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HomeMy WebLinkAboutINFRASTRUCTURE - Rev 2 5.2.24 - Teton River Temple Site Plan51 78 95 20I- 8 4 93 I- 8 4 I-86 I - 1 5 I- 1 5 I - 1 5 30 34 2 6 9 3 20 33 75 26 20 2 6 2 8 75 21 93 55 I - 8 4 52 95 95 95 12 1 3 9 5 95 I-90 95 95 M O N T A N A W Y O M I N G UTAH CANADA WA S H I N G T O N OR E G O N BOUNDARY BONNER KOOTENAI SHOSHONE BENEWAH LATAH CLEARWATER NEZ PERCE LEWIS IDAHO ADAMS WASHINGTON VALLEY LEMHI CUSTER CLARK FREMONT BOISEGEM PAYETTE BLAINE CAMAS ELMOREADA CANYON OWYHEE BUTTE LINCOLNGOODING JEROME TWIN FALLS CASSIA MINIDOKA POWER ONEIDA BANNOCK CARIBOU FRANKLIN BEAR LAKE BINGHAM BONNEVILLE JEFFERSON MADISON TETON NEVADA STATE MAP Know what's below. Call before you dig. R PROJECT SITE VICINITY MAP OWNER: THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 EAST NORTH TEMPLE 2WW SALT LAKE CITY, UT 84150 CONTACT: DAVE CHANNER APPLICANT: JRW & ASSOCIATES 1152 BOND AVENUE REXBURG, IDAHO 83440 (208)359-2309 CONTACT: JOHNNY WATSON REVISIONS REV NAME DATE DESCRIPTION TLM 4/1/2024 1ST SUBMITTAL CITY COMMENTS ADDRESSED TLM 4/30/2024 2ND SUBMITTAL CITY COMMENTS ADDRESSED 1 2 THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE - VERTICAL CONTROL DATUM BASED ON NAVD88 CP#1 ELEV: 4,878.529' N: 799,214.5990' E: 758,850.8680' FOUND: ALCAP CP#2 ELEV: 4,896.888' N: 800,626.5620' E: 758,879.9250' FOUND: PLCAP CP# BASIS OF BEARING CONTROL POINTS SURVEY NOTE ENGINEER: HORROCKS ENGINEERS 2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208)522-1223 CONTACT: BRYCE MARSH, PE SITE PLAN FOR TETON RIVER TEMPLE REXBURG, IDAHO VICINITY MAP H O R R O C K S E N G I N E E R S ID-6875-22 03/15/2024 COVER SHEET TE T O N R I V E R T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 1 C.1.0 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street MOODY ROAD MOODY ROAD N 2 N D E A S T N 2 N D E A S T US-2 0 US-2 0 SHEET INDEX PAGE #SHEET #SHEET TITLE 1 C.1.0 COVER SHEET 2 C.1.1 GENERAL NOTES 3 C.1.2 LEGEND 4 C.1.3 FINAL PLAT 5 C.2.0 EXISTING CONDITIONS & DEMO 6 C.3.0 OVERALL KEYMAP - SITE PLAN 7 C.3.1 SITE PLAN NORTHEAST 8 C.3.2 SITE PLAN SOUTHEAST 9 C.3.3 SITE PLAN NORTH CENTRAL 10 C.3.4 SITE PLAN TEMPLE 11 C.3.5 SITE PLAN SOUTH CENTRAL 12 C.3.6 SITE PLAN NORTHWEST 13 C.3.7 SITE PLAN SOUTHWEST 14 C.4.0 OVERALL KEYMAP - GRADING PLAN 15 C.4.1 GRADING PLAN NORTHEAST 16 C.4.2 GRADING PLAN SOUTHEAST 17 C.4.3 GRADING PLAN NORTH CENTRAL 18 C.4.4 GRADING PLAN TEMPLE 19 C.4.5 GRADING PLAN SOUTH CENTRAL 20 C.4.6 GRADING PLAN NORTHWEST 21 C.4.7 GRADING PLAN SOUTHWEST 22 C.5.0 OVERALL KEYMAP - DRAINAGE PLAN 23 C.5.1 DRAINAGE PLAN NORTHEAST 24 C.5.2 DRAINAGE PLAN SOUTHEAST 25 C.5.3 DRAINAGE PLAN NORTH CENTRAL 26 C.5.4 DRAINAGE PLAN TEMPLE 27 C.5.5 DRAINAGE PLAN SOUTH CENTRAL 28 C.5.6 DRAINAGE PLAN NORTHWEST 29 C.5.7 DRAINAGE PLAN SOUTHWEST 30 C.5.8 BASIN & INFILTRATOR DESIGN DETAILS 31 C.6.0 OVERALL KEYMAP - DRAINAGE PROFILES 32 C.6.1 STORM DRAIN PROFILES - 1 33 C.6.2 STORM DRAIN PROFILES - 2 34 C.6.3 STORM DRAIN PROFILES - 3 35 C.6.4 STORM DRAIN PROFILES - 4 36 C.6.5 STORM DRAIN PROFILES - 5 37 C.6.6 STORM DRAIN PROFILES - 6 38 C.7.0 OVERALL KEYMAP - SEWER & WATER 39 C.7.1 PLAN & PROFILE 1 40 C.7.2 PLAN & PROFILE 2 41 C.7.3 PLAN & PROFILE 3 42 C.7.4 PLAN & PROFILE 4 43 C.7.5 PLAN & PROFILE 5 44 C.8.0 SITE PLAN DETAILS 45 C.8.1 STANDARD DETAILS 46 C.8.2 STANDARD UTILITY & DRAINAGE DETAILS 47 C.9.0 EROSION CONTROL JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street 1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM CITY OF REXBURG AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. GENERAL NOTES UTILITY NOTES INTERMOUNTAIN GAS COMPANY 1527 HOLLIPARK DR. IDAHO FALLS, IDAHO 83401 (208) 542-6600 NATURAL GAS POWER CITY OF REXBURG PUBLIC WORKS 35 NORTH 1ST EAST REXBURG, IDAHO 83440 (208) 372-2320 WATER / SEWER ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (208) 359-6155 UTILITY CONTACTS 1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS (2022), AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2010 & 2020). 2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF AT AN APPROVED LOCATION. 3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE ISPWC STANDARDS UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS ARE AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/ 4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OF REXBURG STANDARDS. 5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO BE REMOVED. 7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE. 8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION. 9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. 10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THE CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE PROPOSED CHANGES. 11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT. 12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS. 13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER. 17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE. 18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT. 20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES. SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES. 21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY STANDARDS. 22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL ACCEPTANCE. 23.CONTRACTOR SHALL COORDINATE AND NOTIFY THE TETON ISLAND CANAL COMPANY OF ANY WORK THAT IS PLANNED TO BE DONE WITH THEIR RIGHT OF WAY PRIOR TO CONSTRUCTION 1.THE WATER LINE CONSTRUCTION SHALL CONFORM TO REXBURG STANDARD DRAWINGS & SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF PUBLIC DRINKING WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO ANSI/AWWA C 651-92: DISINFECTION OF WATER MAINS STANDARDS. 2.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND NON-POTABLE LINES PER ISPWC SD - 407. 3.CONTRACTOR SHALL CONFORM TO THE CITY OF REXBURG REQUIREMENTS HAVING TRACER WIRE ON ALL WATER LINES. WATER SEWER 1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS. 2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR TO INSTALLING ANY WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER PLANS TO MAINTAIN SEPARATION OF MAIN LINES AND TO AVOID SANITARY SEWER SERVICE LINES. 3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND NON-POTABLE LINES PER ISPWC SD - 407. 4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED PER ISPWC SECTION 501. 5.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS. 6.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE. LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS AS INDICATED IN NOTE 6 ABOVE. A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS PLAN TO CONTAIN THE RUNOFF FROM THE CITY OF REXBURG SPECIFIED DESIGN STORM EVENT FOR THE PROPOSED SITE. ONLY. B.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO DELIVERY TO THE SITE C.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT, PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION, PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM. D.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS. E.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS. F.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT PROPERTIES IN A CLEAN CONDITION. G.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY. H.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. GRADING & DRAINAGE NOTES ROADWAY ·CITY OF REXBURG ENGINEERING STANDARDS (2022) ·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2010 & 2020). ·GEOTECHNICAL REPORT PREPARED BY XCELL ENGINEERING, FILE NUMBER P21009 DATED MARCH 29,2021 NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE JOBSITE DURING CONSTRUCTION. PROJECT SPECIFICATIONS AND STANDARDS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. ENGINEER'S NOTICE TO CONTRACTOR USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. LEGAL NOTICE TO CONTRACTOR CONTACT: HUNTER REESE 1331 FREMONT AVE. IDAHO FALLS, IDAHO 83402 HREESE@EAGLEROCKENGINEERIN.COM (208) 899-6120 EAGLE ROCK ENGINEERING (CONSTRUCTION STAKING/EXISTING CONDITIONS & TOPO) SUB CONSULTANT CONTACTS ID-6875-22; 50147737521 MARCH 15, 2024 GENERAL NOTES TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 2 C.1.1 TETON ISLAND CANAL COMPANY 350 N 6TH W ST ANTHONY, IDAHO 83445 CONTACT: AARON DALLING (208) 403-8474 IRRIGATION COMPANY CONTACT: PAUL BASTIAN 260 LAURAL LANE CHUBBUCK, ID 83202 PHONE (208) 237-5900 FAX (208) 237-5925 EMAIL: PAUL@XCELLENG.COM XCELL ENGINEERING, LLC 1.ALL STORM PIPE SHALL BE ADS SaniTite HP DUAL WALL HDPE OR APPROVED EQUIVALENT FOR PIPE SIZES 12" AND LARGER DIAMETER. 2.STORM PIPE LESS THAN 12" IN DIAMETER SHALL BE PVC SDR 35 OR APPROVED EQUIVALENT. STORM WATER JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street NOTE: NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. ID-6875-22; 50147737521 MARCH 15, 2024 LEGEND TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 3 C.1.2 A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT OR CONCRETE BC BUILDING CORNER BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION BFF BASEMENT FINISH FLOOR BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BVP BEGIN VERTICAL PROFILE BVW BOTTOM OF VISIBLE WALL C&G CURB & GUTTER C B CATCH BASIN CL CENTERLINE CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y. CUBIC YARD DIA DIAMETER DWG DRAWING E EAST OR EASTING EA EACH EG EXISTING GRADE/ GROUND EL EV ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE EX EXISTING FE FLANGE END FF FINISHED FLOOR FG FINISHED GRADE FJ FLANGE JOINT FL FLOW LINE FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR GV GATE VALVE HGL HYDRAULIC GRADE LINE HP HIGH POINT HRZ HORIZONTAL HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) I RR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET LP LOW POINT L/S LANDSCAPE LT LEFT LVC LENGTH OF VERTICAL CURVE MAX MAXIMUM ME MATCH EXISTING MFR MANUFACTURER MGD MILLION GALLONS PER DAY MH MANHOLE MID MIDDLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH OR NORTHING, FRICTION FACTOR N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PH PHASE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS REV REVISION RT RIGHT R/W RIGHT OF WAY S SLOPE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SF SQUARE FOOT/ FOOTAGE S/L STREETLIGHT SPEC SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT S/W SIDEWALK TA TOP OF ASPHALT TBC TOP BACK OF CURB TBDC TOP BACK OF DEPRESSED CURB TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TEMP TEMPORARY TF TOP OF FOOTING TG TOP OF GRATE TWB TOP BACK OF WALL TWF TOP FRONT/FACE OF WALL T WR TOP OF WALL - RETAINING TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL W/ WITH WMH WATER MANHOLE WTR WATER * ALL ABBREVIATIONS MAY NOT BE USED EXISTING PROPOSED ELECTRICAL MANHOLE FINISHED FLOOR ELEVATION PARKING STALL COUNT TOP BACK CURB SPOT ELEVATION FFE:2752.84 ABBREVIATIONS*STANDARD SYMBOLS CALLOUTS DETAIL REFERENCE SCALE: fo tv t jb ir pp s w e t fo ir w g g tv tb co e FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE SIGNAL POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 2 LIGHT POLE OPT 3 GAS MANHOLE GAS METER CLEANOUT SEWER MANHOLE IRRIGATION MANHOLE IRRIGATION BOX WATER MANHOLE WATER METER FIRE HYDRANT FIRE HYDRANT OPT 2 GATE VALVE GATE VALVE OPT 2 CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND WYE REDUCER CAP & PLUG STORM DRAIN MANHOLE AREA DRAIN ROUND AREA DRAIN SQUARE DROP INLET CURB INLET CURB INLET OPT 2 CURB INLET OPT 3 CURB DOUBLE INLET CURB DOUBLE INLET OPT 2 COMBO BOX OIL/WATER SAND/GREASE OIL/WATER SAND/GREASE OPT 2 FLARED END PLAN SIGN BOLLARD BORE HOLE TEST PIT SD FO TV T E JB IR PP S SD W E T FO IR W G G TV T CO SD TP BH TP BH sd WATER METER OPT 2 BLOW-OFF TBC:2752.85 RCB REINFORCED CONCRETE BOX CULVERT RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE REC REINFORCED CONCRETE ELLIPTICAL CULVERT RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT EGG REINFORCED CONCRETE EGG SHAPED CULVERT PVC POLYVINYL CHLORIDE RCP BO WM REINFORCED CONCRETE PIPE VCP VITRIFIED CLAY PIPE CIP CAST IRON PIPE HDPE HIGH DENSITY POLYETHYLENE DIP DUCTILE IRON PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE PIPE POLY POLYETHYLENE * ALL ABBREVIATIONS MAY NOT BE USED PIPE ABBREVIATIONS* FLARED END PROFILE FLARED END SECTION BENCHMARK SECTION CORNER CONTROL POINT ADDITIONAL SPOT ELEVATION CALLOUTS TO BE REFERENCED ON GRADING SHEET LEGEND 3/4'' W 3/4'' W 1'' W 1'' W 2'' W 2'' W 3'' W 3'' W 4'' W 4'' W 6'' W 6'' W 8'' W 8'' W WATER PROPOSEDEXISTING W W WUNKNOWN 18'' W 18'' W 24'' W 24'' W 30'' W 30'' W 36'' W 36'' W SURFACE FEATURES CONSTRUCTION KEYNOTE TAGS 1-1/2'' W 1-1/2'' W OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN OR IRRIGATION OR STORM DRAIN ALIGNMENTS, SHEET C.6.0 OR TELEPHONE OR GAS OR MISCELLANEOUS OR POWER 10'' W 10'' W 12'' W 12'' W 14'' W 14'' W 16'' W 16'' W 48'' W 48'' W 60'' W 60'' W 72'' W 72'' W 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 14 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 48 INCH 60 INCH 72 INCH 4'' SD 4'' SD 6'' SD 6'' SD 10'' SD 10'' SD 12'' SD 12'' SD 15'' SD 15'' SD 16'' SD 16'' SD 18'' SD 18'' SD STORM PROPOSEDEXISTING SD SD SDUNKNOWN 48'' SD 48'' SD 54'' SD 54'' SD 60'' SD 60'' SD 66'' SD 66'' SD 8'' SD 8'' SD 24'' SD 24'' SD 30'' SD 30'' SD 36'' SD 36'' SD 42'' SD 42'' SD 72'' SD 72'' SD 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 42 INCH 48 INCH 54 INCH 60 INCH 66 INCH 72 INCH 4'' SS 4'' SS 6'' SS 6'' SS 10'' SS 10'' SS 12'' SS 12'' SS 14'' SS 14'' SS 15'' SS 15'' SS 16'' SS 16'' SS SEWER PROPOSEDEXISTING SS SS SSUNKNOWN 8'' SS 8'' SS 18'' SS 18'' SS 24'' SS 24'' SS 30'' SS 30'' SS 36'' SS 36'' SS 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 14 INCH SERVICE LATERAL 1'' IRR 1'' IRR 2'' IRR 2'' IRR 6'' IRR 6'' IRR 8'' IRR 8'' IRR 10'' IRR 10'' IRR 12'' IRR 12'' IRR IRRIGATION PROPOSEDEXISTING IRR IRR IRRUNKNOWN 4'' IRR 4'' IRR 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 18 INCH 24 INCH 30 INCH 36 INCH BEL BEL 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL A-1/0 A-1/0 A-1/0 A-1/0 POWER PROPOSEDEXISTING OHP OHPOVERHEAD 3'' BEL 3'' BEL A-4/0 A-4/0 A-4/0 A-4/0 B-1/0 B-1/0 B-1/0 B-4/0 B-4/0 B-4/0 C-1/0 C-1/0 UNDERGROUND 2 INCH 3 INCH 4 INCH 6 INCH 10 INCH 1 PH A 1/0 1 PH A 4/0 1 PH B 1/0 1 PH B 4/0 1 PH C 1/0 8 INCH WSERVICE LATERAL IRRSERVICE LATERAL C-4/0 C-4/0 C-4/0 ABC-4/0 ABC-4/0 ABC-4/0 ABC-750 ABC-750 SEC SEC SL SL SL A-1/0A-1/0A-1/0A-1/0 A-4/0A-4/0A-4/0A-4/0 B-1/0B-1/0B-1/0 B-4/0B-4/0B-4/0 C-1/0C-1/0 C-4/0C-4/0C-4/0 ABC-4/0ABC-4/0ABC-4/0 ABC-750ABC-750 SECSEC SLSLSL 1 PH C 4/0 3 PH ABC 4/0 3 PH ABC 750A SECONDARY STREET LIGHT BCTV BCTV BFO BFO TEL TEL BTEL BTEL BTEL COMMUNICATIONS PROPOSEDEXISTING CTV CTVOVERHEAD CABLE TV FO FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 1'' G 1'' G 1'' G 2'' G 2'' G 2'' G 6'' G 6'' G 6'' G 8'' G 8'' G 8'' G 12'' G 12'' G GAS PROPOSEDEXISTING G G GUNKNOWN 4'' G 4'' G 4'' G 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 12 INCH 3 INCH HPG HPG HPGHIGH PRESSURE 72'' SD 72'' SDLAND DRAIN FILL FILL LOD LOD LOD GB GB GB GB HWM HWM 1YR HWM 5YR HWM 10YR CUT CUT CUT CUT HWM 25YR HWM 50YR HWM 100YR X X X X X X CUT LINE FILL LINE LIMITS OF DISTURBANCE DITCH GRADE BREAK HIGH WATER MARK HIGH WATER MARK - 1 YEAR EVENT HIGH WATER MARK - 5 YEAR EVENT HIGH WATER MARK - 10 YEAR EVENT HIGH WATER MARK - 25 YEAR EVENT HIGH WATER MARK - 50 YEAR EVENT HIGH WATER MARK - 100 YEAR EVENT FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - PANEL WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY EASEMENT AS NOTED JUT TOP TOP TOP >>>> MISCELLANEOUS PROPOSEDEXISTING DEMO TOE TOE UNKNOWN PIPE JOINT UTILITY TRENCH TOE OF SLOPE TOP OF SLOPE DIRECTIONAL FLOWLINE GUARDRAIL RAILROAD TRACKS EDGE OF PAVEMENT top top top top toe toe PAINT STRIPE - SOLID PAINT STRIPE - DOUBLE SOLID PAINT STRIPE - BROKEN PAINT STRIPE - BIKE LANE INTERSECTION PAINT STRIPE - LANE DROP PAINT STRIPE - LANE LINE EXTENSION FUT FUT FUT LTG LTG PED PED DET DET EXISTING/PROPOSED TRAFFIC SIGNAL - DETECTION CONDUIT PSH PSH PWR PWR PWR TRAFFIC SIGNAL - FUTURE CONDUIT TRAFFIC SIGNAL - LIGHTING CONDUIT TRAFFIC SIGNAL - PEDESTRIAN CONDUIT TRAFFIC SIGNAL - PUSH BUTTON CONDUIT TRAFFIC SIGNAL - POWER SOURCE CONDUIT (4000) (4002) CONTOUR - MAJOR CONTOUR - MINOR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SIG SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT D00 G1 32 50 65 82 90 20 99 00 Z D00 66 33 83 51 01 91 97 A 01 G1 00 96 SS OR PROTECT IN PLACEP00P00 SITE PLAN HATCH PATTERNS BUILDING / PAD CONCRETE SIDEWALK / FLATWORK POOL DECK XERISCAPE HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION RIPRAP ADA ACCESS RAMP TRUNCATED DOMES GRAVEL LANDSCAPE AREAS / GRASS DECORATIVE BRICK / SIDEWALK / FLATWORK / LANDSCAPE AREAS EXISTING CONDITIONS & DEMO HATCH PATTERNS ASPHALT DEMO HATCH CONCRETE DEMO HATCH BUILDING DEMO HATCH SHEET C.#.# 4000 4002 C. # . # DE T A I L # (SHEET REFERENCE LINE) BO WM CURB AND GUTTER DEMO EX CONDITIONS CONTROL POINT LANDSCAPE DEMO A # LINE1 SCALE # ADA PARKING STALL ELECTRICAL TRANSFORMER BOX SHEET C.#.# (SHEET REFERENCE BOUNDARY) EAST DRAINAGE BASIN WEST DRAINAGE BASIN LANDSCAPE DRAINAGE BASIN DRAINAGE BASIN LEGEND IRRIGATION SLEEVE IRRIGATION LEGEND SHEET C.#.# (SHEET REFERENCE BOUNDARY) JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street PLAT SHOWN HEREON FOR HORIZONTAL CONTROL REFERENCE PURPOSES ID-6875-22; 50147737521 MARCH 15, 2024 FINAL PLAT TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 4 C.1.3 RECORDED INSTRUMENT NUMBER 460924 39 . 5 ' RI G H T O F W A Y 39.5' RIGHT OF WAY 39.5' RIGHT OF WAY EXIS T I N G 1 0 ' IDA H O T R A N S P O R T A T I O N DEP A R T M E N T E A S E M E N T INS T . N O . 1 7 5 5 4 7 E X I S T I N G 3 0 ' I D A H O T R A N S P O R T A T I O N D E P A R T M E N T E A S E M E N T I N S T . N O . 1 7 5 5 4 7 EX I S T I N G 3 3 ' PR E S C R I P T I V E RI G H T O F W A Y EA S E M E N T SE E N O T E 4 S0°14'08"E 2632.18' 39.5' RIGHT OF WAY 62 . 5 ' RI G H T O F W A Y 15 ' P . U . E . 15 ' P . U . E . 15' P.U.E. 15' P.U.E. 1 5 ' P . U . E . EX I S T I N G 3 3 ' DE P A R T M E N T O F TR A N S P O R T A T I O N PR E S C R I P T I V E RI G H T O F W A Y EA S E M E N T SE E N O T E 4 EXISTING 25' PRESCRIPTIVE RIGHT OF WAY EASEMENT 39.5' RIGHT OF WAY 34 ' RI G H T O F W A Y 34 ' RI G H T O F W A Y 15 ' P . U . E . 15 ' P . U . E . C 1 L 4 N8 9 ° 4 4 ' 5 3 " E 1 6 3 8 . 0 5 ' S5°54'22"E 610.63 ' L7 L 1 8 S0°14'07"E 1503.16' L1 2 S8 9 ° 3 8 ' 5 3 " W 59 9 . 0 0 ' L10 N0°14'07"W 1504.38'L16 N8 9 ° 4 5 ' 5 3 " E 59 9 . 0 0 ' L17 39.50'39.50' N89°44'53"E 93.32' L 9 S0°14'07"E 2024.73' S8 9 ° 3 8 ' 5 3 " W 4 7 5 . 0 7 ' L1 L2 L3 S8 9 ° 3 8 ' 5 3 " W 1 1 8 9 . 9 3 ' N0°14'07"W 2581.81' 15 0 . 0 0 ' 407.04'1617.69' 312.09' 298.54' 920.93'1542.38' S0°14'07"E 1501.85' S0°14'08"E 607.62' S8 9 ° 4 5 ' 5 3 " W 6 6 4 . 9 7 ' S8 9 ° 4 5 ' 5 3 " W 7 0 9 . 5 0 ' S0°14'07"E 1579.54' 160.47' 160.47' S8 9 ° 3 8 ' 5 3 " W 39 4 . 1 9 ' 44 0 . 5 3 ' S8 9 ° 4 5 ' 5 3 " W 4 4 0 . 5 3 ' L5 70 9 . 5 0 ' 39 . 5 ' RI G H T O F W A Y 15 ' P . U . E . 62 . 5 ' RI G H T O F W A Y 39 0 . 9 1 ' 12 4 7 . 1 4 ' N0°14'08"W 479.82' N0°14'07"W 534.50'L1 4 L 1 3 L15 L1 2 S8 9 ° 4 5 ' 5 3 " W 12 4 0 . 9 7 ' L6 S0°14'07"E 646.12' S0°14'07"E 1504.59' N8 9 ° 4 5 ' 5 3 " E 52 5 . 9 7 ' N0°14'07"W 1360.99' S8 9 ° 3 8 ' 5 3 " W 38 8 . 0 7 ' S8 9 ° 4 5 ' 5 3 " W 38 8 . 0 3 ' N8 9 ° 4 5 ' 5 3 " E 38 8 . 0 3 ' L8 L 1 1 EXISTING 25' PRESCRIPTIVE RIGHT OF WAY EASEMENT S0°14'07"E 390.17' N0°14'07"W 476.50' C2C 3 N0°14'07"W 1580.98' Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 Length 199.96' 150.00' 199.97' 32.12' 33.00' 26.16' 26.16' 26.14' 26.14' 26.19' 26.14' 26.16' 26.16' 27.00' 26.16' 26.16' 26.16' 26.16' Direction N0°21'02"W S89°38'53"W S0°21'02"E N58°27'24"E N89°45'53"E S44°45'53"W S45°14'07"E S44°42'23"W S44°42'23"W N45°17'37"W S44°42'23"W S45°14'07"E S44°45'53"W N89°45'53"E N45°14'07"W N44°45'53"E S45°14'07"E N44°45'53"E Curve Table Curve # C1 C2 C3 Length 67.31' 39.13' 259.83' Radius 3154.05' 35.00' 61.00' Delta 1°13'22" 64°03'20" 244°03'20" Chord Direction N56°19'47"E S32°15'47"E S57°44'13"W Chord Length 67.31' 37.12' 103.43' N0°21'02"W 39.50' 29.97'9.53' 29.87' S0°21'02"E 39.50' 9.63' TETON RIVER TEMPLE SUBDIVISION LOCATED IN THE S.E. 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO -2024- HORROCKS ENGINEERS 0 150'300' SCALE: 1" = 150' SUBDIVISION BOUNDARY LINE LOT LINE PUBLIC UTILITIES EASEMENT LINE (P.U.E.) (OR AS NOTED OTHERWISE) FOUND P.L.S.S. CORNER AS NOTED SECTION LINE P.O.B.POINT OF BEGINNING SET 1/2" REBAR W/ PLASTIC CAP - P.L.S. 19961 THE BEARINGS SHOWN ARE BASED UPON THE EAST LINE OF SECTION 7 BETWEEN FOUND MONUMENTS. DISTANCES SHOWN ARE BASED UPON A MODIFIED EAST ZONE, IDAHO STATE PLANE COORDINATE SYSTEM (NAD83), WITH A COMBINED SCALE FACTOR OF 1.0002720608, SCALED FROM COORDINATES 0,0. SET 5/8" REBAR WITH PLASTIC CAP - P.L.S. 19961 1.RIGHT-OF-WAY CONVEYED TO THE CITY OF REXBURG PURSUANT TO OWNERS DEDICATION ON SHEET 2 OF THIS PLAT. 2.TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 13.85 ACRES. 3.MONUMENTS FALLING WITHIN MOODY RD. AND N. 2ND. ST. E. WERE NOT SET DUE TO SAFETY CONCERNS AND LIKELIHOOD OF DISTURBANCE. WITNESS CORNERS WERE SET AS SHOWN HEREON. 4.PER CITY OFFICIALS, THE OWNERSHIP AND MAINTENANCE OF N. 2ND. ST. E. BELONGS TO CITY OF REXBURG. THE EXISTING 33-FOOT EASEMENT IS SHOWN FOR REFERENCE ONLY. 2194 Snake River Parkway Suite 205 Idaho Falls, Idaho Main: 208-522-1223 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PARCEL AS SHOWN HERE ON. THE SOUTH LINE OF THE PROPERTY WAS DETERMINED BY FOUND SECTION MONUMENTS ALONG THE SOUTH LINE OF SECTION 7. THE WEST AND NORTHERLY LINES WERE DETERMINED BY FOUND MONUMENTS AS SHOWN ON RECORD-OF-SURVEY INSTR# 447165. THE EASTERLY LINE WAS DETERMINED BY FOUND MONUMENTS AS SHOWN ON SAID RECORD-OF-SURVEY AND MONUMENTS FOUND ON THE EAST LINE OF SECTION 7. FOUND P.L.S.S. CORNER AS NOTED FOUND 1/2" REBAR NO CAP FOUND 5/8" REBAR WITH PLASTIC CAP- P.L.S.13933 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.3_FINAL PLAT.dwg - C.1.3 FINAL PLAT - 3/20/2024 03:10pm, Nick.Croft INTERIOR STREET INTERSECTION MONUMENTS 5/8" REBAR WITH 2" ALUMINUM CAP MARKED P.L.S. 19961 TE T O N R I V E R T E M P L E S T . TEMPLE VIEW DR. WEST CHURCH DR. N. 2ND ST. E. MO O D Y R D . P.O.B S.E. COR SEC 7 CP&F INST. NO. 399694 E. 1/4 COR. SEC 7 CP&F INST. NO. 267966 N.E. COR. SEC 7 CP&F INST. NO. 404597 CALCULATED POSITION NOTHING SET 20' W.C. 20' W.C. FOUND 5/8" WITH ALUMINUM CAP P.L.S. 14391 SET 5/8" REBAR WITH 2" ALUMINUM CAP P.L.S. 19961 SURVEY TIE LINE EXISTING EASEMENT AS NOTED APPROXIMATE LOCATION OF EXISTING CANAL RIGHT-OF-WAY PURSUANT TO I.C. §42-1102 TE T O N I S L A N D C A N A L W.C.WITNESS CORNER PROPOSED ROAD CENTERLINE 1 19.33 ACRES BLOCK 1 1 22.48 ACRES BLOCK 2 1 28.49 ACRES BLOCK 3 W. 2 0 0 N . WHITE OWL BUSINESS PARK LLC BEACH CABIN ONE LLC HARRIS FAMILY TRUST MOUNTAIN GOLD INC FOUND 1/2" REBAR, REPLACED WITH 5/8" REBAR AS NOTED SEE DETAIL "A" DETAIL "A" (NOT TO SCALE) 15 0 . 0 0 H I G H W A Y 2 0 62.5' W.C. DEED GRANTING EASEMENT INST. NO. 395796 39.5' W.C. 1 14.38 ACRES BLOCK 4 39.5' W.C. 50' R TEMPORARY EMERGENCY VEHICLE TURN AROUND TO BE VACATED WHEN ROAD CONNECTS TO THE WEST 2 9.60 ACRES BLOCK 3 NOT A PART SHEET 1 of 2 39.90' sd sd sd sd sd ss SSSS SSssssssssssSssssss S ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssssssss SD SD SD SD SD SD SD SD SD SD i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r IR I R IR IR IR IR ss ss ss ss ss ss ss S S S SDSD 4 8 7 8 48 7 9 48 7 8 4 8 7 8 487 8 4 8 7 7 48 7 7 48 7 7 487 7 48 7 8 4 8 7 8 48 7 7 487 8 4879 48 7 8 487 8 4 8 7 8 4 8 7 8 48 7 8 4 8 7 8 48 7 8 48 7 8 48 7 8 48 7 8 48 7 8 4 8 7 8 48 7 7 N89°44'53"E 1638.05' N58°27'24"E 32.12' A=67.31 R=3154.050 D=1°13'22" C=67.31 CB=S56° 19' 47"W N0 ° 1 4 ' 0 7 " W 9 2 0 . 9 3 ' S89°45'53"W 1734.00' S44°45'53"W 26.16' S0 ° 1 4 ' 0 7 " E 6 4 6 . 1 2 ' S 5 ° 5 4 ' 2 2 " E 3 1 2 . 0 9 ' PROPOSED TEMPLE PROPOSED MEETING HOUSE PROPOSED STORAGE BUILDING PROPOSED GROUNDS BUILDING 15' P.U.E. 15 ' P . U . E . 15' P.U.E. 15' P.U.E. TETON RIVER TEMPLE ST N. 2 N D E . S T . TE M P L E V I E W D R WE S T C H U R C H D R . HWY 2 0 P01 P01 P01 P02 P02 P02 P03 P03 P03 P03 P03P03P03 P03 P03 CP#1 CP#2 TETON ISLAND CANAL APPROXIMATE CANAL RIGHT OF WAY 2 9.60 AC BLOCK 3 1 14.38 AC BLOCK 4 1 22.48 AC BLOCK 2 1 19.33 AC BLOCK 1 APPROXIMATE CANAL RIGHT OF WAY APPROXIMATE CANAL RIGHT OF WAY 1 39.04 AC BLOCK 3 P04 P04P04P04 P04P04 P04 P04 P04 P04 P05 P05 P05 P05 P05P05 P05P05 P05 P05 P05 P03 P03P03 P03 P03 P06P06 P06 P06 P06 P07P07P07 P07 P07 P06 P06 P07 P08 P08 P08P08 P08 P08 P10 P09 P10P10P10P10P10 P10 P10 P09 P09 P09 P09 P09 P09 P09 P09 P06 P09 P09 P11 P11P11 P11 P11P11 P10 P10 P12 P12 P12 P12 P12 P12 P12 P12 P12 P12 P13 P13 P14 P14 P14 P14 P14 P14 P14 P14 P14 4877 4876 4878 48784876 48 7 9 48 8 2 15 ' P . U . E TE M P O R A R Y T U R N AR O U N D E A S E M E N T JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 80'160' SCALE: 1" = 80' 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. 3.ADDITIONAL DESIGN DETAILS ON EXISTING ITEMS CAN BE FOUND ON THE APPROVED "TETON RIVER TEMPLE OFFSITE IMPROVEMENTS" PROTECT IN PLACE NOTES: EXISTING APPROACH EXISTING ASPHALT EXISTING SIDEWALK EXISTING ADA RAMP EXISTING CURB & GUTTER EXISTING WATER LINE EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN PIPE, INLET, MANHOLE, AND INFILTRATOR EXISTING LIGHTPOLE EXISTING CANAL EXISTING IRRIGATION STRUCTURES AND PIPING P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 P11 P12 P13 P14 SHEET NOTE ID-6875-22; 50147737521 MARCH 15, 2024 EXISTING CONDITIONS & DEMO TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 5 C.2.0 THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE - VERTICAL CONTROL DATUM BASED ON NAVD88 CP#1 ELEV: 4,878.529' N: 799,214.5990' E: 758,850.8680' FOUND: ALCAP CP#2 ELEV: 4,896.888' N: 800,626.5620' E: 758,879.9250' FOUND: PLCAP CP# BASIS OF BEARING CONTROL POINTS SURVEY NOTE sd sd ssss SS SSssssssssssssssSssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssss SD SD SD SD SD SD i r r ir r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r IR I R IR IR IR IR ss ss S S S SDSD > > > > > > > > > > > > > JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 60'120' SCALE: 1" = 60' TETON RIVER TEMPLE ST N. 2 N D E . S T . TE M P L E V I E W D R WE S T C H U R C H D R SHEET C.3.2 SHEET C.3.1 SHEET C.3.4 SHEET C.3.3 SHEET C.3.5 SHEET C.3.6 SHEET C.3.7 ID-6875-22; 50147737521 MARCH 15, 2024 OVERALL KEYMAP - SITE PLAN TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 6 C.3.0 13 13 13 13 1318 22 20 3 13 13 13 4 9 9 9 9 13 13131311 11 20 20 20 20 14 14 16 4 16 34 14 7101010 546666 05 13 13 13 13 13 13 13 11 11 SHEET REFERENCE BOUNDARY . SHEET NOTES: 1.ALL KEYNOTE, DIMS, AND CALLOUTS SHOWN ON SHEETS C.3.1 - C.3.7 2.OVERALL STALL COUNT TABLE AND DETAILS FOUND ON SHEET C.8.0 STALL COUNT# i r r ir r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r IR ir r ir r I R irr irr i r r ir r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r IR ir r ir r I R irr irr R5' R5'R 5 ' R 4 ' R30 ' R5' R 5 ' R5 ' R 5 'R5' 20'8' 2. 5 ' 26' 26' 2. 5 ' 34 ' 6.5'21.5'6'13.5'6.5' 2. 5 ' 2. 5 ' 34 ' 15' 8' 8' 29 ' 34 ' 2. 5 ' 2. 5 ' 8' 15'15' 2. 5 ' 2. 5 ' 8' 20 9 . 1 ' 8' 3'1' 5' 6. 5 ' 20 1 . 6 ' 57 9 . 2 ' 1. 6 ' 6. 5 ' 11 . 8 ' 7. 5 ' 8' 8' 13.9' R 5 ' 16 0 ' 11 1 ' 7. 5 ' 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 20' TYP 20' TYP 20' TYP 20' TYP 26' 26' 26'26' 15'15' 6.5'35'6.5' 01 01 01 01 01 02 03 03 03 03 0303 1414 14 14 14 14 14 14 14 14 04 04040404 04 13 13 13 13 1313 13 13 13 13131313 13 13 09 09 08 07 07 07 07 07 07 09 09 09 09 09 09 09 09 09 08 08 08 08 07 07 07 07 07 07 27 27 27 27 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 08 08 13 13 13 R4' 7' AA A A A A 16 B 0. 7 ' 0.7' 29.3' 30 . 7 ' 30'60' 35.8' 24.2' 32 ' 30 ' 4' 32 ' 14.3'15' 32 ' 32 . 5 ' 39.3' 30 . 7 ' 0. 7 ' 6' 4.7' 66 . 9 ' 10 ' TY P 20' TYP 7. 5 ' 29 ' 29 ' 7. 5 ' CANAL RIGHT OUT WAY 1717 7 . 7 ' R27' 11 . 5 ' 24.2' 02 02 02 VALLEY GUTTER TO CURB TRANSITION VALLEY GUTTER TO CURB TRANSITION 21 12.1'37.7' 133.7' R2 9 . 5 ' 15 ' P . U . E 10' 18.7'0.7' 0.7' 8. 2 ' 3.2' 174' 09 0.5' 27 08 20' 10 2525 2525 25 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > CANAL RIGHT OUT WAY VALLEY GUTTER TO CURB TRANSITION VALLEY GUTTER TO CURB TRANSITION JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SHEET C.3.2 SH E E T C . 3 . 3 SH E E T C . 3 . 4 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN NORTHEAST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 7 C.3.1 VICINITY MAP LANDSCAPE PER LANDSCAPE DESIGN (BY OTHERS) PROPOSED GROUNDS BUILDING ± 1,920SF N. 2 N D E . S T . SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > ss ss SD i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r I R irr irr IR irr irr ss ss SD i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r I R irr irr IR irr irr 8' 2. 5 ' 15' 8' 2. 5 ' 26' R5 ' R 5 ' 15' 6.5'21.5'13.5'6' 6.5' 13 4 . 5 ' 6. 5 ' 6' 12 7 ' 8' 13 3 . 5 ' 4'R5'R 5 ' 11 1 ' 8'7. 5 ' 13.7'8' 11 8 ' 8. 2 ' 11 . 7 ' 6. 5 ' R 3 0 ' R5' R 5 . 5 ' R5. 5 ' R 5 ' 26' 2. 5 ' 2. 5 ' 6.5'35'6.5' 2. 5 ' 15'15' 26' 13 4 . 5 ' R4' 8' 8' 26' 10 ' TY P 20' TYP 10 ' TY P 20' TYP 10 ' TY P 10 ' TY P 20' TYP 20' TYP 26'26' 20' TYP 10 ' TY P 26 ' R5' R 5 '4' 5' 5' 6. 5 ' 91 . 1 ' 16 . 8 ' 6' 91 . 1 ' 21.3' 6.7' 3' 6. 2 ' 6'8' 13.3' 6.7' 8' 6. 2 ' 3' 26' 3' 6. 2 ' R 1 0 ' R10 ' 34' 15'15' 8. 8 ' 8. 8 ' R5' R 5 ' 6.7'34.7'3' 6. 2 ' 28' 15'15' 8. 8 ' 6.7' 8. 8 ' R 5 'R5' R 1 0 ' R10 ' 8' 8' 98 . 6 ' R 4 ' 8' 26 ' R 2 7 ' R 3 0 ' 99' 14 1 . 3 ' 20 3 . 5 ' 3' 8' 26' 3' 7' 6.5' R10 ' 13.5' 13 . 5 ' 6. 5 ' 3' 8' 8' 20 6 . 5 ' 8' 6. 5 ' 36 . 6 ' 8' 13 . 5 ' 6. 5 ' 3' 8' 8. 1 ' 8' R30 ' 7' R 1 0 ' 32 . 8 ' 97 . 6 ' 10 ' TY P 20' TYP 20' TYP 10 ' TY P 20' TYP 10 ' TY P 26' 20' TYP 10 ' TY P 26' 26' 26 ' 26 ' 26' 7' 26' 26 ' 2. 5 ' 57 9 . 2 ' 2. 5 ' 6.5'35'6.5' 2. 5 ' 01 01 01 01 01 01 02 03 0303 03 03 03 03 03 03 03 03 01 12 03 1414 14 14 14 1414 1414 14 14 14 14 14 04 04 04 04 040404 04 04 04 04 04 04 13 13 13 13 1313 13 13 13 13 1313 13 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 09 0909 09 09 09 0404 09 09 09 09 09 0909 09 09 09 09 09 09 09 09 09 09 09 0909 08 08 08 08 08 08 0808 08 08 08 08 09 09 26' 27 27 07 27 07 27 27 27 27 27 27 27 27 27 27 08 08 0707 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 20' 13 08 8'8'8' 07 07 R4' R4' 07 A A A A A A A A A A 20' 7.1' 16 . 8 ' 18.7' 25 25 25 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SHEET C.3.1 SH E E T C . 3 . 4 SH E E T C . 3 . 5 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN SOUTHEAST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 8 C.3.2 VICINITY MAP TETON RIVER TEMPLE ST. N. 2 N D E . S T . LANDSCAPE PER LANDSCAPE DESIGN (BY OTHERS) R5' R 3 0 ' R30 ' R 1 0 ' R 3 0 ' R3 0 ' R10 ' R3 . 8 ' R3 0 ' R3. 8 ' R5' R30 ' R3. 8 ' R 3 . 8 ' R 5 ' R27 ' R5'R 5 ' 341' 15 ' 183' 15 ' 15 ' 12.7' 18 ' 6. 5 ' 1. 9 ' 8' 123' 6. 5 ' 1. 6 ' 3. 8 ' 11 . 8 ' 8' 161.1' 149' 159.6' 174.6' 4.3' 6.5' 11.5' 78 . 6 ' 8' 7. 4 ' 8' 67' 2'2' 7. 4 ' 8' 8' 78 . 6 ' 67'8'8'54' 8' 8' 12 ' 3' 17 . 6 ' 6' 8' 20 ' 7' 15 ' 12'61'15' 8' 188.6' 46.5' 27 ' 101.7' 171.7' 20 ' T Y P 20 ' T Y P 20 ' T Y P 20 ' T Y P 20 ' T Y P 20 ' T Y P 20 ' T Y P 10' TYP 10' TYP 10' TYP 10' TYP 10' TYP 10' TYP 10' TYP 26 ' 26 ' 29.3' 46 . 6 ' 26 ' 26 ' 25 ' 26 ' 01 01 01 01 01 01 02 03 03 03 03 03 03 05 05 05 20 20 1414 14 14 14 14 14 14 14 14 04 04 04 04 13 1313 13 13 13 13 13 13 13 13 13 1313 13 13 13 13 15 15 09 09 09 09 09 09 09 0909 08 08 08 08 08 08 08 06 06 27 27 27 27 27 27 07 0707 07 07 27 07 07 07 09 09 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 0707 07 07 07 07 07 18 18 18 18 14 14 R 3 . 8 ' R3 . 8 ' 7. 6 ' 14 12 ' R3. 8 ' R 3 . 8 ' 7. 6 ' 12 ' 12 ' 02 26 ' A A A A 4.1' 6.5' 26 ' 75.7' 24' 141' 15 ' 8' 88' 6'6'6'6' 24' 19 3' 47.5' 3' 20 2203 12' CLEARANCE 20 202020 20 20' 8' 8' 9'12' 2. 4 ' 03 03 34' 3'25 25 2. 4 ' SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SH E E T C . 3 . 6 SH E E T C . 3 . 1 SHEET C.3.4 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN NORTH CENTRAL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 9 C.3.3 VICINITY MAP SHEET C.3.4 LANDSCAPE PER LANDSCAPE DESIGN (BY OTHERS) CANAL RIGHT OF WAY SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > 15' 13 13 25 25 25 25 25 25 25 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SHEET C.3.5 SH E E T C . 3 . 6 SH E E T C . 3 . 2 SHEET C.3.3 SH E E T C . 3 . 1 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN TEMPLE TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 10 C.3.4 VICINITY MAP PROPOSED TEMPLE ±94,913 SF INTERIOR HARDSCAPE AND LANDSCAPE TO BE COMPLETED BY OTHERS INTERIOR HARDSCAPE AND LANDSCAPE TO BE COMPLETED BY OTHERS INTERIOR HARDSCAPE AND LANDSCAPE TO BE COMPLETED BY OTHERS INTERIOR HARDSCAPE AND LANDSCAPE TO BE COMPLETED BY OTHERS SURFACE TREATMENT TO BE CAPABLE OF EV2 LOAD RATING (12T FRONT SINGLE AXLE OR 34T REAR AXLE) - DETAILS PER ARCHITECT'S PLANS SURFACE TREATMENT TO BE CAPABLE OF EV2 LOAD RATING (12T FRONT SINGLE AXLE OR 34T REAR AXLE) - DETAILS PER ARCHITECT'S PLANS SssssssssssSssssssssssssssssssssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss SD SssssssssssSssssssssssssssssssssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss SD 8' 6.5' 3' 26 ' 15 ' R 5 ' 131'59.1' 8' 9. 6 ' 8' 13 . 5 ' 8' 6. 5 ' 3'3'51.1' 15 ' R5' 67' 13 . 5 ' 6. 5 ' 3'3' 8' 9. 6 ' 8' 63' 15 ' 55' R 5 ' 131'12' 15 ' 7' 138.5'6.5'5' 3' 6.5'127.5' 15 ' 8' 3'R5' 16' 1' 7.9' 15 . 4 ' R 5 ' 134.1' 19 . 4 ' R5' R 5 ' 61' 15 ' 7.4'R5' 88' 8' 12.5' 20 ' 7.5' 15 ' R 5 ' 8'8' 8' 91 . 4 ' 17.5'6.5'3' 3' 8' 54' 34' 20 ' 37 . 5 ' R 3 1 ' R 1 0 ' 7' 11' 3'3' 8' 6. 5 ' 13 . 5 ' 67' 8' 8' 6. 5 ' 3'11'3'61' 13 . 5 ' 17.5'6.5'3' 3' 8' 8'67'206' 131' 15 ' 37 . 4 ' R31 ' R5' R 5 ' R5' R10 . 5 ' 64' 10' TYP 10' TYP 20 ' T Y P 20 ' T Y P 20 ' T Y P 10' TYP 20 ' T Y P 10' TYP 26 ' 26' 26 ' 26 ' 61' 26' 5' 6.5' 8' 131.5'12' 3' 16 . 4 ' R 5 ' R5' R 5 ' 36 . 2 ' 8. 1 ' 1' 6.5' 15 ' 135.5' 10' TYP 10' TYP 20 ' T Y P 20 ' T Y P 26 ' 15 ' 14.5' 12 . 1 ' 7. 9 ' 10' TYP 10' TYP 20 ' T Y P 20 ' T Y P 26 ' 4' 3' 13 . 5 ' 131.5' 15 ' 81 . 4 ' 10 ' 60.5' 26 ' 01 0101 01 02 0303 03 03 03 0303 03 0303 03 05 05 05 20 20 03 14 14 14 14 14 14 14 14 14 14 04 04 04 04 04 04 04 04 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 1.8' 6.5' 08 08 08 08 08 08 08 08 08 08 08 3' 06 06 27 07 27 27 27 27 27 27 07 27 27 07 07 0707 07 07 07 07 07 07 07 07 07 0707 07 07 07 07 07 0707 07 07 07 07 07 07 0707 07 18 18 18 18 03 14 24 . 4 ' 14 8' R5 ' A A A A 23 . 4 ' 20 ' 7.9' 15.9' 14.5' 19 6'6'6'6' 24' 12' CLEARANCE 24 9' 2. 5 ' 12' 3' 6' 2. 5 ' 0303 4. 5 ' 17' 2525 25 25 25 26 5' 5' 03 5' 6.3' 03 6' TYP 6' T Y P SS SSssssSss ss ss ssssss SD SD SD ir r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD ir r i r r ir r IR IR IR IR S S SDSD > JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SH E E T C . 3 . 7 SH E E T C . 3 . 2 SHEET C.3.4 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN SOUTH CENTRAL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 11 C.3.5 VICINITY MAPTETON RIVER TEMPLE ST. GENERAL DIMENSIONS SEE ARCHITECTS PLANS FOR ADDITIONAL DETAILS SSssssSss ss ss ssssss SD SD SD i r r ir r ir r IR IR IR IR S S SDSD SSssssSss ss ss ssssss SD SD SD i r r ir r ir r IR IR IR IR S S SDSD > ss ss ss ss ss ss ss ss S ss ss ss ss ss ss ss ss S R 5 ' R30 ' 14.5' 6. 5 ' 8' 18 . 6 ' 14.3' R 3 0 ' R5.5' R5'R5' R 5 ' R5' R5' R5' R 3 0 ' R5' R5' R 5 'R5' R 1 0 ' R3 1 ' R10 ' R 5 'R5' R 1 0 ' R10 ' R 5 'R5' R 5 ' R5' R5'R 5 ' R5 ' R 5 ' R5' R 5 ' R 5 'R5' R5' R 5 ' R 5 ' R5 ' R5' R 5 ' R 5 ' R 2 7 ' R 5 ' R5' R 5 ' R 5 'R5' 26.7' 3'1'1'0.6' 5' 16.4' 20' 6' 15' 23 . 3 ' 51 ' 15' 11 ' 114.1' 15' R 1 5 ' R5' R 5 ' 61 ' 15' 8. 4 ' 2. 6 ' 15' 10 1 ' 20' 15 ' 341' 64' 2' 20' TYP 10 ' TY P 26' 10 ' TY P 20' TYP 20' TYP 10 ' TY P 10 ' TY P 20' TYP 10 ' TY P 20' TYP 20' TYP 10 ' TY P 10 ' TY P 20' TYP 10 ' TY P 20' TYP 20' TYP 20' TYP 10 ' TY P 10 ' TY P 26'26'26' 5. 5 ' 5.9' 26' 3' 1' 5' 6' 89 . 5 ' 6. 5 ' 3'1' 6' 3.1' 14.5'15.9' 5' 34' 5' 32.1' 5' 5' 15'14.1' 13 2 . 1 ' 13 1 . 6 ' 5' 6. 5 ' 6' 12 5 . 6 ' 8. 5 ' 21.5'6.5' 3. 5 ' 3. 5 ' 8' 13.5'6.5' 8' 3. 5 ' 3. 5 ' 15'14.5' 13 2 . 1 ' 3.1' 15' 6. 5 ' 13 4 . 1 ' 11 1 ' 15'15' 12 5 . 6 ' 12 5 . 6 ' 34 ' 21.5'7' 4. 5 ' 4. 5 ' 8' 13.5'6.5' 8' 4. 5 ' 6. 5 ' 15'15'9. 5 ' 60 . 6 ' 6. 5 ' 5' 3'1'4'1' 4' 1' 5' 6. 5 ' 89 . 5 ' 6. 5 ' 5' 4. 5 ' 4. 5 ' 8' 6.5'13.5'22.5'6.5' 8' 15'15' 4. 5 ' 34 ' 13.5'22.5'6.5'6.5' 8' 3. 5 ' 3. 5 ' R 5 ' R5 ' 66 . 6 ' 69 . 6 ' 6. 5 ' 5' 6' 6' 6' 6' 29 . 5 ' 3. 5 ' 8' 3. 5 ' 29 . 5 ' 8' 6.5'13.5'8. 5 ' 15' 11 0 ' 24 6 . 5 ' 8' 8' 34 ' 6.5'13.5' 4. 5 ' 15'9. 5 ' 8' 51 ' 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 20' TYP 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 10 ' TY P 26'26' 26' 26'26' 26 ' 1' 4' 26' 26 ' 26 ' 26' 01 0101 01 01 01 01 01 01 01 01 01 01 02 02 11 03 03 0303 03 03 03 03 03 03 03 03 03 14 14 1414 14 14 14 14 14 1414 14 14 14 14 1414 14 1414 14 14 14 14 14 14 14 14 14 14 14 14 04 04 04 04 04 04 0404 04 04 04 04 04 04 04 04 04 131313 13 13 13 13 13 13 1313 131313 13 131313 13 13 13 13 13 13 13 13 13 13 13 09 0909 09 09 09 0909 0909 0909 09 09 09 09 0909 09 09 09 09 09 09 09 0909 09 09 09 09 2'17 17 08 08 08 08 08 08 08 08 08 08 08 08 08 08 08 0707 07 07 07 07 07 07 07 07 0707 07 07 07 07 0712 4' 09 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 0707 07 07 07 07 07 07 07 07 07 07 07 07 13 13 13 13 08 13 07 07 07 08 13 0. 5 ' 0. 5 ' 13 14 A A A A A A AAAA A A A A 4. 7 ' 13.1' 13.1' 6' 8' 9' 1' 6'8' 9' 20 ' T Y P 10' TYP 10 10 11 10 10 25 25 25 25 25 25 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SHEET C.3.7 SH E E T C . 3 . 3 SH E E T C . 3 . 4 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN NORTHWEST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 12 C.3.6 VICINITY MAP LANDSCAPE PER LANDSCAPE DESIGN (BY OTHERS) WE S T C H U R C H D R . PROPOSED STORAGE ±214 SF SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SS ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD S S SDSD SS ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD S S SDSD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 13 . 5 ' 10' 8' 13.5'6.5'3' 3' 8' R 5 ' R 3 0 ' R30 ' R10 ' 6. 5 ' 8'15 ' 6. 5 ' 8' 18 . 6 ' 14.3' 7' 3' 8' 6. 5 ' 13.5' 8' 3' 3' 7' 6.5' 26 ' 3' 3' 8' 6.5' 13.5' 61 ' 3' 3' 8' 6.5' 46 . 8 ' 13.5' 36 . 8 ' 8' 13 . 5 ' 6. 5 ' 5'4.1' 8' 20 ' 9.1' 15 ' 92.5'8'20'6'14'8'23.3'10' 26' R30 ' R 1 5 ' R5' R 5 ' R15 ' R 5 ' R5' R 5 ' R5'R 5 ' R15 ' R 5 ' R5' R30 ' R 3 0 ' 26.7' 26 ' 11 . 4 ' 11 . 8 ' 8' 2' 6. 3 ' 8' 8' 67 ' 8' 8' 36 . 8 ' 27 . 3 ' 51.5'35.6'11'41.7'82.8'14.3' 15.5' 8. 1 ' 6. 5 ' 21 ' 21 ' 12 . 5 ' 23 . 8 ' 8' 8. 2 ' 8' 10 ' 8' 17 . 7 ' 6' 38 . 8 ' 11.5' 2' T Y P 15' 6' 17 . 8 ' 11.5'4.7' 11.5'6' 33 . 5 ' 10'8' 8' 15 ' 5' 8' 5' 15' 2. 6 ' 13 . 5 ' 6. 5 ' 39.2' 26 . 8 ' 4. 7 ' 6' 27 . 3 ' 3. 2 ' 2. 8 ' 45.2'28.8'6' 36 . 8 ' 9.1'8' 1. 3 ' 1.3' 15 ' 25 . 6 ' 31' 5'5' 8' 6. 5 ' 43 . 3 ' 3' 43 . 9 ' 221' 15 ' 4.1'5' 8'6. 5 ' 99 . 7 ' 13 . 5 ' 8' 86 . 7 ' 21' 18 1 ' 14.5' 16.9' 16.4' 26 ' 10.6' 10' TYP 20 ' T Y P 10' TYP 20 ' T Y P 26 ' 26 ' 26 ' 20 ' T Y P 10' TYP 20' TYP 10 ' TY P 10 ' T Y P 20' TYP 26' 26.5' 50 ' 54 . 5 ' 6' 7' 20 3 . 5 ' 8' 26 ' 26 ' 26 ' 2. 9 ' 11' 6'10' 01 01 01 01 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 05 05 05 05 10 12 14 14 14 14 14 04 04 0404 04 04 0404 04 04 04 04 04 04 0404 13 13 13 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 1313 13 13 1313 13 13 13 13 09 09 09 09 09 09 09 09 09 09 0909 0909 09 09 09 09 09 09 09 09 09 09 03 03 08 08 0808 08 08 08 08 08 08 08 08 08 0808 1.3' 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 4' 09 09 26' 09 27 27 27 07 07 07 07 07 07 07 07 07 07 07 07 07 0707 0707 0707 07 07 07 07 07 27 27 2727 07 07 18 18 18 18 18 18 26' 8. 9 ' 9. 1 ' 13 13 13 13 13 13 1313 15 ' 14 0606 20 . 3 ' 6. 5 ' R 1 0 ' 07 6' 06 20 6 . 5 ' 26 ' 05 A A A A A A A A A A AA A 10'10' 2. 6 ' 9.1' 23 6.3' 5'03 25 25 25 25 25 25 2525 25 25 A 25 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2.DETAILS REFERENCED ON SHEET C.8.0 AND C.8.1 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.INFORMATION PROVIDED ON SHEET C.3.4 FOR REFERENCE ONLY. HARDSCAPE INFORMATION PROVIDED BY LANDSCAPE ARCHITECT 5.SONOTUBES TO BE INSTALLED FLUSH WITH FINISH GRADE WITHIN THE TEMPLE GROUNDS. REFERENCE SHEET C.3.4 FOR APPROXIMATE LOCATIONS. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS ON LAYOUT AND SPECIFICATIONS. 6.MOUNTABLE CURB TO BE INSTALLED AROUND FULL PERIMETER OF TEMPLE SITE. SEE SITE PLAN KEYNOTE 27 FOR REFERENCE. ELECTRICAL KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANS ELECTRICAL TRANSFORMER PAD PER ELECTRICAL PLANS A B SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT. PER FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.7.0 INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT. SEE PCCP TABLE SUMMARY SHEET C.7.0 INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. (TEXTURE PER ARCHITECT'S PLANS) INSTALL ADA RAMP PER ISPWC SD - 712A (2020). INSTALL ADA SIGN PER ARCHITECT'S PLANS INSTALL WHEEL BLOCKS PER DETAIL 4 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER PER DETAIL 5 SHEET C.8.0 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707. LENGTH OF TRANSITION VARIES PER PLAN INSTALL BOLLARD PER DETAIL 3 SHEET C.8.0 (FOR TRASH ENCLOSURE ONLY) INSTALL DOUBLE BIN TRASH ENCLOSURE PER DETAIL 8A SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LANDSCAPE, DETAILS PER LANDSCAPE ARCHITECT'S PLANS STRIPING PER MUTCD STANDARDS INSTALL "NO PARKING - FIRE LANE" SIGN PER INTERNATIONAL FIRE CODE APPENDIX "D" SECTION 103.6 SIGN TYPE "D" WITH SIGN POST PER DETAIL 7 SHEET C.8.0. ELECTRICAL TRANSFORMER PAD (DETAILS PER ELECTRICAL PLANS) INSTALL VALLEY GUTTER PER ISPWC SD - 708 (2020). VAN ACCESSIBLE PARKING STALL. STRIPE PER MUTCD INSTALL NORTHPORT DECORATIVE REMOVABLE BOLLARD PER DETAIL 1, SHEET C.8.0 INSTALL NORTHPORT DECORATIVE STATIONARY BOLLARD PER DETAIL 2, SHEET C.8.0 INSTALL SINGLE BIN TRASH ENCLOSURE PER DETAIL 8B, SHEET C.7.0 (TRASH PAD & SCREEN SECTION PER ARCHITECT'S PLANS) INSTALL 3' X 3' CONCRETE PAD FOR FDC INSTALL CONCRETE STAIRS PER ISPWC SD-713, STAIR RAILING DETAILS PER ARCHITECT'S PLANS MONUMENT SIGN GENERAL LOCATION, DETAILS PER ARCHITECT'S PLANS INSTALL SCH 40 PVC IRRIGATION SLEEVE, SIZE TO BE TWICE THE DIAMETER SHOWN ON LANDSCAPE IRRIGATION PLAN. SLEEVES TO EXTEND 5' PAST SIDES OF ASPHALT AND DRIVE RATED CONCRETE AND 2' PAST SIDES OF SIDEWALK. INSTALL CONCRETE PAD FOR FLAG POLE BASE INSTALLATION. DETAILS PER ARCHITECT'S PLANS INSTALL MOUNTABLE CURB PER DETAIL 9, SHEET C.8.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SHEET REFERENCE LINE SHEET C.3.6 SH E E T C . 3 . 5 ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN SOUTHWEST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 13 C.3.7 VICINITY MAP TETON RIVER TEMPLE ST. WE S T C H U R C H D R . LANDSCAPE PER LANDSCAPE DESIGN (BY OTHERS) PROPOSED MEETING HOUSE ± 16,214 SF LANDSCAPE PER LANDSCAPE DESIGN (BY OTHERS) sd sd ssss SS SSssssssssssssssSssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssss SD SD SD SD SD SD i r r ir r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r IR I R IR IR IR IR ss ss S S S SDSD > > > > > > > > > > > > > 4 8 7 8 48 7 8 48 7 8 48 7 8 48 7 8 4 8 7 8 48 7 8 4 8 7 8 48 7 8 4 8 7 8 48 7 9 48 8 0 48 7 9 48 8 1 48 8 2 4880 48 8 5 4881 488 2 48 8 3 48 8 4 48 8 6 4880 4876 4876 4877 4878 4879 4881 4882 4883 4880 4885 4877 4877 4878 4879 4881 4882 4883 4884 4886 4880 4885 4878 4879 4881 4882 4883 4884 4886 4880 4881 4882 4883 4886 4887 48 8 5 4 8 8 6 48 8 5 48 8 4 48 8 6 48 8 7 4 8 8 5 4884 488 4 48 8 6 48 8 6 4 8 8 6 4 8 8 7 4 8 9 0 4 8 9 0 4 8 8 8 4 8 8 8 4 8 8 9 4 8 8 9 4 8 9 1 4 8 9 1 4 8 9 0 489 0 48 8 8 4 8 8 9 48 8 9 489 1 48 9 1 4880 4880 4885 4881 4882 4883 4884 4886 488 7 48 8 8 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 60'120' SCALE: 1" = 60' TETON RIVER TEMPLE ST N. 2 N D E . S T . TE M P L E V I E W D R WE S T C H U R C H D R SHEET C.4.2 SHEET C.4.1 SHEET C.4.4 SHEET C.4.3 SHEET C.4.5 SHEET C.4.6 SHEET C.4.7 ID-6875-22; 50147737521 MARCH 15, 2024 OVERALL KEYMAP - GRADING PLAN TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 14 C.4.0 SHEET REFERENCE BOUNDARY . 1.ALL DETAILS SHOWN ON SHEETS C.4.1 - C.4.7 SHEET NOTE i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r IR ir r ir r I R irr irr i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r IR ir r ir r I R irr irr 48 7 9 48 8 2 48 8 3 4 8 8 0 4 8 8 0 48 8 5 4 8 8 5 48 9 0 4 8 9 0 4 8 7 9 4 8 8 1 48 8 2 4 8 8 2 48 8 3 4 8 8 3 488 4 4 8 8 4 48 8 6 4 8 8 6 48 8 7 4 8 8 7 48 8 8 4 8 8 8 48 8 9 4 8 8 9 48 9 1 4 8 9 1 48 9 2 4 8 9 2 4885 4890 488 4 4886 4887 4888 4889 4891 4892 4893 4894 4 8 8 0 48 8 1 4 8 8 2 48 8 3 4 8 8 4 48804880 4881 4881 488 1 4881 4882 4883 4884 4 8 8 4 48 8 0 48 8 1 48 8 2 48 8 3 48 8 4 4 8 8 5 4884 488 4 4 8 8 6 2.4% 0.6% 0. 7 % 0. 7 % 2. 4 % 0. 6 % 2.0% 2.1% 2.0%2.0% 0. 5 % 0. 5 % 0. 5 % 0. 5 % 0. 5 % 0. 6 % 0. 6 % 0. 5 % 0. 5 % 0. 5 % 0. 0 % 0. 0 % 2.0% 2.5% 2.0%2.0% 2.0% 2.0% 2.0%2.0% 2.0% 2 . 2 % 0.9% 0.7% 0. 6 % 2.1% 2.1% 2.7 % 1. 9 % 2.2% 2.5% 2.4% 2.3 % 2.3% 2.1% 2.1% 2.1% 2.1% 2.3% 2.2% 2. 2 % 5. 9 % 1.3% 1.6% 2 . 4 % 1.7% 7.5%7.5%1.4 % 1.8% 1.5% 1.9 % 7.4%1.8% 1.0% 1.3% 2. 1 % 1 . 9 % 1. 5 % 1 . 8 % 0. 8 % 0. 8 % 2.1 % 2.5% 2.3% 2.3% 2.1% 1.1% 2.9 % 2 . 2 % 0.8% 2.6 % 2.5% 2 . 1 % 0.2% 1.7% 1. 6 % 2 . 4 % 1.5 % 1.7 % 0.6%1.2%0.6% 1. 8 % 1. 2 % 2. 1 % 1. 8 % 1 . 6 % 1. 7 % 2. 4 % 1. 9 % 2. 4 % 1. 7 % 0. 9 % 0. 9 % 0. 8 % 0. 6 % 0. 8 % 2.3% 2.4% 2 . 2 % 2.7% 1.1% 2.6% 2.2% DTBC: 4886.86 DTBC: 4886.88 DTBC: 4886.96 TBC: 4886.70 TBC: 4886.84 TBC: 4887.09 TBC: 4887.69 TBC: 4887.42 DTBC: 4887.43 DTBC: 4887.43 DTBC: 4887.43 TBC: 4885.04 TBC: 4884.30 TBC: 4885.64 TBC: 4885.45 DTBC: 4884.96 DTBC: 4884.92 TBC: 4885.39 TBC: 4885.59 TBC: 4885.86 TBC: 4885.38 TBC: 4885.38 TBC: 4885.44TBC: 4885.71 TBC: 4885.91 DTBC: 4885.45 DTBC: 4885.49 TBC: 4885.98 TBC: 4886.46 DTBC: 4885.97 DTBC: 4885.93 TBC: 4886.39 TBC: 4886.45 TBC: 4886.72 TBC: 4885.43 DTBC: 4884.99 DTBC: 4884.99 TBC: 4885.44 TBC: 4885.50 TBC: 4886.41 TBC: 4886.68 DTBC: 4886.83 DTBC: 4886.83 DTBC: 4886.87 TBC: 4886.70 TBC: 4886.45 TOC: 4887.21 TOC: 4887.01 TOC: 4887.09 TOC: 4886.92 TOC: 4887.01 TOC: 4886.97 TOC: 4887.81 TOC: 4887.85 TOC: 4887.73 TOC: 4887.73 TOC: 4887.73 TOC: 4887.85 TOC: 4885.38 TOC: 4885.46 TOC: 4885.91 TOC: 4885.99 TOC: 4886.47 TOC: 4886.39 TOC: 4886.59 TOC: 4886.67 TOC: 4886.76 TOC: 4886.68 TOC: 4886.81 TOC: 4886.89 TOC: 4886.97 TOC: 4885.52 TOA:4884.96 TOA:4884.94 TOA:4885.03 DTBC: 4885.05 TOA:4884.93 TOA:4886.85 TOA:4886.20 TOC: 4887.41 TOC: 4887.24 TOC: 4886.67 TOC: 4886.80 TOA:4885.89 TOA:4885.90 TOA:4885.96 TOA:4885.94 TOA:4885.46 TOA:4885.48 TOA:4885.41 TOA:4885.42 TOA:4884.95 TOA:4884.94 TOA:4884.90 TOA:4884.89 PROPOSED GROUNDS BUILDING ± 1,920 SF FFE: 4884.86 TOA:4885.14 TOA:4886.10 TBC: 4886.60 TOA:4883.80 TOA:4884.88 TOC: 4886.92 TOC: 4886.18 TOA:4884.38 TBC: 4884.88 TBC: 4885.52 TOA:4885.02 TOA:4885.55 TBC: 4886.05 TBC: 4886.53 TOA:4886.03 TBC: 4887.43 TOC: 4887.41 TOC: 4886.93 TBC: 4886.95 TOA:4884.54 TOC: 4885.08 TOA:4886.78 TOC: 4887.85 TOG: 4883.39 TBC: 4883.89 TOG: 4887.44 TOA:4884.97 TOA:4886.94 TOC: 4887.41 TOC: 4886.84 FG: 4884.62 TOC: 4884.78 FG: 4884.68 TOC: 4884.70 TOC: 4884.62 TOC: 4884.62 FG: 4884.72 TOC: 4884.72 TOA:4884.61 DTBC: 4884.64 DTBC: 4884.71 TOA:4884.69 FL: 4884.61 FL: 4884.45 TOC: 4884.61 FL: 4884.15 FL: 4883.96 TOC: 4884.10 TOC: 4884.08 TBC: 4884.42 FL: 4883.92 TOA:4883.92 TOC: 4884.08 TOC: 4884.28 TOC: 4884.28 TOC: 4884.58 TOC: 4884.58 TOC: 4884.66 TOC: 4884.54TOC: 4884.74 TOC: 4884.86 TOC: 4884.86 FG: 4884.86 FG: 4884.86 FG: 4884.86 FG: 4884.86FG: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 TOC: 4884.86 FL: 4884.20 TOC: 4884.32 TOC: 4884.32 FL: 4884.37 TOC: 4884.50 TOC: 4884.50 FG: 4884.86 TOA:4885.64 TBC: 4886.15 TOC: 4886.24 TOA:4884.29 TBC: 4884.79 TOA:4884.52 TBC: 4885.02 TOC: 4885.11 TOA:4883.84 TBC: 4884.34 TOC: 4883.92 FL: 4883.79 TOC: 4883.92 TOC: 4883.41 TOG: 4883.28 TOC: 4883.41 TBC: 4883.78 TOC: 4884.47 TBC: 4884.38 TOA:4885.95 TOA:4884.88 TBC: 4884.71 TOA:4884.69 TOC: 4884.29 TOG: 4884.07 TOC: 4884.20 TOC: 4884.20 TOC: 4884.86 TOC: 4884.86 TOG: 4884.82 TBC: 4885.32 TBC: 4884.86 TOA:4884.36 TOA:4886.20 TOG: 4884.17 TOC: 4884.29 4 8 8 6 4 8 8 7 4 8 8 4 4 8 8 5 48 8 4 488 5 TOG: 4884.65 TOG: 4884.61 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINE VICINITY MAP SHEET C.4.2 SH E E T C . 4 . 3 SH E E T C . 4 . 4 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN NORTHEAST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 15 C.4.1 N. 2 N D . E . S T . SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD 202 4879.916 BRCAP--IDAHO STATE HWY RIGHT OF WAY 33FT LT 76+00 ss ss ss SD i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r I R irr irr IR irr irr 202 4879.916 BRCAP--IDAHO STATE HWY RIGHT OF WAY 33FT LT 76+00 ss ss ss SD i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r I R irr irr IR irr irr 2.0%2.0%2.0% 2.5% 0. 0 % 0. 5 % 0. 5 % 2.0% 0. 5 % 2.5%2.0%2.0% 0. 5 % 0. 8 % 0. 1 % 0. 6 % 0. 4 % 0. 4 % 0. 9 % 2.0% 0. 9 % 2.0%1.9% 1. 0 % 1. 5 % 2.4% 2.0% 2. 2 % 1.2% 1.1% 2.0% 2.0% 2 . 2 % 2.1% 1.5% 1.5% 3. 2 % 3. 2 % 2. 9 % 1.3 % 1.3% 1. 9 % 0.6%1.6% 2. 1 % 0.6% 1. 7 % 1.2% 0.6% 1.8% 0. 5 % 0. 6 % 0. 5 % 2.0%2.0% 0. 7 % 0. 5 % 2.0% 1. 2 % 1. 2 % 2.0% 0. 9 % 1. 0 % 1.2% 3. 2 % 4. 3 % 1.5%1.4% 1.5% 7.4%7.4%7.4% 2.3% 2.3% 2.3% 2.4% 2.5 % 2.3 % 2.2 % 2.1% 2.3% 2.6 % 2.6 % 2.0% 1.5% 1.5% 2 . 0 % 1.6% 1.6% 7 . 5 % 7. 5 % 2.0 % 7 . 8 % 1 . 8 % 1.6 % 7.6%7.8%7.8% 1.9 % 1.9%7.3% 3. 6 % 3. 8 % 3.5 % 3.5 % 2. 7 % 2. 1 % 2 . 2 % 2 . 2 % 1.9 % 2.3% 2.2% 2.3 % 1 . 6 % 1 . 9 % 48 7 8 48 7 8 48 7 8 48 7 8 487 8 488 1 488 0 48 8 2 48 8 0 488 2 4884 48 8 4 48 8 3 48 8 5 48 8 6 48 8 5 48 8 6 48 8 7 48 8 5 48 8 6 48 8 5 48 8 4 1 . 5 % 3 . 6 % 3. 5 % 0. 5 % TBC: 4885.98 TBC: 4885.90 DTBC: 4885.46 DTBC: 4885.56 TBC: 4886.07 TBC: 4885.55 TBC: 4885.44 DTBC: 4884.92 DTBC: 4884.80 TBC: 4885.19 TBC: 4887.58 TBC: 4887.75 TBC: 4887.51 DTBC: 4887.07 DTBC: 4887.18 TBC: 4887.70 TBC: 4886.87 TBC: 4886.55 TBC: 4886.35 TBC: 4886.42 DTBC: 4885.98 DTBC: 4886.06 TBC: 4886.56 TBC: 4886.80 TBC: 4887.07 TBC: 4887.83 TBC: 4887.58 TBC: 4887.44 DTBC: 4887.46 DTBC: 4887.46 DTBC: 4887.55 DTBC: 4887.43 DTBC: 4887.43 DTBC: 4887.43 TBC: 4887.47 TBC: 4887.74 TBC: 4883.73 TBC: 4884.35 TBC: 4883.02 TBC: 4882.78TBC: 4883.37 DTBC: 4882.83 DTBC: 4882.88 TBC: 4883.37 TBC: 4883.42 TBC: 4883.58 TBC: 4883.85 TBC: 4884.59 TBC: 4883.95 TBC: 4884.22 TBC: 4884.43 TBC: 4884.32 DTBC: 4883.81 TBC: 4883.71DTBC: 4883.71 TBC: 4884.13 TBC: 4883.93 TBC: 4883.60TBC: 4884.69 TBC: 4884.58 TBC: 4884.65 DTBC: 4884.20 DTBC: 4884.30 TBC: 4884.81 TBC: 4884.92 TBC: 4885.04 TBC: 4885.31 TBC: 4885.81 DTBC: 4885.33 DTBC: 4885.41 TBC: 4885.91 TBC: 4886.06 TBC: 4885.20 TBC: 4885.47 TBC: 4885.37 TBC: 4885.18 DTBC: 4884.64 DTBC: 4884.54 TOA:4884.45 TBC: 4884.67 TBC: 4885.83 TBC: 4885.59 TBC: 4885.39 TBC: 4884.92 DTBC: 4884.96 TBC: 4885.45TBC: 4885.98 DTBC: 4885.49 DTBC: 4885.45 TBC: 4885.91 TBC: 4885.56 TBC: 4885.37 TBC: 4884.90 DTBC: 4885.78 DTBC: 4885.70 TBC: 4886.18 TBC: 4886.72 TBC: 4886.45 TBC: 4886.39 DTBC: 4885.93 DTBC: 4885.97 TBC: 4886.46DTBC: 4886.87 DTBC: 4886.83 DTBC: 4886.83 TBC: 4886.73 TBC: 4886.46 TBC: 4886.43 TBC: 4886.28 TOC: 4887.73 TOC: 4887.85 TOC: 4887.73 TOC: 4887.85 TOC: 4887.86 TOC: 4887.95 TOC: 4887.75 TOC: 4887.83 TOC: 4887.56 TOC: 4887.65 TOC: 4887.56 TOC: 4885.46 TOC: 4885.38 TOC: 4885.99 TOC: 4885.91TOC: 4886.47 TOC: 4886.39 TOC: 4886.59 TOC: 4886.68 TOC: 4886.76 TOC: 4886.67TOC: 4886.97 TOC: 4886.89 TOC: 4886.27 TOC: 4885.79 TOC: 4885.42 TOC: 4885.90 TOC: 4885.40 TOC: 4884.80 TOC: 4884.97 TOC: 4885.06 TOC: 4884.89 TOC: 4884.70TOC: 4884.98 TOC: 4885.14 TOC: 4885.04 TOC: 4883.38 TOC: 4883.30 TOC: 4883.91 TOC: 4883.81 METOC: 4878.31 METOC: 4878.26 TOC: 4885.42 TOC: 4885.30 TOC: 4885.44 TOC: 4885.56 TOC: 4885.64 TOC: 4885.52 TOC: 4885.56 TOA:4885.44 TOC: 4885.65 TOC: 4885.59 TOA:4885.94 TOA:4885.96 TOA:4885.46 DTBC: 4884.94 TOA:4884.95 TOA:4885.02 TOA:4885.48 TOC: 4887.41 TOC: 4887.25 TOC: 4886.97 TOC: 4886.80 TOC: 4886.68 TOC: 4886.23 TOA:4885.89 TBC: 4885.90 TBC: 4885.42 TOA:4885.41 TOA:4884.89 TOA:4884.90 TOA:4886.94 TOA:4886.03 TBC: 4886.53 TOA:4887.44 TOA:4885.78 TOA:4885.68 TOA:4885.68 TOA:4885.75 TOA:4884.40 TOA:4883.83 TBC: 4884.33TOA:4884.09 TOA:4885.31 TOA:4885.41 TOA:4885.31 TOA:4885.38 TOA:4887.20 TOA:4887.07 TOA:4887.01 TOA:4887.16 TOA:4886.37 TOA:4885.33 TBC: 4885.83 TBC: 4883.45 TOA:4882.95 TOC: 4887.19 TOC: 4887.28 TOC: 4887.19 TOC: 4886.80 TOC: 4886.68 TOC: 4886.76 TOC: 4886.88 TOC: 4886.48 TOC: 4886.56 TOA:4885.85 TOA:4885.92 TOA:4885.95 TOA:4886.03 TOA:4886.06 TOA:4885.40 TOA:4885.32 TBC: 4885.82 TOA:4885.53 TOA:4885.57 TOA:4884.94 TOA:4884.90 TOA:4884.78 TOA:4884.69 TOA:4884.68 TOA:4884.62 TOA:4884.52 TBC: 4884.95 TOA:4884.31 TBC: 4884.81 TOA:4884.27 TOA:4884.31 TOA:4884.42 TOA:4883.93 TOA:4883.82 TOA:4883.79 TBC: 4883.69TOA:4883.69 TOA:4883.63 TOA:4884.15 TOA:4884.17 TOA:4883.10 TOA:4882.28 TOA:4882.80 TOA:4882.52 TOA:4882.85 TOA:4882.87 TOA:4882.87 TOA:4883.23 TOA:4882.87 TBC: 4883.37 TOG: 4878.99 TBC: 4879.49 TBC: 4879.85 TOA:4879.35 METOC: 4878.35 METOC: 4878.50 TOA:4878.48 TBC: 4878.98 TBC: 4879.16 TOA:4878.66 TOC: 4887.41 TOC: 4886.84 TOA:4883.85 TOA:4887.29 TBC: 4887.79 TBC: 4886.17 TOG:4885.67 TBC: 4884.72 TBC: 4885.17 TBC: 4883.92 TBC: 4882.75 TBC: 4879.78 TBC: 4887.55 TOG: 4884.22 TOG: 4883.42TOG: 4884.67 TOG: 4879.28 TOG: 4887.05 TOG: 4882.25 0. 1 % 0. 6 % 2.2% 2.4% 2.3% 2.5% 48 8 3 48 8 2 48 8 1 48 8 0 48 7 9 4884 4883 4882 4880 4881 METOC: 4878.35 METOC: 4878.49 488 3 4884 TOG: 4878.24 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINE SHEET C.3.1 SH E E T C . 4 . 4 SH E E T C . 4 . 5 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN SOUTHEAST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 16 C.4.2 VICINITY MAP N. 2 N D E . S T . TETON RIVER TEMPLE STREET DEPRESSED CURB HEAD 2. 0 % 0.9% 0.8% 0. 6 % 2.1% 2. 2 % 1. 8 % 0.9% 2. 2 % 1.0% 1. 4 % 1. 6 % 2 . 0 % 2. 5 % 3 . 3 % 4.1% 0.7 % 2. 0 % 2. 5 % 1.6% 1. 7 % 1. 8 % 1. 8 % 1. 8 % 1. 9 % 1.0% 1.6% 1. 3 % 1. 8 % 0.5%0.2% 1. 6 % 2. 7 % 1. 8 % 0.0% 0.5%0.5% 0.0%0.0%1.3% 1.3% 2.0% 1.4% 1. 9 % 1.1% 1.2% 1.2% 2. 0 % 1.3%4.0%2.1% 7.6%1. 8 % 1. 8 % 2.9 % 1 . 8 % 1. 8 % 7.7% 6. 0 % 6 . 8 % 2.4 % 2.4 % 2.3 % 2.1 % 1. 6 % 2.3 % 1.7 % 1.7 % 1.6 % 1.6 % 1.6 % 1.7 % 2 . 4 % 2 . 9 % 4.6 % 4.4 % 2 . 4 % 2. 8 % 2 . 6 % 2.1 % 2 . 4 % 1. 9 % 1. 9 % 1. 7 % 1. 8 % 2. 6 % 2 . 5 % 48 8 5 48 8 4 48 8 2 48 8 3 48 8 4 4880 4880 4885 488 1 4881 4882 4882 4883 4884 4886 48 8 5 48 8 4 48 8 6 4879 4880 487 9 4880 48 8 7 488 6 488 5 48 8 7 4 8 8 8 4885 48 8 6 2.2 % 2.4 % 2 . 0 % 2.4 % 2.0 % 1. 8 % 4.4% 2 . 5 % 2 . 5 % 3.3% 1 . 5 % 2.8 %1.7 % TBC: 4887.23TBC: 4887.00 TBC: 4886.88 TBC: 4887.37 DTBC: 4886.87 DTBC: 4886.78 TBC: 4887.21 TBC: 4885.80 DTBC: 4884.98 TBC: 4885.46 DTBC: 4884.98 TBC: 4885.46 TBC: 4885.02 TBC: 4885.07 TBC: 4884.79 DTBC: 4884.28 DTBC: 4884.17 TBC: 4884.58 TBC: 4884.43 TBC: 4883.49 TBC: 4883.32TBC: 4883.23 TBC: 4883.20 TBC: 4886.30 TBC: 4886.22 TBC: 4886.13 TBC: 4885.97 TBC: 4887.59 TBC: 4888.03 DTBC: 4888.42 DTBC: 4888.50 DTBC: 4887.77 DTBC: 4887.77 DTBC: 4887.77 DTBC: 4887.99 DTBC: 4887.43 DTBC: 4887.14 TBC: 4885.64 TBC: 4885.52 TBC: 4885.25 TBC: 4886.47 TBC: 4886.77 TBC: 4887.00TBC: 4882.19 TBC: 4881.98 TBC: 4881.71 TBC: 4887.77 TBC: 4888.19TBC: 4883.25 TBC: 4882.95 TBC: 4884.97 TBC: 4885.22 DTBC: 4886.40 TBC: 4885.32 DTBC: 4884.43 DTBC: 4884.33 DTBC: 4884.30 TBC: 4884.36 TBC: 4885.97 TBC: 4886.32 DTBC: 4886.31 TOC: 4887.75 TOC: 4888.40 TOC: 4888.58 TOC: 4888.70 TOC: 4888.81 TOC: 4888.17 TOC: 4888.11 TOC: 4888.05 TOC: 4887.55 TOC: 4887.33 TOC: 4887.21 TOC: 4886.41 TOC: 4886.81TOC: 4886.69 TOC: 4886.81 TOC: 4886.61 TOC: 4884.99 TOC: 4885.07 TOC: 4884.95 TOC: 4884.87TOC: 4884.69 TOC: 4884.78 TOC: 4884.21 TOC: 4883.43TOC: 4883.31 TOC: 4886.33 TOC: 4886.24 TOC: 4887.22TOC: 4887.10 TOC: 4887.30TOC: 4887.18 TOA:4885.14 TOA:4886.10 TBC: 4886.60 TOA:4887.69 TOA:4887.27 TOA:4886.50 TOA:4885.65 TBC: 4886.15 TBC: 4885.72 TOA:4885.22 TOA:4882.80 TOA:4882.37 TBC: 4882.87 TBC: 4883.30 TOA:4882.45 TOA:4882.75 TOA:4882.60 TBC: 4883.10 TOA:4882.99 TOA:4881.69 TOA:4883.86 TBC: 4884.71 TOA:4884.21 TOA:4884.27 TOA:4884.41 TOA:4884.45 TBC: 4884.95 TOA:4884.15 TOA:4884.08 TOA:4884.25 TOA:4884.29 TOA:4884.57 TOA:4884.53 TOA:4884.82 TOA:4884.96 TOA:4884.96 TOA:4884.96 TOG:4884.30 TBC: 4884.80 TOC: 4884.34 TOC: 4884.81 TOC: 4884.93 TOA:4884.47 TOA:4883.31 TBC: 4883.81 TOA:4884.72 TOA:4885.65 TBC: 4886.15 TOA:4886.29 TOA:4886.23 TBC: 4886.73 TOA:4886.37 TOA:4886.38 TBC: 4886.88 TOA:4886.76 TOA:4886.71 TOA:4886.84 TOA:4886.87 TOA:4884.96 TOA:4884.96 TBC: 4885.46 TOA:4884.96 TBC: 4885.46 TOA:4887.75 TBC: 4888.70 TOA:4888.20 TOA:4888.34 TOC: 4887.75 TOA:4887.96 TOA:4887.41 TOA:4887.12 TOC: 4888.56 TOC: 4888.42 TBC: 4885.22 TOG:4884.72 TOG:4886.87 TBC: 4881.68 TOG:4881.18 TOA:4885.30 0.6% TOA:4884.31 0.9% TBC: 4885.70 TBC: 4885.69 TOC: 4886.08 TOC: 4886.10 TOC: 4888.75 TOC: 4888.59 TOC: 4888.60 TOC: 4888.66 TOC: 4888.32 TOC: 4888.36 TOC: 4888.20 TOC: 4888.26 TOC: 4886.89 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINE SH E E T C . 4 . 6 SH E E T C . 4 . 1 SHEET C.4.4 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN NORTH CENTRAL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 17 C.4.3 VICINITY MAP SHEET C.4.4 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD TBC: 4887.37 TBC: 4885.80 DTBC: 4884.98 TBC: 4885.46 TBC: 4884.98 TBC: 4885.46 TBC: 4885.02 TOC: 4888.81 TOC: 4888.17 TOC: 4888.11 TOC: 4887.21 TOC: 4887.55 TOC: 4887.81 TOC: 4887.85 TOC: 4887.85 TOC: 4887.85 TOC: 4887.85 TOC: 4887.86 TOC: 4887.95TOC: 4888.09TOC: 4888.70TOC: 4888.83 TOC: 4889.08TOC: 4889.22TOC: 4889.47TOC: 4889.47TOC: 4889.47TOC: 4889.47TOC: 4889.47TOC: 4889.29TOC: 4889.24TOC: 4889.09TOC: 4887.54 TOC: 4887.32 TOC: 4887.33 1. 9 % PROPOSED TEMPLE ±94,913 SF FFE: 4892.00 4890 4 8 9 0 4888 4 8 8 8 4889 4 8 8 9 489 1 4 8 9 1 4890 489 0 488 9 488 9 4891 4 8 9 1 4892 4890 4886 4887 4888 4889 4891 4890 4886 4887 4888 4889 4891 4 8 7 8 4 8 7 8 4878 48 7 8 48 7 8 4 8 7 8 TBC: 4885.46 DTBC: 4885.46 TOC: 4887.37 TOC: 4887.37 TOC: 4886.89 TOC: 4887.29 TOC: 4887.37 TOC: 4887.85 TOC: 4888.56 TOC: 4888.42 TOG:4889.23 TOG:4888.88TOG:4888.93 TOG:4889.41 TOG:4886.82 TOG:4887.45 TOG:4888.24 TOG:4887.44 TOG:4886.87 TOG:4891.98 TOG:4889.75 TOG:4891.50 TOC: 4887.35 TOG:4891.79 TOG:4891.18 TOG:4887.22 TOG:4888.16 TOG:4887.37TOG:4891.17TOG:4891.81 TOG:4889.75 TOG:4891.78 TOG:4891.18 TOG:4890.93 TOG:4891.81TOG:4891.19 TOG:4890.90 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINE SHEET C.4.5 SH E E T C . 4 . 6 SH E E T C . 4 . 2 SHEET C.4.3 SH E E T C . 4 . 1 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN TEMPLE TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 18 C.4.4 VICINITY MAP S S ssssssssssssSssssssssssssssssssssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD SD ss 1.4% 1. 8 % 1. 5 % 1.3% 0. 6 % 1.4% 1. 6 % 0. 9 % 1. 2 % 0. 5 % 0.6%0.6%0.8%0.8% 0.3%0.7%0.6%0.7% 2. 0 % 1.4% 1. 8 % 1. 4 % 1.1% 1. 6 % 1.0% 1. 2 % 1.0% 1.4% 1. 7 % 0.1% 0. 4 % 2. 5 % 0.5% 0.2% 1.0% 1. 2 % 1. 8 % 2. 0 % 0.7% 1. 8 % 1. 5 % 2. 0 % 1. 5 % 2. 0 % 2. 0 % 2. 0 % 2. 1 % 1 . 6 % 1 . 7 % 1 . 8 % 1 . 4 % 1 . 5 % 1 . 5 % 1. 4 % 1 . 7 % 1 . 7 % 1 . 7 % 1. 5 % 1.8 % 1.8 % 4.9% 7. 7 % 7.5% 7. 7 % 1.7 % 1 . 6 % 1 . 6 % 7. 7 % 2 . 0 % 2.1 % 4.9% 1.8 % 7 . 5 % 1.9 % 2.7 % 2.7 % 2.4 % 2. 1 % 1.9% 2.4 % 2.5 % 2.6 % 1. 5 % 2. 0 % 2. 2 % 1.9% 1.6% 1.1% 7.5% 2.4 % 2. 0 % 0.6% 2 . 3 % 2 . 3 % 1 . 9 % 1 . 9 % 1. 8 % 2 . 2 % 2.1 % 2 . 0 % 48 8 8 48 8 7 48 8 5 48 8 6 4 8 8 7 4886 4887 4888 4888 4880 4885 4879 4881 4882 4883 4884 4880 4885 4877 4877 4878 4879 4881 4882 4883 4884 4880 4885 48 7 9 4881 4882 4883 4884 2.0 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 6 % 1 . 6 % 1 . 7 % 1.7 % 1 . 7 % TBC: 4886.66 TBC: 4886.46 TBC: 4886.19 DTBC: 4886.61 DTBC: 4886.56 DTBC: 4886.67DTBC: 4886.61 TBC: 4887.06 TBC: 4887.17 TBC: 4887.01 TBC: 4886.81 TBC: 4887.02 TBC: 4887.11 TBC: 4886.54 TBC: 4885.74 TBC: 4885.98 TBC: 4886.16 TBC: 4884.58 TBC: 4884.77 TBC: 4884.34 TBC: 4885.63 TBC: 4885.41 TBC: 4885.25 TBC: 4886.38 TBC: 4886.54 TBC: 4886.18 TBC: 4887.67 TBC: 4887.87 TBC: 4887.57 TBC: 4887.08 DTBC: 4887.04 DTBC: 4886.98 TBC: 4887.45 TBC: 4887.96 DTBC: 4887.49 DTBC: 4887.55 DTBC: 4887.59 TBC: 4888.14 TBC: 4888.54 TBC: 4888.85 TBC: 4887.58 TBC: 4887.75 TBC: 4886.64 TBC: 4886.80 TBC: 4887.07 DTBC: 4887.68 DTBC: 4887.78 DTBC: 4887.97DTBC: 4888.58 DTBC: 4888.37 DTBC: 4888.37 DTBC: 4888.44DTBC: 4889.08 TBC: 4889.42 TBC: 4889.06 TBC: 4888.93 TBC: 4888.57 TBC: 4888.24 DTBC: 4887.71 DTBC: 4887.59TBC: 4888.02 TBC: 4887.91 TBC: 4887.73 TBC: 4887.65 DTBC: 4887.15 DTBC: 4887.09 TBC: 4887.54TBC: 4887.49 DTBC: 4887.03DTBC: 4887.08 TBC: 4887.57TBC: 4887.64 TBC: 4887.75 TBC: 4887.79 DTBC: 4887.35 DTBC: 4887.47 TBC: 4887.97 TBC: 4888.30 TBC: 4888.83 TBC: 4888.90 TBC: 4889.17TBC: 4889.12TBC: 4889.00TBC: 4887.42 TBC: 4887.18 TBC: 4887.02 TOC: 4888.09TOC: 4888.70TOC: 4888.83 TOC: 4888.72 TOA:4888.42 TOC: 4888.99TOC: 4889.09 TOC: 4889.10TOC: 4889.20TOC: 4889.47 TOC: 4889.36 TOA:4889.06 TOC: 4889.47 TOC: 4889.35 TOC: 4889.47 TOC: 4889.35 TOC: 4889.20 TOC: 4889.12 TOC: 4888.01 TOC: 4887.89 TOC: 4887.98 TOC: 4887.90 TOC: 4887.86 TOC: 4887.78 TOC: 4887.65 TOC: 4887.59TOC: 4887.53 TOC: 4887.53 TOC: 4887.76 TOC: 4887.68 TOC: 4887.88 TOC: 4887.80 TOC: 4887.77 TOC: 4887.65 TOC: 4889.19 TOC: 4889.11 TOC: 4889.47 TOC: 4889.35TOC: 4889.35 TOC: 4889.47TOC: 4889.29TOC: 4889.24TOC: 4889.09TOC: 4887.54 TOC: 4885.62 TOC: 4885.59 TOC: 4886.42 TOC: 4886.71TOC: 4886.65 TOC: 4886.85TOC: 4886.79 TOC: 4886.97TOC: 4886.91 TOC: 4887.17TOC: 4887.11 TOC: 4886.60TOC: 4886.65 TOC: 4886.74TOC: 4886.79 TOC: 4886.86TOC: 4886.91 TOC: 4887.06TOC: 4887.11 TOC: 4886.07 TOC: 4884.22 TOC: 4885.75 TOC: 4887.10 TOC: 4887.57 TOA:4888.92 TOA:4887.74 TOA:4887.68 TOA:4887.56 TOA:4887.52 TOA:4887.15 TOA:4887.12 TOA:4887.06 TOA:4887.04 TOA:4886.56 TOA:4886.59 TOA:4886.65 TOA:4886.67 TOA:4886.54 TOA:4886.59 TOA:4886.61 TOA:4886.52 TOA:4886.99 TOA:4887.01TOA:4887.06 TOA:4887.07 TOA:4887.46 TOA:4887.46 TOA:4887.56 TOA:4887.64 TOA:4887.65 TBC: 4887.87 TOA:4887.37 TOA:4885.66 TOA:4888.35 TOA:4888.07 TOA:4888.04 TOC: 4887.61 TOC: 4888.08 TBC: 4886.84 TOA:4886.34 TOA:4886.81 TBC: 4887.31 TOA:4887.29 TOA:4887.32 TOA:4887.44 TOA:4887.47 TOA:4887.05 TOA:4887.07 TOA:4886.95 TOA:4886.95 TOA:4887.17 TOA:4887.37 TOA:4888.33 TOA:4887.63 TBC: 4888.13 TOA:4886.52 TOA:4886.04 TOA:4884.27 TOA:4887.30 TOA:4886.14 TBC: 4884.31 TBC: 4886.15 TBC: 4885.71 TBC: 4887.55 TOG:4887.05 TOG:4885.21TOG:4883.81 TOG:4885.65 1 . 6 % 1.7 % 2.1 % 2. 5 % 1.8 % 2.1% 1.8 % TBC: 4887.79 TOA:4887.02 TOA:4887.76 TOA:4887.95TOA:4888.56 TOA:4888.34 TOA:4888.34 1 . 4 % 1 . 5 % FG: 4885.23 FG: 4885.23 FG: 4880.69FG: 4880.69 FG: 4879.61FG: 4879.61 TOC: 4878.57 TOC: 4878.63 TOC: 4878.63 TOC: 4878.57 TOC: 4879.02 TOC: 4878.96 TOC: 4879.03 TOC: 4878.96 TOC: 4888.86 TOC: 4888.90TOC: 4889.02 TOC: 4888.98TOC: 4889.32 TOC: 4889.23TOC: 4889.41 TOC: 4889.41 TOC: 4878.33 TOC: 4878.33TOC: 4878.31 TOC: 4878.32 TOC: 4889.36 TOC: 4889.35 TOC: 4889.29 4889 4889 4888 4 8 8 9 TOG: 4876.89 TOG: 4877.55 TOG: 4877.55 TOG: 4877.07 488 9 SS S ssssSss ss ss ssssss SD SD i r r i r r ir r IR IR IR IR S S SDSD JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINESH E E T C . 4 . 7 SH E E T C . 4 . 2 SHEET C.4.4 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN SOUTH CENTRAL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 19 C.4.5 VICINITY MAP TETON RIVER TEMPLE ST. SSssssSss ss ss ssssss SD SD SD i r r ir r ir r IR IR IR IR S S SDSD SSssssSss ss ss ssssss SD SD SD i r r ir r ir r IR IR IR IR S S SDSD ss ss ss ss ss ss ss ss S ss ss ss ss ss ss ss ss S 1. 8 % 1. 9 % 1.6% 1.5% 2.5% 2.0% 2.5% 2.0% 1.8% 1. 8 % 2.1% 2.0% 1.4 % 2.0% 1. 5 % 1. 5 % 0. 6 % 1. 1 % 2. 2 % 2. 0 % 1. 2 % 1. 2 % 1. 0 % 0. 5 % 0. 0 % 1. 3 % 1. 7 % 2. 9 % 2. 1 % 2.0 % 2.5%0.9% 0. 0 % 2.2% 0. 5 % 0. 0 % 0. 0 % 0. 5 % 0. 5 % 0. 5 % 2.0%1.2%1.2%2.0%1.2%1.5%1.2%2.0%2.0% 2.0% 1.5%1.2%2.0%1.2%2.0%2.0% 1. 9 % 1. 7 % 1. 3 % 1. 1 % 0. 5 % 0. 0 % 1.2% 1.5% 1. 4 % 1.5% 1. 1 % 1. 2 % 1. 3 % 1. 4 % 1.5% 2. 0 % 2 . 4 % 0.6 % 488 2 48 8 2 488 1 4883 48 8 3 4884 48 8 4 488 5 488 5 48 8 5 48 8 4 48 8 6 488 5 488 4 488 3 4883 4 8 8 2 4 8 8 2 488 2 488 2 4 8 8 3 4 8 8 3 4 8 8 4 4 8 8 2 4882 4 8 8 4 4 8 8 5 4 8 8 6 4 8 8 6 48 7 8 48 7 8 48 7 8 4878 4 8 7 8 4 8 7 8 4 8 7 8 4 8 7 9 4 8 8 0 48 8 1 48 8 2 7. 5 % 7. 8 % 1.8% 1.8% 1.8% 1.4% 1.5% 2.1% 2.1% 1.8%1.8% 1. 8 % 1. 9 %1.7%1.5% 1.5% 1. 8 % 6.5%7.1% 7.1%7.1% 7.2% 7 . 4 % 7 . 4 % 7. 9 % 7. 4 % 7 . 5 % 7 . 4 % 2 . 2 % 2 . 7 % 2. 2 % 2. 3 % 2 . 2 % 2 . 3 % 2.8 % 2. 6 % 2.6 % 2.1% 2.0% 2. 3 % 2. 4 % 2.5% 2.4% 2.1%2. 4 % 2 . 7 % 2 . 7 % 2.4% 2 . 1 % 2 . 8 % 2.0 % 2.2 % 2.1 % 2.2 % 2.6 % 2.4% 1.6 % 2.1% 2.2 % 2.8% 2.6% 2.9% 2.8% 2.3% 2 . 3 % 2 . 4 % 2. 7 % 2.6 % 2.3 % 2.5 %3 . 2 % 2.5% 2.5% 2.6% 2.5% 2.4% 2.3% 2.2%2.3% 2.1% 2.2% 2.4% 2.8% 2.7% 2.4% 2.2% 3.4% 1.7%1.7% 1.5% 1.5% 1.8% 2 . 4 % 2.5% 2 . 4 % 1. 9 % 1. 9 % 2 . 1 % 2 . 1 % 0. 5 % 2. 1 % 1 . 7 % 1. 9 % 2. 0 % 1 . 4 % 1.2% 1.1% 2.5% TBC: 4887.20 TBC: 4887.17 TBC: 4887.25 TBC: 4887.25 DTBC: 4886.95 DTBC: 4886.95 DTBC: 4886.95 DTBC: 4886.95 DTBC: 4886.95 DTBC: 4886.95 DTBC: 4886.95 DTBC: 4886.95 TBC: 4887.25 TBC: 4887.25 TBC: 4887.25 TBC: 4881.38 TBC: 4881.65 TBC: 4881.65 TBC: 4881.41 TBC: 4881.25TBC: 4881.05 TBC: 4882.45 TBC: 4882.65 TBC: 4882.81 DTBC: 4882.35 DTBC: 4882.48 TBC: 4883.00 TBC: 4882.93 TBC: 4882.76 TBC: 4883.84 TBC: 4884.04 TBC: 4884.18 TBC: 4883.66 TBC: 4881.97 TBC: 4883.06 TBC: 4882.84 TBC: 4883.03 TBC: 4883.27 TBC: 4882.98 TBC: 4882.98 TBC: 4882.98 TBC: 4882.98 TBC: 4882.98 DTBC: 4882.51 TBC: 4884.97 TBC: 4885.22 TBC: 4884.05 TBC: 4884.23 TBC: 4885.59 TBC: 4885.37DTBC: 4884.84 DTBC: 4884.77 TBC: 4885.25 TBC: 4883.94 DTBC: 4883.47 DTBC: 4883.54 TBC: 4882.57 DTBC: 4882.07 DTBC: 4882.06 TBC: 4882.73 TBC: 4883.97 TBC: 4883.82 DTBC: 4883.31 DTBC: 4883.30 DTBC: 4883.24 TBC: 4883.71 TBC: 4882.59 DTBC: 4882.11 TBC: 4883.94 TBC: 4884.10 TBC: 4884.93 TBC: 4885.20 TBC: 4885.40 DTBC: 4884.95 DTBC: 4884.99 TBC: 4885.49 TBC: 4885.48 DTBC: 4884.99 DTBC: 4884.95 TBC: 4885.41 TBC: 4885.07 TBC: 4885.08 TBC: 4883.45 TBC: 4883.52 DTBC: 4882.99 TBC: 4882.98 TBC: 4882.92 TBC: 4883.40 TBC: 4884.95 TBC: 4884.79 TBC: 4884.73 DTBC: 4884.27 DTBC: 4884.36 TBC: 4884.79 TBC: 4884.79 DTBC: 4884.31 DTBC: 4884.27 TBC: 4884.73 TBC: 4884.79 TBC: 4884.95 TBC: 4883.84 DTBC: 4883.37 DTBC: 4883.43 DTBC: 4883.44 TBC: 4882.90 TBC: 4882.70 TBC: 4884.04 TBC: 4884.24 TBC: 4883.77 TBC: 4884.31 TBC: 4884.10TBC: 4883.80 TBC: 4883.98 TBC: 4883.95 TBC: 4884.23 TBC: 4884.08 TBC: 4882.72 TBC: 4882.87TBC: 4883.00 TBC: 4882.74 TBC: 4883.39 TBC: 4883.22 TBC: 4883.46 TBC: 4883.49 TBC: 4883.12 TBC: 4882.26 TBC: 4882.54 TBC: 4882.41 TBC: 4881.94TBC: 4882.21 TBC: 4881.61 TBC: 4881.87 TBC: 4882.73 TBC: 4882.93 TBC: 4885.49 TBC: 4885.64 TBC: 4886.24 TBC: 4885.97 DTBC: 4886.34 DTBC: 4886.34 DTBC: 4886.38 DTBC: 4886.40 DTBC: 4886.38 DTBC: 4886.34 DTBC: 4886.34 TBC: 4886.24TBC: 4885.97 TBC: 4885.47 TBC: 4885.76 TBC: 4886.01 DTBC: 4884.53 DTBC: 4884.39 DTBC: 4884.33 TBC: 4884.83 TBC: 4886.11TBC: 4885.95 TBC: 4885.89 DTBC: 4885.43 DTBC: 4885.47 TBC: 4885.96 TBC: 4885.97 DTBC: 4885.47 DTBC: 4885.43 TBC: 4885.88 TBC: 4885.95 TBC: 4886.11 TBC: 4885.38 DTBC: 4884.90 DTBC: 4884.96 DTBC: 4884.97 TOC: 4887.32 TOC: 4887.25 TOC: 4887.25 TOC: 4887.25 TOC: 4887.25 FG: 4882.67 FG: 4882.52 FG: 4882.60 TOC: 4882.98 FG: 4883.07 FG: 4883.07 TOC: 4883.01 TOC: 4883.49 TOC: 4883.49 TOC: 4885.04 TOC: 4885.03 TOC: 4884.94 TOC: 4885.11 TOC: 4885.02 TOC: 4884.81 TOC: 4884.73 TOC: 4885.45 TOC: 4885.37 TOC: 4885.45 TOC: 4885.37 TOC: 4885.03 TOC: 4885.11TOC: 4885.01 TOC: 4884.94 TOC: 4884.73 TOC: 4884.81 TOC: 4883.46 TOC: 4883.93 TOC: 4885.00 TOC: 4885.47 TOC: 4886.41 TOC: 4886.49 TOC: 4886.27 TOC: 4886.19 TOC: 4886.10 TOC: 4885.89 TOC: 4885.97 TOC: 4886.18 TOC: 4886.49 TOC: 4886.41 TOC: 4886.27 TOC: 4886.19 TOC: 4886.18 TOC: 4885.97 TOC: 4885.89 TOC: 4886.10 TOC: 4886.20 TOC: 4884.92 TOC: 4884.42 FG: 4882.50 TOC: 4882.57 FG: 4882.58 FG: 4882.36 TOC: 4882.44 FG: 4882.45 TOA:4884.47 TOA:4883.31 TBC: 4883.81 TOA:4884.72 TOC: 4887.37 TOC: 4887.37 TOC: 4887.29 TOC: 4887.37 TOA:4885.65 TBC: 4886.65 TBC: 4886.95 TBC: 4881.76 TOA:4881.26 TOC: 4882.50 TOC: 4882.36 TBC: 4884.20 TOA:4883.70 TBC: 4881.83 TOG: 4881.33 TOA:4881.76 TOA:4882.04 TOA:4882.56 TOA:4882.48 FG: 4883.07 FG: 4883.07 FFE: 4883.07 FFE: 4883.07 FFE: 4883.07 TOC: 4882.52 TOC: 4882.60 TOC: 4882.61 TOC: 4882.52 FG: 4882.52 TOA:4884.23 TOA:4882.48 TOA:4882.05 TOA:4882.44 TOG: 4881.17 TBC: 4881.67 TOA:4881.62 TBC: 4882.12 TOC: 4881.24 TOG: 4881.11 TOC: 4881.62 FL: 4881.49 TBC: 4881.92 TOG: 4881.42 TBC: 4883.28 TOA:4882.78 TOA:4882.50 TOA:4883.02 TOA:4882.96 TOA:4883.46 TBC: 4884.95 TOA:4885.51 TOA:4886.15 TBC: 4886.98 TOA:4886.48 TOC: 4886.32 TOC: 4886.92 TOC: 4886.92 TOC: 4886.68 TOC: 4886.92 TOC: 4886.92 TOC: 4886.92 TOC: 4886.92 TOC: 4886.72 TOA:4884.91 TOA:4884.93 TOA:4884.97 TOA:4884.98 TOA:4884.99 TOA:4884.97 TOA:4884.93 TOA:4884.90 TOA:4885.38 TOA:4885.41 TOA:4885.45 TOA:4885.47 TOA:4885.46 TOA:4885.45 TOA:4885.41 TOA:4885.39 TOC: 4886.16 TOC: 4886.36 TOC: 4886.37 TOC: 4886.44 DTBC: 4886.47 TOC: 4886.36 TOC: 4886.32 TOC: 4886.13 TOA:4885.74 TBC: 4886.03 TOA:4885.53 TBC: 4885.55 TOA:4885.05 TOA:4884.29 TOA:4884.29 TOA:4884.25 TOA:4884.23 TOA:4883.81 TOA:4882.90 TOA:4882.90 TOA:4884.33 TOA:4884.30 TOA:4884.45TOA:4884.37 TOA:4884.38 TOA:4884.29 TOA:4884.29 TOA:4884.25 TBC: 4886.98 TOA:4883.34 TOA:4883.34 TOA:4883.41 TOA:4883.44TOA:4883.40 TOA:4884.88 TOA:4884.88 TOA:4884.94 TOA:4884.95 TOA:4884.99 TOA:4885.14 TOA:4884.87TOA:4884.82 TOA:4884.75 TOA:4884.75 TOA:4883.32 TOA:4883.47 TOA:4883.29 TOA:4883.21 TOA:4883.21 TOA:4882.09 TOA:4882.09 TOA:4882.03 TOA:4882.04 TOA:4882.07 TOA:4882.23 TOA:4883.44 TOA:4883.44 TOA:4883.50 DTBC: 4883.53 TOA:4883.51 TOA:4883.55 TOA:4883.73 TOA:4883.27 TOC: 4883.80 TOC: 4883.34 DTBC: 4885.00 TOA:4884.83 TOC: 4882.16 TOC: 4882.66 TOC: 4883.56 TOC: 4884.03 TOA:4882.48 TOA:4882.48 TOA:4882.45 TOA:4882.32 TOA:4882.48 TBC: 4882.98 TOA:4882.48 DTBC: 4882.51 TOA:4882.48 TBC: 4882.96 TOA:4882.46 TBC: 4882.82 TOA:4882.32 TOA:4886.48TOA:4885.74 TBC: 4886.15 PROPOSED STORAGE ±214 SF FFE: 4883.07 TOG: 4881.38 TBC: 4882.73 TOG: 4882.23 TOG: 4880.52 TBC: 4881.02 TBC: 4881.35 TOG: 4880.85 TOG: 4884.94 TBC: 4885.44 TOG: 4882.85 TBC: 4883.35 2. 5 % 2 . 6 % 2 . 6 % 1.4% TBC: 4882.94 2.3% 3. 1 % 1.5% 2.4% 2 . 2 % TOA:4882.53 TBC: 4883.03TBC: 4882.40 TOA:4881.90 2. 4 % 1. 8 % 0. 1 % TBC: 4882.95 TOA:4882.45 2.0% 2.0% 2. 4 % 1.8% 0.0% 2. 4 % 2.6% 1.2 % 2 . 4 % TBC: 4883.40 DTBC: 4884.39 TOA:4884.36 2.0%2.2% 0.7%0.2% 1.4 % TBC: 4882.22 TOA:4881.74 TOC: 4882.48 2.5% TOA:4882.99 TOA:4883.48 2.1% 0.6%TOC: 4881.24 TOC: 4881.62 1.0% JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINE SHEET C.4.7 SH E E T C . 4 . 3 SH E E T C . 4 . 4 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN NORTHWEST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 20 C.4.6 VICINITY MAP WE S T C H U R C H D R . SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD S SDSD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 48 8 0 48 7 7 4 8 7 7 48 7 8 4 8 7 8 48 7 8 48 7 9 48 8 1 4877 4 8 7 7 4880 4876 4876 4877 4878 4879 4881 4880 48 7 8 4879 4881 4882 4880 4877 4878 4879 4881 4882 4 8 8 3 48 8 3 4 8 8 3 48 8 0 48 7 9 4882 48834883 488 3 4 8 8 3 4 8 8 4 4 8 8 5 4883 48 8 3 4883 4882 1. 0 % 1. 4 % 3.3 % 1. 6 % 2.4 % 7.8% 7.8% 1. 2 % 1. 6 % 2. 5 % 3. 7 % 4. 7 % 3.6 % 3. 3 % 3. 6 % 5.0% 1. 8 % 3.1% 2. 0 % 1.7% 1.2% 1 . 2 % 1.8% 0. 0 % 1.6%2.6% 1.9%1.6% 0. 0 % 1. 1 % 1. 2 % 1.5% 0. 0 % 0. 0 % 1.6%1.8% 0. 5 % 0. 6 % 1. 0 % 1.8% 2.1% 1.2% 1.2% 1. 8 % 1.2% 1. 4 % 1. 5 % 0.0% 1. 6 % 0.0% 1. 9 % 0.5% 2. 0 % 2. 6 % 0.1%0.1% 1. 9 % 1. 6 % 1.2%1.2% 1.2% 2.0% 1.6% 3. 4 % 1.5 % 2 . 6 % 1.2% 2.0% 2.0% 2.0% 1. 2 % 2.2% 1. 2 % 1. 2 % 1. 2 % 1. 5 % 1.2%0.1%0.1% 1. 5 % 1.7%0.1% 2. 6 % 2.1% 4.7% 1 . 2 % 1. 5 % 3. 0 % 1. 5 % 1 . 0 % 1.5% 1.5% 7. 6 % 1. 5 % 6.1%6.0% 6 . 1 % 6. 1 % 4. 5 % 4 . 4 % 4. 1 % 4 . 5 % 1. 8 % 1 . 9 % 2 . 0 % 2. 0 % 1.2% 2.1% 3.0 % 2 . 3 % 2 . 1 % 2. 3 % 3.5% 2.5 % 3.2% 3.6% 2.5% 2.7% 2.4% 2.2% 2.9 % 4.1 % 4. 2 % 3 . 0 % 2 . 5 % 2. 2 % 2. 5 % 2. 5 % 1 . 9 % 2. 0 % 1. 6 % 1. 6 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1.6% 1.6% 2.0% 2.1% 2.1% 2.5% 1.6% 2.2% 1.7% 2.5 % TBC: 4883.80 DTBC: 4883.37 DTBC: 4883.47 TBC: 4883.98 TBC: 4884.07 DTBC: 4884.11 TBC: 4884.55 TBC: 4884.47 DTBC: 4884.59 TBC: 4885.03 TBC: 4884.95 TBC: 4884.65 TBC: 4884.75 DTBC: 4884.32 DTBC: 4884.43 TBC: 4884.95 TBC: 4885.11 DTBC: 4885.88 TBC: 4886.25 DTBC: 4886.42 TBC: 4886.87 TBC: 4882.76 TBC: 4882.46 TBC: 4882.13 TBC: 4882.47 TBC: 4883.55 TBC: 4883.36 TBC: 4883.13 TBC: 4882.88 TBC: 4883.20 TBC: 4882.71 TBC: 4882.41 TBC: 4882.81 TBC: 4882.68 TBC: 4882.33 TBC: 4882.61 TBC: 4882.86 TBC: 4883.04 TBC: 4882.93 TBC: 4883.14 DTBC: 4882.72DTBC: 4882.62 TBC: 4882.65 TBC: 4882.84 TBC: 4882.56 TBC: 4882.83 TBC: 4881.68 TBC: 4881.65 TBC: 4881.12 TBC: 4881.83 DTBC: 4881.42 DTBC: 4881.52 TBC: 4882.04 TBC: 4881.89 TBC: 4883.52 TBC: 4883.01 TBC: 4882.81 TBC: 4882.43 DTBC: 4882.02 DTBC: 4882.12 TBC: 4882.64 TBC: 4882.75 TBC: 4883.33 DTBC: 4882.89 DTBC: 4882.99 TBC: 4883.50 TBC: 4884.53TBC: 4884.40 TBC: 4883.98 TBC: 4883.54TBC: 4883.85 TBC: 4883.97 TBC: 4883.97 TBC: 4883.47TBC: 4883.47 TBC: 4883.49 TBC: 4883.60 TBC: 4883.63 TBC: 4884.00 TBC: 4884.00 TBC: 4884.11 TBC: 4884.33 TBC: 4884.33 TBC: 4884.33 TBC: 4884.33 TBC: 4884.33 TBC: 4884.33 DTBC: 4883.85 DTBC: 4883.85 TBC: 4884.33 TBC: 4884.33 TBC: 4884.33 TBC: 4883.93 TBC: 4883.86 TBC: 4883.66 TBC: 4883.51 TBC: 4883.49 TBC: 4883.43 TBC: 4883.65 DTBC: 4883.25DTBC: 4883.15 TBC: 4883.57 TBC: 4883.77 TBC: 4883.97 TBC: 4883.97 TBC: 4883.97 DTBC: 4883.52 TBC: 4883.99 DTBC: 4883.53 DTBC: 4883.53 TBC: 4883.97 TBC: 4883.97 TBC: 4883.97 DTBC: 4883.51 TBC: 4886.01 TOC: 4883.95 TOC: 4883.87 TOC: 4884.90 TOC: 4884.82 METOC: 4877.06 METOC: 4877.02 TOC: 4880.63 TOC: 4880.96 TOC: 4881.08 TOC: 4880.75 TOC: 4881.52 TOC: 4881.61 TOC: 4882.50 TOC: 4882.62 TOC: 4882.70 TOC: 4882.82 TOC: 4882.78TOC: 4882.90 TOC: 4883.13 TOC: 4883.48TOC: 4883.55 TOC: 4884.09 TOC: 4884.09 TOC: 4884.09 TOC: 4883.63 TOC: 4883.64 TOC: 4883.65 TOC: 4883.65 TOC: 4884.15 TOC: 4884.15 TOC: 4884.22 TOC: 4884.22 TOC: 4884.91 TOC: 4884.91TOC: 4884.91TOC: 4884.91 TOC: 4883.64 TOC: 4884.11 TOC: 4884.09 TOC: 4884.09 TOC: 4884.91TOC: 4884.91 TOC: 4884.09 TOC: 4883.95 TOC: 4884.05 TOC: 4883.83 TOC: 4883.75 TOC: 4883.63 TOC: 4883.97 TOC: 4884.45 TOC: 4884.91 TOC: 4884.91 TOC: 4884.45 TOC: 4884.45 TOC: 4884.91 TOC: 4884.91TOC: 4884.45 TOC: 4884.45 TOC: 4884.45 TOC: 4884.91 TOC: 4884.91 TOC: 4884.45 TOC: 4884.45 TOC: 4884.45 TOC: 4883.72 TOC: 4883.66 TOC: 4883.61 TOC: 4883.59 TOC: 4884.57 TOC: 4884.53 TOC: 4884.52 TOC: 4884.61 TOC: 4884.73 TOC: 4884.10TOC: 4883.66TOC: 4883.97 TOC: 4884.09 TOC: 4884.09 TOC: 4884.91TOC: 4884.91 TOC: 4884.22 TOC: 4884.14 TOC: 4884.43 TOC: 4884.35 TOC: 4884.55 TOC: 4884.47 TOC: 4883.29 TOC: 4883.21 TOC: 4883.49 TOC: 4883.41 TOC: 4883.61 TOC: 4883.53 METOC: 4876.68 METOC: 4876.73 TOC: 4878.58 TOC: 4878.63 TOC: 4878.74 TOC: 4880.76 TOC: 4880.76 TOC: 4878.74 TOC: 4880.92 TOC: 4880.86 TOC: 4882.82TOC: 4882.72 FG: 4884.50 FG: 4884.50 FG: 4884.50 FG: 4884.50 FG: 4884.50 FG: 4884.64 FG: 4884.59 FG: 4884.84 FG: 4884.50 FG: 4884.86 TBC: 4886.65 TOA:4886.37 TOA:4886.39 TOA:4885.85 TOA:4885.75 TOA:4884.09 TOA:4884.05 TOA:4883.48 TOA:4883.44 TOA:4883.30 TOA:4884.25 TOA:4884.30 TOA:4884.41 TOA:4884.45 TOA:4884.57 TOA:4884.53 TBC: 4877.91 TOA:4877.41 METOC: 4877.22 METOC: 4877.24 TOA:4886.15 TOA:4884.61 TOA:4884.15 TOA:4883.57 TOA:4883.35 TOA:4882.53 TOA:4881.10 TOA:4878.15 TBC: 4883.03 TBC: 4881.60 TBC: 4878.65 TOA:4883.02TOA:4881.96 METOC: 4881.89 METOC: 4881.91 PROPOSED MEETING HOUSE ± 16,214 SF FFE: 4885.00 TOG:4881.63 METOC: 4881.59 METOC: 4881.61 TOA:4882.78 TBC: 4883.27 TOA:4883.50 TOA:4880.62 TBC: 4883.76 DTBC: 4883.80 DTBC: 4883.90 TBC: 4883.94 TOA:4884.26 TOA:4883.82 TOA:4883.92 TOA:4884.44 DTBC: 4884.39 TOA:4884.37 TOA:4883.05 TOA:4883.50 TOA:4883.51 TOA:4883.51 TOA:4883.83 TOA:4883.83TOG:4882.38 TOA:4882.70 TOA:4882.31 TOA:4882.93 TOA:4883.22 TOA:4882.70TOA:4882.60 TOA:4882.54 TOA:4882.64 TOA:4883.15 TOA:4883.13 TOA:4883.07 TOA:4883.01 TOA:4883.83 TOA:4883.83 TOA:4883.83 TOA:4883.83 TOA:4884.33 TOA:4883.46 TOA:4883.90 TOA:4884.08 TOA:4884.58 TOA:4883.67 TOA:4884.17 TOA:4883.59 TOA:4883.09 TOA:4882.87 TOA:4882.83 TOA:4883.00 TOA:4882.25 TOA:4881.93 TOA:4881.99 TOA:4882.09 TOA:4882.14 TOA:4881.54 TOA:4881.49 TOA:4881.39 TOA:4881.33 TOG:4877.77 TBC: 4878.27 TOA:4877.23 TBC: 4877.73 METOC:4877.09 METOC:4877.09 TOA:4882.33TOG:4882.06TOA:4882.34 TOA:4883.15 TOA:4883.20 TOA:4883.15 TOA:4883.47 TOA:4883.48 TOA:4883.47 TOA:4883.49 TOA:4883.49 TOA:4883.47 TOC: 4884.45 TOC: 4883.97 TOC: 4884.22 TOC: 4884.42 TOC: 4885.00 TOC: 4885.00 TOA:4882.97 TOA:4882.96 TOA:4883.50 TOA:4883.50 TOA:4885.51 TOA:4883.47 TOG:4883.04 2.5% 2 . 0 % 7. 6 % 3 . 2 % 5. 9 % TOC: 4884.07 TOC: 4884.15 TOA:4886.47 TOA:4886.48 TOA:4885.94 TOA:4885.97 TOA:4884.66 TOA:4884.70 TOA:4884.18 TOA:4884.22 METOC: 4877.45 METOC: 4877.41 TOC: 4884.19 TOC: 4884.27 TBC: 4884.72 DTBC: 4884.21 TOC: 4884.41 TOC: 4884.29 TOC: 4884.96 TOC: 4885.08 DTBC: 4884.69 TBC: 4885.20 TOC: 4885.22 TOC: 4885.10 TOC: 4885.02 TOC: 4885.14 TOC: 4886.07 TOC: 4885.99 DTBC: 4885.96 TBC: 4886.47 TOC: 4887.00 TOC: 4886.51 TOC: 4886.92 TOC: 4887.20 DTBC: 4886.49 TBC: 4886.98 TBC: 4882.30 TOG:4881.80 TBC: 4882.62 TOG:4882.12 TOG:4881.15 TOG:4880.50 TBC: 4881.00 TOG:4878.09 TBC: 4878.59 TBC: 4882.38 TOG:4881.88 TOG:4883.41 TOG:4883.49 TOG:4882.65TOG:4883.69 TOG:4883.70 TOG:4884.20 TOA:4882.26 TOA:4881.97 DTBC: 4884.39 TOA:4884.36 1.5% 1. 5 % 4. 3 % 4. 4 % 4. 3 % 4. 3 % 4. 3 % 4. 1 % 3. 2 % 3. 3 % 1.5%0.6%0.5% 1. 8 % 7 . 8 % 1.9 % 0.0% 0.7%0.2% 2 . 3 % 2.4%0.0%4.7%4.1%0.0% 0. 0 % 0.6% 0. 0 % 1.1%1.1%0.0%4.1%5.0%0.8%5.5%10.0%0.1%7.3%8.6%0.0%0.0%1.4% FG: 4884.00FG: 4884.00 TOC: 4884.66 TOC: 4884.66FG: 4884.06 FG: 4884.00TOC: 4884.55 TOC: 4884.55 FG: 4884.03 FG: 4884.03 TOC: 4884.67TOC: 4884.67 FG: 4884.00 FG: 4884.00 FG: 4884.27 TOC: 4884.36 FG: 4883.98 FG: 4884.00 TOC: 4884.65 TOC: 4884.65 FG: 4884.00 FG: 4884.00 FG: 4884.00 FG: 4883.68 FG: 4883.68 TOC: 4883.81TOC: 4883.87 TOC: 4884.09 TOC: 4884.08 TOC: 4884.24 TOG: 4875.40TOG: 4876.20 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOG: TOP OF GRATE FLNG: FLANGE ELEVATION 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.ALL ELEVATIONS ARE FG 3.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 4.ALL FLANGE ELEVATIONS LABELED ON SHEET C.6.1 - C.6.5 5.INFORMATION PROVIDED ON SHEET C.4.4 FOR REFERENCE ONLY. GRADING INFORMATION PROVIDED BY LANDSCAPE ARCHITECT SHEET NOTE SHEET REFERENCE LINE GRADE BREAK LINE SHEET C.4.6 SH E E T C . 4 . 5 ID-6875-22; 50147737521 MARCH 15, 2024 GRADING PLAN SOUTHWEST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 21 C.4.7 VICINITY MAP DEPRESSED CURB HEAD TETON RIVER TEMPLE STREET DEPRESSED CURB HEAD WE S T C H U R C H D R I V E sd sd ssss SS SSssssssssssssssSssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssss SD SD SD SD SD SD i r r ir r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r IR I R IR IR IR IR ss ss S S S SDSD > > > > > > > > > > > > > SD SD SDSD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD CO SD SD SD SDSD SD SD SDSD SD CO CO CO CO CO CO SD SD SD SD SD SD CO SD SD SD SD SD SD SD S S SS SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SDSD SD SD SD SD SD SDSD SD SD SDSD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD CO SD SD SD SDSD SD SD SDSD SD CO CO CO CO CO CO SD SD SD SD SD SD CO SD SD SD SD SD SD SD S S SS SS SS SS SS SS SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS SS SS SS S SSSSSSSSS S 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W SSSSSSSSSSSS SS SS SSSS SS s ss SS S SS S S SS SS CS C S SSSSSS CO CS 8' ' W 8' ' W SSSSSSSSSS S 2' ' W 2'' W 3'' W CO 4880 4885 4878 4879 4881 4882 4883 4884 4886 4880 4885 4878 4879 4881 4882 4883 4884 4886 48864886 4880 4881 4882 4883 4884 4 8 8 0 48 8 1 48 8 2 48 8 3 4 8 8 4 4880 4877 4878 4879 4881 4882 4880 4878 4879 4881 4882 4880 4880 4881 4882 4883 4880 4880 4885 4881 4882 4883 4884 48 8 0 48 8 5 4885 48 8 1 48 8 2 48 8 3 48 8 4 4 8 9 0 4 8 8 8 4 8 8 9 4 8 9 1 489 0 48 8 9 489 1 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 60'120' SCALE: 1" = 60' TETON RIVER TEMPLE ST N. 2 N D E . S T . TE M P L E V I E W D R WE S T C H U R C H D R SHEET C.5.2 SHEET C.5.1 SHEET C.5.4 SHEET C.5.3 SHEET C.5.5 SHEET C.5.6 SHEET C.5.7 ID-6875-22; 50147737521 MARCH 15, 2024 OVERALL KEYMAP - DRAINAGE PLAN TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 22 C.5.0 SHEET REFERENCE BOUNDARY . SHEET NOTES: 1.ALL DETAILS SHOWN ON SHEETS C.5.1 - C.5.7 i r r ir r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r IR ir r ir r I R irr irr i r r ir r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r IR ir r ir r I R irr irr IR R SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD S D S D SD S D IR R 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6'' W 8'' W 8' ' W 8' ' W 8' ' W SSSSSSSSSSSSSSSSSSSSS C S 2' ' W 2' ' W 2'' W 2'' W2'' W2'' W 2'' W SS CO 4 8 7 9 487 9 48 7 9 487 9 4880 4880 4 8 8 1 4 8 7 8 4 8 7 9 4 8 8 0 4879 4880 48804879 4879 4879 4880 4 8 7 9 48 7 9 4880 4879 488 4 4 8 8 6 4 8 8 7 4880 4 8 8 6 4 8 8 7 48 7 9 48 8 0 48 8 1 48 8 2 48 8 3 48 8 4 48 8 5 4 8 8 5 48 8 6 48 8 6 SDMH E3A INV IN: 4878.03 12" (E) INV IN: 4876.78 18" (W) INV OUT: 4876.01 24" (S) SD INLET E2D RIM: 4883.39 INV IN: 4878.26 12" (NW) INV OUT: 4878.26 12" (W) 23LF OF 12" S.D. @ 1.00% 10LF OF 24" S.D. @ 1.00% PROPOSED GROUNDS BUILDING ± 1,920 SF FFE: 4884.86 36' 122.1' 82 . 6 ' SD INLET E2F RIM: 4884.82 INV OUT: 4880.82 18" (SE) 90LF OF 18" S.D. @ 0.50% 33LF OF 18" S.D. @ 1.24% 107LF OF 12" S.D. @ 1.00% SD INLET E2C RIM: 4884.07 INV IN: 4879.33 12" (W) INV IN: 4880.13 12" (N) INV OUT: 4879.33 12" (SE) 66 66 66 66 66 67 73 75 SD INLET E2G RIM: 4883.28 INV IN: 4880.37 18" (NW) INV OUT: 4877.19 18" (E) 67 67 SD INLET E2B RIM: 4884.17 INV IN: 4880.13 12" (N) INV OUT: 4880.17 12" (E) 84LF OF 12" S.D. @ 1.00% 73 66 71 49LF OF 12" S.D. @ 1.00% SD INLET E2A RIM: 4884.65 INV OUT: 4880.63 12" (S) SD INLET E2E RIM: 4884.61 INV OUT: 4880.61 12" (S) 48LF OF 12" S.D. @ 1.00% 73 73 66 66 4 8 8 5 48 8 4 48 8 4 48 8 3 48 8 1 48 8 2 48 8 0 TOA:4884.34 TOA:4883.55 TOA:4884.09TOA:4884.92 4884 4883 4882 4881 4881 4881 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO 36' 122.1' 82 . 6 ' JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SHEET C.5.2 SH E E T C . 5 . 3 SH E E T C . 5 . 4 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN NORTHEAST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 23 C.5.1 VICINITY MAP N. 2 N D E . S T . SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO 11 8 ' 36' 123.4' 86' 16 ' ss ss SD SD i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r I R irr irr IR irr irr ss ss SD SD i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r ir r I R irr irr IR irr irr SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6'' W SD INLET E3N RIM: 4887.05 INV OUT: 4882.43 12" (S) SD INLET E3J RIM: 4885.67 INV IN: 4881.67 12" (SW) INV IN: 4880.65 12" (NW) INV OUT: 4880.65 12" (SE) SDMH - E3C RIM: 4885.63 INV IN: 4881.63 12" (N) INV IN: 4881.11 12" (S) INV OUT: 4881.11 18" (E) SD INLET - EF RIM: 4885.21 INV OUT: 4881.21 12" (N) SD INLET E3M RIM: 4884.67 INV IN: 4880.64 18" (W) INV OUT: 4880.64 18" (E) SD INLET E3K RIM: 4884.22 INV IN: 4879.72 12" (NW) INV OUT: 4879.22 18" (E) SD INLET E3L RIM: 4883.42 INV IN: 4879.26 18" (W) INV OUT: 4878.67 18" (E) SDMH - E3B RIM: 4882.97 INV IN: 4878.00 12" (SE) INV IN: 4878.33 18" (W) INV OUT: 4874.56 24" (N) SD INLET - EJ RIM: 4882.25 INV OUT: 4878.25 12" (NW) 93LF OF 18" S.D. @ 0.50% 80LF OF 12" S.D. @ 1.00% 10LF OF 24" S.D. @ 1.00%66 66 67 67 68 67 11 8 ' 36' 71 4880 48 8 5 4881 4882 4883 4883 488 3 48 8 4 4 8 8 6 48 8 6 48 8 6 48 8 7 488 1 488 2 4 8 8 3 123.4' 93LF OF 12" S.D. @ 1.00% 93LF OF 12" S.D. @ 1.74% 33LF OF 18" S.D. @ 1.00% 22LF OF 24" S.D. @ 1.00% SDMH - E3A RIM: 4883.96 INV IN: 4878.89 18" (W) INV OUT: 4874.68 24" (S) 66 66 74 74 50LF OF 12" S.D. @ 0.50% 34LF OF 18" S.D. @ 1.00% SD INLET E3L RIM: 4883.42 INV IN: 4879.26 18" (W) INV OUT: 4878.67 18" (E) 81LF OF 18" S.D. @ 1.70% SD INLET E3M RIM: 4884.67 INV IN: 4880.64 18" (W) INV OUT: 4880.64 18" (E)20LF OF 12" S.D. @ 0.50%66 67 66 67 66 67 66 67 66 66 66 76 76 SDMH -LS-4A RIM: 4878.24 INV OUT: 4873.11 12" (E) 7LF OF 12" S.D. @ 1.00%66 71 ## 87LF OF 12" S.D. @ 0.50%66 86' 16 ' FG:4878.85 FG:4879.30 FG:4879.15 FG:4878.38 TOA:4884.15 TOA:4883.39 TOA:4883.38 TOA:4882.63 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SHEET C.5.1 SH E E T C . 5 . 4 SH E E T C . 5 . 5 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN SOUTHEAST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 24 C.5.2 VICINITY MAP TETON RIVER TEMPLE STREET N. 2 N D E . S T . SD SD SD SDSD SD SD SD SD SD SDSD CO S SD SD SD SD SDSDSDSD SD SD SD SDSD SD SD SD SD SD SDSD CO SSSSSSS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' S S 8' ' S S 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W S SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS C S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S SD INLET - E2A RIM: 4884.72 INV OUT: 4880.72 12" (W) 4879 4880 48804879 48814881 4879 4880 4880 48804879 4880 4880 4880 4881 4881 4881 4882 4883 4884 4885 4886 488 6 488 7 488 8 4883 4884 48 8 5 48 8 6 48 8 5 48 8 3 48 8 4 488 6 488 6 4887 48 8 7 4888 26LF OF 24" S.D. @ 1.00% 31LF OF 12" S.D. @ 0.18% 66 70 71 66 71 26 . 3 ' 49' 9' 16' 52 ' 36 . 8 ' SDCO W8A RIM: 4885.51 INV IN: 4880.29 12" (S) INV IN: 4880.29 12" (E) 123LF OF 12" S.D. @ 0.50%SD INLET - W8H RIM: 4887.44 SD INLET - W8I RIM: 4888.24 INV IN: 4881.53 12" (E) INV OUT: 4881.53 12" (W) SD INLET - W8H RIM: 4887.44 INV IN: 4882.23 8" (S) INV OUT: 4882.14 12" (W) SDCO W8A RIM: 4885.51 INV IN: 4880.29 12" (S) INV IN: 4880.29 12" (E) INV OUT: 4880.29 12" (W) SD INLET - E2 RIM: 4884.33 INV IN: 4879.80 12" (E) INV OUT: 4875.53 24" (N) 12" S.S.12" S.S.67 TOA:4885.05 TOA:4885.26 TOA:4885.50 TOA:4885.68 FG:4886.30FG:4885.67 FG:4886.89FG:4886.37 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SH E E T C . 5 . 6 SH E E T C . 5 . 1 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN NORTH CENTRAL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 25 C.5.3 SHEET C.5.4 VICINITY MAP SHEET C.5.4 SS SSssssSss ss ss ssssss SD SD SD ir r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD ir r i r r ir r IR IR IR IR S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO SD SDSD SD SDSD CO CO CO CO CO CO CO SD SD I R R S S SSSSSSSS SS SD SD SD SD SD SDSD SD SDSD CO CO CO CO CO CO CO SD SD I R R S S SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S SSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSS 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS CO CS 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 3' ' W 3'' W3'' W 4890 4887 4888 4889 4891 4890 488 9 4891 PROPOSED TEMPLE ± 94,913 SF FFE: 4892.00 SD PLUG W7A RIM: 4896.45 INV OUT: 4886.50 12" (SW) SD PLUG W7B RIM: 4891.98 INV OUT: 4885.98 12" (N) SD W8 12 IN X 12 IN X 4 IN_TEE RIM: 4891.94 INV IN: 4885.51 12" (S) INV IN: 4885.97 4" (E) INV OUT: 4885.51 12" (N) SD INLET - W7A RIM: 4891.81 INV OUT: 4888.31 6" (W) SD INLET - W8K RIM: 4891.79 INV IN: 4886.48 4" (E) INV OUT: 4886.48 4" (W) SD INLET - W7U RIM: 4891.78 INV IN: 4886.22 12" (NE) INV IN: 4887.26 4" (W) INV OUT: 4886.22 12" (SW) SD INLET - W7B RIM: 4891.19 INV IN: 4887.46 6" (E) INV OUT: 4887.46 6" (W) SD INLET - W8J RIM: 4891.18 INV OUT: 4887.68 4" (W) SD INLET - W8A RIM: 4891.09 INV OUT: 4884.99 4" (E) SD INLET - W7M RIM: 4890.93 INV OUT: 4887.50 4" (E) SD INLET - W7C RIM: 4890.90 INV IN: 4886.81 6" (E) INV OUT: 4886.82 6" (NW) SD INLET - W7D RIM: 4889.97 INV IN: 4886.01 6" (SE) INV OUT: 4886.01 4" (NW) SD INLET - W7L RIM: 4889.97 INV OUT: 4885.47 4" (S) SD INLET - W7V RIM: 4889.75 INV OUT: 4884.75 12" (W) SD W7 4 IN X 4 IN 90_BEND RIM: 4889.46 INV IN: 4884.69 4" (N) INV OUT: 4884.52 4" (W) SD INLET - W8B RIM: 4889.41 INV IN: 4884.51 4" (W) INV OUT: 4884.51 4" (E) SD INLET - W8C RIM: 4888.94 INV IN: 4884.32 4" (W) INV OUT: 4884.32 4" (E) SD INLET - W7R RIM: 4888.93 INV IN: 4884.15 12" (N) INV OUT: 4884.15 12" (S) SD INLET - W8E RIM: 4888.41 INV IN: 4883.56 4" (W) INV OUT: 4883.56 4" (E) SD W7 6 IN X 6 IN X 6 IN_TEE WITH 4 IN REDUCER RIM: 4888.32 INV IN: 4883.50 4" (E) INV IN: 4883.50 4" (N) INV OUT: 4883.50 6" (W) SD INLET - W7E RIM: 4888.31 INV OUT: 4884.70 4" (N) SD INLET - W7K RIM: 4888.31 INV OUT: 4884.31 4" (S) SD_6 INCH_22.5 HRZ BEND RIM: 4888.24 INV IN: 4884.73 4" (SE) INV OUT: 4884.73 6" (W) SD INLET - W8I RIM: 4888.24 INV IN: 4881.53 12" (E) INV OUT: 4881.53 12" (W) SD INLET - W8F RIM: 4888.16 INV IN: 4883.16 4" (W) INV OUT: 4883.16 6" (NE) SD_6 IN X 4 IN X 6 IN_TEE RIM: 4888.11 INV IN: 4884.61 6" (E) INV IN: 4884.61 4" (S) INV OUT: 4884.61 6" (W) SD INLET - W7J RIM: 4887.72 INV OUT: 4883.56 12" (W) SD INLET - W7F RIM: 4887.71 INV OUT: 4883.21 4" (W) SD INLET - W7N RIM: 4891.18 INV IN: 4887.40 4" (W) INV OUT: 4887.40 4" (E) SDCO - W7E RIM: 4887.54 INV IN: 4882.04 12" (N) INV IN: 4883.36 12" (E) INV OUT: 4882.04 12" (S) SDCO - W7B RIM: 4887.53 INV IN: 4882.65 12" (N) INV IN: 4883.14 4" (E) INV OUT: 4882.64 12" (S) SDCO - W7A RIM: 4887.44 INV IN: 4883.26 6" (E) INV IN: 4883.26 12" (N) INV OUT: 4882.74 12" (S) SD INLET - W8H RIM: 4887.44 INV IN: 4882.23 8" (S) INV OUT: 4882.14 12" (W) SD INLET - W7I RIM: 4887.42 INV OUT: 4883.36 8" (W) SDCO - W7F RIM: 4887.42 INV IN: 4881.88 12" (N) INV IN: 4882.38 6" (E) INV OUT: 4881.88 12" (S) SD INLET - W7H RIM: 4887.39 INV OUT: 4882.89 12" (W) SDCO - W7C RIM: 4887.38 INV IN: 4882.45 12" (N) INV IN: 4883.23 8" (E) INV OUT: 4882.45 12" (S) SDCO - W7D RIM: 4887.38 INV IN: 4882.23 12" (N) INV IN: 4882.85 12" (E) INV OUT: 4882.23 12" (S) SD INLET - W8G RIM: 4887.22 INV IN: 4882.72 6" (SW) INV OUT: 4882.64 8" (N) SD INLET - W7G RIM: 4886.87 INV OUT: 4883.37 12" (S) SD INLET - W7Q RIM: 4886.82 INV IN: 4881.73 12" (N) INV OUT: 4881.73 12" (S) SDCO W8A RIM: 4885.51 INV IN: 4880.29 12" (S) INV IN: 4880.29 12" (E) INV OUT: 4880.29 12" (W) 13LF OF 12" S.D. @ 2.26% 26LF OF 12" S.D. @ 0.50% 8LF OF 12" S.D. @ 6.19% 49LF OF 12" S.D. @ 1.00%123LF OF 12" S.D. @ 0.50% 28LF OF 6" S.D. @ 3.05% 26LF OF 6" S.D. @ 3.05% 19LF OF 12" S.D. @ 0.50% 38LF OF 12" S.D. @ 0.50% 39LF OF 12" S.D. @ 0.39% 41LF OF 4" S.D. @ 2.49% 45LF OF 6" S.D. @ 2.50% 31LF OF 4" S.D. @ 2.59%31LF OF 4" S.D. @ 2.51% 4LF OF 6" S.D. @ 3.05% 42LF OF 4" S.D. @ 3.06% 45LF OF 6" S.D. @ 3.02% 18LF OF 4" S.D. @ 0.50% 14LF OF 4" S.D. @ 0.50% 43LF OF 12" S.D. @ 0.50% 23LF OF 8" S.D. @ 0.55% 38LF OF 12" S.D. @ 0.50% 8LF OF 12" S.D. @ 0.50% 31LF OF 12" S.D. @ 0.50% 14LF OF 12" S.D. @ 1.45% 22LF OF 12" S.D. @ 0.50% 93LF OF 12" S.D. @ 0.50% 62LF OF 12" S.D. @ 2.92% 82LF OF 12" S.D. @ 6.41% 12LF OF 4" S.D. @ 4.42% 48LF OF 12" S.D. @ 2.59% 11LF OF 4" S.D. @ 1.76% 43LF OF 4" S.D. @ 1.77% 23LF OF 4" S.D. @ 1.75% 26LF OF 6" S.D. @ 1.74% 81LF OF 8" S.D. @ 0.50% 20LF OF 4" S.D. @ 0.50% 21LF OF 6" S.D. @ 3.07% 27LF OF 4" S.D. @ 1.77% 27LF OF 4" S.D. @ 4.41% 28LF OF 4" S.D. @ 0.50% SD INLET E3S RIM: 4891.81 INV OUT: 4888.43 4" (E) SD INLET E3B RIM: 4891.17 INV IN: 4887.27 4" (W) INV OUT: 4887.27 4" (NE) SD INLET E3C RIM: 4891.09 INV IN: 4885.96 4" (SW) INV OUT: 4885.96 4" (E) SD INLET E3R RIM: 4889.75 INV OUT: 4885.75 12" (E) SD INLET E3D RIM: 4889.43 INV IN: 4884.86 4" (W) INV OUT: 4884.86 4" (E) SD INLET E3Q RIM: 4889.23 INV IN: 4884.81 12" (W) INV OUT: 4884.81 12" (S) SD INLET E3E RIM: 4888.94 INV IN: 4884.40 4" (W) INV OUT: 4884.40 4" (E) SD INLET E3P RIM: 4888.88 INV IN: 4884.53 12" (N) INV OUT: 4884.53 12" (E) SD INLET E3F RIM: 4888.41 INV IN: 4882.63 4" (W) INV IN: 4882.63 4" (N) INV OUT: 4882.63 4" (E) SD INLET E3H RIM: 4888.16 INV IN: 4881.70 4" (W) INV OUT: 4881.71 6" (SE) SD INLET E3G RIM: 4887.68 INV OUT: 4882.98 4" (S) SD INLET E3O RIM: 4887.45 INV IN: 4883.31 12" (W) INV OUT: 4883.28 12" (NE) SD INLET E3I RIM: 4887.37 INV IN: 4881.58 6" (NW) INV OUT: 4881.08 12" (SE) 94LF OF 12" S.D. @ 1.00% 28LF OF 12" S.D. @ 1.00% 122LF OF 12" S.D. @ 1.00% 27LF OF 4" S.D. @ 4.12% 43LF OF 4" S.D. @ 4.12% 22LF OF 4" S.D. @ 4.13% 26LF OF 6" S.D. @ 0.50% 28LF OF 4" S.D. @ 4.12% 30LF OF 4" S.D. @ 1.18% 11LF OF 4" S.D. @ 4.13% 32LF OF 4" S.D. @ 4.13% SD INLET - W7O RIM: 4889.41 INV IN: 4884.41 12" (NE) INV IN: 4884.28 12" (E) INV OUT: 4884.28 12" (S) JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SHEET C.5.5 SH E E T C . 5 . 6 SH E E T C . 5 . 2 SHEET C.5.3 SH E E T C . 5 . 1 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN TEMPLE TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 26 C.5.4 VICINITY MAP 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 6666 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 82 73 82 79 73 78 73 79 79 82 82 82 73 77 73 82 73 73 73 73 73 73 73 73 79 79 79 77 79 79 78 79 73 77 737382 66 81 80 79 79 79 79 78 78 73 78 76 ## 73 79 77 S ssssssssssssSssssssssssssssssssssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD S ssssssssssssSssssssssssssssssssssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD SD SD SD SD SD SD SDSDSDSD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SD SD SDSDSDSD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SDSDSDSDSD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6'' W SD INLET - W7T RIM: 4885.65 INV IN: 4881.38 12" (N) INV OUT: 4881.38 12" (S) SDMH W7B RIM: 4884.63 INV IN: 4879.63 12" (N) INV IN: 4879.48 12" (S) INV OUT: 4878.75 24" (E) SD INLET - W7S RIM: 4883.81 INV OUT: 4879.81 12" (N) INV OUT: 4876.50 12" (W) INV OUT: 4873.77 12" (S) INV IN: 4873.68 12" (N) INV OUT: 4873.68 12" (W) 67LF OF 12" S.D. @ 2.61% 29LF OF 24" S.D. @ 1.00% 33LF OF 12" S.D. @ 1.00% 66 66 66 75 67 67 71 4 8 7 8 48 7 8 48 7 8 4 8 7 8 48 7 8 4 8 7 8 48 7 8 4880 4882 4884 4886 4 8 8 7 48 8 7 4889 4886 4887 4885 4883 4881 4879 48 7 8 53' 43 ' SDMH W7A RIM: 4886.18 INV IN: 4881.18 12" (N) INV OUT: 4878.74 24" (W) INV OUT: 4876.50 12" (W) INV OUT: 4873.77 12" (S) INV IN: 4873.68 12" (N) INV OUT: 4873.68 12" (W) 28LF OF 24" S.D. @ 1.00% 153LF OF 12" S.D. @ 1.94% SD INLET E3N RIM: 4887.05 INV OUT: 4882.43 12" (S) SDMH - E3C RIM: 4885.63 INV IN: 4881.63 12" (N) INV IN: 4881.11 12" (S) INV OUT: 4881.11 18" (E) SD INLET - EF RIM: 4885.21 INV OUT: 4881.21 12" (N) SD INLET - E4A RIM: 4879.28 INV OUT: 4875.28 12" (S) SD INLET - E4B RIM: 4878.99 INV IN: 4875.19 12" (N) INV OUT: 4873.83 12" (W) 93LF OF 18" S.D. @ 0.50% 80 L F O F 1 2 " S . D . @ 1 . 0 0 % 76LF OF 12" S.D. @ 1.00% 9LF OF 12" S.D. @ 1.00% 20 L F O F 1 2 " S . D . @ 0 . 5 0 % 66 66 75 87LF OF 12" S.D. @ 0.40%66 71 71 SD INLET LS-5A RIM: 4876.89 INV OUT: 4873.44 12" (E) 28LF OF 12" S.D. @ 1.00%SD INLET LS-5B RIM: 4877.55 INV OUT: 4873.60 12" (W) 23LF OF 12" S.D. @ 1.00% SD INLET -EC RIM: 4877.55 INV OUT: 4873.04 12" (E) SDMH - E4A RIM: 4877.07 INV IN: 4873.07 12" (E) INV OUT: 4873.04 12" (W) 73 74 67 67 66 73 73 11 ' 72'28LF OF 12" S.D. @ 1.00%66 66 23LF OF 12" S.D. @ 1.00% 66 66 66 72' 21 ' FG:4877.54 FG:4878.24 FG:4877.24 FG:4877.88 FG:4877.85 FG:4877.36 FG:4878.76 FG:4878.19 TOA:4884.57 TOA:4885.34 TOA:4886.20TOA:4885.45 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO 53' 43 ' 11 ' 72' 72' 21 ' JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SH E E T C . 5 . 7 SH E E T C . 5 . 2 SHEET C.5.4 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN SOUTH CENTRAL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 27 C.5.5 VICINITY MAP TETON RIVER TEMPLE STREET SH E E T C . 5 . 2 SSssssSss ss ss ssssss SD SD SD ir r i r r ir r IR IR IR IR S S SDSD SSssssSss ss ss ssssss SD SD SD ir r i r r ir r IR IR IR IR S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS S CS CS SS CO CS SS S CO 82.1' 35 . 7 ' 57' 60' 207.5' 12 7 ' 39' 36 ' ss ss ss ss ss ss S ss ss ss ss ss ss S SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SDSDSDSD SD SD SD SD CO CO CO CO CO CO SD SD SD SDSDSD SD SD SD SD SD SSSSSSSS SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SDSDSDSD SD SD SD SD CO CO CO CO CO CO SD SD SD SDSDSD SD SD SD SD SD SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SSSSSSSSSSSSSSSSSSSSSSSSSS 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W SS SS SS SSSSSSSSSSSSSSSSSSSS CO CS 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 3'' W 82.1' 35 . 7 ' 57' 60 ' SD INLET - W3G RIM: 4884.94 INV OUT: 4879.67 12" (W) SD INLET - W3F RIM: 4882.85 INV IN: 4878.85 12" (E) INV OUT: 4878.25 12" (W) SDMH - W1A RIM: 4883.31 INV IN: 4875.83 12" (W) INV OUT: 4874.17 24" (E) SDMH - W1B RIM: 4883.11 INV IN: 4875.96 18" (E) INV OUT: 4874.17 24" (W) SD INLET - W2A RIM: 4882.23 INV OUT: 4877.96 12" (N) SD S&G - W3 RIM: 4881.51 INV IN: 4875.71 18" (W) INV IN: 4875.71 12" (E) INV OUT: 4875.37 24" (N) SD INLET - W3E RIM: 4881.42 INV IN: 4877.42 12" (E) INV OUT: 4877.42 12" (W) SD INLET - W3C RIM: 4881.38 INV IN: 4875.91 12" (N) INV OUT: 4875.91 12" (E) SD INLET - W3A RIM: 4881.33 INV OUT: 4877.33 12" (S) SD INLET - W1B RIM: 4881.18 INV OUT: 4877.18 18" (W) SD INLET - W3B RIM: 4881.17 INV IN: 4876.61 12" (N) INV OUT: 4876.61 12" (S) SD INLET - W3D RIM: 4881.11 INV IN: 4875.76 12" (W) INV OUT: 4875.91 18" (E) SD INLET - W1A RIM: 4880.85 INV OUT: 4876.85 12" (E) SD INLET - W2B RIM: 4880.52 INV IN: 4876.52 12" (S) INV OUT: 4873.58 24" (E) 15LF OF 12" S.D. @ 1.00% 33LF OF 18" S.D. @ 0.60% 48LF OF 12" S.D. @ 3.54% 82LF OF 12" S.D. @ 1.00% 83LF OF 12" S.D. @ 1.00% 116LF O F 1 2 " S . D . @ 0 . 8 8 % 122LF OF 1 8 " S . D . @ 1 . 0 0 % 14 4 L F O F 1 2 " S . D . @ 1 . 0 0 % 72LF OF 12" S.D. @ 1.00% 70LF OF 12" S.D. @ 1.00% 10LF OF 24" S.D. @ 1.00% 10LF OF 24" S.D. @ 1.00% 25LF OF 24" S.D. @ 1.00% 66 66 66 66 66 66 66 66 67 67 67 72 67 67 67 67 67 70 66 67 75 66 66 66 75 66 67 48 7 8 4878 487 8 48 7 8 48 7 8 4879 4878 4880 4881 488 2 4 8 8 3 48 7 7 4 8 8 2 4878 4882 4883 488 0 48 8 3 48 8 4 488 5 48 8 6 48 8 5 4 8 8 7 488 2 4878 48 8 2 4 8 8 3 4884 4 8 8 4 488 3 48 8 3 48 8 3 48 8 6 4 8 8 4 4 8 8 4 4 8 8 6 488 2 71 71 PROPOSED STORAGE ± 214 SF FFE:4883.07 48 7 9 48 8 0 48 8 1 4 8 8 2 23LF OF 24" S.D. @ 0.75%66 207.5' 12 7 ' 71 39' 36 ' TOA:4881.98TOA:4880.96 TOA:4881.43 TOA:4882.37 TOA:4883.75 TOA:4883.07 TOA:4882.90 TOA:4883.56 TOA:4882.71 TOA:4883.60 TOA:4882.27TOA:4881.77 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SHEET C.5.7 SH E E T C . 5 . 3 SH E E T C . 5 . 4 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN NORTHWEST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 28 C.5.6 VICINITY MAP WE S T C H U R C H D R I V E SH E E T C . 5 . 3 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO 46 ' 23' 89' 23' 33 . 6 ' 43' 11' 29' 11 ' 43' 11 ' SS ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD S S SDSD SS ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SD S S SDSD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SDSDSD SD SD SD SD SDSD SD SD SD SDSDSD SD SD SD SD CO SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD SD SDSDSD SD SD SD SD SDSD SD SD SD SDSDSD SD SD SD SD CO SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6' ' W 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6' ' W SS SS SSSSSSSSSS s ss ss ss S S S S S S S SS SS SS SS SS SS SS SS SS SS SS CS 48 7 9 48 8 0 48 8 0 48 7 8 48 7 8 4877 48 7 7 4 8 7 8 48 7 7 4877 48 7 8 48 7 7 48 7 9 48 7 8 48 7 9 48 8 0 48 8 1 487 8 48 7 8 4882 488 3 4 8 8 3 48 8 4 4884 4 8 8 4 488 3 4883 488 4 4 8 8 4 4 8 8 4 4 8 8 5 4 8 8 6 48 8 5 4 8 8 4 4 8 8 3 4878 487 9 488 0 48 8 1 488 2 4883 4884 48 8 3 48 8 1 46 ' 23' SD INLET - W5F RIM: 4883.69 INV OUT: 4879.40 12" (S) SD INLET - W4A RIM: 4883.49 INV OUT: 4879.49 12" (NW) SD INLET - W4B RIM: 4883.41 INV IN: 4879.04 12" (SE) INV OUT: 4879.04 12" (N) SDMH - W4A RIM: 4883.12 INV IN: 4876.64 12" (E) INV IN: 4877.07 12" (W) INV OUT: 4874.75 24" (S) SD INLET - W4C RIM: 4883.04 INV IN: 4878.92 12" (S) INV OUT: 4878.92 12" (W) SDMH - W4B RIM: 4883.21 INV IN: 4876.92 12" (W) INV IN: 4876.75 12" (SE) INV OUT: 4874.76 24" (N) SD INLET - W5G RIM: 4882.65 INV OUT: 4878.65 12" (S) SD INLET - W4E RIM: 4882.38 INV IN: 4877.25 12" (S) INV OUT: 4877.25 12" (E) SD INLET - W5D RIM: 4882.12 INV IN: 4877.50 12" (W) INV IN: 4878.89 12" (N) INV OUT: 4877.50 12" (E) SDMH-W5B RIM: 4882.06 INV IN: 4875.18 18" (E) INV IN: 4877.04 12" (W) INV OUT: 4875.18 18" (S) SD INLET - W4H RIM: 4881.88 INV OUT: 4877.88 12" (N) SD INLET - W5E RIM: 4881.80 INV OUT: 4877.80 12" (E) SD INLET - W4D RIM: 4881.63 INV OUT: 4877.63 12" (E) SDMH-W5C RIM: 4881.15 INV IN: 4877.84 12" (N) INV IN: 4876.29 12" (E) INV OUT: 4875.79 18" (W) SD INLET - W5A RIM: 4880.50 INV OUT: 4876.50 12" (W) SD INLET - W6B RIM: 4878.09 INV OUT: 4873.77 12" (S) SD INLET - W6A RIM: 4877.77 INV IN: 4873.68 12" (N) INV OUT: 4873.68 12" (W) 60LF OF 12" S.D. @ 0.94% 123LF OF 18" S.D. @ 0.50% 126LF OF 12" S.D. @ 0.50% 59LF OF 12" S.D. @ 0.50% 45LF OF 12" S.D. @ 1.00% 12LF OF 12" S.D. @ 1.00% 228LF OF 12" S.D. @ 1.00% 13LF OF 24" S.D. @ 1.00% 42LF OF 12" S.D. @ 0.50% 91LF OF 12" S.D. @ 0.50% 33LF OF 12" S.D. @ 1.00% 14LF OF 24" S.D. @ 1.00% 79LF OF 12" S.D. @ 0.65% 9LF OF 12" S.D. @ 1.00% 33LF OF 12" S.D. @ 1.00% 66 66 66 66 66 66 66 66 66 66 66 66 74 67 73 73 73 67 69 67 67 69 67 67 67 67 67 73 74 81LF OF 12" S.D. @ 1.00%66 4880 4878 4879 4881 4882 488 0 48 7 7 487 8 4879 4881 PROPOSED MEETING HOUSE ± 16,214 SF FFE: 4885.00 71 16LF OF 18" S.D. @ 1.00% 10LF OF 24" S.D. @ 1.00% SDMH-W5A RIM: 4881.11 INV IN: 4875.02 18" (N) INV OUT: 4872.45 24" (W) 74 66 71 89' 23 ' 33 . 6 ' 66 76 76 66 66 50LF OF 12" S.D. @ 0.50% SD INLET - W4G RIM: 4883.70 INV IN: 4880.01 12" (N) INV OUT: 4877.00 12" (NW) 38LF OF 12" S.D. @ 0.50% SD INLET - W4F RIM: 4884.20 INV OUT: 4880.20 12" (S) 66 73 73 71 7171 6LF OF 12" S.D. @ 1.00% SD INLET - LS - 7 RIM: 4876.20 INV OUT: 4872.20 12" (W) 24LF OF 12" S.D. @ 1.00% SD INLET- LS - 6A RIM: 4875.39 INV OUT: 4872.32 12" (W) SDMH - W6 RIM: 4878.09 INV IN: 4873.35 12" (E) INV OUT: 4872.35 12" (W) 6LF OF 12" S.D. @ 1.00% 66 73 66 66 73 74 43' 11 ' 29' 11 ' 43' 11 ' FG:4877.20 FG:4877.54 FG:4876.43 FG:4877.12 FG:4877.38 FG:4878.00 FG:4876.11 FG:4876.83 FG:4876.49 FG:4877.38 FG:4877.80 FG:4878.28 FG:4882.13 FG:4880.67 FG:4879.56 FG:4881.91 TOA:4882.95 TOA:4882.92 TOA:4883.41 TOA:4883.49 66 66 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL 30" BARREL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 48" STORM DRAIN MANHOLE PER ISPWC WITH CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 WITH CURB CATCH BASIN PER STD IF-604-A (2010) GRATE INSTALL ADS STORM TECH INFILTRATION SYSTEM PER DETAILS, SHEET C.5.8 INSTALL 1500 GALLON SAND AND GREASE TRAP PER DETAIL 2 SHEET C.8.2 INSTALL 30" STORM DRAIN CATCH BASIN WITH CIRCULAR SLOTTED GRATE. INSTALL 48" PRETREATMENT STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND TRAFFIC RATED SOLID GRATE INSTALL 48" PRE TREATMENT STORM DRAIN MANHOLE PER DETAIL 1 SHEET C.8.2 POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION CONNECT TO ROOF DRAIN; REFER TO PLUMBING DRAWINGS FOR CONTINUATION 12" X 12" AREA INLET STUB PLANTER DRAIN PER DETAIL3, SHEET C.8.2 INSTALL 40' OF NDS DURA PRO DS-091 THROUGH DS 100 PRE SLOPED CHANNEL; DECORATIVE GRATE TO BE SPECIFIED BY OWNER. CONTRACTOR TO GRADE LOCALLY TO PROVIDE POSITIVE DRAINAGE TO TRENCH DRAIN INSTALL NDS DURA PRO CATCH BASIN WITH TRASH BUCKET AND 8" OUTLET INSTALL 30" BARREL STORM DRAIN BASIN WITH SOLID GRATE 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 SHEET REFERENCE LINE 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.SANITARY SEWER & WATER LAYOUT AND DETAILS SHOWN ON SHEETS C.6.0 - C.6.5 SHEET NOTE SHEET C.5.6 SH E E T C . 5 . 5 ID-6875-22; 50147737521 MARCH 15, 2024 DRAINAGE PLAN SOUTHWEST TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 29 C.5.7 VICINITY MAP TETON RIVER TEMPLE STREET WE S T C H U R C H D R I V E ssss SS SSssssssssssssssSssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssss SD SD SD i r r i r r ir r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r IR IR I R IR S S S SDSD WE S T C H U R C H D R I V E TETON RIVER TEMPLE STREET N. 2 N D E . S T . W-6 W-1 W-2 W-3 W-4 W-7 E-1 W-8 E-3 W-4 W-5 E-2 E-4 LS-1 LS-2 LS-3 LS-4LS-5 LS-6LS-7 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street ID-6875-22; 50147737521 MARCH 15, 2024 BASIN & INFILTRATOR DESIGN DETAILS TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 30 C.5.8 MC-3500 TECHNICAL SPECIFICATIONS PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0"(1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2"(1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 2 MC-3500 ISOLATOR ROW PLUS DETAIL SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MCFLAMP 3 MC-3500 CROSS SECTION DETAIL ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 18" (450 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 8' (2.4 m) MAX 77" (1956 mm)12" (300 mm) MIN 12" (300 mm) MIN 6" (150 mm) MIN 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 45" (1143 mm) 18" (450 mm) MIN* **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 1 NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MC-SERIES END CAP INSERTION DETAIL MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 6 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . ( " A D S " ) H A S P R E P A R E D T H I S D E T A I L B A S E D O N R E F E R E N C E D S T A N D A R D S . A D S H A S N O T P E R F O R M E D A N Y E N G I N E E R I N G O R D E S I G N S E R V I C E S F O R T H I S P R O J E C T , N O R H A S A D S I N D E P E N D E N T L Y V E R I F I E D T H E I N F O R M A T I O N S U P P L I E D . T H E I N S T A L L A T I O N D E T A I L S P R O V I D E D H E R E I N A R E GE N E R A L R E C O M M E N D A T I O N S A N D A R E N O T S P E C I F I C F O R T H I S P R O J E C T , U N L E S S T H E P L A N S A R E S I G N E D A N D S E A L E D B Y T H E S I T E D E S I G N E N G I N E E R . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H E S E D E T A I L S P R I O R T O C O N S T R U C T I O N A N D S E A L I N G T H E D O C U M E N T . I T I S T H E S I T E D E S I G N E N G I N E E R ' S R E S P O N S I B I L I T Y T O EN S U R E T H E D E T A I L S P R O V I D E D H E R E I N M E E T S O R E X C E E D S T H E A P P L I C A B L E N A T I O N A L , S T A T E , O R L O C A L R E Q U I R E M E N T S A N D T O E N S U R E T H A T T H E D E T A I L S P R O V I D E D H E R E I N A R E A C C E P T A B L E F O R T H I S P R O J E C T . RE V I E W E D : DR A W N : PR O J E C T N O : DA T E : SHEET RE V : Ad v a n c e d D r a i n a g e S y s t e m s , I n c . St o r m T e c h Ch a m b e r S y s t e m 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® 1 MC - 3 5 0 0 ST A N D A R D D E T A I L S JL M JL M 01 / 1 0 / 2 4 NO T T O S C A L E 6" (150 mm) MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH MC-3500. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS. 7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. Advanced Drainage Systems, Inc. INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY CONCRETE COLLAR ASPHALT OVERLAY FOR TRAFFIC APPLICATIONS 12" (300 mm) MIN WIDTH 8" (200 mm) MIN THICKNESS OF ASPHALT OVERLAY AND CONCRETE COLLAR 8" NYLOPLAST UNIVERSAL DRAIN BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR / ASPHALT OVERLAY NOT REQUIRED FOR GREENSPACE OR NON-TRAFFIC APPLICATIONS 4" (100 mm) SDR 35 PIPE NYLOPLAST 8" LOCKING SOLID COVER AND FRAME 4 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, SC-800, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 DRAINAGE SYSTEM CALCULATIONS SYSTEM REQUIREMENTS: DRAINAGE AREA FOR "TETON RIVER TEMPLE SITE":1,106,660 SF DESIGN STORM:25 YEAR (REXBURG, 1 HR) SUMMARY: STORAGE SYSTEM:STORMTECH MC-3500 INFILTRATORS STORMTECH SC-740 INFILTRATORS *SEE STORAGE VOLUMES TABLE BELOW ------------------------------------------------------------------------------------------------------------------- TOTAL STORAGE REQUIRED:84,739 CF TOTAL STORAGE PROVIDED:89,043 CF STORAGE VOLUMES TABLE H O R R O C K S E N G I N E E R SN 0 100'200' SCALE: 1" = 100' 60'120' 1" = 60' SCALE: - C.5.8 ADS STORM TECH MC-3500 INFILTRATOR DETAIL NTS BASIN KEYMAP BASIN LEGEND EAST WEST LANDSCAPE NO T T O S C A L E SC-740 TECHNICAL SPECIFICATIONS PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740ECEZ*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740ECEZ THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE-CORED END CAPS END WITH "PC" 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 2 SC-740 CROSS SECTION DETAIL ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN D C B A 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN51" (1295 mm)6" (150 mm) MIN 30" (762 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SC-740 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 1 SC-740 ISOLATOR ROW PLUS DETAIL INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART#: SC74024RAMP SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) CATCH BASIN OR MANHOLE SC-740 END CAP OPTIONAL INSPECTION PORT SC-740 CHAMBER ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC740ECEZ STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD 3 INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. Advanced Drainage Systems, Inc. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM 1.STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SC-740 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-740. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 550 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR APP SiteAssist 4" PVC INSPECTION PORT DETAIL (SC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. STORMTECH CHAMBER 8" NYLOPLAST UNIVERSAL INLINE DRAIN BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR ASPHALT OVERLAY FOR TRAFFIC APPLICATIONS 12" (300 mm) MIN WIDTH 8" (200 mm) MIN THICKNESS OF ASPHALT OVERLAYAND CONCRETE COLLAR CONCRETE COLLAR / ASPHALT OVERLAY NOT REQUIRED FOR GREENSPACE OR NON-TRAFFIC APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION CREST NYLOPLAST 8" LOCKING SOLID COVER AND FRAME 4 INSERTA-TEE SIDE INLET DETAIL INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEWSECTION A-A A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS NOTES: ·PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. ·CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE. CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm)4" (100 mm) SC-740 10" (250 mm)4" (100 mm) SC-800 10" (250 mm)4" (100 mm) DC-780 10" (250 mm)4" (100 mm) MC-3500 12" (300 mm)6" (150 mm) MC-4500 12" (300 mm)8" (200 mm) MC-7200 12" (300 mm)8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON (X) 6 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, SC-800, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 AD V A N C E D D R A I N A G E S Y S T E M S , I N C . ( " A D S " ) H A S P R E P A R E D T H I S D E T A I L B A S E D O N R E F E R E N C E D S T A N D A R D S . A D S H A S N O T P E R F O R M E D A N Y E N G I N E E R I N G O R D E S I G N S E R V I C E S F O R T H I S P R O J E C T , N O R H A S A D S I N D E P E N D E N T L Y V E R I F I E D T H E I N F O R M A T I O N S U P P L I E D . T H E I N S T A L L A T I O N D E T A I L S P R O V I D E D H E R E I N A R E GE N E R A L R E C O M M E N D A T I O N S A N D A R E N O T S P E C I F I C F O R T H I S P R O J E C T , U N L E S S T H E P L A N S A R E S I G N E D A N D S E A L E D B Y T H E S I T E D E S I G N E N G I N E E R . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H E S E D E T A I L S P R I O R T O C O N S T R U C T I O N A N D S E A L I N G T H E D O C U M E N T . I T I S T H E S I T E D E S I G N E N G I N E E R ' S R E S P O N S I B I L I T Y T O EN S U R E T H E D E T A I L S P R O V I D E D H E R E I N M E E T S O R E X C E E D S T H E A P P L I C A B L E N A T I O N A L , S T A T E , O R L O C A L R E Q U I R E M E N T S A N D T O E N S U R E T H A T T H E D E T A I L S P R O V I D E D H E R E I N A R E A C C E P T A B L E F O R T H I S P R O J E C T . RE V I E W E D : DR A W N : PR O J E C T N O : DA T E : SHEET RE V : 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 Ad v a n c e d D r a i n a g e S y s t e m s , I n c . St o r m T e c h Ch a m b e r S y s t e m 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® 1 SC - 7 4 0 ST A N D A R D D E T A I L S JL JL M 01 / 1 0 / 2 4 SCALE: - C.5.8 ADS STORM TECH SC-740 INFILTRATOR DETAIL NTS BASIN TOTAL AREA (SF) LANDSCAPE AREA (SF) HARDSCAPE AREA (SF) STORAGE REQUIRED (CF) STORAGE PROVIDED (CF) INFILTRATOR CHAMBER MODEL EA S T E-1 10,298 975 9,323 1,221 1,357 MC-3500 E-2 79,475 11,105 68,370 9,088 9,434 MC-3500 E-3 145,592 45,142 100,450 14,319 14,776 MC-3500 E-4 66,286 56596 9,690 3,134 3,339 SC-740 WE S T W-1 90,224 23,047 67,177 9,336 9,794 MC-3500 W-2 35,950 3,417 32,533 4,262 4,501 MC-3500 W-3 88,258 17,262 70,996 9,629 10,094 MC-3500 W-4 28,911 6,005 22,906 3,121 3,371 MC-3500 W-5 58,325 14,225 44,100 6,099 6,399 MC-3500 W-6 11,397 5,557 5,840 931 1,034 SC-740 W-7 98,521 49,960 48,561 7,866 8,185 MC-3500 W-8 43,960 20,448 23,512 3,683 3,936 MC-3500 OU T E R L A N D S C A P E LS-1 36,022 36,022 0 1,208 1,357 MC-3500 LS-2 102,890 100,303 2,587 3,451 3,658 MC-3500 LS-3 39,550 37,243 2,307 1,327 1,357 MC-3500 LS-4 85,850 85,850 0 2,880 2,989 SC-740 LS-5 51,020 51,020 0 1,711 1,755 SC-740 LS-6 23,455 22,701 754 883 1,034 SC-740 LS-7 17578 17578 0 590 673 SC-740 TOTALS 1,113,562 604,456 509,106 84,739 89,043 sd sd ssss SS SSssssssssssssssSssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssssss SD SD SD SD SD SD i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r IR IR IR IR IR IR ss ss ss S S S SDSD > > > > > > > > > > > > > SD SD SDSD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD CO SD SD SD SDSD SD SD SDSD SD CO CO CO CO CO CO SD SD SD SD SD SD CO SD SD SD SD SD SD SD 0+00 1+00 2+002+01 0+00 1+00 2+00 3+00 4+004+06 0+00 1+00 2+00 2+39 0+ 0 0 1+002+002+60 0+00 1+00 2+002+19 0+ 0 0 1+ 0 0 2+00 3+00 4+ 0 0 5+ 0 0 5+ 1 7 0+00 1+00 2 + 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 6+ 2 7 0+ 0 0 1+002+003+00 4+00 5+ 0 0 5+ 8 0 0+ 0 0 1+001+53 0 + 0 0 1+ 0 0 2+00 3+00 4+00 4+90 0+001+002+003+003+98 0 + 0 0 1+00 2 + 0 0 3+ 0 0 3+ 9 0 0+ 0 0 1+ 0 0 2+00 2+30 0+ 0 0 1+002+002+33 0 + 0 0 1+00 2+00 3+00 4+ 0 0 5+ 0 0 6+ 0 0 7 + 0 0 7 + 4 2 0+00 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5 + 0 0 6+00 7+ 0 0 8+ 0 0 9+ 0 0 9+ 4 7 0+00 1+ 0 0 2+ 0 0 2+ 7 3 0+ 0 0 1+001+22 5+36 0+00 1+00 2 + 0 0 3+004+00 5+ 0 0 0+ 0 0 1+ 0 0 1+ 6 4 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 60'120' SCALE: 1" = 60' TETON RIVER TEMPLE ST N. 2 N D E . S T . TE M P L E V I E W D R WE S T C H U R C H D R SHEET REFERENCE BOUNDARY . ID-6875-22; 50147737521 MARCH 15, 2024 OVERALL KEYMAP - DRAINAGE PROFILES TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 31 C.6.0 1.ALL PROFILES SHOWN ON SHEETS C.6.1 - C.6.6 SHEET NOTE 1 ALIGNMENT KEYNOTES W-1 STORM PROFILE SEE SHEET C.6.1 FOR PROFILE W8-1_LS_TEMPLE _NE PROFILE SEE SHEET C.6.1 FOR PROFILE W8-2_LS_TEMPLE_NE PROFILE SEE SHEET C.6.1 FOR PROFILE SD ALIGNMENT E3 PROFILE SEE SHEET C.6.1 FOR PROFILE W-2- STORM PROFILE SEE SHEET C.6.2 FOR PROFILE W3a - STORM PROFILE SEE SHEET C.6.2 FOR PROFILE W3b - STORM PROFILE SEE SHEET C.6.2 FOR PROFILE W-4- STORM PROFILE SEE SHEET C.6.2 FOR PROFILE W7a STORM PROFILE SEE SHEET C.6.3 FOR PROFILE W7b STORM PROFILE SEE SHEET C.6.3 FOR PROFILE SD ALIGNMENT E4 PROFILE SEE SHEET C.6.4 FOR PROFILE SD ALIGNMENT E2 PROFILE SEE SHEET C.6.4 FOR PROFILE SD ALIGNMENT E2N PROFILE SEE SHEET C.6.4 FOR PROFILE W5a - STORM PROFILE SEE SHEET C.6.5 FOR PROFILE W5b- STORM INFILTRATOR PROFILE SEE SHEET C.6.5 FOR PROFILE LS-6 & 7 STORM PROFILE SEE SHEET C.6.6 FOR PROFILE W-6 STORM PROFILE SEE SHEET C.6.6 FOR PROFILE LS-5 STORM PROFILE SEE SHEET C.6.6 FOR PROFILE LS-5 & E PROFILE SEE SHEET C.6.6 FOR PROFILE LS-4 PROFILE SEE SHEET C.6.6 FOR PROFILE 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 1 04 04 04 02 02 02 02 03 03 05 05 06 06 06 07 07 09 09 09 09 09 10 10 08 08 08 11 11 11 11 12 12 12 12 13 13 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 09 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station W-1 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 0+00 48 8 0 . 7 3 48 7 8 . 3 3 1+00 48 8 2 . 4 7 48 7 8 . 4 3 2+00 48 8 3 . 6 3 48 7 8 . 4 6 3+00 48 8 2 . 2 3 48 7 8 . 7 3 4+00 48 8 1 . 4 3 48 7 8 . 5 5 115.64' of 12" S.D. @ 0.88% 10.00' of 24" S.D. @ 1.00%10.00' of 24" S.D. @ 1.00% 122.26' of 18" S.D. @ 1.00% ↕ 4.00' (SD) ST A : 0 + 2 6 . 3 1 ( - 0 . 0 5 , L ) SD I N L E T - W 1 A RI M : 4 8 8 0 . 8 5 IN V O U T : 4 8 7 6 . 8 5 - 1 2 " ( E ) ST A : 1 + 4 1 . 9 5 ( 0 . 0 0 , ) SD M H - W 1 A RI M : 4 8 8 3 . 3 1 IN V I N : 4 8 7 5 . 8 3 - 1 2 " ( W ) IN V O U T : 4 8 7 4 . 1 7 - 2 4 " ( E ) ↕ 11.14' (SD) ↕ 10.94' (SD) ST A : 1 + 7 5 . 0 7 ( 1 8 7 . 1 5 , R ) SD M H - W 1 B RI M : 4 8 8 3 . 1 1 IN V I N : 4 8 7 5 . 9 6 - 1 8 " ( E ) IN V O U T : 4 8 7 4 . 1 7 - 2 4 " ( W ) ST A : 1 + 4 8 . 8 3 ( 2 3 3 . 0 3 , R ) SD I N L E T - W 1 B RI M : 4 8 8 1 . 1 8 IN V O U T : 4 8 7 7 . 1 8 - 1 8 " ( W ) ↕ 4.00' (SD)EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station W-1 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 0+00 48 8 0 . 7 3 48 7 8 . 3 3 1+00 48 8 2 . 4 7 48 7 8 . 4 3 2+00 48 8 3 . 6 3 48 7 8 . 4 6 3+00 48 8 2 . 2 3 48 7 8 . 7 3 4+00 48 8 1 . 4 3 48 7 8 . 5 5 115.64' of 12" S.D. @ 0.88% 10.00' of 24" S.D. @ 1.00%10.00' of 24" S.D. @ 1.00% 122.26' of 18" S.D. @ 1.00% ↕ 4.00' (SD) ST A : 0 + 2 6 . 3 1 ( - 0 . 0 5 , L ) SD I N L E T - W 1 A RI M : 4 8 8 0 . 8 5 IN V O U T : 4 8 7 6 . 8 5 - 1 2 " ( E ) ST A : 1 + 4 1 . 9 5 ( 0 . 0 0 , ) SD M H - W 1 A RI M : 4 8 8 3 . 3 1 IN V I N : 4 8 7 5 . 8 3 - 1 2 " ( W ) IN V O U T : 4 8 7 4 . 1 7 - 2 4 " ( E ) ↕ 11.14' (SD) ↕ 10.94' (SD) ST A : 1 + 7 5 . 0 7 ( 1 8 7 . 1 5 , R ) SD M H - W 1 B RI M : 4 8 8 3 . 1 1 IN V I N : 4 8 7 5 . 9 6 - 1 8 " ( E ) IN V O U T : 4 8 7 4 . 1 7 - 2 4 " ( W ) ST A : 1 + 4 8 . 8 3 ( 2 3 3 . 0 3 , R ) SD I N L E T - W 1 B RI M : 4 8 8 1 . 1 8 IN V O U T : 4 8 7 7 . 1 8 - 1 8 " ( W ) ↕ 4.00' (SD)EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER El e v a t i o n Station W8a STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 0+00 48 9 0 . 8 9 48 7 8 . 4 2 1+00 48 8 7 . 8 7 48 7 8 . 3 4 2+00 48 8 6 . 7 3 48 7 8 . 8 6 HWM HWM HWM HWM HWM HWM HWM 81.5 0 ' o f 1 2 " S . D . @ 6 . 4 1 % 48.73' of 12" S.D. @ 1.00% 26.29' of 24" S.D. @ 1.00% 27.16' of 4" S.D. @ 4.41% 11.58' of 4" S.D. @ 4.42% ST A : 1 + 3 6 . 7 0 ( 0 . 0 0 , ) SD C O W 8 A RI M : 4 8 8 5 . 5 1 IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( S ) IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 8 0 . 2 9 - 1 2 " ( W ) ST A : 1 + 8 5 . 4 3 ( 0 . 0 0 , ) SD I N L E T - E 2 RI M : 4 8 8 4 . 3 3 IN V I N : 4 8 7 9 . 8 0 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 5 3 - 2 4 " ( N ) ↕ 5.22' (SD) ↕ 10.81' (SD) ST A : 0 + 1 6 . 4 5 ( - 0 . 1 2 , L ) SD I N L E T - W 8 J RI M : 4 8 9 1 . 1 8 IN V O U T : 4 8 8 7 . 6 8 - 4 " ( W ) ↕ 3.50' (SD) ST A : 0 + 4 3 . 6 2 ( 0 . 1 1 , R ) SD I N L E T - W 8 K RI M : 4 8 9 1 . 7 9 IN V I N : 4 8 8 6 . 4 8 - 4 " ( E ) IN V O U T : 4 8 8 6 . 4 8 - 4 " ( W ) ST A : 0 + 5 5 . 2 0 ( 0 . 0 0 , ) SD W 8 1 2 I N X 1 2 I N X 4 I N _ T E E RI M : 4 8 9 1 . 9 4 IN V I N : 4 8 8 5 . 5 1 - 1 2 " ( S ) IN V I N : 4 8 8 5 . 9 7 - 4 " ( E ) IN V O U T : 4 8 8 5 . 5 1 - 1 2 " ( N ) PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E ↕ 5.31' (SD) ↕ 6.59' (SD) TOP ELEV: 4879.82 BOT ELEV: 4874.09 El e v a t i o n Station W8a STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 0+00 48 9 0 . 8 9 48 7 8 . 4 2 1+00 48 8 7 . 8 7 48 7 8 . 3 4 2+00 48 8 6 . 7 3 48 7 8 . 8 6 HWM HWM HWM HWM HWM HWM HWM 81.5 0 ' o f 1 2 " S . D . @ 6 . 4 1 % 48.73' of 12" S.D. @ 1.00% 26.29' of 24" S.D. @ 1.00% 27.16' of 4" S.D. @ 4.41% 11.58' of 4" S.D. @ 4.42% ST A : 1 + 3 6 . 7 0 ( 0 . 0 0 , ) SD C O W 8 A RI M : 4 8 8 5 . 5 1 IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( S ) IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 8 0 . 2 9 - 1 2 " ( W ) ST A : 1 + 8 5 . 4 3 ( 0 . 0 0 , ) SD I N L E T - E 2 RI M : 4 8 8 4 . 3 3 IN V I N : 4 8 7 9 . 8 0 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 5 3 - 2 4 " ( N ) ↕ 5.22' (SD) ↕ 10.81' (SD) ST A : 0 + 1 6 . 4 5 ( - 0 . 1 2 , L ) SD I N L E T - W 8 J RI M : 4 8 9 1 . 1 8 IN V O U T : 4 8 8 7 . 6 8 - 4 " ( W ) ↕ 3.50' (SD) ST A : 0 + 4 3 . 6 2 ( 0 . 1 1 , R ) SD I N L E T - W 8 K RI M : 4 8 9 1 . 7 9 IN V I N : 4 8 8 6 . 4 8 - 4 " ( E ) IN V O U T : 4 8 8 6 . 4 8 - 4 " ( W ) ST A : 0 + 5 5 . 2 0 ( 0 . 0 0 , ) SD W 8 1 2 I N X 1 2 I N X 4 I N _ T E E RI M : 4 8 9 1 . 9 4 IN V I N : 4 8 8 5 . 5 1 - 1 2 " ( S ) IN V I N : 4 8 8 5 . 9 7 - 4 " ( E ) IN V O U T : 4 8 8 5 . 5 1 - 1 2 " ( N ) PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E ↕ 5.31' (SD) ↕ 6.59' (SD) TOP ELEV: 4879.82 BOT ELEV: 4874.09 Station W8b STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 48 9 1 . 3 2 48 7 8 . 3 7 1+00 48 8 8 . 3 7 48 7 8 . 2 3 2+00 48 8 7 . 5 8 48 7 8 . 4 0 3+00 48 8 8 . 4 2 48 7 8 . 7 1 4+00 48 8 4 . 5 7 48 7 8 . 3 9 5+00 48 8 6 . 2 4 48 7 8 . 7 9 11.00' of 4" S.D. @ 1.76% 42.97' of 4" S.D. @ 1.77% 22.53' of 4" S.D. @ 1.75% 25.53' of 6" S.D. @ 1.74% 81.04' of 8" S.D. @ 0.50%122.53' of 12" S.D. @ 0.50% 47.81' of 12" S . D . @ 2 . 5 9 % HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM 48.73' of 12" S.D. @ 1.00% 26.29' of 24" S.D. @ 1.00% 27.00' of 4" S.D. @ 1.77% ↕ 4.90' (SD) ST A : 0 + 4 2 . 6 6 ( 0 . 0 0 , ) SD I N L E T - W 8 B RI M : 4 8 8 9 . 4 1 IN V I N : 4 8 8 4 . 5 1 - 4 " ( W ) IN V O U T : 4 8 8 4 . 5 1 - 4 " ( E ) ST A : 0 + 5 3 . 6 6 ( 0 . 0 0 , ) SD I N L E T - W 8 C RI M : 4 8 8 8 . 9 4 IN V I N : 4 8 8 4 . 3 2 - 4 " ( W ) IN V O U T : 4 8 8 4 . 3 2 - 4 " ( E ) ↕ 4.62' (SD) ST A : 1 + 4 4 . 6 8 ( 0 . 0 0 , ) SD I N L E T - W 8 G RI M : 4 8 8 7 . 2 2 IN V I N : 4 8 8 2 . 7 2 - 6 " ( S W ) IN V O U T : 4 8 8 2 . 6 4 - 8 " ( N ) ST A : 0 + 9 6 . 6 3 ( 0 . 0 0 , ) SD I N L E T - W 8 E RI M : 4 8 8 8 . 4 1 IN V I N : 4 8 8 3 . 5 6 - 4 " ( W ) IN V O U T : 4 8 8 3 . 5 6 - 4 " ( E ) ST A : 1 + 1 9 . 1 6 ( 0 . 0 0 , ) SD I N L E T - W 8 F RI M : 4 8 8 8 . 1 6 IN V I N : 4 8 8 3 . 1 6 - 4 " ( W ) IN V O U T : 4 8 8 3 . 1 6 - 6 " ( N E ) ↕ 4.85' (SD) ↕ 4.99' (SD)↕ 4.58' (SD) ST A : 2 + 2 5 . 7 3 ( 0 . 0 0 , ) SD I N L E T - W 8 H RI M : 4 8 8 7 . 4 4 IN V I N : 4 8 8 2 . 2 3 - 8 " ( S ) IN V O U T : 4 8 8 2 . 1 4 - 1 2 " ( W ) ↕ 5.30' (SD) ST A : 3 + 4 8 . 2 5 ( 0 . 0 0 , ) SD I N L E T - W 8 I RI M : 4 8 8 8 . 2 4 IN V I N : 4 8 8 1 . 5 3 - 1 2 " ( E ) IN V O U T : 4 8 8 1 . 5 3 - 1 2 " ( W ) ↕ 6.71' (SD) ↕ 5.22' (SD) ST A : 4 + 4 4 . 7 9 ( 0 . 0 0 , ) SD I N L E T - E 2 RI M : 4 8 8 4 . 3 3 IN V I N : 4 8 7 9 . 8 0 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 5 3 - 2 4 " ( N ) ↕ 10.81' (SD) ST A : 0 + 1 5 . 6 6 ( 0 . 0 4 , R ) SD I N L E T - W 8 A RI M : 4 8 9 1 . 0 9 IN V O U T : 4 8 8 4 . 9 9 - 4 " ( E ) ↕ 6.10' (SD) ST A : 3 + 9 6 . 0 6 ( 0 . 0 0 , ) SD C O W 8 A RI M : 4 8 8 5 . 5 1 IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( S ) IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 8 0 . 2 9 - 1 2 " ( W ) FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE Station W8b STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 48 9 1 . 3 2 48 7 8 . 3 7 1+00 48 8 8 . 3 7 48 7 8 . 2 3 2+00 48 8 7 . 5 8 48 7 8 . 4 0 3+00 48 8 8 . 4 2 48 7 8 . 7 1 4+00 48 8 4 . 5 7 48 7 8 . 3 9 5+00 48 8 6 . 2 4 48 7 8 . 7 9 11.00' of 4" S.D. @ 1.76% 42.97' of 4" S.D. @ 1.77% 22.53' of 4" S.D. @ 1.75% 25.53' of 6" S.D. @ 1.74% 81.04' of 8" S.D. @ 0.50%122.53' of 12" S.D. @ 0.50% 47.81' of 12" S . D . @ 2 . 5 9 % HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM 48.73' of 12" S.D. @ 1.00% 26.29' of 24" S.D. @ 1.00% 27.00' of 4" S.D. @ 1.77% ↕ 4.90' (SD) ST A : 0 + 4 2 . 6 6 ( 0 . 0 0 , ) SD I N L E T - W 8 B RI M : 4 8 8 9 . 4 1 IN V I N : 4 8 8 4 . 5 1 - 4 " ( W ) IN V O U T : 4 8 8 4 . 5 1 - 4 " ( E ) ST A : 0 + 5 3 . 6 6 ( 0 . 0 0 , ) SD I N L E T - W 8 C RI M : 4 8 8 8 . 9 4 IN V I N : 4 8 8 4 . 3 2 - 4 " ( W ) IN V O U T : 4 8 8 4 . 3 2 - 4 " ( E ) ↕ 4.62' (SD) ST A : 1 + 4 4 . 6 8 ( 0 . 0 0 , ) SD I N L E T - W 8 G RI M : 4 8 8 7 . 2 2 IN V I N : 4 8 8 2 . 7 2 - 6 " ( S W ) IN V O U T : 4 8 8 2 . 6 4 - 8 " ( N ) ST A : 0 + 9 6 . 6 3 ( 0 . 0 0 , ) SD I N L E T - W 8 E RI M : 4 8 8 8 . 4 1 IN V I N : 4 8 8 3 . 5 6 - 4 " ( W ) IN V O U T : 4 8 8 3 . 5 6 - 4 " ( E ) ST A : 1 + 1 9 . 1 6 ( 0 . 0 0 , ) SD I N L E T - W 8 F RI M : 4 8 8 8 . 1 6 IN V I N : 4 8 8 3 . 1 6 - 4 " ( W ) IN V O U T : 4 8 8 3 . 1 6 - 6 " ( N E ) ↕ 4.85' (SD) ↕ 4.99' (SD)↕ 4.58' (SD) ST A : 2 + 2 5 . 7 3 ( 0 . 0 0 , ) SD I N L E T - W 8 H RI M : 4 8 8 7 . 4 4 IN V I N : 4 8 8 2 . 2 3 - 8 " ( S ) IN V O U T : 4 8 8 2 . 1 4 - 1 2 " ( W ) ↕ 5.30' (SD) ST A : 3 + 4 8 . 2 5 ( 0 . 0 0 , ) SD I N L E T - W 8 I RI M : 4 8 8 8 . 2 4 IN V I N : 4 8 8 1 . 5 3 - 1 2 " ( E ) IN V O U T : 4 8 8 1 . 5 3 - 1 2 " ( W ) ↕ 6.71' (SD) ↕ 5.22' (SD) ST A : 4 + 4 4 . 7 9 ( 0 . 0 0 , ) SD I N L E T - E 2 RI M : 4 8 8 4 . 3 3 IN V I N : 4 8 7 9 . 8 0 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 5 3 - 2 4 " ( N ) ↕ 10.81' (SD) ST A : 0 + 1 5 . 6 6 ( 0 . 0 4 , R ) SD I N L E T - W 8 A RI M : 4 8 9 1 . 0 9 IN V O U T : 4 8 8 4 . 9 9 - 4 " ( E ) ↕ 6.10' (SD) ST A : 3 + 9 6 . 0 6 ( 0 . 0 0 , ) SD C O W 8 A RI M : 4 8 8 5 . 5 1 IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( S ) IN V I N : 4 8 8 0 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 8 0 . 2 9 - 1 2 " ( W ) FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station E2 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 0+00 48 8 4 . 4 5 48 7 8 . 8 1 1+00 48 8 4 . 3 3 48 7 8 . 9 2 2+00 48 8 4 . 4 8 48 7 8 . 7 3 3+00 48 8 3 . 9 6 48 7 8 . 4 8 4+00 ST A : 1 + 5 7 . 6 5 ( 0 . 0 0 , ) SD I N L E T E 2 C RI M : 4 8 8 4 . 0 7 IN V I N : 4 8 7 9 . 3 3 - 1 2 " ( W ) IN V I N : 4 8 8 0 . 1 3 - 1 2 " ( N ) IN V O U T : 4 8 7 9 . 3 3 - 1 2 " ( S E ) ST A : 2 + 6 5 . 1 1 ( 0 . 0 0 , ) SD I N L E T E 2 D RI M : 4 8 8 3 . 3 9 IN V I N : 4 8 7 8 . 2 6 - 1 2 " ( N W ) IN V O U T : 4 8 7 8 . 2 6 - 1 2 " ( W ) ST A : 2 + 8 7 . 6 1 ( 0 . 0 0 , ) SD M H E 3 A RI M : 4 8 8 3 . 9 0 IN V I N : 4 8 7 8 . 0 3 - 1 2 " ( E ) IN V I N : 4 8 7 6 . 7 8 - 1 8 " ( W ) IN V O U T : 4 8 7 6 . 0 1 - 2 4 " ( S ) 107.46' of 12" S.D. @ 1.00% ↕ 4.74' (SD) ↕ 5.14' (SD)↕ 9.89' (SD) ST A : 0 + 7 3 . 9 9 ( 0 . 0 0 , ) SD I N L E T E 2 B RI M : 4 8 8 4 . 1 7 IN V I N : 4 8 8 0 . 1 3 - 1 2 " ( N ) IN V O U T : 4 8 8 0 . 1 7 - 1 2 " ( E ) ↕ 4.04' (SD) 83.66' of 12" S.D. @ 1.00% 22.50' of 12" S.D. @ 1.00% ST A : 0 + 2 4 . 7 9 ( 0 . 0 1 , R ) SD I N L E T E 2 A RI M : 4 8 8 4 . 6 5 IN V O U T : 4 8 8 0 . 6 3 - 1 2 " ( S ) ↕ 4.02' (SD) 49.19' of 12" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER 10.00' of 24" S.D. @ 1.00% TOP ELEV: 4880.47 BOT ELEV: 4874.74 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' ID-6875-22; 50147737521 MARCH 15, 2024 STORM DRAIN PROFILES - 1 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 32 C.6.1 VICINITY MAP LEGEND PROFILE ALIGNMENTS, THIS SHEET STORM DRAIN PIPING SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO El e v a t i o n Station W-2- STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 0+00 48 8 2 . 5 5 48 7 7 . 8 2 1+00 48 8 1 . 4 1 48 7 8 . 1 2 2+00 48 8 1 . 4 4 48 7 8 . 3 1 144.12' of 12" S.D. @ 1.00% 22.85' of 24" S.D. @ 0.75% ↕ 4.27' (SD) ST A : 1 + 6 0 . 4 1 ( 0 . 0 0 , ) SD I N L E T - W 2 B RI M : 4 8 8 0 . 5 2 IN V I N : 4 8 7 6 . 5 2 - 1 2 " ( S ) IN V O U T : 4 8 7 3 . 5 8 - 2 4 " ( E ) ↕ 8.94' (SD) HWM HWM HWM HWM HWM HWM ST A : 0 + 1 7 . 9 3 ( 2 0 6 . 9 6 , R ) SD I N L E T - W 2 A RI M : 4 8 8 2 . 2 3 IN V O U T : 4 8 7 7 . 9 6 - 1 2 " ( N ) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4877.97 BOT ELEV: 4872.24 El e v a t i o n Station W-2- STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 0+00 48 8 2 . 5 5 48 7 7 . 8 2 1+00 48 8 1 . 4 1 48 7 8 . 1 2 2+00 48 8 1 . 4 4 48 7 8 . 3 1 144.12' of 12" S.D. @ 1.00% 22.85' of 24" S.D. @ 0.75% ↕ 4.27' (SD) ST A : 1 + 6 0 . 4 1 ( 0 . 0 0 , ) SD I N L E T - W 2 B RI M : 4 8 8 0 . 5 2 IN V I N : 4 8 7 6 . 5 2 - 1 2 " ( S ) IN V O U T : 4 8 7 3 . 5 8 - 2 4 " ( E ) ↕ 8.94' (SD) HWM HWM HWM HWM HWM HWM ST A : 0 + 1 7 . 9 3 ( 2 0 6 . 9 6 , R ) SD I N L E T - W 2 A RI M : 4 8 8 2 . 2 3 IN V O U T : 4 8 7 7 . 9 6 - 1 2 " ( N ) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4877.97 BOT ELEV: 4872.24 HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station W3a - STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 0+00 48 8 0 . 2 7 48 7 7 . 6 3 1+00 48 8 1 . 2 0 48 7 7 . 6 3 2+00 48 8 1 . 3 5 48 7 7 . 5 8 3+00 48 8 2 . 2 1 48 7 7 . 7 4 4+00 48 8 4 . 2 0 48 7 7 . 8 6 82.35' of 12" S.D. @ 1.00% 83.37' of 12" S.D. @ 1.00% 48.26' of 12 " S . D . @ 3 . 5 4 % 32.69' of 18" S.D. @ 0.60% 15.06' of 12" S.D. @ 1.00% 70.17' of 12" S.D. @ 1.00% 72.15' of 12" S.D. @ 1.00% ST A : 0 + 9 8 . 2 3 ( 0 . 0 0 , ) SD I N L E T - W 3 B RI M : 4 8 8 1 . 1 7 IN V I N : 4 8 7 6 . 6 1 - 1 2 " ( N ) IN V O U T : 4 8 7 6 . 6 1 - 1 2 " ( S ) ST A : 1 + 6 8 . 4 1 ( 0 . 0 0 , ) SD I N L E T - W 3 C RI M : 4 8 8 1 . 3 8 IN V I N : 4 8 7 5 . 9 1 - 1 2 " ( N ) IN V O U T : 4 8 7 5 . 9 1 - 1 2 " ( E ) ST A : 0 + 2 6 . 0 9 ( 0 . 0 0 , ) SD I N L E T - W 3 A RI M : 4 8 8 1 . 3 3 IN V O U T : 4 8 7 7 . 3 3 - 1 2 " ( S ) ST A : 1 + 8 3 . 4 7 ( 0 . 0 0 , ) SD I N L E T - W 3 D RI M : 4 8 8 1 . 1 1 IN V I N : 4 8 7 5 . 7 6 - 1 2 " ( W ) IN V O U T : 4 8 7 5 . 9 1 - 1 8 " ( E ) ST A : 2 + 1 6 . 1 6 ( 0 . 0 0 , ) SD S & G - W 3 RI M : 4 8 8 1 . 5 1 IN V I N : 4 8 7 5 . 7 1 - 1 8 " ( W ) IN V I N : 4 8 7 5 . 7 1 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 3 7 - 2 4 " ( N ) ST A : 2 + 6 4 . 4 2 ( 0 . 0 0 , ) SD I N L E T - W 3 E RI M : 4 8 8 1 . 4 2 IN V I N : 4 8 7 7 . 4 2 - 1 2 " ( E ) IN V O U T : 4 8 7 7 . 4 2 - 1 2 " ( W ) ST A : 0 + 1 8 . 9 0 ( 1 2 9 . 0 6 , R ) SD I N L E T - W 3 F RI M : 4 8 8 2 . 8 5 IN V I N : 4 8 7 8 . 8 5 - 1 2 " ( E ) IN V O U T : 4 8 7 8 . 2 5 - 1 2 " ( W ) ST A : 4 + 3 0 . 1 4 ( 0 . 0 0 , ) SD I N L E T - W 3 G RI M : 4 8 8 4 . 9 4 IN V O U T : 4 8 7 9 . 6 7 - 1 2 " ( W ) ↕ 4.00' (SD)↕ 4.56' (SD)↕ 5.47' (SD)↕ 5.35' (SD) ↕ 8.14' (SD) ↕ 4.00' (SD) ↕ 4.60' (SD) ↕ 5.26' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station W3a - STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 0+00 48 8 0 . 2 7 48 7 7 . 6 3 1+00 48 8 1 . 2 0 48 7 7 . 6 3 2+00 48 8 1 . 3 5 48 7 7 . 5 8 3+00 48 8 2 . 2 1 48 7 7 . 7 4 4+00 48 8 4 . 2 0 48 7 7 . 8 6 82.35' of 12" S.D. @ 1.00% 83.37' of 12" S.D. @ 1.00% 48.26' of 12 " S . D . @ 3 . 5 4 % 32.69' of 18" S.D. @ 0.60% 15.06' of 12" S.D. @ 1.00% 70.17' of 12" S.D. @ 1.00% 72.15' of 12" S.D. @ 1.00% ST A : 0 + 9 8 . 2 3 ( 0 . 0 0 , ) SD I N L E T - W 3 B RI M : 4 8 8 1 . 1 7 IN V I N : 4 8 7 6 . 6 1 - 1 2 " ( N ) IN V O U T : 4 8 7 6 . 6 1 - 1 2 " ( S ) ST A : 1 + 6 8 . 4 1 ( 0 . 0 0 , ) SD I N L E T - W 3 C RI M : 4 8 8 1 . 3 8 IN V I N : 4 8 7 5 . 9 1 - 1 2 " ( N ) IN V O U T : 4 8 7 5 . 9 1 - 1 2 " ( E ) ST A : 0 + 2 6 . 0 9 ( 0 . 0 0 , ) SD I N L E T - W 3 A RI M : 4 8 8 1 . 3 3 IN V O U T : 4 8 7 7 . 3 3 - 1 2 " ( S ) ST A : 1 + 8 3 . 4 7 ( 0 . 0 0 , ) SD I N L E T - W 3 D RI M : 4 8 8 1 . 1 1 IN V I N : 4 8 7 5 . 7 6 - 1 2 " ( W ) IN V O U T : 4 8 7 5 . 9 1 - 1 8 " ( E ) ST A : 2 + 1 6 . 1 6 ( 0 . 0 0 , ) SD S & G - W 3 RI M : 4 8 8 1 . 5 1 IN V I N : 4 8 7 5 . 7 1 - 1 8 " ( W ) IN V I N : 4 8 7 5 . 7 1 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 3 7 - 2 4 " ( N ) ST A : 2 + 6 4 . 4 2 ( 0 . 0 0 , ) SD I N L E T - W 3 E RI M : 4 8 8 1 . 4 2 IN V I N : 4 8 7 7 . 4 2 - 1 2 " ( E ) IN V O U T : 4 8 7 7 . 4 2 - 1 2 " ( W ) ST A : 0 + 1 8 . 9 0 ( 1 2 9 . 0 6 , R ) SD I N L E T - W 3 F RI M : 4 8 8 2 . 8 5 IN V I N : 4 8 7 8 . 8 5 - 1 2 " ( E ) IN V O U T : 4 8 7 8 . 2 5 - 1 2 " ( W ) ST A : 4 + 3 0 . 1 4 ( 0 . 0 0 , ) SD I N L E T - W 3 G RI M : 4 8 8 4 . 9 4 IN V O U T : 4 8 7 9 . 6 7 - 1 2 " ( W ) ↕ 4.00' (SD)↕ 4.56' (SD)↕ 5.47' (SD)↕ 5.35' (SD) ↕ 8.14' (SD) ↕ 4.00' (SD) ↕ 4.60' (SD) ↕ 5.26' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station W4- STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+002+003+004+005+006+00 0+00 48 8 4 . 2 9 48 7 7 . 6 1 1+00 48 8 3 . 1 7 48 7 7 . 7 3 2+00 48 8 2 . 9 7 48 7 7 . 5 8 3+00 48 8 3 . 2 8 48 7 7 . 5 1 4+00 48 8 2 . 9 9 48 7 7 . 2 1 5+00 48 8 2 . 4 3 48 7 7 . 1 7 228.29' of 12" S.D. @ 1.00% 12.00' of 12" S.D. @ 1.00% 12.75' of 24" S.D. @ 1.00% 45.03' of 12" S.D. @ 1.00% ST A : 5 + 5 0 . 1 9 ( 0 . 0 0 , ) SD I N L E T - W 4 H RI M : 4 8 8 1 . 8 8 IN V O U T : 4 8 7 7 . 8 8 - 1 2 " ( N ) ST A : 3 + 9 0 . 9 1 ( 0 . 0 0 , ) SD M H - W 4 B RI M : 4 8 8 3 . 2 1 IN V I N : 4 8 7 6 . 9 2 - 1 2 " ( W ) IN V I N : 4 8 7 6 . 7 5 - 1 2 " ( S E ) IN V O U T : 4 8 7 4 . 7 6 - 2 4 " ( N ) 33.28' of 12" S.D. @ 1.00% ST A : 4 + 2 4 . 1 9 ( 0 . 0 0 , ) SD I N L E T - W 4 E RI M : 4 8 8 2 . 3 8 IN V I N : 4 8 7 7 . 2 5 - 1 2 " ( S ) IN V O U T : 4 8 7 7 . 2 5 - 1 2 " ( E ) 126.00' of 12" S.D. @ 0.50% ↕ 10.37' (SD) ST A : 0 + 8 9 . 6 8 ( 0 . 0 1 , R ) SD I N L E T - W 4 C RI M : 4 8 8 3 . 0 4 IN V I N : 4 8 7 8 . 9 2 - 1 2 " ( S ) IN V O U T : 4 8 7 8 . 9 2 - 1 2 " ( W ) ↕ 4.37' (SD)↕ 4.12' (SD) ST A : 0 + 3 2 . 6 5 ( - 0 . 1 4 , L ) SD I N L E T - W 4 A RI M : 4 8 8 3 . 4 9 IN V O U T : 4 8 7 9 . 4 9 - 1 2 " ( N W ) ST A : 0 + 7 7 . 6 8 ( 0 . 0 0 , ) SD I N L E T - W 4 B RI M : 4 8 8 3 . 4 1 IN V I N : 4 8 7 9 . 0 4 - 1 2 " ( S E ) IN V O U T : 4 8 7 9 . 0 4 - 1 2 " ( N ) ↕ 4.00' (SD) ST A : 3 + 1 7 . 9 6 ( 0 . 0 0 , ) SD M H - W 4 A RI M : 4 8 8 3 . 1 2 IN V I N : 4 8 7 6 . 6 4 - 1 2 " ( E ) IN V I N : 4 8 7 7 . 0 7 - 1 2 " ( W ) IN V O U T : 4 8 7 4 . 7 5 - 2 4 " ( S ) ↕ 4.00' (SD) ↕ 10.45' (SD) ↕ 5.13' (SD) 14.10' of 24" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4879.18 BOT ELEV: 4873.45 HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station W4- STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+002+003+004+005+006+00 0+00 48 8 4 . 2 9 48 7 7 . 6 1 1+00 48 8 3 . 1 7 48 7 7 . 7 3 2+00 48 8 2 . 9 7 48 7 7 . 5 8 3+00 48 8 3 . 2 8 48 7 7 . 5 1 4+00 48 8 2 . 9 9 48 7 7 . 2 1 5+00 48 8 2 . 4 3 48 7 7 . 1 7 228.29' of 12" S.D. @ 1.00% 12.00' of 12" S.D. @ 1.00% 12.75' of 24" S.D. @ 1.00% 45.03' of 12" S.D. @ 1.00% ST A : 5 + 5 0 . 1 9 ( 0 . 0 0 , ) SD I N L E T - W 4 H RI M : 4 8 8 1 . 8 8 IN V O U T : 4 8 7 7 . 8 8 - 1 2 " ( N ) ST A : 3 + 9 0 . 9 1 ( 0 . 0 0 , ) SD M H - W 4 B RI M : 4 8 8 3 . 2 1 IN V I N : 4 8 7 6 . 9 2 - 1 2 " ( W ) IN V I N : 4 8 7 6 . 7 5 - 1 2 " ( S E ) IN V O U T : 4 8 7 4 . 7 6 - 2 4 " ( N ) 33.28' of 12" S.D. @ 1.00% ST A : 4 + 2 4 . 1 9 ( 0 . 0 0 , ) SD I N L E T - W 4 E RI M : 4 8 8 2 . 3 8 IN V I N : 4 8 7 7 . 2 5 - 1 2 " ( S ) IN V O U T : 4 8 7 7 . 2 5 - 1 2 " ( E ) 126.00' of 12" S.D. @ 0.50% ↕ 10.37' (SD) ST A : 0 + 8 9 . 6 8 ( 0 . 0 1 , R ) SD I N L E T - W 4 C RI M : 4 8 8 3 . 0 4 IN V I N : 4 8 7 8 . 9 2 - 1 2 " ( S ) IN V O U T : 4 8 7 8 . 9 2 - 1 2 " ( W ) ↕ 4.37' (SD)↕ 4.12' (SD) ST A : 0 + 3 2 . 6 5 ( - 0 . 1 4 , L ) SD I N L E T - W 4 A RI M : 4 8 8 3 . 4 9 IN V O U T : 4 8 7 9 . 4 9 - 1 2 " ( N W ) ST A : 0 + 7 7 . 6 8 ( 0 . 0 0 , ) SD I N L E T - W 4 B RI M : 4 8 8 3 . 4 1 IN V I N : 4 8 7 9 . 0 4 - 1 2 " ( S E ) IN V O U T : 4 8 7 9 . 0 4 - 1 2 " ( N ) ↕ 4.00' (SD) ST A : 3 + 1 7 . 9 6 ( 0 . 0 0 , ) SD M H - W 4 A RI M : 4 8 8 3 . 1 2 IN V I N : 4 8 7 6 . 6 4 - 1 2 " ( E ) IN V I N : 4 8 7 7 . 0 7 - 1 2 " ( W ) IN V O U T : 4 8 7 4 . 7 5 - 2 4 " ( S ) ↕ 4.00' (SD) ↕ 10.45' (SD) ↕ 5.13' (SD) 14.10' of 24" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4879.18 BOT ELEV: 4873.45 El e v a t i o n El e v a t i o n El e v a t i o n Station W3b - STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 0+00 48 8 2 . 3 1 48 7 7 . 6 1 1+00 48 8 2 . 6 2 48 7 7 . 6 8 HWM HWM HWM HWM ↕ 8.14' (SD) ST A : 0 + 4 3 . 7 0 ( 0 . 0 0 , ) SD S & G - W 3 RI M : 4 8 8 1 . 5 1 IN V I N : 4 8 7 5 . 7 1 - 1 8 " ( W ) IN V I N : 4 8 7 5 . 7 1 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 3 7 - 2 4 " ( N ) 24.69' of 24" S.D. @ 1.00% TOP ELEV: 4877.33 BOT ELEV: 4871.60 EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER El e v a t i o n Station W3b - STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 0+00 48 8 2 . 3 1 48 7 7 . 6 1 1+00 48 8 2 . 6 2 48 7 7 . 6 8 HWM HWM HWM HWM ↕ 8.14' (SD) ST A : 0 + 4 3 . 7 0 ( 0 . 0 0 , ) SD S & G - W 3 RI M : 4 8 8 1 . 5 1 IN V I N : 4 8 7 5 . 7 1 - 1 8 " ( W ) IN V I N : 4 8 7 5 . 7 1 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 3 7 - 2 4 " ( N ) 24.69' of 24" S.D. @ 1.00% TOP ELEV: 4877.33 BOT ELEV: 4871.60 EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' ID-6875-22; 50147737521 MARCH 15, 2024 STORM DRAIN PROFILES - 2 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 33 C.6.2 VICINITY MAP LEGEND PROFILE ALIGNMENTS, THIS SHEET STORM DRAIN PIPING SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD23LF OF 12" S.D. @ 1.00% SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S El e v a t i o n Station W7a STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 48 9 2 . 0 0 48 7 8 . 3 8 1+00 48 9 0 . 3 4 48 7 8 . 4 1 2+00 48 8 7 . 4 9 48 7 8 . 2 3 3+00 48 8 7 . 3 8 48 7 8 . 0 8 4+00 48 8 7 . 0 3 48 7 7 . 9 7 5+00 48 8 6 . 0 8 48 7 7 . 8 3 6+00 48 8 5 . 1 8 48 7 7 . 9 0 7+00 48 8 6 . 7 7 48 7 7 . 9 6 8+00 48 8 8 . 6 1 48 7 7 . 9 8 9+00 48 9 1 . 6 3 48 7 8 . 1 0 29LF OF 24" S.D. @ 1.00% 28LF OF 24" S.D. @ 1.00% 153LF OF 12" S.D. @ 1 . 9 4 % 26LF OF 12" S.D. @ 0.50% 13LF OF 12" S.D. @ 2.26%39LF OF 12" S.D. @ 0.39% 38LF OF 12" S.D. @ 0.50% 19LF OF 12" S.D. @ 0.50% 26LF OF 6" S.D. @ 3.05% 28LF OF 6" S.D. @ 3.05% 67LF OF 12" S . D . @ 2 . 6 1 % 87LF OF 12" S.D. @ 0.40% 31LF OF 12" S.D. @ 0.50% 38LF OF 12" S.D. @ 0.50%43LF OF 12" S.D. @ 0.50% 4LF OF 6" S.D. @ 3.05% 45LF OF 6" S.D. @ 3.02% 62LF OF 12" S . D . @ 2 . 9 2 % HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM ST A : 5 + 5 9 . 8 3 ( 0 . 0 0 , ) SD M H W 7 B RI M : 4 8 8 4 . 6 3 IN V I N : 4 8 7 9 . 6 3 - 1 2 " ( N ) IN V I N : 4 8 7 9 . 4 8 - 1 2 " ( S ) IN V O U T : 4 8 7 8 . 7 5 - 2 4 " ( E ) ↕ 7.88' (SD) ↕ 5.13' (SD) ↕ 4.78' (SD) ↕ 9.44' (SD) ST A : 8 + 4 9 . 2 4 ( 0 . 0 0 , ) SD I N L E T - W 7 O RI M : 4 8 8 9 . 4 1 IN V I N : 4 8 8 4 . 4 1 - 1 2 " ( N E ) IN V I N : 4 8 8 4 . 2 8 - 1 2 " ( E ) IN V O U T : 4 8 8 4 . 2 8 - 1 2 " ( S ) ST A : 8 + 2 3 . 2 4 ( - 0 . 1 5 , L ) SD I N L E T - W 7 R RI M : 4 8 8 8 . 9 3 IN V I N : 4 8 8 4 . 1 5 - 1 2 " ( N ) IN V O U T : 4 8 8 4 . 1 5 - 1 2 " ( S ) ST A : 6 + 6 9 . 8 3 ( 0 . 0 0 , ) SD M H W 7 A RI M : 4 8 8 6 . 1 8 IN V I N : 4 8 8 1 . 1 8 - 1 2 " ( N ) IN V O U T : 4 8 7 8 . 7 4 - 2 4 " ( W ) ST A : 3 + 6 7 . 2 1 ( 0 . 0 0 , ) SD C O - W 7 F RI M : 4 8 8 7 . 4 2 IN V I N : 4 8 8 1 . 8 8 - 1 2 " ( N ) IN V I N : 4 8 8 2 . 3 8 - 6 " ( E ) IN V O U T : 4 8 8 1 . 8 8 - 1 2 " ( S ) ST A : 2 + 1 5 . 9 7 ( 0 . 0 0 , ) SD C O - W 7 B RI M : 4 8 8 7 . 5 3 IN V I N : 4 8 8 2 . 6 5 - 1 2 " ( N ) IN V I N : 4 8 8 3 . 1 4 - 4 " ( E ) IN V O U T : 4 8 8 2 . 6 4 - 1 2 " ( S ) ST A : 1 + 9 7 . 4 4 ( 0 . 0 0 , ) SD C O - W 7 A RI M : 4 8 8 7 . 4 4 IN V I N : 4 8 8 3 . 2 6 - 6 " ( E ) IN V I N : 4 8 8 3 . 2 6 - 1 2 " ( N ) IN V O U T : 4 8 8 2 . 7 4 - 1 2 " ( S ) ST A : 0 + 8 0 . 7 3 ( 0 . 0 0 , ) SD I N L E T - W 7 C RI M : 4 8 9 0 . 9 0 IN V I N : 4 8 8 6 . 8 1 - 6 " ( E ) IN V O U T : 4 8 8 6 . 8 2 - 6 " ( N W ) ST A : 0 + 3 1 . 9 7 ( 0 . 0 0 , ) SD I N L E T - W 7 A RI M : 4 8 9 1 . 8 1 IN V O U T : 4 8 8 8 . 3 1 - 6 " ( W ) ↕ 5.54' (SD)↕ 4.70' (SD)↕ 4.89' (SD) ↕ 3.50' (SD) ST A : 4 + 9 2 . 7 7 ( 0 . 0 0 , ) SD I N L E T - W 7 T RI M : 4 8 8 5 . 6 5 IN V I N : 4 8 8 1 . 3 8 - 1 2 " ( N ) IN V O U T : 4 8 8 1 . 3 8 - 1 2 " ( S ) ST A : 4 + 0 5 . 9 4 ( 0 . 0 0 , ) SD I N L E T - W 7 Q RI M : 4 8 8 6 . 8 2 IN V I N : 4 8 8 1 . 7 3 - 1 2 " ( N ) IN V O U T : 4 8 8 1 . 7 3 - 1 2 " ( S ) ST A : 3 + 3 5 . 9 4 ( 0 . 0 0 , ) SD C O - W 7 E RI M : 4 8 8 7 . 5 4 IN V I N : 4 8 8 2 . 0 4 - 1 2 " ( N ) IN V I N : 4 8 8 3 . 3 6 - 1 2 " ( E ) IN V O U T : 4 8 8 2 . 0 4 - 1 2 " ( S ) ST A : 2 + 9 7 . 4 4 ( 0 . 0 0 , ) SD C O - W 7 D RI M : 4 8 8 7 . 3 8 IN V I N : 4 8 8 2 . 2 3 - 1 2 " ( N ) IN V I N : 4 8 8 2 . 8 5 - 1 2 " ( E ) IN V O U T : 4 8 8 2 . 2 3 - 1 2 " ( S ) ST A : 2 + 5 3 . 9 8 ( 0 . 0 0 , ) SD C O - W 7 C RI M : 4 8 8 7 . 3 8 IN V I N : 4 8 8 2 . 4 5 - 1 2 " ( N ) IN V I N : 4 8 8 3 . 2 3 - 8 " ( E ) IN V O U T : 4 8 8 2 . 4 5 - 1 2 " ( S ) ST A : 1 + 5 2 . 6 9 ( 0 . 0 0 , ) SD _ 6 I N X 4 I N X 6 I N _ T E E RI M : 4 8 8 8 . 1 1 IN V I N : 4 8 8 4 . 6 1 - 6 " ( E ) IN V I N : 4 8 8 4 . 6 1 - 4 " ( S ) IN V O U T : 4 8 8 4 . 6 1 - 6 " ( W ) ST A : 1 + 4 8 . 8 3 ( 0 . 0 0 , ) SD _ 6 I N C H _ 2 2 . 5 H R Z B E N D RI M : 4 8 8 8 . 2 4 IN V I N : 4 8 8 4 . 7 3 - 4 " ( S E ) IN V O U T : 4 8 8 4 . 7 3 - 6 " ( W ) ↕ 4.93' (SD)↕ 5.15' (SD)↕ 5.50' (SD)↕ 5.09' (SD) ↕ 4.27' (SD) ST A : 9 + 2 3 . 5 3 ( 0 . 0 0 , ) SD P L U G W 7 A RI M : 4 8 9 6 . 4 5 IN V O U T : 4 8 8 6 . 5 0 - 1 2 " ( S W ) ST A : 9 + 1 0 . 9 8 ( 0 . 0 0 , ) SD I N L E T - W 7 U RI M : 4 8 9 1 . 7 8 IN V I N : 4 8 8 6 . 2 2 - 1 2 " ( N E ) IN V I N : 4 8 8 7 . 2 6 - 4 " ( W ) IN V O U T : 4 8 8 6 . 2 2 - 1 2 " ( S W ) ST A : 1 + 0 7 . 1 2 ( 0 . 0 0 , ) SD I N L E T - W 7 D RI M : 4 8 8 9 . 9 7 IN V I N : 4 8 8 6 . 0 1 - 6 " ( S E ) IN V O U T : 4 8 8 6 . 0 1 - 4 " ( N W ) ST A : 1 + 8 5 . 4 3 ( - 1 5 3 . 1 5 , L ) SD I N L E T - W 7 B RI M : 4 8 9 1 . 1 9 IN V I N : 4 8 8 7 . 4 6 - 6 " ( E ) IN V O U T : 4 8 8 7 . 4 6 - 6 " ( W ) ↕ 5.56' (SD) 42LF OF 4" S.D. @ 3.06% 21LF OF 6" S.D. @ 3.07% ↕ 3.73' (SD) ↕ 4.09' (SD) ↕ 3.96' (SD) ↕ 3.51' (SD) ↕ 3.52' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER BOT ELEV: 4877.29 TOP ELEV: 4883.02 FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E ST A = 8 + 1 0 . 7 4 CL E L E V = 4 8 8 9 . 2 6 ST A = 4 + 1 8 . 4 9 CL E L E V = 4 8 8 7 . 4 9 6" S.S. 6" S.S. 6"X6"X6" TEE ↕ 4.09' (SD) 6" ELBOW El e v a t i o n Station W7a STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 48 9 2 . 0 0 48 7 8 . 3 8 1+00 48 9 0 . 3 4 48 7 8 . 4 1 2+00 48 8 7 . 4 9 48 7 8 . 2 3 3+00 48 8 7 . 3 8 48 7 8 . 0 8 4+00 48 8 7 . 0 3 48 7 7 . 9 7 5+00 48 8 6 . 0 8 48 7 7 . 8 3 6+00 48 8 5 . 1 8 48 7 7 . 9 0 7+00 48 8 6 . 7 7 48 7 7 . 9 6 8+00 48 8 8 . 6 1 48 7 7 . 9 8 9+00 48 9 1 . 6 3 48 7 8 . 1 0 29LF OF 24" S.D. @ 1.00% 28LF OF 24" S.D. @ 1.00% 153LF OF 12" S.D. @ 1 . 9 4 % 26LF OF 12" S.D. @ 0.50% 13LF OF 12" S.D. @ 2.26%39LF OF 12" S.D. @ 0.39% 38LF OF 12" S.D. @ 0.50% 19LF OF 12" S.D. @ 0.50% 26LF OF 6" S.D. @ 3.05% 28LF OF 6" S.D. @ 3.05% 67LF OF 12" S . D . @ 2 . 6 1 % 87LF OF 12" S.D. @ 0.40% 31LF OF 12" S.D. @ 0.50% 38LF OF 12" S.D. @ 0.50%43LF OF 12" S.D. @ 0.50% 4LF OF 6" S.D. @ 3.05% 45LF OF 6" S.D. @ 3.02% 62LF OF 12" S . D . @ 2 . 9 2 % HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM ST A : 5 + 5 9 . 8 3 ( 0 . 0 0 , ) SD M H W 7 B RI M : 4 8 8 4 . 6 3 IN V I N : 4 8 7 9 . 6 3 - 1 2 " ( N ) IN V I N : 4 8 7 9 . 4 8 - 1 2 " ( S ) IN V O U T : 4 8 7 8 . 7 5 - 2 4 " ( E ) ↕ 7.88' (SD) ↕ 5.13' (SD) ↕ 4.78' (SD) ↕ 9.44' (SD) ST A : 8 + 4 9 . 2 4 ( 0 . 0 0 , ) SD I N L E T - W 7 O RI M : 4 8 8 9 . 4 1 IN V I N : 4 8 8 4 . 4 1 - 1 2 " ( N E ) IN V I N : 4 8 8 4 . 2 8 - 1 2 " ( E ) IN V O U T : 4 8 8 4 . 2 8 - 1 2 " ( S ) ST A : 8 + 2 3 . 2 4 ( - 0 . 1 5 , L ) SD I N L E T - W 7 R RI M : 4 8 8 8 . 9 3 IN V I N : 4 8 8 4 . 1 5 - 1 2 " ( N ) IN V O U T : 4 8 8 4 . 1 5 - 1 2 " ( S ) ST A : 6 + 6 9 . 8 3 ( 0 . 0 0 , ) SD M H W 7 A RI M : 4 8 8 6 . 1 8 IN V I N : 4 8 8 1 . 1 8 - 1 2 " ( N ) IN V O U T : 4 8 7 8 . 7 4 - 2 4 " ( W ) ST A : 3 + 6 7 . 2 1 ( 0 . 0 0 , ) SD C O - W 7 F RI M : 4 8 8 7 . 4 2 IN V I N : 4 8 8 1 . 8 8 - 1 2 " ( N ) IN V I N : 4 8 8 2 . 3 8 - 6 " ( E ) IN V O U T : 4 8 8 1 . 8 8 - 1 2 " ( S ) ST A : 2 + 1 5 . 9 7 ( 0 . 0 0 , ) SD C O - W 7 B RI M : 4 8 8 7 . 5 3 IN V I N : 4 8 8 2 . 6 5 - 1 2 " ( N ) IN V I N : 4 8 8 3 . 1 4 - 4 " ( E ) IN V O U T : 4 8 8 2 . 6 4 - 1 2 " ( S ) ST A : 1 + 9 7 . 4 4 ( 0 . 0 0 , ) SD C O - W 7 A RI M : 4 8 8 7 . 4 4 IN V I N : 4 8 8 3 . 2 6 - 6 " ( E ) IN V I N : 4 8 8 3 . 2 6 - 1 2 " ( N ) IN V O U T : 4 8 8 2 . 7 4 - 1 2 " ( S ) ST A : 0 + 8 0 . 7 3 ( 0 . 0 0 , ) SD I N L E T - W 7 C RI M : 4 8 9 0 . 9 0 IN V I N : 4 8 8 6 . 8 1 - 6 " ( E ) IN V O U T : 4 8 8 6 . 8 2 - 6 " ( N W ) ST A : 0 + 3 1 . 9 7 ( 0 . 0 0 , ) SD I N L E T - W 7 A RI M : 4 8 9 1 . 8 1 IN V O U T : 4 8 8 8 . 3 1 - 6 " ( W ) ↕ 5.54' (SD)↕ 4.70' (SD)↕ 4.89' (SD) ↕ 3.50' (SD) ST A : 4 + 9 2 . 7 7 ( 0 . 0 0 , ) SD I N L E T - W 7 T RI M : 4 8 8 5 . 6 5 IN V I N : 4 8 8 1 . 3 8 - 1 2 " ( N ) IN V O U T : 4 8 8 1 . 3 8 - 1 2 " ( S ) ST A : 4 + 0 5 . 9 4 ( 0 . 0 0 , ) SD I N L E T - W 7 Q RI M : 4 8 8 6 . 8 2 IN V I N : 4 8 8 1 . 7 3 - 1 2 " ( N ) IN V O U T : 4 8 8 1 . 7 3 - 1 2 " ( S ) ST A : 3 + 3 5 . 9 4 ( 0 . 0 0 , ) SD C O - W 7 E RI M : 4 8 8 7 . 5 4 IN V I N : 4 8 8 2 . 0 4 - 1 2 " ( N ) IN V I N : 4 8 8 3 . 3 6 - 1 2 " ( E ) IN V O U T : 4 8 8 2 . 0 4 - 1 2 " ( S ) ST A : 2 + 9 7 . 4 4 ( 0 . 0 0 , ) SD C O - W 7 D RI M : 4 8 8 7 . 3 8 IN V I N : 4 8 8 2 . 2 3 - 1 2 " ( N ) IN V I N : 4 8 8 2 . 8 5 - 1 2 " ( E ) IN V O U T : 4 8 8 2 . 2 3 - 1 2 " ( S ) ST A : 2 + 5 3 . 9 8 ( 0 . 0 0 , ) SD C O - W 7 C RI M : 4 8 8 7 . 3 8 IN V I N : 4 8 8 2 . 4 5 - 1 2 " ( N ) IN V I N : 4 8 8 3 . 2 3 - 8 " ( E ) IN V O U T : 4 8 8 2 . 4 5 - 1 2 " ( S ) ST A : 1 + 5 2 . 6 9 ( 0 . 0 0 , ) SD _ 6 I N X 4 I N X 6 I N _ T E E RI M : 4 8 8 8 . 1 1 IN V I N : 4 8 8 4 . 6 1 - 6 " ( E ) IN V I N : 4 8 8 4 . 6 1 - 4 " ( S ) IN V O U T : 4 8 8 4 . 6 1 - 6 " ( W ) ST A : 1 + 4 8 . 8 3 ( 0 . 0 0 , ) SD _ 6 I N C H _ 2 2 . 5 H R Z B E N D RI M : 4 8 8 8 . 2 4 IN V I N : 4 8 8 4 . 7 3 - 4 " ( S E ) IN V O U T : 4 8 8 4 . 7 3 - 6 " ( W ) ↕ 4.93' (SD)↕ 5.15' (SD)↕ 5.50' (SD)↕ 5.09' (SD) ↕ 4.27' (SD) ST A : 9 + 2 3 . 5 3 ( 0 . 0 0 , ) SD P L U G W 7 A RI M : 4 8 9 6 . 4 5 IN V O U T : 4 8 8 6 . 5 0 - 1 2 " ( S W ) ST A : 9 + 1 0 . 9 8 ( 0 . 0 0 , ) SD I N L E T - W 7 U RI M : 4 8 9 1 . 7 8 IN V I N : 4 8 8 6 . 2 2 - 1 2 " ( N E ) IN V I N : 4 8 8 7 . 2 6 - 4 " ( W ) IN V O U T : 4 8 8 6 . 2 2 - 1 2 " ( S W ) ST A : 1 + 0 7 . 1 2 ( 0 . 0 0 , ) SD I N L E T - W 7 D RI M : 4 8 8 9 . 9 7 IN V I N : 4 8 8 6 . 0 1 - 6 " ( S E ) IN V O U T : 4 8 8 6 . 0 1 - 4 " ( N W ) ST A : 1 + 8 5 . 4 3 ( - 1 5 3 . 1 5 , L ) SD I N L E T - W 7 B RI M : 4 8 9 1 . 1 9 IN V I N : 4 8 8 7 . 4 6 - 6 " ( E ) IN V O U T : 4 8 8 7 . 4 6 - 6 " ( W ) ↕ 5.56' (SD) 42LF OF 4" S.D. @ 3.06% 21LF OF 6" S.D. @ 3.07% ↕ 3.73' (SD) ↕ 4.09' (SD) ↕ 3.96' (SD) ↕ 3.51' (SD) ↕ 3.52' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER BOT ELEV: 4877.29 TOP ELEV: 4883.02 FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E ST A = 8 + 1 0 . 7 4 CL E L E V = 4 8 8 9 . 2 6 ST A = 4 + 1 8 . 4 9 CL E L E V = 4 8 8 7 . 4 9 6" S.S. 6" S.S. 6"X6"X6" TEE ↕ 4.09' (SD) 6" ELBOW El e v a t i o n Station W7b STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+500+001+002+003+00 0+00 48 8 9 . 7 5 48 7 8 . 3 2 1+00 48 8 8 . 6 8 48 7 8 . 1 3 2+00 48 8 6 . 1 5 48 7 8 . 1 3 ST A : 0 + 4 0 . 7 8 ( 0 . 0 0 , ) SD I N L E T - W 7 L RI M : 4 8 8 9 . 9 7 IN V O U T : 4 8 8 5 . 4 7 - 4 " ( S ) ST A : 0 + 7 2 . 0 4 ( 0 . 0 0 , ) SD W 7 4 I N X 4 I N 9 0 _ B E N D RI M : 4 8 8 9 . 4 6 IN V I N : 4 8 8 4 . 6 9 - 4 " ( N ) IN V O U T : 4 8 8 4 . 5 2 - 4 " ( W ) ↕ 4.84' (SD) ST A : 1 + 5 7 . 7 9 ( 0 . 0 0 , ) SD C O - W 7 F RI M : 4 8 8 7 . 4 2 IN V I N : 4 8 8 1 . 8 8 - 1 2 " ( N ) IN V I N : 4 8 8 2 . 3 8 - 6 " ( E ) IN V O U T : 4 8 8 1 . 8 8 - 1 2 " ( S ) ↕ 5.54' (SD) ↕ 4.52' (SD) ↕ 5.01' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER HWMHWMHWMHWMHWMHWM ST A = 1 + 6 8 . 5 4 CL E L E V = 4 8 8 7 . 3 0 FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E ST A : 1 + 1 3 . 0 4 ( 0 . 0 0 , ) SD W 7 6 I N X 6 I N X 6 I N _ T E E W I T H 4 I N R E D U C E R RI M : 4 8 8 8 . 3 2 IN V I N : 4 8 8 3 . 5 0 - 4 " ( E ) IN V I N : 4 8 8 3 . 5 0 - 4 " ( N ) IN V O U T : 4 8 8 3 . 5 0 - 6 " ( W ) El e v a t i o n Station W7b STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+500+001+002+003+00 0+00 48 8 9 . 7 5 48 7 8 . 3 2 1+00 48 8 8 . 6 8 48 7 8 . 1 3 2+00 48 8 6 . 1 5 48 7 8 . 1 3 ST A : 0 + 4 0 . 7 8 ( 0 . 0 0 , ) SD I N L E T - W 7 L RI M : 4 8 8 9 . 9 7 IN V O U T : 4 8 8 5 . 4 7 - 4 " ( S ) ST A : 0 + 7 2 . 0 4 ( 0 . 0 0 , ) SD W 7 4 I N X 4 I N 9 0 _ B E N D RI M : 4 8 8 9 . 4 6 IN V I N : 4 8 8 4 . 6 9 - 4 " ( N ) IN V O U T : 4 8 8 4 . 5 2 - 4 " ( W ) ↕ 4.84' (SD) ST A : 1 + 5 7 . 7 9 ( 0 . 0 0 , ) SD C O - W 7 F RI M : 4 8 8 7 . 4 2 IN V I N : 4 8 8 1 . 8 8 - 1 2 " ( N ) IN V I N : 4 8 8 2 . 3 8 - 6 " ( E ) IN V O U T : 4 8 8 1 . 8 8 - 1 2 " ( S ) ↕ 5.54' (SD) ↕ 4.52' (SD) ↕ 5.01' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER HWMHWMHWMHWMHWMHWM ST A = 1 + 6 8 . 5 4 CL E L E V = 4 8 8 7 . 3 0 FG SURFACE (BY OTHERS) FG SURFACE MA T C H LI N E ST A : 1 + 1 3 . 0 4 ( 0 . 0 0 , ) SD W 7 6 I N X 6 I N X 6 I N _ T E E W I T H 4 I N R E D U C E R RI M : 4 8 8 8 . 3 2 IN V I N : 4 8 8 3 . 5 0 - 4 " ( E ) IN V I N : 4 8 8 3 . 5 0 - 4 " ( N ) IN V O U T : 4 8 8 3 . 5 0 - 6 " ( W ) JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' ID-6875-22; 50147737521 MARCH 15, 2024 STORM DRAIN PROFILES - 3 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 34 C.6.3 VICINITY MAP LEGEND PROFILE ALIGNMENTS, THIS SHEET STORM DRAIN PIPING SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO El e v a t i o n Station E3a STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 0+00 48 9 2 . 0 0 48 7 8 . 1 4 1+00 48 9 0 . 9 8 48 7 8 . 2 1 2+00 48 8 8 . 2 6 48 7 8 . 1 5 3+00 48 8 5 . 8 7 48 7 8 . 2 5 4+00 48 8 4 . 2 5 48 7 8 . 3 2 5+00 48 8 3 . 3 9 48 7 8 . 2 5 6+00 48 8 2 . 9 0 48 7 8 . 0 9 ST A : 0 + 3 3 . 1 0 ( 0 . 0 0 , ) SD I N L E T E 3 S RI M : 4 8 9 1 . 8 1 IN V O U T : 4 8 8 8 . 4 3 - 4 " ( E ) 28.03' of 4" S.D. @ 4.12% ST A : 0 + 9 2 . 8 1 ( - 0 . 0 2 , L ) SD I N L E T E 3 C RI M : 4 8 9 1 . 0 9 IN V I N : 4 8 8 5 . 9 6 - 4 " ( S W ) IN V O U T : 4 8 8 5 . 9 6 - 4 " ( E ) 26.86' of 4" S.D. @ 4.12% ST A : 1 + 3 0 . 6 6 ( 0 . 0 0 , ) SD I N L E T E 3 E RI M : 4 8 8 8 . 9 4 IN V I N : 4 8 8 4 . 4 0 - 4 " ( W ) IN V O U T : 4 8 8 4 . 4 0 - 4 " ( E ) 43.00' of 4" S.D. @ 4.12% ST A : 1 + 7 3 . 6 6 ( 0 . 0 0 , ) SD I N L E T E 3 F RI M : 4 8 8 8 . 4 1 IN V I N : 4 8 8 2 . 6 3 - 4 " ( W ) IN V I N : 4 8 8 2 . 6 3 - 4 " ( N ) IN V O U T : 4 8 8 2 . 6 3 - 4 " ( E ) ↕ 3.38' (SD) ↕ 4.54' (SD) ↕ 5.78' (SD) ST A : 1 + 9 6 . 1 6 ( 0 . 0 0 , ) SD I N L E T E 3 H RI M : 4 8 8 8 . 1 6 IN V I N : 4 8 8 1 . 7 0 - 4 " ( W ) IN V O U T : 4 8 8 1 . 7 1 - 6 " ( S E ) ST A : 2 + 2 1 . 8 2 ( 0 . 0 0 , L ) SD I N L E T E 3 I RI M : 4 8 8 7 . 3 7 IN V I N : 4 8 8 1 . 5 8 - 6 " ( N W ) IN V O U T : 4 8 8 1 . 0 8 - 1 2 " ( S E ) 25.65' of 6" S.D. @ 0.50% 86.98' of 12" S.D. @ 0.50% ↕ 6.29' (SD) ST A : 3 + 0 8 . 8 0 ( 0 . 0 0 , ) SD I N L E T E 3 J RI M : 4 8 8 5 . 6 7 IN V I N : 4 8 8 1 . 6 7 - 1 2 " ( S W ) IN V I N : 4 8 8 0 . 6 5 - 1 2 " ( N W ) IN V O U T : 4 8 8 0 . 6 5 - 1 2 " ( S E ) ↕ 5.02' (SD) 92.84' of 12" S.D. @ 1.00% ST A : 4 + 0 1 . 6 4 ( 0 . 0 0 , ) SD I N L E T E 3 K RI M : 4 8 8 4 . 2 2 IN V I N : 4 8 7 9 . 7 2 - 1 2 " ( N W ) IN V O U T : 4 8 7 9 . 2 2 - 1 8 " ( E ) ↕ 5.00' (SD) 32.50' of 18" S.D. @ 1.00% ST A : 4 + 3 4 . 1 4 ( 0 . 0 0 , ) SD M H - E 3 A RI M : 4 8 8 3 . 9 6 IN V I N : 4 8 7 8 . 8 9 - 1 8 " ( W ) IN V O U T : 4 8 7 4 . 6 8 - 2 4 " ( S ) ↕ 11.28' (SD) HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM ST A : 5 + 8 3 . 9 1 ( 0 . 0 0 , ) SD M H - E 3 B RI M : 4 8 8 2 . 9 7 IN V I N : 4 8 7 8 . 0 0 - 1 2 " ( S E ) IN V I N : 4 8 7 8 . 3 3 - 1 8 " ( W ) IN V O U T : 4 8 7 4 . 5 6 - 2 4 " ( N ) ↕ 10.41' (SD) ST A : 0 + 6 1 . 1 3 ( 0 . 0 0 , ) SD I N L E T E 3 B RI M : 4 8 9 1 . 1 7 IN V I N : 4 8 8 7 . 2 7 - 4 " ( W ) IN V O U T : 4 8 8 7 . 2 7 - 4 " ( N E ) ST A : 1 + 1 9 . 6 6 ( 0 . 0 0 , R ) SD I N L E T E 3 D RI M : 4 8 8 9 . 4 3 IN V I N : 4 8 8 4 . 8 6 - 4 " ( W ) IN V O U T : 4 8 8 4 . 8 6 - 4 " ( E ) ↕ 3.90' (SD)↕ 5.12' (SD) 31.69' of 4" S.D. @ 4.13% ↕ 4.57' (SD) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER MA T C H LI N E 10.00' of 24" S.D. @ 1.00% 21.76' of 24" S.D. @ 1.00% TOP ELEV: 4879.02 BOT ELEV: 4873.29 FG SURFACE (BY OTHERS)FG SURFACE11.00' of 4" S.D. @ 4.13% ↕ 6.45' (SD) HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM El e v a t i o n Station E3c STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 48 8 7 . 4 6 48 7 8 . 2 9 1+00 48 8 5 . 7 6 48 7 8 . 1 3 2+00 48 8 4 . 6 8 48 7 8 . 0 8 3+00 48 8 3 . 2 3 48 7 8 . 1 0 4+00 48 8 3 . 4 0 48 7 8 . 2 4 5+00 48 8 4 . 2 7 48 7 8 . 3 1 ST A : 0 + 2 6 . 2 6 ( - 0 . 1 9 , L ) SD I N L E T E 3 N RI M : 4 8 8 7 . 0 5 IN V O U T : 4 8 8 2 . 4 3 - 1 2 " ( S ) 79.58' of 12" S.D. @ 1.00% ST A : 1 + 0 5 . 8 5 ( 0 . 0 0 , ) SD M H - E 3 C RI M : 4 8 8 5 . 6 3 IN V I N : 4 8 8 1 . 6 3 - 1 2 " ( N ) IN V I N : 4 8 8 1 . 1 1 - 1 2 " ( S ) IN V O U T : 4 8 8 1 . 1 1 - 1 8 " ( E ) 93.40' of 18" S.D. @ 0.50% ST A : 1 + 9 9 . 2 4 ( 0 . 2 5 , R ) SD I N L E T E 3 M RI M : 4 8 8 4 . 6 7 IN V I N : 4 8 8 0 . 6 4 - 1 8 " ( W ) IN V O U T : 4 8 8 0 . 6 4 - 1 8 " ( E ) ST A : 2 + 8 0 . 7 4 ( 0 . 0 0 , ) SD I N L E T E 3 L RI M : 4 8 8 3 . 4 2 IN V I N : 4 8 7 9 . 2 6 - 1 8 " ( W ) IN V O U T : 4 8 7 8 . 6 7 - 1 8 " ( E ) ST A : 3 + 1 4 . 6 8 ( 0 . 0 0 , ) SD M H - E 3 B RI M : 4 8 8 2 . 9 7 IN V I N : 4 8 7 8 . 0 0 - 1 2 " ( S E ) IN V I N : 4 8 7 8 . 3 3 - 1 8 " ( W ) IN V O U T : 4 8 7 4 . 5 6 - 2 4 " ( N ) ↕ 4.62' (SD) ↕ 4.52' (SD)↕ 4.03' (SD) ↕ 4.75' (SD) ↕ 10.41' (SD) 81.50' of 18" S.D. @ 1 . 7 0 % 33.94' of 18" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER ST A : ? ? ? ( ? ? ? , ? ? ? ) SD M H - E 3 A RI M : 4 8 8 3 . 9 6 IN V I N : 4 8 7 8 . 8 9 - 1 8 " ( W ) IN V O U T : 4 8 7 4 . 6 8 - 2 4 " ( S ) 21.76' of 24" S.D. @ 1.00% 10.00' of 24" S.D. @ 1.00% BOT ELEV: 4873.29 TOP ELEV: 4879.02 El e v a t i o n Station E3b STORM PROFILE 4860 4870 4880 4890 4900 4860 4870 4880 4890 4900 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ST A : 3 + 6 0 . 7 4 ( 0 . 0 0 , ) SD I N L E T E 3 J RI M : 4 8 8 5 . 6 7 IN V I N : 4 8 8 1 . 6 7 - 1 2 " ( S W ) IN V I N : 4 8 8 0 . 6 5 - 1 2 " ( N W ) IN V O U T : 4 8 8 0 . 6 5 - 1 2 " ( S E ) ST A : 4 + 5 3 . 5 8 ( 0 . 0 0 , ) SD I N L E T E 3 K RI M : 4 8 8 4 . 2 2 IN V I N : 4 8 7 9 . 7 2 - 1 2 " ( N W ) IN V O U T : 4 8 7 9 . 2 2 - 1 8 " ( E ) ST A : 0 + 2 3 . 5 5 ( 0 . 0 0 , ) SD I N L E T E 3 R RI M : 4 8 8 9 . 7 5 IN V O U T : 4 8 8 5 . 7 5 - 1 2 " ( E ) ST A : 1 + 1 8 . 0 2 ( 0 . 0 0 , ) SD I N L E T E 3 Q RI M : 4 8 8 9 . 2 3 IN V I N : 4 8 8 4 . 8 1 - 1 2 " ( W ) IN V O U T : 4 8 8 4 . 8 1 - 1 2 " ( S ) ST A : 1 + 4 6 . 0 2 ( 0 . 0 0 , ) SD I N L E T E 3 P RI M : 4 8 8 8 . 8 8 IN V I N : 4 8 8 4 . 5 3 - 1 2 " ( N ) IN V O U T : 4 8 8 4 . 5 3 - 1 2 " ( E ) ST A : 2 + 6 8 . 0 2 ( 0 . 0 0 , R ) SD I N L E T E 3 O RI M : 4 8 8 7 . 4 5 IN V I N : 4 8 8 3 . 3 1 - 1 2 " ( W ) IN V O U T : 4 8 8 3 . 2 8 - 1 2 " ( N E ) 92.71' of 12" S.D. @ 1 . 7 4 % 122.00' of 12" S.D. @ 1.00% 28.00' of 12" S.D. @ 1.00% 94.47' of 12" S.D. @ 1.00% ↕ 4.00' (SD)↕ 4.42' (SD)↕ 4.35' (SD) ↕ 4.17' (SD) ↕ 5.02' (SD) ↕ 5.00' (SD) 92.84' of 12" S.D. @ 1.00% 32.50' of 18" S.D. @ 1.00% 21.76' of 24" S.D. @ 1.00% ST A : 4 + 8 6 . 0 8 ( 0 . 0 0 , ) SD M H - E 3 A RI M : 4 8 8 3 . 9 6 IN V I N : 4 8 7 8 . 8 9 - 1 8 " ( W ) IN V O U T : 4 8 7 4 . 6 8 - 2 4 " ( S ) ST A : 6 + 3 5 . 8 4 ( 0 . 0 0 , ) SD M H - E 3 B RI M : 4 8 8 2 . 9 7 IN V I N : 4 8 7 8 . 0 0 - 1 2 " ( S E ) IN V I N : 4 8 7 8 . 3 3 - 1 8 " ( W ) IN V O U T : 4 8 7 4 . 5 6 - 2 4 " ( N ) 10.00' of 24" S.D. @ 1.00% 0+00 48 9 1 . 1 2 48 7 8 . 1 4 1+00 48 8 9 . 9 6 48 7 8 . 1 6 2+00 48 8 8 . 8 6 48 7 8 . 2 2 3+00 48 8 7 . 0 8 48 7 8 . 2 2 4+00 48 8 5 . 4 7 48 7 8 . 4 4 5+00 48 8 3 . 8 4 48 7 8 . 2 5 6+00 48 8 3 . 1 5 48 7 8 . 2 3 7+00 48 8 2 . 4 2 48 7 8 . 0 2 HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM HIGH WATER MARKER PROPOSED SURFACE EXISTING SURFACE MA T C H LI N E FG SURFACE (BY OTHERS)FG SURFACE JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' ID-6875-22; 50147737521 MARCH 15, 2024 STORM DRAIN PROFILES - 4 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 35 C.6.4 VICINITY MAP LEGEND PROFILE ALIGNMENTS, THIS SHEET STORM DRAIN PIPING SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM Station W5a - STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+002+003+004+004+50 0+00 48 8 0 . 8 3 48 7 7 . 5 9 1+00 48 8 1 . 4 5 48 7 7 . 4 1 2+00 48 8 2 . 0 8 48 7 7 . 2 4 3+00 48 8 2 . 6 2 48 7 7 . 2 4 4+00 41.59' of 12" S.D. @ 0.50% 122.98' of 18" S.D. @ 0.50% 91.02' of 12" S.D. @ 0.50% 59.00' of 12" S.D. @ 0.50% ↕ 4.00' (SD) ST A : 0 + 3 9 . 1 3 ( 0 . 2 6 , R ) SD I N L E T - W 5 A RI M : 4 8 8 0 . 5 0 IN V O U T : 4 8 7 6 . 5 0 - 1 2 " ( W ) ↕ 5.36' (SD) ↕ 4.62' (SD)↕ 4.00' (SD) ST A : 0 + 8 0 . 7 2 ( - 0 . 2 1 , L ) SD M H - W 5 C RI M : 4 8 8 1 . 1 5 IN V I N : 4 8 7 7 . 8 4 - 1 2 " ( N ) IN V I N : 4 8 7 6 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 7 9 - 1 8 " ( W ) ST A : 2 + 9 4 . 7 2 ( - 0 . 0 4 , L ) SD I N L E T - W 5 D RI M : 4 8 8 2 . 1 2 IN V I N : 4 8 7 7 . 5 0 - 1 2 " ( W ) IN V I N : 4 8 7 8 . 8 9 - 1 2 " ( N ) IN V O U T : 4 8 7 7 . 5 0 - 1 2 " ( E ) ST A : 3 + 5 3 . 7 2 ( 0 . 0 0 , ) SD I N L E T - W 5 E RI M : 4 8 8 1 . 8 0 IN V O U T : 4 8 7 7 . 8 0 - 1 2 " ( E ) ↕ 6.89' (SD) ST A : 2 + 0 3 . 7 0 ( - 0 . 1 1 , L ) SD M H - W 5 B RI M : 4 8 8 2 . 0 6 IN V I N : 4 8 7 5 . 1 8 - 1 8 " ( E ) IN V I N : 4 8 7 7 . 0 4 - 1 2 " ( W ) IN V O U T : 4 8 7 5 . 1 8 - 1 8 " ( S ) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER HWM HWM HWM HWM HWM HWM HWM HWM HWM HWM Station W5a - STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+002+003+004+004+50 0+00 48 8 0 . 8 3 48 7 7 . 5 9 1+00 48 8 1 . 4 5 48 7 7 . 4 1 2+00 48 8 2 . 0 8 48 7 7 . 2 4 3+00 48 8 2 . 6 2 48 7 7 . 2 4 4+00 41.59' of 12" S.D. @ 0.50% 122.98' of 18" S.D. @ 0.50% 91.02' of 12" S.D. @ 0.50% 59.00' of 12" S.D. @ 0.50% ↕ 4.00' (SD) ST A : 0 + 3 9 . 1 3 ( 0 . 2 6 , R ) SD I N L E T - W 5 A RI M : 4 8 8 0 . 5 0 IN V O U T : 4 8 7 6 . 5 0 - 1 2 " ( W ) ↕ 5.36' (SD) ↕ 4.62' (SD)↕ 4.00' (SD) ST A : 0 + 8 0 . 7 2 ( - 0 . 2 1 , L ) SD M H - W 5 C RI M : 4 8 8 1 . 1 5 IN V I N : 4 8 7 7 . 8 4 - 1 2 " ( N ) IN V I N : 4 8 7 6 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 7 5 . 7 9 - 1 8 " ( W ) ST A : 2 + 9 4 . 7 2 ( - 0 . 0 4 , L ) SD I N L E T - W 5 D RI M : 4 8 8 2 . 1 2 IN V I N : 4 8 7 7 . 5 0 - 1 2 " ( W ) IN V I N : 4 8 7 8 . 8 9 - 1 2 " ( N ) IN V O U T : 4 8 7 7 . 5 0 - 1 2 " ( E ) ST A : 3 + 5 3 . 7 2 ( 0 . 0 0 , ) SD I N L E T - W 5 E RI M : 4 8 8 1 . 8 0 IN V O U T : 4 8 7 7 . 8 0 - 1 2 " ( E ) ↕ 6.89' (SD) ST A : 2 + 0 3 . 7 0 ( - 0 . 1 1 , L ) SD M H - W 5 B RI M : 4 8 8 2 . 0 6 IN V I N : 4 8 7 5 . 1 8 - 1 8 " ( E ) IN V I N : 4 8 7 7 . 0 4 - 1 2 " ( W ) IN V O U T : 4 8 7 5 . 1 8 - 1 8 " ( S ) EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER El e v a t i o n Station W5b- STORM INFILTRATOR PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 0+00 48 8 2 . 5 9 48 7 7 . 2 1 1+00 48 8 1 . 4 9 48 7 7 . 2 0 15.55' of 18" S.D. @ 1.00% 9.98' of 24" S.D. @ 1.00% HWM HWM HWM HWM ↕ 10.66' (SD) ↕ 6.89' (SD) ST A : 2 + 0 3 . 7 0 ( - 0 . 1 1 , L ) SD M H - W 5 B RI M : 4 8 8 2 . 0 6 IN V I N : 4 8 7 5 . 1 8 - 1 8 " ( E ) IN V I N : 4 8 7 7 . 0 4 - 1 2 " ( W ) IN V O U T : 4 8 7 5 . 1 8 - 1 8 " ( S ) ST A : 0 + 3 6 . 4 6 ( 0 . 0 0 , ) SD M H - W 5 A RI M : 4 8 8 1 . 1 1 IN V I N : 4 8 7 5 . 0 2 - 1 8 " ( N ) IN V O U T : 4 8 7 2 . 4 5 - 2 4 " ( W ) BOT ELEV: 4871.19 TOP ELEV: 4876.92 EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER El e v a t i o n Station W5b- STORM INFILTRATOR PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 0+00 48 8 2 . 5 9 48 7 7 . 2 1 1+00 48 8 1 . 4 9 48 7 7 . 2 0 15.55' of 18" S.D. @ 1.00% 9.98' of 24" S.D. @ 1.00% HWM HWM HWM HWM ↕ 10.66' (SD) ↕ 6.89' (SD) ST A : 2 + 0 3 . 7 0 ( - 0 . 1 1 , L ) SD M H - W 5 B RI M : 4 8 8 2 . 0 6 IN V I N : 4 8 7 5 . 1 8 - 1 8 " ( E ) IN V I N : 4 8 7 7 . 0 4 - 1 2 " ( W ) IN V O U T : 4 8 7 5 . 1 8 - 1 8 " ( S ) ST A : 0 + 3 6 . 4 6 ( 0 . 0 0 , ) SD M H - W 5 A RI M : 4 8 8 1 . 1 1 IN V I N : 4 8 7 5 . 0 2 - 1 8 " ( N ) IN V O U T : 4 8 7 2 . 4 5 - 2 4 " ( W ) BOT ELEV: 4871.19 TOP ELEV: 4876.92 EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' ID-6875-22; 50147737521 MARCH 15, 2024 STORM DRAIN PROFILES - 5 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 36 C.6.5 VICINITY MAP LEGEND PROFILE ALIGNMENTS, THIS SHEET STORM DRAIN PIPING > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO El e v a t i o n Station LS-6 & 7 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 0+00 1+00 2+00 2+50 1+00 48 7 7 . 2 2 48 7 7 . 0 6 2+00 48 7 5 . 4 0 48 7 7 . 0 8 6LF OF 12" S.D. @ 1.00% HWM HWM HWM HWM HWM HWM ST A : 0 + 5 5 . 2 0 ( - 8 8 2 . 5 0 , L ) SD I N L E T - L S - 7 RI M : 4 8 7 6 . 2 0 IN V O U T : 4 8 7 2 . 2 0 - 1 2 " ( W ) ↕ 6.00' (SD) ST A : 0 + 5 5 . 2 0 ( - 7 9 1 . 9 4 , L ) SD I N L E T - L S - 6 A RI M : 4 8 7 5 . 3 9 IN V O U T : 4 8 7 2 . 3 2 - 1 2 " ( W ) ↕ 5.07' (SD) 24LF OF 12" SaniTite HP Dual Wall @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4875.15 BOT ELEV: 4871.22 BOT ELEV: 4871.22 TOP ELEV: 4875.16 El e v a t i o n Station LS-6 & 7 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 0+00 1+00 2+00 2+50 1+00 48 7 7 . 2 2 48 7 7 . 0 6 2+00 48 7 5 . 4 0 48 7 7 . 0 8 6LF OF 12" S.D. @ 1.00% HWM HWM HWM HWM HWM HWM ST A : 0 + 5 5 . 2 0 ( - 8 8 2 . 5 0 , L ) SD I N L E T - L S - 7 RI M : 4 8 7 6 . 2 0 IN V O U T : 4 8 7 2 . 2 0 - 1 2 " ( W ) ↕ 6.00' (SD) ST A : 0 + 5 5 . 2 0 ( - 7 9 1 . 9 4 , L ) SD I N L E T - L S - 6 A RI M : 4 8 7 5 . 3 9 IN V O U T : 4 8 7 2 . 3 2 - 1 2 " ( W ) ↕ 5.07' (SD) 24LF OF 12" SaniTite HP Dual Wall @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4875.15 BOT ELEV: 4871.22 BOT ELEV: 4871.22 TOP ELEV: 4875.16 El e v a t i o n Station W-6 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+001+75 0+00 48 7 8 . 6 4 48 7 7 . 3 8 1+00 48 7 6 . 8 0 48 7 7 . 3 3 9LF OF 12" S.D. @ 1.00% 33LF OF 12" S.D. @ 1.00% ST A : 0 + 2 4 . 3 3 ( 0 . 0 0 , ) SD I N L E T - W 6 A RI M : 4 8 7 7 . 7 7 IN V I N : 4 8 7 3 . 6 8 - 1 2 " ( N ) IN V O U T : 4 8 7 3 . 6 8 - 1 2 " ( W ) ST A : 0 + 1 5 . 3 3 ( 0 . 0 0 , ) SD I N L E T - W 6 B RI M : 4 8 7 8 . 0 9 IN V O U T : 4 8 7 3 . 7 7 - 1 2 " ( S ) ↕ 4.32' (SD)↕ 4.09' (SD) HWMHWMHWM ST A : 0 + 5 5 . 2 0 ( - 6 8 7 . 4 7 , L ) SD M H - W 6 RI M : 4 8 7 8 . 0 9 IN V I N : 4 8 7 3 . 3 5 - 1 2 " ( E ) IN V O U T : 4 8 7 2 . 3 5 - 1 2 " ( W ) 6LF OF 12" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4875.26 BOT ELEV: 4871.32 El e v a t i o n Station W-6 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+001+75 0+00 48 7 8 . 6 4 48 7 7 . 3 8 1+00 48 7 6 . 8 0 48 7 7 . 3 3 9LF OF 12" S.D. @ 1.00% 33LF OF 12" S.D. @ 1.00% ST A : 0 + 2 4 . 3 3 ( 0 . 0 0 , ) SD I N L E T - W 6 A RI M : 4 8 7 7 . 7 7 IN V I N : 4 8 7 3 . 6 8 - 1 2 " ( N ) IN V O U T : 4 8 7 3 . 6 8 - 1 2 " ( W ) ST A : 0 + 1 5 . 3 3 ( 0 . 0 0 , ) SD I N L E T - W 6 B RI M : 4 8 7 8 . 0 9 IN V O U T : 4 8 7 3 . 7 7 - 1 2 " ( S ) ↕ 4.32' (SD)↕ 4.09' (SD) HWMHWMHWM ST A : 0 + 5 5 . 2 0 ( - 6 8 7 . 4 7 , L ) SD M H - W 6 RI M : 4 8 7 8 . 0 9 IN V I N : 4 8 7 3 . 3 5 - 1 2 " ( E ) IN V O U T : 4 8 7 2 . 3 5 - 1 2 " ( W ) 6LF OF 12" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER TOP ELEV: 4875.26 BOT ELEV: 4871.32 El e v a t i o n Station LS-5 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 0+00 48 7 8 . 2 5 48 7 7 . 4 2 1+00 48 7 7 . 5 2 48 7 7 . 6 1 2+00 48 7 8 . 7 1 48 7 7 . 5 2 HWM HWM HWM HWM HWM HWM ST A : 0 + 5 5 . 2 0 ( - 6 2 4 . 9 3 , L ) SD I N L E T L S - 5 A RI M : 4 8 7 6 . 8 9 IN V O U T : 4 8 7 3 . 4 4 - 1 2 " ( E ) ST A : 0 + 5 5 . 2 0 ( - 5 7 9 . 6 1 , L ) SD I N L E T L S - 5 B RI M : 4 8 7 7 . 5 5 IN V O U T : 4 8 7 3 . 6 0 - 1 2 " ( W ) ↕ 5.45' (SD) ↕ 3.94' (SD) 27.62' of 12" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER 27.61' of 12" S.D. @ 1.00% TOP ELEV: 4876.19 BOT ELEV: 4872.24 El e v a t i o n Station LS-5 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 3+00 0+00 48 7 8 . 2 5 48 7 7 . 4 2 1+00 48 7 7 . 5 2 48 7 7 . 6 1 2+00 48 7 8 . 7 1 48 7 7 . 5 2 HWM HWM HWM HWM HWM HWM ST A : 0 + 5 5 . 2 0 ( - 6 2 4 . 9 3 , L ) SD I N L E T L S - 5 A RI M : 4 8 7 6 . 8 9 IN V O U T : 4 8 7 3 . 4 4 - 1 2 " ( E ) ST A : 0 + 5 5 . 2 0 ( - 5 7 9 . 6 1 , L ) SD I N L E T L S - 5 B RI M : 4 8 7 7 . 5 5 IN V O U T : 4 8 7 3 . 6 0 - 1 2 " ( W ) ↕ 5.45' (SD) ↕ 3.94' (SD) 27.62' of 12" S.D. @ 1.00% EXISTING SURFACE PROPOSED SURFACE HIGH WATER MARKER 27.61' of 12" S.D. @ 1.00% TOP ELEV: 4876.19 BOT ELEV: 4872.24 Station E4 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+500+001+002+003+00 0+00 48 8 0 . 1 6 48 7 7 . 8 3 1+00 48 7 7 . 6 3 48 7 7 . 8 0 2+00 48 7 7 . 8 7 48 7 7 . 6 5 HWM HWM HWM HWM HWM HWM HWM ST A : 0 + 2 7 . 3 5 ( 0 . 0 0 , ) SD I N L E T - E 4 A RI M : 4 8 7 9 . 2 8 IN V O U T : 4 8 7 5 . 2 8 - 1 2 " ( S ) ST A : 0 + 3 6 . 3 5 ( 0 . 0 0 , ) SD I N L E T - E 4 B RI M : 4 8 7 8 . 9 9 IN V I N : 4 8 7 5 . 1 9 - 1 2 " ( N ) IN V O U T : 4 8 7 3 . 8 3 - 1 2 " ( W ) ↕ 4.00' (SD)↕ 5.16' (SD) 9.00' of 12" S.D. @ 1.00% 76.25' of 12" S.D. @ 1.00% ST A : 1 + 1 2 . 6 0 ( 0 . 0 0 , ) SD M H - E 4 A RI M : 4 8 7 7 . 0 7 IN V I N : 4 8 7 3 . 0 7 - 1 2 " ( E ) IN V O U T : 4 8 7 3 . 0 4 - 1 2 " ( W ) 23.07' of 12" S.D. @ 1.00% ST A : 2 + 3 0 . 7 4 ( 0 . 0 0 , ) SD I N L E T - E C RI M : 4 8 7 7 . 5 5 IN V O U T : 4 8 7 3 . 0 4 - 1 2 " ( E ) ↕ 6.02' (SD) EXISTING SURFACEPROPOSED SURFACE ↕ 4.51' (SD) 23.07' of 12" S.D. @ 1.00% TOP ELEV: 4875.79 BOT ELEV: 4871.84 HIGH WATER MARKER El e v a t i o n Station LS-4 STORM PROFILE 4860 4870 4880 4890 4860 4870 4880 4890 -0+50 0+00 1+00 2+00 2+50 0+00 48 7 9 . 3 5 48 7 7 . 7 7 1+00 48 7 8 . 5 7 48 7 7 . 8 6 2+00 48 7 9 . 0 4 48 7 8 . 1 5 HWM HWM HWM HWM HWM ST A : 0 + 6 7 . 4 2 ( 0 . 0 0 , ) SD M H - L S - 4 A RI M : 4 8 7 8 . 2 4 IN V O U T : 4 8 7 3 . 1 1 - 1 2 " ( E ) 7.42' of 12" S.D. @ 1.00% ↕ 7.13' (SD) BOT ELEV: 4872.12 TOP ELEV: 4876.06 PROPOSED SURFACE HIGH WATER MARKER EXISTING SURFACE JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' ID-6875-22; 50147737521 MARCH 15, 2024 STORM DRAIN PROFILES - 6 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 37 C.6.6 VICINITY MAP LEGEND PROFILE ALIGNMENTS, THIS SHEET STORM DRAIN PIPING sd sd ssss SS SSssssssssssssssSssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssssss SD SD SD SD SD SD i r r i r r i r r i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r ir r ir r IR IR IR IR IR IR ss ss ss S S S SDSD > > > > > > > > > > > > > SD SD SDSD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD CO SD SD SD SDSD SD SD SDSD SD CO CO CO CO CO CO SD SD SD SD SD SD CO SD SD SD SD SD SD SD S S SS SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SDSD SD SD SD SD SD SDSD 23LF OF 12" S.D. @ 1.00% SD SD SDSD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD CO SD SD SD SDSD SD SD SDSD SD CO CO CO CO CO CO SD SD SD SD SD SD CO SD SD SD SD SD SD SD S S SS SS SS SS SS SS SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS SS SS SS S SSSSSSSSS S 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W SSSSSSSSSSSS SS SS SSSS SS s ss SS S SS SS SS SS CS C S SSSSSS CO CS 8' ' W 8' ' W SSSSSSSSSS S 2' ' W 2'' W 3'' W CO 4880 4885 4879 4881 4882 4883 4884 4880 4885 4879 4881 4882 4883 4884 4886 48 8 0 48 8 1 48 8 2 48 8 3 4880 4881 4882 488 1 4882 488 3 48 8 0 48 7 9 48 8 1 48 8 2 48 8 3 48 8 3 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 60'120' SCALE: 1" = 60' TETON RIVER TEMPLE ST N. 2 N D E . S T . TE M P L E V I E W D R WE S T C H U R C H D R SHEET REFERENCE BOUNDARY . PROFILE 1 SHEET C.7.1 PROFILE 5 SHEET C.7.5 ID-6875-22; 50147737521 MARCH 15, 2024 OVERALL KEYMAP - SEWER & WATER TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 38 C.7.0 PROFILE 2 SHEET C.7.2 PROFILE 4 SHEET C.7.4 1.ALL DETAILS SHOWN ON SHEETS C.7.1 - C.7.5 SHEET NOTE PROFILE 3 SHEET C.7.3 > > > > > > > > > > > > > > > > > > > > > > > > > SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W SS SS SS SS SS SS SS SS 1+00 2+00 3+00 4+00 4+17 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W SSSSSS S S S S S S S S SS SS SS SS CS SS PLUG-2 FG: 4884.92 INV OUT: 4879.67 4" (S) SS PLUG-3 FG: 4884.51 INV OUT: 4879.67 4" (S) SS PLUG-1 FG: 4884.38 INV OUT: 4879.67 4" (SE) SSMH-2A SSMH-2 21 4 L F O F 8 " S S @ 0 . 4 0 % 8" S.S. 9 0 L F O F 4 " S S @ 2 . 0 0 % 64 L F O F 4 " S S @ 3 . 0 9 % 63 L F O F 4 " S S @ 6 . 6 1 % 80 LF WATER LINE PROPOSED BUILDING FFE: 4885.00 FLNG: 4883.64 35 . 7 ' 144.5' FLNG: 4883.64 PROPOSED MEETING HOUSE ± 16,214 SF FFE: 4885.00 16 LF WATER LINE 156.1' El e v a t i o n Station PROFILE 1 4852 4860 4870 4880 4890 4852 4860 4870 4880 4890 0+50 1+00 2+00 3+00 3+90 1+00 48 8 2 . 9 9 48 7 7 . 2 7 2+00 48 8 3 . 0 2 48 7 7 . 3 0 3+00 48 8 2 . 1 8 48 7 7 . 5 0 ST A : 1 + 8 4 . 5 4 4" S S S E R V I C E ( L T ) ST A : 1 + 8 9 . 0 7 4" S S S E R V I C E ( L T ) ST A : 2 + 4 3 . 4 1 4" S S S E R V I C E ( L T ) ST A : 1 + 7 4 . 0 3 ( 0 . 0 0 , ) SS M H - 2 A RI M : 4 8 8 3 . 0 2 IN V O U T : 4 8 7 7 . 2 7 - 8 " ( E ) ↕ 5.75' (SS) ST A : 3 + 7 0 . 0 3 ( 0 . 0 0 , ) SS M H - 2 RI M : 4 8 8 1 . 8 8 IN V I N : 4 8 6 3 . 1 5 - 8 " ( N ) IN V I N : 4 8 6 9 . 4 3 - 8 " ( W ) IN V O U T : 4 8 6 3 . 0 5 - 8 " ( S ) 196.00' o f 8 " @ 4 . 0 0 % ↕ 18.82' (SS) ST A = 0 + 5 7 . 4 5 T. O . W . = 4 8 7 6 . 4 9 STA = 0+93.14 T.O.W. = 4876.70 ST A = 2 + 3 4 . 9 3 T. O . W . = 4 8 7 6 . 7 8 ST A = 3 + 4 6 . 5 0 T. O . W . = 4 8 7 5 . 2 9 ST A = 3 + 5 8 . 0 2 T. O . W . = 4 8 7 5 . 3 9 ST A : 3 + 5 8 . 0 4 8" W A T E R T E E ST A : 0 + 5 7 . 4 7 8" x 8 " W A T E R E L B O W ST A : 2 + 0 1 . 9 2 8" x 6 " W A T E R T E E ST A : 3 + 3 6 . 5 3 8" G A T E V A L V E 8" WATER MAIN 8" WATER MAIN EXISTING SURFACE PROPOSED SURFACE 6' MINIMUM MAINTAIN 1.5' VERTICAL SEPARATION 1.19% 1.03% -2.49% 12" S.D. MAINTAIN 1.5' VERTICAL SEPARATION 12" S.D. SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' WATER KEYNOTES POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION TIE INTO EXISTING 8" DI WATER MAIN LINE INSTALL 8" DI WATER MAIN, LENGTH PER PLAN INSTALL 8" SERVICE WATER LINE PER CITY OF REXBURG STANDARDS. INCLUDE THRUST BLOCK PER ISPWC SD - 403. INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 AND ALL ADDITIONAL APPURTENANCES. INSTALL 3" DOMESTIC WATER SERVICE WITH INTERIOR METER PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" DOMESTIC WATER SERVICE WITH INTERIOR WATER METER PER CITY OF REXBURG STANDARDS SHEET 16. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD - 404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND 8" X 6" TEE FOR CONNECTION INSTALL 8" X 8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" GATE VALVE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" X 6" REDUCER WITH THRUST BLOCK PER ISWPC SD - 403 INSTALL 8" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" 90° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL CROKER FREESTANDING FDC NO. 6532 CAST BRASS BODY FINISH WITH "FDC CONNECTION" LETTERING INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL CORPORATION STOP & GATE VALVE WITH VALVE BOX AND LID PER ISPWC SD-406 INSTALL 8" 45° VERTICAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL 6" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL 4" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD - 501 INSTALL SEWER CLEANOUT FOR SAMPLING WITH TRAFFIC RATED LID PER ISPWC SD-506 FOR 6" PIPE INSTALL 1500 GALLON GREASE INTERCEPTOR INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SANITARY SEWER DROP MANHOLE PER IWSPC SD-504 INSTALL 4" X 8" ECCENTRIC TEE WITH 8" RISER PIPE WITH TRAFFIC RATED LID. 51 52 53 54 55 56 57 58 59 60 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.DRAINAGE LAYOUT AND DETAILS SHOWN ON SHEETS C.5.0 - C.5.8 & C.6.0 - C.6.6 SHEET NOTE SHEET REFERENCE LINE LEGEND FLNG: FLANGE ELEVATION SHEET C.7.2 SHEET C.7.2 ID-6875-22; 50147737521 MARCH 15, 2024 PLAN & PROFILE 1 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 39 C.7.1 VICINITY MAP 52 54 55 59 54 54 35 39 37 45 46 40 41 42 33 33 43 58 58 48 58 49 2" SERVICE LINE TO BE PULLED OFF 6" FIRE SERVICE LINE 33 33 El e v a t i o n Station PROFILE 2 4850 4860 4870 4880 4890 4900 4850 4860 4870 4880 4890 4900 0+25 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+25 48 7 7 . 1 4 1+00 48 7 7 . 4 0 48 7 7 . 4 8 2+00 48 8 1 . 1 2 48 7 7 . 5 3 3+00 48 8 3 . 1 8 48 7 7 . 6 2 4+00 48 8 4 . 4 9 48 7 7 . 8 5 5+00 48 8 5 . 9 7 48 7 7 . 9 2 6+00 48 8 6 . 6 4 48 7 8 . 1 1 7+00 48 8 6 . 1 8 48 7 8 . 2 1 8+00 48 8 6 . 4 7 48 7 8 . 2 4 ST A : 7 + 5 9 . 0 4 ( 0 . 0 0 , ) SS M H - 4 RI M : 4 8 8 5 . 8 6 IN V I N : 4 8 6 5 . 4 8 - 8 " ( E ) IN V O U T : 4 8 6 5 . 3 8 - 8 " ( S ) ST A : 4 + 4 2 . 6 7 ( 0 . 0 0 , ) SS M H - 3 RI M : 4 8 8 5 . 3 8 IN V I N : 4 8 6 4 . 1 1 - 8 " ( N ) IN V O U T : 4 8 6 4 . 0 1 - 8 " ( S ) ↕ 21.38' (SS) ↕ 20.49' (SS) ↕ 14.97' (SS) ST A : 0 + 5 0 . 0 0 ( - 0 . 1 9 , L ) EX S S M H - 1 RI M : 4 8 7 7 . 1 1 IN V I N : 4 8 6 2 . 1 4 - 8 " ( N ) EX .8" S.S. 117.68' of 8" @ 0.40% 214.48' of 8" @ 0.40% ↕ 18.82' (SS) ST A : 2 + 2 8 . 1 8 ( 0 . 0 0 , ) SS M H - 2 RI M : 4 8 8 1 . 8 8 IN V I N : 4 8 6 3 . 1 5 - 8 " ( N ) IN V I N : 4 8 6 9 . 4 3 - 8 " ( W ) IN V O U T : 4 8 6 3 . 0 5 - 8 " ( S ) 316.37' of 8" @ 0.40% ST A : 5 + 4 8 . 6 6 6" S S S E R V I C E ( R T ) ST A : 1 + 1 0 . 5 0 ( 0 . 0 0 , ) SS M H - 1 RI M : 4 8 7 7 . 8 5 IN V I N : 4 8 6 2 . 5 8 - 8 " ( N ) IN V O U T : 4 8 6 2 . 3 8 - 8 " ( S ) ↕ 15.47' (SS) STA = 1+10.53 T.O.W. = 4871.68 ST A = 2 + 4 7 . 6 2 T. O . W . = 4 8 7 6 . 2 3 ST A = 4 + 0 5 . 3 0 T. O . W . = 4 8 7 8 . 2 2 ST A = 4 + 7 2 . 0 9 T. O . W . = 4 8 7 9 . 5 3 ST A = 5 + 9 1 . 7 6 T. O . W . = 4 8 7 9 . 9 1 ST A = 7 + 1 2 . 9 8 T. O . W . = 4 8 7 9 . 7 9 ST A = 7 + 4 0 . 0 5 T. O . W . = 4 8 8 0 . 4 2 ST A = 7 + 7 5 . 2 5 T. O . W . = 4 8 8 0 . 4 4 ST A : 1 + 1 0 . 5 2 8" C O N N E C T I O N T O E X . M A I N ST A : 2 + 1 5 . 9 6 8" W A T E R T E E ST A : 2 + 5 1 . 7 1 8" G A T E V A L V E ST A : 4 + 7 7 . 0 8 8" x 6 " W A T E R T E E ST A : 7 + 1 1 . 6 8 8" x 4 5 ° H O R Z . B E N D ST A : 7 + 7 7 . 2 4 8" x 6 " W A T E R T E E ST A : 7 + 8 2 . 7 3 8" x 4 5 ° H O R Z . B E N D 8" WATER MAIN 8" WATER MAIN EX 8" WATE R PROPOSED SURFACE EXISTING SURFACE 6' MINIMUM S ss ss ss ss ss ss ss ss ss ss ss ss ss ss > > > > > > > >>> >> > >>>>> > > S D SD SD SD SDSD SD SD SD SD SD SD SD SDSD COCOCO SD COCOCO SD SD SD SD SD CO SD SD SD SD SD SD SD S S SS SS S D SD SD SD SDSD SD SD SD SD SD SD SD SDSD COCOCO SD COCOCO SD SD SD SD SD CO SD SD SD SD SD SD SD S S SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W SSSSSSSSSSSSSSSSSSS S S 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+ 0 0 9+ 0 0 10 + 0 0 PI : 7 + 5 9 . 0 4 SS SS SS SS SS SS SS SS S SS 0+00 1+00BP : 0 + 0 0 . 0 0 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W8'' W 8'' W 8'' W 8'' W 8'' W 8'' W SSSS SS S SS SS SS SS s ssss S S S S S SSSS SS SS SS SS SS SS CO CS 8'' W 8'' W 8'' W 8'' W 3'' W 3' ' W SS PLUG - 1 FG: 4891.55 INV OUT: 4867.65 6" (W) SSCO-1 RIM: 4890.34 INV IN: 4867.03 6" (E) INV OUT: 4867.03 6" (W) SSMH-3 SSMH-5 SSMH-6 SSMH-2SSMH-1 EX SSMH-1 SS PLUG - 2 8" S.S.8" S.S. 8" S . S . 8" S . S . 8" S.S. 8" S . S . 6" S.S. EX 8" S.S. 5 7 L F O F 6 " S S @ 1 . 0 9 % 4" S.S. 15 0 L F O F 6 " S S @ 1 . 0 0 % SSMH-4 105.4'261.1'234.6' 5 0 . 3 ' FLNG: 4886.83 FLNG: 4887.18 FLNG: 4886.83 FLNG: 4887.18 PROPOSED MEETING HOUSE ± 16,214 SF FFE: 4885.00 PROPOSED TEMPLE ± 93,696 SF FFE: 4892.00 4 8 8 0 4 8 7 9 48 8 1 4 8 8 2 4 8 8 3 48 8 0 48 7 9 488 4 488 5 488 6 22 . 5 ' 10 . 7 ' SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO 10 5 . 4 ' 26 1 . 1 ' 23 4 . 6 ' 50.3 ' 22.5' 1 0 . 7 ' JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' WATER KEYNOTES POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION TIE INTO EXISTING 8" DI WATER MAIN LINE INSTALL 8" DI WATER MAIN, LENGTH PER PLAN INSTALL 8" SERVICE WATER LINE PER CITY OF REXBURG STANDARDS. INCLUDE THRUST BLOCK PER ISPWC SD - 403. INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 AND ALL ADDITIONAL APPURTENANCES. INSTALL 3" DOMESTIC WATER SERVICE WITH INTERIOR METER PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" DOMESTIC WATER SERVICE WITH INTERIOR WATER METER PER CITY OF REXBURG STANDARDS SHEET 16. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD - 404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND 8" X 6" TEE FOR CONNECTION INSTALL 8" X 8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" GATE VALVE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" X 6" REDUCER WITH THRUST BLOCK PER ISWPC SD - 403 INSTALL 8" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" 90° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL CROKER FREESTANDING FDC NO. 6532 CAST BRASS BODY FINISH WITH "FDC CONNECTION" LETTERING INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL CORPORATION STOP & GATE VALVE WITH VALVE BOX AND LID PER ISPWC SD-406 INSTALL 8" 45° VERTICAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL 6" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL 4" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD - 501 INSTALL SEWER CLEANOUT FOR SAMPLING WITH TRAFFIC RATED LID PER ISPWC SD-506 FOR 6" PIPE INSTALL 1500 GALLON GREASE INTERCEPTOR INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SANITARY SEWER DROP MANHOLE PER IWSPC SD-504 INSTALL 4" X 8" ECCENTRIC TEE WITH 8" RISER PIPE WITH TRAFFIC RATED LID. 51 52 53 54 55 56 57 58 59 60 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.DRAINAGE LAYOUT AND DETAILS SHOWN ON SHEETS C.5.0 - C.5.8 & C.6.0 - C.6.6 SHEET NOTE SHEET REFERENCE LINE LEGEND FLNG: FLANGE ELEVATION SHEET C.7.3 SHEET C.7.1 ID-6875-22; 50147737521 MARCH 15, 2024 PLAN & PROFILE 2 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 40 C.7.2 VICINITY MAP 51 52 52 52 52 55555955 53 53 58 56 34 35 35 35 35 33 33 33 40 40 44 44 4142 42 TE T O N R I V E R T E M P L E S T R E E T SD CO CO CO CO S S SSSS SD CO CO CO CO S S SSSS SS SS SS SS SS SS SS 8' ' W 8' ' W 8' ' W 8' ' W S S 7+ 0 0 8+00 9+00 10+00 11+00 11+50 PI: 7+59.04 SSSSSSSSSSSSSSSS SSS 8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' ' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W SS SS SS CS 8' ' W 8' ' W 8' ' W 8' ' W 3' ' W 3'' W PROPSOED TEMPLE ± 93,696 SF FFE: 4892.00 158.2'17.6' 16 . 2 ' 52 L F O F 6 " S S @ 2 . 0 0 % SS PLUG - 2 RIM: 4871.74 INV OUT: 4867.51 6" (N) SSMH-4 SSMH-5 SSMH-6 8" S.S. 8" S.S. 1 5 . 1 ' 14' 12.8' 1 2 . 6 ' 77 . 2 ' 48 9 1 4889 4887 4886 4 8 8 6 60 LF WATER LINE 67 . 6 ' El e v a t i o n Station PROFILE 2 4850 4860 4870 4880 4890 4900 4850 4860 4870 4880 4890 4900 7+25 8+00 9+00 10+00 11+00 11+50 7+25 48 8 6 . 1 3 48 7 8 . 1 5 8+00 48 8 6 . 4 7 48 7 8 . 2 4 9+00 48 8 5 . 1 9 48 7 8 . 4 8 10+00 48 8 4 . 6 5 48 7 8 . 3 5 11+00 48 8 4 . 5 9 48 7 8 . 6 7 11+50 3 ↕ 20.49' (SS) ST A : 7 + 5 9 . 0 4 ( 0 . 0 0 , ) SS M H - 4 RI M : 4 8 8 5 . 8 6 IN V I N : 4 8 6 5 . 4 8 - 8 " ( E ) IN V O U T : 4 8 6 5 . 3 8 - 8 " ( S ) ST A : 9 + 5 8 . 0 1 ( 0 . 0 0 , ) SS M H - 5 RI M : 4 8 8 4 . 7 3 IN V I N : 4 8 6 6 . 3 8 - 8 " ( E ) IN V I N : 4 8 7 1 . 0 4 - 8 " ( N ) IN V O U T : 4 8 6 6 . 2 8 - 8 " ( W ) ↕ 18.45' (SS) ST A : 9 + 9 2 . 8 1 ( 0 . 0 0 , ) SS M H - 6 RI M : 4 8 8 4 . 6 4 IN V O U T : 4 8 6 6 . 5 2 - 8 " ( W ) ↕ 18.12' (SS) 198.97' of 8" @ 0.40% 34.81' of 8" @ 0.40% ST A : 9 + 8 5 . 0 1 6" S S S E R V I C E ( R T ) ST A = 9 + 2 1 . 3 8 T. O . W . = 4 8 7 9 . 1 1 ST A = 9 + 7 0 . 0 6 T. O . W . = 4 8 7 8 . 6 7 ST A : 7 + 7 7 . 2 4 8" x 6 " W A T E R T E E ST A : 7 + 8 2 . 7 3 8" x 4 5 ° H O R Z . B E N D ST A : 9 + 2 0 . 5 1 8" G A T E V A L V E ST A : 9 + 4 0 . 9 6 8" x 4 5 ° H O R Z . B E N D ST A : 9 + 5 8 . 5 5 8" W A T E R T E E ST A : 9 + 7 0 . 0 1 8" x 4 5 ° H O R Z . B E N D 8" WATER MAIN EXISTING SURFACE PROPOSED SURFACE 6' MINIMUM SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD > SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' WATER KEYNOTES POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION TIE INTO EXISTING 8" DI WATER MAIN LINE INSTALL 8" DI WATER MAIN, LENGTH PER PLAN INSTALL 8" SERVICE WATER LINE PER CITY OF REXBURG STANDARDS. INCLUDE THRUST BLOCK PER ISPWC SD - 403. INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 AND ALL ADDITIONAL APPURTENANCES. INSTALL 3" DOMESTIC WATER SERVICE WITH INTERIOR METER PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" DOMESTIC WATER SERVICE WITH INTERIOR WATER METER PER CITY OF REXBURG STANDARDS SHEET 16. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD - 404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND 8" X 6" TEE FOR CONNECTION INSTALL 8" X 8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" GATE VALVE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" X 6" REDUCER WITH THRUST BLOCK PER ISWPC SD - 403 INSTALL 8" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" 90° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL CROKER FREESTANDING FDC NO. 6532 CAST BRASS BODY FINISH WITH "FDC CONNECTION" LETTERING INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL CORPORATION STOP & GATE VALVE WITH VALVE BOX AND LID PER ISPWC SD-406 INSTALL 8" 45° VERTICAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL 6" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL 4" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD - 501 INSTALL SEWER CLEANOUT FOR SAMPLING WITH TRAFFIC RATED LID PER ISPWC SD-506 FOR 6" PIPE INSTALL 1500 GALLON GREASE INTERCEPTOR INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SANITARY SEWER DROP MANHOLE PER IWSPC SD-504 INSTALL 4" X 8" ECCENTRIC TEE WITH 8" RISER PIPE WITH TRAFFIC RATED LID. 51 52 53 54 55 56 57 58 59 60 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.DRAINAGE LAYOUT AND DETAILS SHOWN ON SHEETS C.5.0 - C.5.8 & C.6.0 - C.6.6 SHEET NOTE SHEET REFERENCE LINE LEGEND FLNG: FLANGE ELEVATION SHEET C.7.2 SHEET C.7.4 ID-6875-22; 50147737521 MARCH 15, 2024 PLAN & PROFILE 3 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 41 C.7.3 VICINITY MAP 55 5955 52 52 53 58 36 3849 44 44 33 35 42 44 44 48 47 FOUR BOLLARDS REQUIRED AROUND FDC ON CONCRETE PAD. SEE SHEET C.3.3 FOR DETAILS 33 SD SD SD SD SD SD SD SD CO I R R S SD SD SD SDSDSD SD SD SD SD SD SDSD SD S D SD SD SD SD SD SD SD SD SD CO I R R S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S 6'' W SSSS SSS 6+77 0+ 0 0 1+ 0 0 2+00 3+00 4+00 5+00 6+00 BP: 0+00.00 PI: 1+83.00 EP : 6 + 7 7 . 4 3 8'' W8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' S S 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W S S SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS C S 8' ' W 8' ' W SSSSSSSSSSSSSSSSSSSS S 2' ' W 2' ' W 2'' W2'' W 2'' W CO 99 . 6 ' 31. 3 ' 310.2' 5 0 . 5 ' SSMH-8 SS PLUG-4 RIM: 4884.80 INV OUT: 4879.67 4" (S) SSMH-5 SSMH-9 SSGI-1 RIM: 4882.42 INV IN: 4879.23 4" (N) INV OUT: 4878.98 4" (S) SSMH-7 8" S.S. 8" S . S . 7LF OF 4" SS @ 5.82% 10LF OF 4" SS @ 2.88% 8" S.S. 488 3 488 4 4884 48 8 2 488 6 488 7 488 7 488 6 488 5 4885 PROPOSED GROUNDS BUILDING ± 1,450 SF FFE: 4884.86 130 LF WATER LINE 17LF OF 4" SS @ 2.88% SSCO - 1 RIM: 4881.86 INV IN: 4878.68 4" (N) INV OUT: 4878.68 4" (S) El e v a t i o n Station PROFILE 4 4855 4860 4870 4880 4890 4900 4855 4860 4870 4880 4890 4900 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 48 8 9 . 7 9 48 7 8 . 3 2 1+00 48 8 3 . 6 7 48 7 8 . 3 6 2+00 48 8 2 . 0 7 48 7 8 . 5 2 3+00 48 8 5 . 2 0 48 7 8 . 6 3 4+00 48 8 6 . 2 3 48 7 8 . 6 5 5+00 48 8 5 . 3 7 48 7 8 . 5 1 6+00 48 8 4 . 5 0 48 7 8 . 5 6 ST A : 6 + 6 0 . 0 6 ( 0 . 0 0 , ) SS M H - 9 RI M : 4 8 8 4 . 4 3 IN V O U T : 4 8 7 7 . 3 4 - 8 " ( W ) ST A : 0 + 5 0 . 0 0 ( 0 . 0 0 , R ) SS M H - 5 RI M : 4 8 8 4 . 7 3 IN V I N : 4 8 6 6 . 3 8 - 8 " ( E ) IN V I N : 4 8 7 1 . 0 4 - 8 " ( N ) IN V O U T : 4 8 6 6 . 2 8 - 8 " ( W ) ST A : 1 + 8 3 . 0 0 ( 0 . 0 0 , L ) SS M H - 7 RI M : 4 8 8 1 . 8 3 IN V I N : 4 8 7 2 . 4 7 - 8 " ( E ) IN V O U T : 4 8 7 2 . 3 7 - 8 " ( S ) 133.00' of 8" @ 1.00% 238.60' of 8" @ 1.00% ↕ 18.45' (SS) ↕ 9.46' (SS) ↕ 7.09' (SS) ST A : 6 + 2 2 . 0 0 4" S S S E R V I C E ( L T ) ST A : 4 + 2 1 . 4 6 ( 0 . 0 0 , ) SS M H - 8 RI M : 4 8 8 6 . 0 4 IN V I N : 4 8 7 4 . 9 5 - 8 " ( E ) IN V O U T : 4 8 7 4 . 8 5 - 8 " ( W ) 238.46' of 8" @ 1.00% ↕ 11.19' (SS) 8" WATER MAI N 8" WATER MAINST A = 0 + 3 8 . 0 3 T. O . W . = 4 8 7 8 . 9 5 ST A = 1 + 4 1 . 3 6 T. O . W . = 4 8 7 6 . 7 2 ST A = 2 + 3 4 . 4 1 T. O . W . = 4 8 7 6 . 6 9 ST A = 3 + 0 1 . 5 5 T. O . W . = 4 8 7 9 . 4 2 ST A = 3 + 6 4 . 7 2 T. O . W . = 4 8 8 0 . 7 8 ST A = 5 + 2 9 . 3 3 T. O . W . = 4 8 7 9 . 3 6 ST A = 5 + 6 3 . 1 4 T. O . W . = 4 8 7 9 . 5 5 ST A : 1 + 4 8 . 9 8 8" x 4 5 ° H O R Z . B E N D ST A : 2 + 1 7 . 2 1 8" x 4 5 ° H O R Z . B E N D ST A : 5 + 2 7 . 4 1 8" x 4 5 ° H O R Z . B E N D ST A : 5 + 4 3 . 4 3 2" D O M E S T I C S E R V I C E ( R T ) ST A : 5 + 6 3 . 1 2 8" x 4 5 ° H O R Z . B E N D ST A : 0 + 3 8 . 0 3 8" x 4 5 ° H O R Z . B E N D ST A : 0 + 4 9 . 3 9 8" x 4 5 ° H O R Z . B E N D ST A : 0 + 8 6 . 8 7 8" G A T E V A L V E EXISTING SURFACE PROPOSED SURFACE 6' MINIMUM SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' WATER KEYNOTES POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION TIE INTO EXISTING 8" DI WATER MAIN LINE INSTALL 8" DI WATER MAIN, LENGTH PER PLAN INSTALL 8" SERVICE WATER LINE PER CITY OF REXBURG STANDARDS. INCLUDE THRUST BLOCK PER ISPWC SD - 403. INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 AND ALL ADDITIONAL APPURTENANCES. INSTALL 3" DOMESTIC WATER SERVICE WITH INTERIOR METER PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" DOMESTIC WATER SERVICE WITH INTERIOR WATER METER PER CITY OF REXBURG STANDARDS SHEET 16. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD - 404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND 8" X 6" TEE FOR CONNECTION INSTALL 8" X 8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" GATE VALVE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" X 6" REDUCER WITH THRUST BLOCK PER ISWPC SD - 403 INSTALL 8" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" 90° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL CROKER FREESTANDING FDC NO. 6532 CAST BRASS BODY FINISH WITH "FDC CONNECTION" LETTERING INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL CORPORATION STOP & GATE VALVE WITH VALVE BOX AND LID PER ISPWC SD-406 INSTALL 8" 45° VERTICAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL 6" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL 4" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD - 501 INSTALL SEWER CLEANOUT FOR SAMPLING WITH TRAFFIC RATED LID PER ISPWC SD-506 FOR 6" PIPE INSTALL 1500 GALLON GREASE INTERCEPTOR INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SANITARY SEWER DROP MANHOLE PER IWSPC SD-504 INSTALL 4" X 8" ECCENTRIC TEE WITH 8" RISER PIPE WITH TRAFFIC RATED LID. 51 52 53 54 55 56 57 58 59 60 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.DRAINAGE LAYOUT AND DETAILS SHOWN ON SHEETS C.5.0 - C.5.8 & C.6.0 - C.6.6 SHEET NOTE SHEET REFERENCE LINE LEGEND FLNG: FLANGE ELEVATION SH E E T C . 7 . 3 ID-6875-22; 50147737521 MARCH 15, 2024 PLAN & PROFILE 4 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 42 C.7.4 SH E E T C . 7 . 3 SHEET C.7.5 VICINITY MAP 52 52 52 52 54 58 54 57 55 55 55 59 35 35 35 35 42 49 39 48 44 44 44 44 33 54 60 33 33 El e v a t i o n Station PROFILE 5 - WATER MAIN 4855 4860 4870 4880 4890 4855 4860 4870 4880 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1+00 48 7 8 . 9 0 48 7 7 . 7 6 2+00 48 8 2 . 1 6 48 7 7 . 8 4 3+00 48 8 4 . 6 7 48 7 8 . 0 7 4+00 48 8 6 . 0 7 48 7 8 . 3 6 5+00 48 8 6 . 4 5 48 7 8 . 2 3 6+00 48 8 6 . 9 9 48 7 8 . 3 1 7+00 48 8 6 . 1 8 48 7 8 . 4 3 8+00 48 8 5 . 7 1 48 7 8 . 5 0 ST A = 1 + 0 3 . 6 2 T. O . W . = 4 8 7 2 . 9 5 ST A = 2 + 2 8 . 0 9 T. O . W . = 4 8 7 7 . 0 6 ST A = 3 + 4 2 . 3 8 T. O . W . = 4 8 7 9 . 4 3 ST A = 4 + 6 2 . 3 8 T. O . W . = 4 8 8 0 . 5 6 ST A = 8 + 4 2 . 4 3 T. O . W . = 4 8 7 9 . 5 3 ST A = 8 + 7 3 . 0 2 T. O . W . = 4 8 7 8 . 9 2 ST A = 6 + 7 8 . 3 8 T. O . W . = 4 8 8 0 . 3 9 STA = 5+35.61 T.O.W. = 4880.42 STA = 5+48.61 T.O.W. = 4880.40 STA = 5+84.85 T.O.W. = 4880.33 8" WATER M A I N ST A : 8 + 7 3 . 0 5 8" x 4 5 ° H O R Z . B E N D ST A : 8 + 5 7 . 1 0 2" W A T E R S E R V I C E ( L T ) ST A : 8 + 3 7 . 5 0 8" x 4 5 ° H O R Z . B E N D ST A : 4 + 7 1 . 4 4 8" x 6 " W A T E R T E E ST A : 7 + 6 7 . 6 4 8" x 6 " W A T E R T E E ST A : 1 + 0 3 . 6 7 8" C O N N E C T I O N T O E X . M A I N EX 8" WATE R 8" WATER MAINEXISTING SURFACE PROPOSED SURFACE 6' MINIMUM MAINTAIN 1.5' VERTICAL SEPARATION MAINTAIN 1.5' VERTICAL SEPARATION 12" S.D.12" S.D. MAINTAIN 1.5' VERTICAL SEPARATION S ss ss ss ss ss ssss IRR SD SD S D SD IRR 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6' ' W 8' ' W 8'' W 8'' W SS SS SS SS SS SS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+009+07BP : 0 + 0 0 . 0 0 PI : 0 + 5 5 . 1 7 PI : 0 + 9 2 . 0 2 PI : 8 + 3 7 . 5 0 EP : 9 + 0 6 . 7 9 CS 2'' W2'' W 2' ' W 2' ' W 2' ' W CO FLNG: 4887.58 FLNG: 4886.85 488 3 4 8 8 5 488 5 488 6 4886 4887 4886 4887 4886 SS SSssssSss ss ss ssssss SD SD SD i r r i r r ir r IR IR IR IR S S S SDSD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SD SD SD SD SD SD SD SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD CO SD SD SD CO CO CO CO CO CO CO SD SD SD SD S S SS SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S SS S SSS S 8'' W 8'' W 8'' W SSSS SS s S CS CS SS CO CS SS S CO JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' WATER KEYNOTES POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION TIE INTO EXISTING 8" DI WATER MAIN LINE INSTALL 8" DI WATER MAIN, LENGTH PER PLAN INSTALL 8" SERVICE WATER LINE PER CITY OF REXBURG STANDARDS. INCLUDE THRUST BLOCK PER ISPWC SD - 403. INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 AND ALL ADDITIONAL APPURTENANCES. INSTALL 3" DOMESTIC WATER SERVICE WITH INTERIOR METER PER CITY OF REXBURG STANDARDS SHEET 17. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" DOMESTIC WATER SERVICE WITH INTERIOR WATER METER PER CITY OF REXBURG STANDARDS SHEET 16. INCLUDE THRUST BLOCK PER ISPWC SD - 403 INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD - 404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND 8" X 6" TEE FOR CONNECTION INSTALL 8" X 8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" GATE VALVE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" X 6" REDUCER WITH THRUST BLOCK PER ISWPC SD - 403 INSTALL 8" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" 45° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 8" 90° HORIZONTAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL CROKER FREESTANDING FDC NO. 6532 CAST BRASS BODY FINISH WITH "FDC CONNECTION" LETTERING INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL CORPORATION STOP & GATE VALVE WITH VALVE BOX AND LID PER ISPWC SD-406 INSTALL 8" 45° VERTICAL BEND WITH THRUST BLOCK PER ISPWC SD - 403 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL 6" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL 4" SANITARY SEWER SERVICE PER ISPWC SD-511, PIPE LENGTH AND SLOPE PER PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD - 501 INSTALL SEWER CLEANOUT FOR SAMPLING WITH TRAFFIC RATED LID PER ISPWC SD-506 FOR 6" PIPE INSTALL 1500 GALLON GREASE INTERCEPTOR INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SANITARY SEWER DROP MANHOLE PER IWSPC SD-504 INSTALL 4" X 8" ECCENTRIC TEE WITH 8" RISER PIPE WITH TRAFFIC RATED LID. 51 52 53 54 55 56 57 58 59 60 1.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2.CONTRACTOR TO VERIFY ALL EXISTING CONNECTION INVERTS AND LOCATIONS PRIOR TO PROPOSED UTILITY INSTALL 3.DETAILS REFERENCED ON SHEET C.8.2 4.FOR INFORMATION NOT SHOWN ON THIS SHEET GO TO NEAREST REFERENCED SHEET 5.DRAINAGE LAYOUT AND DETAILS SHOWN ON SHEETS C.5.0 - C.5.8 & C.6.0 - C.6.6 SHEET NOTE SHEET REFERENCE LINE LEGEND FLNG: FLANGE ELEVATION SHEET C.7.3 ID-6875-22; 50147737521 MARCH 15, 2024 PLAN & PROFILE 5 TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 43 C.7.5 SHEET C.7.3 VICINITY MAP 35353534 4040 33 33 33 3333 50 50 JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street PARKING ANALYSIS REQUIREMENTS REQUIRED PROVIDED PARKING STALLS 525 655 ADA STALLS 14 14 TOTAL 669 TEMPLE BUILDING ANALYSIS BUILDING MAIN LEVEL SECOND LEVEL THIRD LEVEL EQUIPMENT PLATFORM BASEMENT LOWER FONT BUILDING AREA (TOTAL = 94,913 SF)21,950 SF 21,950 SF 21,950 SF 5,551 SF 22,793 SF 719 SF MAX BUILDING HEIGHT 344' - 2''344' - 2''344' - 2''344' - 2''344' - 2''344' - 2'' BUILDING TYPE (IBC) *II-B* SPRINKLED IBC OCCUPANCY CLASSIFICATION A-3 NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. STALL COUNT - LABELS FOUND ON SHEET C.3.0# LANDSCAPING TABLE OVERALL SITE LANDSCAPING SITE AREA = 1,700,582.4 SF TOTAL HARDSCAPE = 1,076,140 SF TOTAL LANDSCAPING = 624,442 SF ----------------------------------------------------------------------------- NOTES: VA R I E S 3' M I N " 1 3 / 8 " 3" M I N . 9"9" SMOOTH SLOPED MORTAR CAP PAINTED ASPHALT PAVEMENT OR CONCRETE WHERE OCCURS SEE PLAN 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW 18" DIA. CONCRETE FOOTING (2) #6 BARS 12" LONG EACH WAY WELD TO PIPE SCALE: 3 C.7.0 PIPE BOLLARD DETAIL NTS SCALE: 5 C.7.0 FLAT PAN CURB & GUTTER NTS 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 1. 0 ' 0. 5 ' 0. 5 ' 2''± 4'' 1.5' 0.5' 1' CAP TOP OF POST 3/8"X3 1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT 6' - 0 " 4" 18 " NOTE: TOP OF POST TO BE CUT 1/2" BELOW TOP OF SIGN SCALE: 7 C.7.0 TYPICAL SIGN DETAIL NTS SIGN IMAGERY SPECIFIC TO SIGN USE RIGID PAVEMENT SECTION: THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE PAVEMENT SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENT AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND THEREFORE, REQUIRE JOINTS SEALERS OR UNDER-DRAINS. MATERIAL SPECIFICATIONS: PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI GENERALLY COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE. CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SECTION 303 AND 703 FOR AGGREGATES. STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE ORIGINAL GEOTECHINCAL REPORT (PREPARED BY XCELL ENGINEERING DATED MARCH 29, 2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1, ISPWC. PCCP PAVEMENT SECTION SUMMARY PORTLAND CEMENT CONCRETE PAVEMENT 6.0 INCHES CRUSHED AGGREGATE BASE 6.0 INCHES STRUCTURAL SUBBASE NOT REQUIRED COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: -IT WILL BE REQUIRED FOR XCELL ENGINEERING PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION PC FLEXIBLE PAVEMENT SECTION SUMMARY CLASSIFICATION HEAVY DUTY ASPHALTIC CONCRETE 4.0" (2 LIFTS @ 2'' EACH) CRUSHED AGGREGATE BASE 8.0" STRUCTURAL SUBBASE 24.0" MIN SUBGRADE PREPARATION (MAX LIFT PER GEOTECHNICAL REPORT)SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: -IT WILL BE REQUIRED FOR XCELL ENGINEERING PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION MATERIAL SPECIFICATIONS: ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE GEOTECHINCAL REPORT (PREPARED BY XCELL ENGINEERING DATED MARCH 29, 2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1. 22' 6"1' - 6 " 6" 8' M I N . C L E A R 6" 6" 10 ' - 8 " SL O P E 45 DEGREE RETURN AT END, TUP. BOTH SIDES 8"W X 12"H CONCRETE CURB 8" CMU WALL (N.I.C.) 20'-0" MIN. CLEAR PE R P L A N 10'-0" 6" 6" 6"6" 6" SCALE: 8A C.7.0 TRASH ENCLOSURE PLAN (DOUBLE BIN) NTS SECTIONA-A PLAN A A SECTIONA-A B B SCALE: 4 C.7.0 6' CONCRETE WHEEL BLOCK NTS NOTES: 1.STALL REQUIREMENTS: 1 SPACE PER 4 SEATS OR 8 FEET OF BENCH IN MAIN MEETING ROOM. 2.ADA REQUIREMENTS: FOR 501-1000 PROVIDED STALLS 2% OF TOTAL REQUIRED TO BE ACCESSIBLE MEETING HOUSE ANALYSIS BUILDING MAIN FLOOR BUILDING AREA (TOTAL = 16,214 SF)±16,214 SF MAX BUILDING HEIGHT 27' BUILDING TYPE (IBC) *V-B* SPRINKLED IBC OCCUPANCY CLASSIFICATION A-3 NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. GROUNDS BUILDING ANALYSIS BUILDING MAIN FLOOR BUILDING AREA (TOTAL = 1,450 SF)±1,920 SF MAX BUILDING HEIGHT TBD BUILDING TYPE (IBC) *TBD IBC OCCUPANCY CLASSIFICATION TBD NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. STORAGE BUILDING ANALYSIS BUILDING MAIN FLOOR BUILDING AREA (TOTAL ± 214 SF)± 214 SF MAX BUILDING HEIGHT 11' - 9'' BUILDING TYPE (IBC) *VB, NOT SPRINKLED IBC OCCUPANCY CLASSIFICATION S-1 NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. ID-6875-22; 50147737521 MARCH 15, 2024 SITE PLAN DETAILS TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 44 C.8.0 SCALE: 6 C.7.0 DEPRESSED HEAD FLAT PAN CURB & GUTTER NTS 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT ±0 . 5 2 ' 0. 5 ' ±0 . 0 2 ' 1''± 5'' 1.5' 0.5' 1' HEIGHT VARIES HEIGHT VARIES SEE GRADING SHEETS C.4.1 - C.4.7 SEE GRADING SHEETS C.4.1 - C.4.7 6" DIA. 6' HIGH STEEL PIPE FILLED WITH CONCRETE, PAINT (TO MATCH CMU) - 3 TYP. SEE DETAIL 5 GATE SWING TO BE 180° SEE INSTALLATION GUIDE FOR ADDITIONAL INFORMATION © 36 1/2 [927] 18 5/32 [461] 3 23/64 [85] GRADE KEYED LOCK 4 1/2 [114] Ø6 1/2 [165] Ø5 9/16 [141] 54 21/32 [1388] STEEL ROD Ø8 1/2 [Ø213] 50 [1272] Ø4 [102] GALVANIZED SOCKET WITH SELF-STORING COVER PLATE INSERT DRAIN THRU PVC CAPPVC CAP SCALE: 1 C.7.0 NORTHPORT REMOVABLE BOLLARD NTS 6" BOLLARD PER DETAIL 5 SCALE: 8B C.7.0 TRASH ENCLOSURE PLAN (SINGLE BIN) NTS 12' 6" 1' - 6 " ' 6" 8' M I N . C L E A R 6" 6" 10 ' - 8 " SL O P E 45 DEGREE RETURN AT END, TUP. BOTH SIDES 8"W X 12"H CONCRETE CURB 8" CMU WALL (N.I.C.) 10'-0" MIN. CLEAR PE R P L A N 6" 6" 6" 6" DIA. 6' HIGH STEEL PIPE FILLED WITH CONCRETE, PAINT (TO MATCH CMU) - 3 TYP. SEE DETAIL 5 GATE SWING TO BE 180° 6" BOLLARD PER DETAIL 5 6" 6" 6" BOLLARD PER DETAIL 5 SCALE: 2 C.7.0 NORTHPORT STATIONARY BOLLARD NTS 927 36 1/2" 1392 54 3/4" 102 4" 465 18 1/4" GRADE 165 6 1/2" 38 1 1/2" 85 3 1/4" Ø1" [25] THRU HOLE 213 8 1/2" Drawing: DR911-01 Dimensions are in inches [mm] Patent Pending Layout Drawing CONFIDENTIAL DRAWING INFORMATION CONTAINED HEREIN IS THE PROPERTY OF LANDSCAPE FORMS. INTENDED USE IS LIMITED TO DESIGN PROFESSIONALS SPECIFYING LANDSCAPE FORMS PRODUCTS AND THEIR DIRECT CLIENTS. DRAWING IS NOT TO BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF LANDSCAPE FORMS © 2023 LANDSCAPE FORMS ALL RIGHTS RESERVED. Northport bollard, embedded Date: 09/12/2023 www.landscapeforms.com Ph: 800.521.2546 COMMENTS MADE ON THESE SUBMITTALS ARE FOR INFORMATION ONLY. ANY CHANGES REQUIRE RE-SUBMITTAL AND APPROVAL. CUSTOMER IS RESPONSIBLE FOR CONFIRMING ALL QUANTITIES, DIMENSIONS, AND INSTALLATION TECHNIQUES. APPROVED REVISE AND RESUBMIT REJECTED BY:DATE: SCALE: 9 C.7.0 ROLLED CURB & GUTTER NTS 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 0. 7 5 ' 0. 5 ' 0. 2 5 ' 1.5' 0.5' 1' JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street ID-6875-22; 50147737521 MARCH 15, 2024 STANDARD DETAILS TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 45 C.8.1 VARIE S JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street NTSATRENCH DETAIL Scale Project Name and Address REXBURG Plot Scale Date Description Sheet Firm Name and Address CITYOF America's Family Community ES T A B L I S H E D I883 CITY OF REXBURG STANDARD DETAIL FLOWABLE FILL TRENCH DETAIL TRENCHING DETAILS 4/4/2022 1:2 NO SCALE 8 ID-6875-22; 50147737521 MARCH 15, 2024 STANDARD UTILITY & DRAINAGE DETAILS TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 46 C.8.2 < FIRE LINE RADIO READ WATER METER IN BUILDING MAX 4' ABOVE FINISHED FLOOR CULINARY WATER LINE VALVE (SEE NOTE 3) WATER LINE TO WATER MAIN BUILDING DETAIL OF PIPE FOR INTERIOR METER INSTALLATION SCALE: NO SCALE BALL VALVE NIPPLES Y STRAINER PROVIDED BY CITY CAST IRON FLANGES W/ GASKETS AND BOLTS PROVIDED BY CITY METER PROVIDED BY CITY BALL VALVE PROVIDED BY CITY TO SYSTEM 1-1/2" TO 2" INTERIOR METER DETAIL SCALE: NO SCALE NIPPLE GATE VALVE Y STRAINER PROVIDED BY CITY METER PROVIDED BY CITY GATE VALVE 3" TO 8" INTERIOR METER DETAIL SCALE: NO SCALE NOTE: SUPPORT AS NECESSARY Scale Project Name and Address REXBURG Plot Scale Date Description Sheet Firm Name and Address CITYOF America's Family Community CITY OF REXBURG STANDARD DETAILS 1 1/2" - 2" METER DETAIL 1 1/2 - 2" METER DETAIL 4/4/2022 1 = 2 NTS 16 PIPE DIAMETER PER PLANS, INLET FROM CATCH BASIN. EXTEND INTO INNER SEPARATOR RING. STANDARD MH RING & COVER (COVER PER PLANS) FLUSH WITH GROUND SURFACE. STANDARD MH CONE SECTION. STD 4'Ø MANHOLE. PRECAST SOLID FLOOR AND LOWER MH SECTION. SECURE PIPE TO WALL W/ SS STRAP AND HARDWARE TYP. PIPE TO INFILTRATOR. PIPE TYPE AND SIZE PER PLANS. INFILTRATOR. 2' - 0 DISTANCE PER PLANS REMOVABLE SNOUT SCALE: 1 C.8.2 48" SAND AND GREASE MANHOLE W/ SLOTTED GRATE NTS < THROAT WIDTH RING AND GRATE ELEVATION INVERT IN (FROM INLETS) OUTLET BAFFLE WALL ELEVATION INLET BAFFLE WALL ELEVATION SAND & GREASE TRAP SPECIFICATIONS SIZE (GALLONS)NAME RING & GRATE ELEVATION INVERT IN ELEVATION INLET BAFFLE WALL ELEVATION THROAT WIDTH (INCHES) OUTLET BAFFLE WALL ELEVATION INVERT OUT ELEVATION 1500 SD S&G - E2 (STORM)4882.49 4877.65 4877.05 11 4877.55 4877.25 1500 SD S&G - W3 (STORM)4881.57 4878.54 4877.94 11 4878.44 4878.14 SAND & GREASE TRAP NOTES: 1.REFER TO SITE GEOTECH REPORT FOR INFILTRATION FACILITY DESIGN. 2.SEE THE GRADING PLAN FOR MORE AND/GREASE TRAP ELEVATIONS. 3.REFER TO THE SAND AND GREASE TRAP STANDARD DRAWING, ISPWC SD-624 FOR MORE DETAIL. 4.THE SAND AND GREASE TRAP MUST BE CONSTRUCTED PER THE SPECIFICATIONS DESCRIBED IN THE ISPWC SPECIFICATIONS AND SD-624 FOR MORE DETAIL. 5.SEE THE STORM DRAIN PLAN FOR THE SAND & GREASE TRAP LOCATIONS AND THE OBSERVATION WELL PIT LOCATIONS. 6.THE INVERT IN OF THE DISTRIBUTION HEADER PIPE MUST BE A MINIMUM OF 0.10 FEET HIGHER THAN THE INVERT OUT. INVERT OUT (TO INFILTRATION TRENCH) MUST BE A MINIMUM OF 0.10' BELOW INFLOW INVERT PROFILE VIEW SCALE: 2 C.8.2 SAND & GREASE TRAP DETAIL NTS 4. 5 ' 1' M I N 1' MIN CONNECT TO PLANTER DRAIN STUB 24" ABOVE TOP OF FOOTING ELEVATION WITH CAP BLOCK OUT THROUGH FOOTING. STORM PIPE SIZE AND SLOPE PER PLAN SCALE: 3 C.8.2 STUB PLANTER DRAIN NTS SEE LANDSCAPE ARCHITECTS PLANS FOR PLANTER DEATILS sd sd ss SSSS SSssssssssssSssssss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssssssss SD SD SD SD SD SD i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r IR IR IR IR IR IR ss ss S S S SDSD sd sd ss SSSS SSssssssssssSssssss ss ss ss ss ss ss ss ss ss ss ss ss ssssssssssssssssssssss SD SD SD SD SD SD i r r i r r i r r i r r i r r i r r i r r ir r ir r ir r ir r ir r IR IR IR IR IR IR ss ss S S S SDSD > > > > > >> 48 8 0 48764876 4877 487 7 4 8 7 7 48 7 7 4 8 7 7 487 74877 4877 48784878 4878 4878 4878 4879 487 7 48 7 7 48 7 7 48 7 7 48 7 8 48 7 9 48 8 0 48 8 1 48 8 2 4883 48 7 8 48 8 3 48 7 7 48 7 7 48 7 8 4879 48 8 0 4 8 7 8 48 7 8 4 8 7 8 487 8 48 7 8 48 7 8 48 7 8 4878 4 8 7 8 48 7 8 4878 487 8 4 8 7 9 48 7 8 488048784879 4879 48804879 487 9 48804879 4881 4 8 9 8 4 8 8 1 4 8 8 5 48 9 0 48 9 5 4 8 8 1 4 8 8 2 4 8 8 3 4 8 8 4 48 8 6 48 8 7 48 8 8 48 8 9 48 9 1 48 9 2 48 9 3 4 8 9 4 48 9 6 4 8 9 7 48 7 8 48 8 1 4 8 7 8 4 8 7 8 4 8 7 8 48 7 9 4876 4876 48 8 2 48 9 4 4 8 7 9 4884 488 5 48 8 6 4887 4889 4890 4887 4879 4882 4880 4877 4883 4884 4884 4882 488 2 48 8 3 4878 4879 4881 4882 48 8 1 48 8 2 48 8 3 48 8 4 4881 48 8 0 4880 4881 4885 4884 488 6 488 7 48 8 8 4 8 8 7 48 8 6 48 8 5 48 8 4 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROPOSED TEMPLE PROPOSED MEETING HOUSE PROPOSED STORAGE BUILDING PROPOSED GROUNDS BUILDING JRW: PROJECT NUMBER DATE SHEET TITLE ISSUE SHEET NO. STAMP PROJECT NUMBER 900 WWW.HORROCKS.COM PRELIMINARY NOT FOR CONSTRUCTION PAGE2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, IDAHO 83402 (208) 522-1223 REVISIONS NO.DESCRIPTION DATE 1ST SUBMITTAL COMMENTS ADDRESSED 4/1/2024 2ND SUBMITTAL COMMENTS ADDRESSED 4/30/2024 1 2 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave MECHANICAL ENGINEER STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street DESIGN DEVELOPMENT PACKAGE MADISON FIRE DEPARTMENT - Stan Crittenden (Captain/Inspector) - Rexburg, Idaho 83440 - 26 North Center Street R25' 1" TO 3" COARSE AGGREGATE FILTER FABRIC 50' MIN PUB L I C R O A D HA R D S U R F A C E STABILIZED CONSTRUCTION ENTRANCE EC-5 30 ' MI N 12" DIAMETER ROCK 6" MIN 18" MIN 18 " M I N 48" MIN48" MIN 4" PVC PIPE FLOW CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND-MIN WEIGHT 40 LBS. 24" MIN FRONT VIEW 4" PVC PIPE FOR DRAINAGE SANDBAG BARRIER SPC-2 INLET PROTECTION (PAVED AREA) BMP 31 RETRIEVAL STRAP OVERFLOW (PEAK STORM) SEDIMENT ACCUMULATION GEOTEXTILE FABRIC SILT FENCE BMP 63-68 EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" 14 GA WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST ALT: STEEL FENCE POSTS 8" 12 " 2' - 6 " 2' - 0 " 5' - 0 " 6" H O R R O C K S E N G I N E E R SN 0 80'160' SCALE: 1" = 80' N. 2 N D E . S T . LEGEND SILT FENCE SEE DETAIL THIS SHEETSFSF CONSTRUCTION FENCE INLET PROTECTION SEE DETAIL THIS SHEET STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL THIS SHEET PROPERTY BOUNDARY LIMITS OF DISTURBANCE PORTABLE TOILET CONTAINMENT JOBSITE DUMPSTER CONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LOD LOD INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED REGULARLY(FOR EXISTING AND PROPOSED INLETS) STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT ENTRANCES AS SHOWN. CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68 PROVIDE DUST CONTROL FOR ENTIRE SITE. CONCRETE WASHOUT AREA APPROXIMATE QUANTITY SUMMARY LINEAR FIBER ROLL - SILT FENCE 4,344 LF CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 3 STABILIZED STAGING AREA 3 CONCRETE WASH OUT 3 SEDIMENT BASIN - WHEEL WASH - INLET PROTECTION 83 CHECK DAM - LIMITS OF DISTURBANCE ±28.282 AC PROJECT ACRES ±28.486 AC 1 2 3 4 5 1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. 5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM. 10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR VEHICLE TIRE WASH, AS NECESSARY. EROSION CONTROL NOTES NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION ID-6875-22; 50147737521 MARCH 15, 2024 EROSION CONTROL TE T O N R I V E R I D A H O T E M P L E N 2 N D E A S T RE X B U R G , I D A H O 8 3 4 4 0 47 C.9.0 2 2 2 5 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 4 4 4 4 4 4 4 4 3 3 333 3 3 3 TETON RIVER TEMPLE ST. WE S T C H U R C H D R . TE M P L E V I E W D R . HIGH W A Y 2 0 5 1 1 11 1 1 1 1 5 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TEMPLE MEETINGHOUSE GROUNDS BUILDINGFOR REFERENCE ONLY -Barton Architecture PLLC -Winslow, Arizona, 86047 ARCHITECT -319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER -Sagrada Design Studio -Salt Lake City, Utah 84103 -565 N. De Soto St E -VBFA -Murray, Utah 84107 -181 East 5600 South, Suite 200 -Payne Engineering -Pocatello, Idaho 83201 -1823 E. Center -Ridge Structural Engineering -Rexburg, Idaho 83440 -1152 Bond Ave. Suite B -Horrocks -Idaho Falls, Idaho 83402 -2194 Snake River Parkway, Suite 205 -MGB+A Studio -Salt Lake City, Utah 84101 -145 West 200 South -Heath Engineering Company -Salt Lake City, Utah 84103 -377 West 800 North -JRW & Associates -Rexburg, Idaho 83440 -1152 Bond Ave. Suite A STAMP PROJECT NUMBERPRELIMINARYNOT FOR CONSTRUCTION50147737521 900 ACOUSTICAL ENGINEER -Jaffe Holden -Norwalk, Connecticut 06854 -114-A Washington Street 5/ 1 / 2 0 2 4 1 2 : 0 3 : 2 6 P M AS101 ARCHITECTURAL SITE PLAN N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 TE T O N R I V E R I D A H O T E M P L E DESIGN DEVELOPMENT PACKAGE MAY 01, 2024 1" = 400'-0"1 ARCHITECTURAL SITE PLAN NO. DESCRIPTION DATE TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE S 0 5 ° 5 4 ' 2 2 . 3 0 " E - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street LAYOUT PLAN OVERVIEW LL1000 SCALE: FEET20 1" = 40' 8040 LL101 LL102 LL103 LL104 LL105 LL106 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E 29 16 16 31 26 SYMBOL DESCRIPTION DETAIL BENCH MODEL: MELVILLE BENCH, BACKED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS TRASH RECEPTACLE MODEL: POE LITTER, SIDE OPENING, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS BIKE RACK MODEL: EMERSON BIKE RACK, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS STATIONARY BOLLARD MODEL: NORTHPORT BOLLARD, EMBEDDED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS REMOVABLE BOLLARD MODEL: NORTHPORT BOLLARD, REMOVABLE, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS POT MODEL: CASCADE ROUND, SIZE: 36X30, FINISH: HONED, COLOR: NATURAL;; MANUFACTURER: QCP POT IRRIGATION SUPPLY/DRAINAGE TYP. 40' FLAGPOLE W/ CONCRETE PAD 6' FENCE W/OUT MOWCURB MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 8' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 14' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING FENCE COLUMN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING MONUMENT SIGN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING TURF - SEE PLANTING PLAN PLANT BED - SEE PLANTING PLAN METAL EDGE - BORDER CONCEPTS, BORDER KING, BLACK GRANITE PAVERS MATERIAL: GRANITE, COLOR: TBD, SIZE; 12"X24", PATTERN: RUNNING BOND; MANUFACTURER: TBD PEDESTRIAN CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD VEHICLE CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY VEHICULAR CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY CONCRETE STAIRS MONUMENTAL STAIRS MATERIAL: GRANITE, COLOR: TBD; MANUFACTURER: TBD BRONZE HANDRAILS; MANUFACTURER: JULIUS-BLUM STEEL PIPE HANDRAIL RAISED PLANTER FACADE AND CAP MATERIAL: GRANITE, COLOR: TO MATCH BUILDING CURB AND GUTTER, SEE CIVIL PLANS PARKING LOT, SEE CIVIL PLANS PARKING LOT STRIPING, SEE CIVIL PLANS PROPERTY LINE DROP OFF ZONE TRASH ENCLOSURE NATIVITY AREA DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18A 18B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street LAYOUT PLAN LL1010 SCALE: FEET10 1" = 20' 4020 KEY MAP: 101 102 103 104 106105 MATCHLINE SEE SHEET LL104 MA T C H L I N E S E E S H E E T L L 1 0 2 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E TEMPLE 4 5 30 25 15 18A 18B 1 12 9 22 2 11 9 12 9 19 26 27 28 2 18A 25 15 1 25 19 23 22 23 1717 27 26 19 15 16 16 21 23 33 33 18B 28 2 SYMBOL DESCRIPTION DETAIL BENCH MODEL: MELVILLE BENCH, BACKED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS TRASH RECEPTACLE MODEL: POE LITTER, SIDE OPENING, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS BIKE RACK MODEL: EMERSON BIKE RACK, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS STATIONARY BOLLARD MODEL: NORTHPORT BOLLARD, EMBEDDED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS REMOVABLE BOLLARD MODEL: NORTHPORT BOLLARD, REMOVABLE, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS POT MODEL: CASCADE ROUND, SIZE: 36X30, FINISH: HONED, COLOR: NATURAL;; MANUFACTURER: QCP POT IRRIGATION SUPPLY/DRAINAGE TYP. 40' FLAGPOLE W/ CONCRETE PAD 6' FENCE W/OUT MOWCURB MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 8' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 14' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING FENCE COLUMN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING MONUMENT SIGN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING TURF - SEE PLANTING PLAN PLANT BED - SEE PLANTING PLAN METAL EDGE - BORDER CONCEPTS, BORDER KING, BLACK GRANITE PAVERS MATERIAL: GRANITE, COLOR: TBD, SIZE; 12"X24", PATTERN: RUNNING BOND; MANUFACTURER: TBD PEDESTRIAN CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD VEHICLE CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY VEHICULAR CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY CONCRETE STAIRS MONUMENTAL STAIRS MATERIAL: GRANITE, COLOR: TBD; MANUFACTURER: TBD BRONZE HANDRAILS; MANUFACTURER: JULIUS-BLUM STEEL PIPE HANDRAIL RAISED PLANTER FACADE AND CAP MATERIAL: GRANITE, COLOR: TO MATCH BUILDING CURB AND GUTTER, SEE CIVIL PLANS PARKING LOT, SEE CIVIL PLANS PARKING LOT STRIPING, SEE CIVIL PLANS PROPERTY LINE DROP OFF ZONE TRASH ENCLOSURE NATIVITY AREA DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18A 18B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street LAYOUT PLAN LL1020 SCALE: FEET10 1" = 20' 4020 KEY MAP: 101 102 103 104 106105 MATCHLINE SEE SHEET LL105 MA T C H L I N E S E E S H E E T L L 1 0 3 MA T C H L I N E S E E S H E E T L L 1 0 1 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E SYMBOL DESCRIPTION DETAIL BENCH MODEL: MELVILLE BENCH, BACKED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS TRASH RECEPTACLE MODEL: POE LITTER, SIDE OPENING, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS BIKE RACK MODEL: EMERSON BIKE RACK, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS STATIONARY BOLLARD MODEL: NORTHPORT BOLLARD, EMBEDDED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS REMOVABLE BOLLARD MODEL: NORTHPORT BOLLARD, REMOVABLE, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS POT MODEL: CASCADE ROUND, SIZE: 36X30, FINISH: HONED, COLOR: NATURAL;; MANUFACTURER: QCP POT IRRIGATION SUPPLY/DRAINAGE TYP. 40' FLAGPOLE W/ CONCRETE PAD 6' FENCE W/OUT MOWCURB MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 8' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 14' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING FENCE COLUMN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING MONUMENT SIGN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING TURF - SEE PLANTING PLAN PLANT BED - SEE PLANTING PLAN METAL EDGE - BORDER CONCEPTS, BORDER KING, BLACK GRANITE PAVERS MATERIAL: GRANITE, COLOR: TBD, SIZE; 12"X24", PATTERN: RUNNING BOND; MANUFACTURER: TBD PEDESTRIAN CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD VEHICLE CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY VEHICULAR CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY CONCRETE STAIRS MONUMENTAL STAIRS MATERIAL: GRANITE, COLOR: TBD; MANUFACTURER: TBD BRONZE HANDRAILS; MANUFACTURER: JULIUS-BLUM STEEL PIPE HANDRAIL RAISED PLANTER FACADE AND CAP MATERIAL: GRANITE, COLOR: TO MATCH BUILDING CURB AND GUTTER, SEE CIVIL PLANS PARKING LOT, SEE CIVIL PLANS PARKING LOT STRIPING, SEE CIVIL PLANS PROPERTY LINE DROP OFF ZONE TRASH ENCLOSURE NATIVITY AREA DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18A 18B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 S 0 5 ° 5 4 ' 2 2 . 3 0 " E 1 6 7 15 25 10 12 9 28 27 19 20 16 15 19 15 20 16 15 14 19 9 26 12 19 9 2 16 16 32 27 28 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street LAYOUT PLAN LL1030 SCALE: FEET10 1" = 20' 4020 KEY MAP: 101 102 103 104 106105 MATCHLINE SEE SHEET LL106 MA T C H L I N E S E E S H E E T L L 1 0 2 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E STORAGE MEETINGHOUSE 19 16 16 16 21 31 29 3 24 SYMBOL DESCRIPTION DETAIL BENCH MODEL: MELVILLE BENCH, BACKED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS TRASH RECEPTACLE MODEL: POE LITTER, SIDE OPENING, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS BIKE RACK MODEL: EMERSON BIKE RACK, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS STATIONARY BOLLARD MODEL: NORTHPORT BOLLARD, EMBEDDED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS REMOVABLE BOLLARD MODEL: NORTHPORT BOLLARD, REMOVABLE, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS POT MODEL: CASCADE ROUND, SIZE: 36X30, FINISH: HONED, COLOR: NATURAL;; MANUFACTURER: QCP POT IRRIGATION SUPPLY/DRAINAGE TYP. 40' FLAGPOLE W/ CONCRETE PAD 6' FENCE W/OUT MOWCURB MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 8' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 14' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING FENCE COLUMN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING MONUMENT SIGN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING TURF - SEE PLANTING PLAN PLANT BED - SEE PLANTING PLAN METAL EDGE - BORDER CONCEPTS, BORDER KING, BLACK GRANITE PAVERS MATERIAL: GRANITE, COLOR: TBD, SIZE; 12"X24", PATTERN: RUNNING BOND; MANUFACTURER: TBD PEDESTRIAN CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD VEHICLE CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY VEHICULAR CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY CONCRETE STAIRS MONUMENTAL STAIRS MATERIAL: GRANITE, COLOR: TBD; MANUFACTURER: TBD BRONZE HANDRAILS; MANUFACTURER: JULIUS-BLUM STEEL PIPE HANDRAIL RAISED PLANTER FACADE AND CAP MATERIAL: GRANITE, COLOR: TO MATCH BUILDING CURB AND GUTTER, SEE CIVIL PLANS PARKING LOT, SEE CIVIL PLANS PARKING LOT STRIPING, SEE CIVIL PLANS PROPERTY LINE DROP OFF ZONE TRASH ENCLOSURE NATIVITY AREA DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18A 18B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street LAYOUT PLAN LL1040 SCALE: FEET10 1" = 20' 4020 KEY MAP: 101 102 103 104 106105 MATCHLINE SEE SHEET LL101 MA T C H L I N E S E E S H E E T L L 1 0 5 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E 13 15 16 16 15 4 5 30 1 12 9 2 11 1 6 7 15 19 14 15 12 9 11 3 33 SYMBOL DESCRIPTION DETAIL BENCH MODEL: MELVILLE BENCH, BACKED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS TRASH RECEPTACLE MODEL: POE LITTER, SIDE OPENING, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS BIKE RACK MODEL: EMERSON BIKE RACK, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS STATIONARY BOLLARD MODEL: NORTHPORT BOLLARD, EMBEDDED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS REMOVABLE BOLLARD MODEL: NORTHPORT BOLLARD, REMOVABLE, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS POT MODEL: CASCADE ROUND, SIZE: 36X30, FINISH: HONED, COLOR: NATURAL;; MANUFACTURER: QCP POT IRRIGATION SUPPLY/DRAINAGE TYP. 40' FLAGPOLE W/ CONCRETE PAD 6' FENCE W/OUT MOWCURB MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 8' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 14' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING FENCE COLUMN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING MONUMENT SIGN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING TURF - SEE PLANTING PLAN PLANT BED - SEE PLANTING PLAN METAL EDGE - BORDER CONCEPTS, BORDER KING, BLACK GRANITE PAVERS MATERIAL: GRANITE, COLOR: TBD, SIZE; 12"X24", PATTERN: RUNNING BOND; MANUFACTURER: TBD PEDESTRIAN CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD VEHICLE CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY VEHICULAR CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY CONCRETE STAIRS MONUMENTAL STAIRS MATERIAL: GRANITE, COLOR: TBD; MANUFACTURER: TBD BRONZE HANDRAILS; MANUFACTURER: JULIUS-BLUM STEEL PIPE HANDRAIL RAISED PLANTER FACADE AND CAP MATERIAL: GRANITE, COLOR: TO MATCH BUILDING CURB AND GUTTER, SEE CIVIL PLANS PARKING LOT, SEE CIVIL PLANS PARKING LOT STRIPING, SEE CIVIL PLANS PROPERTY LINE DROP OFF ZONE TRASH ENCLOSURE NATIVITY AREA DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18A 18B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street LAYOUT PLAN LL1050 SCALE: FEET10 1" = 20' 4020 KEY MAP: 101 102 103 104 106105 MATCHLINE SEE SHEET LL102 MA T C H L I N E S E E S H E E T L L 1 0 6 MA T C H L I N E S E E S H E E T L L 1 0 4 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E 16 8 12 19 9 15 14 16 SYMBOL DESCRIPTION DETAIL BENCH MODEL: MELVILLE BENCH, BACKED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS TRASH RECEPTACLE MODEL: POE LITTER, SIDE OPENING, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS BIKE RACK MODEL: EMERSON BIKE RACK, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS STATIONARY BOLLARD MODEL: NORTHPORT BOLLARD, EMBEDDED, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS REMOVABLE BOLLARD MODEL: NORTHPORT BOLLARD, REMOVABLE, COLOR: BRONZE METALLIC; MANUFACTURER: LANDSCAPE FORMS POT MODEL: CASCADE ROUND, SIZE: 36X30, FINISH: HONED, COLOR: NATURAL;; MANUFACTURER: QCP POT IRRIGATION SUPPLY/DRAINAGE TYP. 40' FLAGPOLE W/ CONCRETE PAD 6' FENCE W/OUT MOWCURB MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 8' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING 14' DOUBLE GATE MODEL: ABERDEEN, THREE RAIL, BALL, 4" RING, COLOR: BROWN; MANUFACTURER: IRON WORLD FENCING FENCE COLUMN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING MONUMENT SIGN CAP AND FACE MATERIAL: GRANITE, COLOR: TO MATCH BUILDING TURF - SEE PLANTING PLAN PLANT BED - SEE PLANTING PLAN METAL EDGE - BORDER CONCEPTS, BORDER KING, BLACK GRANITE PAVERS MATERIAL: GRANITE, COLOR: TBD, SIZE; 12"X24", PATTERN: RUNNING BOND; MANUFACTURER: TBD PEDESTRIAN CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD VEHICLE CONCRETE PAVERS MATERIAL: CONCRETE PAVERS, COLOR: TBD, PATTERN: MIXED PATTERN; MANUFACTURER: TBD CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY VEHICULAR CONCRETE SIDEWALK, TEXTURE: MEDIUM BROOM, COLOR: NATURAL GRAY CONCRETE STAIRS MONUMENTAL STAIRS MATERIAL: GRANITE, COLOR: TBD; MANUFACTURER: TBD BRONZE HANDRAILS; MANUFACTURER: JULIUS-BLUM STEEL PIPE HANDRAIL RAISED PLANTER FACADE AND CAP MATERIAL: GRANITE, COLOR: TO MATCH BUILDING CURB AND GUTTER, SEE CIVIL PLANS PARKING LOT, SEE CIVIL PLANS PARKING LOT STRIPING, SEE CIVIL PLANS PROPERTY LINE DROP OFF ZONE TRASH ENCLOSURE NATIVITY AREA DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18A 18B 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street 0 SCALE: FEET10 1" = 20' 4020 LAYOUT PLAN LL106 KEY MAP: 101 102 103 104 106105 MATCHLINE SEE SHEET LL103 MA T C H L I N E S E E S H E E T L L 1 0 5 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street HARDSCAPE DETAILS LL501 TYPICAL BRONZE HANDRAIL DETAIL 3/4" = 1'-0" TREAD LENGTH 3' - 0 " 3' - 0 " 8" T Y P . NOTES: 1.PROVIDE SHOP DRAWINGS FOR ALL HANDRAIL FABRICATION FOR OWNER REVIEW PRIOR FABRICATION AND INSTALLATION. 2.HANDRAILS TO BE PROVIDED ON BOTH SIDES OF STAIRS. 3.ALL PARTS ARE TO BE BRONZE, MANUFACTURER: JULIUS BLUM & CO. (OR APPROVED EQUIVALENT) 4.ALIPHATIC EPOXY COATING ON ALL PARTS. (SEE SPECS) TREAD LENGTH 1 2 3 4 5 5 HANDRAIL MOLDING (MODEL # - 4534) 1/2" X 1-1/4" BRONZE BAR HANDRAIL1 SLOPE SURFACE OF GROUT TO PROVIDE POSITIVE DRAINAGE AWAY FROM HANDRAIL, TYP. 2 SET HANDRAIL IN 2 1/2" DIA. HOLE WITH NO-SHRINK, NON-METALLIC GROUT, TYP. 3 STAIR4 FINISH GRADE5 TREAD LENGTH 3/16" X 1" BAR EPOXIED INTO TOP RAIL BRONZE POSTS (MODEL # - 142L) 6 ESCUTCHEON BASE (MODEL # - 269)6 7 TERMINAL (MODEL # - 4534E)7 7 1 P-21.147-41 TYPICAL STAINLESS STEEL HANDRAIL DETAIL 3/4" = 1'-0" 3' - 0 " 1'-0" 3' - 0 " 3' - 0 " R 6 " R2" 8" T Y P . NOTES: 1.PROVIDE SHOP DRAWINGS FOR ALL HANDRAIL FABRICATION FOR OWNER REVIEW PRIOR TO FABRICATION AND INSTALLATION. 2.HANDRAILS TO BE PROVIDED ON BOTH SIDES OF STAIRS. 1'-0" 1 2 3 4 5 5 R 2 " 6 1 3/4" DIA. PIPE STAINLESS STEEL HANDRAIL 1 SLOPE SURFACE OF GROUT TO PROVIDE POSITIVE DRAINAGE AWAY FROM HANDRAIL, TYP. 2 SET HANDRAIL IN 2 1/2" DIA. HOLE WITH NO-SHRINK, NON-METALLIC GROUT, TYP. 3 STAIR4 FINISH GRADE5 STAINLESS STEEL ESCUTCHLEON PLATE6 2 P-21.147-16 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street GRADING PLAN OVERVIEW LG1000 SCALE: FEET20 1" = 40' 8040 LG101 LG102 LG103 SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE 1.50%1.28%47.90%1.50% 0. 0 0 % 0. 0 0 % 0. 0 0 % 0. 0 0 % 0. 0 0 % 1.50%1.50%1.50% 1.50%1.50%1.50%1.50%1.50% 0. 5 0 % 0. 5 0 % 0. 5 0 % 0. 5 0 % 1.50%1.50%47.90%1.50% 47.90%1.50% 1. 2 0 % 0. 0 0 % 1.50% 1. 2 0 % 3.32% 2. 5 0 % 1.50% 1.50% 1. 0 0 % 3.39% 1. 2 0 % 1. 2 0 % 1.50%1.50%1.50% 1. 2 0 % 1. 5 0 % 1. 5 0 % 1.50% 0. 0 0 % 2. 8 7 % 1.50% 2. 8 7 % 1.60% 4.46% 1. 0 0 % 1.50% 1. 0 0 % 4.52%1.50%4.50% 4.50%1.50%1.60% 1. 3 0 % 1. 3 0 % 1. 3 0 % 1. 3 0 % 1.50% 1. 0 0 % 4.52% 1.40% 1. 0 0 % 1.50% 4.50%1.50% 1. 0 0 % 1.50% 1.60% 2. 8 8 % 2. 8 7 % 1. 0 0 % 4.50% 1. 0 0 % 1. 0 0 % 1. 2 0 % 1. 2 0 % 1.50% 1. 2 0 % 0. 0 0 % 1. 2 0 % 1.50%4.46% 1. 2 0 % 3.68% 3.91% 0. 5 0 % 0.00% 0.00% 2. 0 0 % 2. 6 5 % 1. 5 0 % 1. 5 0 % 2. 6 5 % 0.58%1.29% 0.5 2 % 1.50% 1.50% 48 9 0 . 8 6 FG 489 0 . 4 1 FG 48 9 1 . 0 1 FG 48 9 1 . 7 1 FG 48 8 9 . 1 6 FG 488 9 . 0 4 FG 48 8 8 . 1 0 FG 48 8 7 . 9 4 FG 488 7 . 3 7 FG 48 8 7 . 3 7 FG 48 8 7 . 9 1 FG 48 8 7 . 5 0 FG 48 8 7 . 6 5 FG 48 8 8 . 0 6 FG 48 8 7 . 9 7 FG 48 8 8 . 2 7 FG 48 9 0 . 9 8 FG 48 9 0 . 9 8 FG 48 8 8 . 2 7 FG 48 8 7 . 9 7 FG 48 8 7 . 6 6 FG 48 8 7 . 5 1 FG 48 8 8 . 0 2 FG 48 8 7 . 9 5 FG 48 8 7 . 2 9 FG 488 7 . 3 7 FG 489 0 . 5 0 FG 48 9 0 . 4 1 FG 48 9 0 . 5 6 FG 488 9 . 0 9 FG 48 8 9 . 2 4 FG 4889.75 FG 48 8 9 . 4 5 FG 48 8 5 . 8 0 FG 4 8 8 9 . 6 0 FG 48 8 9 . 6 0 FG 48 9 0 . 7 1 FG 48 9 0 . 8 6 FG 48 9 1 . 0 1 FG 48 9 1 . 0 8 FG 489 1 . 6 8 FG 48 9 1 . 6 2 FG 48 9 1 . 7 4 FG 48 9 1 . 0 8 FG 48 9 0 . 5 0 FG 48 9 1 . 4 3 FG 48 9 1 . 4 3 FG 48 9 1 . 4 3 FG 48 8 9 . 7 8 FG 48 8 9 . 2 4 FG 48 8 9 . 1 6 FG 488 9 . 1 2 FG 48 8 9 . 0 4 FG 48 8 8 . 1 0 FG 48 8 8 . 1 8 FG 48 8 7 . 6 2 FG 48 8 7 . 7 7 FG 48 8 7 . 9 4 FG 488 7 . 5 3 FG 488 7 . 3 9 FG 48 8 7 . 3 9 FG 48 8 9 . 1 2 FG 48 8 9 . 2 4 FG 48 8 8 . 1 7 FG 48 8 8 . 0 2 FG 48 8 8 . 3 6 BS 48 9 0 . 9 0 TS 48 8 8 . 3 5 BS 48 9 0 . 9 0 TS SE E C I V I L F O R G R A D E S O U T S I D E O F T E M P L E C O R E SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE 48 8 8 . 9 3 RIM 48 8 9 . 4 1 RIM 48 8 6 . 8 2 RIM 48 8 6 . 8 7 RIM 48 8 7 . 3 2 FG 4887.37 F G 48 8 7 . 3 5 FG 0. 0 0 % 1. 0 0 % 1. 0 0 % 1.50%1.50% 4889.43 F G 1.50% - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street GRADING PLAN LG1010 SCALE: FEET5 1" = 10' 2010 MA T C H L I N E S E E S H E E T L G 1 0 2 MA T C H L I N E S E E S H E E T L G 1 0 3 TEMPLE 3.68% 3.91% 0. 5 0 % 0.00% 0.00% 2. 0 0 % 2. 0 0 % 0. 5 0 % 1.50% 1.67% 0.58%0.00% 0. 0 0 % 0. 0 0 % 1.50%51.14%1.00% 0. 0 0 % 0. 0 0 % 1.00% 9 . 3 % 1. 0 0 % 76 . 2 5 % 0.00% 0.00% 76 . 2 5 % 2. 4 6 % 1. 3 2 % 1.50% 0. 8 8 % 1.50% 0. 5 0 % 0. 5 0 % 0. 5 0 % 1.50%4.25% 0. 5 0 % 1. 2 0 % 1. 2 0 % 1.50% 1. 2 0 % 1. 2 0 % 1. 2 0 % 1.50%1.50%1.50%3.78%1.50% 1.49% 0.00%16.00%15.97%0.00% 24 . 1 6 % 1. 6 3 % 1. 5 0 % 1. 5 0 % 9.61% 3. 3 7 % 3. 2 5 % 1.00% FG 48 9 1 . 0 1 FG 48 9 1 . 7 1 FG 48 9 1 . 7 1 FG 48 9 0 . 8 6 FG 48 9 0 . 3 2 FG 48 8 9 . 7 5 FG 48 8 9 . 2 7 48 9 0 . 8 9 FG 48 8 8 . 6 1 FG 4888.56 F G 4888.42 F G 48 9 1 . 7 4 FG 48 9 1 . 7 4 FG 48 9 1 . 0 8 FG 48 9 1 . 4 3 FG 48 9 1 . 4 3 FG 48 9 0 . 8 1 TS 48 8 8 . 7 7 BS 489 1 . 4 3 FG 48 9 1 . 7 4 FG 48 9 1 . 7 1 FG 489 1 . 6 7 FG 48 9 1 . 6 9 FG 48 9 1 . 0 8 FG 48 9 1 . 0 1 FG 48 9 0 . 4 4 FG 48 8 9 . 3 2 48 8 9 . 8 0 FG 48 8 9 . 7 5 FG 48 8 9 . 6 0 FG 488 9 . 6 9 TS 4888.67 BS 2. 0 1 % 1.50% 0. 5 0 % 0.50% 2. 4 0 % 3.40% 0. 5 0 % 3.63%0.50%1.83% 48 9 0 . 6 9 FG 48 9 0 . 4 8 FG SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE 4888.74 F G 4888.60 F G 1.00%51.05%1.50% 48 8 8 . 5 0 FG0. 0 0 % 48 8 8 . 1 1 FG48 8 8 . 1 7 FG 4888.81 F G 0.00% 1.00% 48 8 5 . 9 9 F G 48 8 5 . 0 2 F G 48 8 5 . 4 6 F G 4 8 8 4 . 9 8 F G 4885.46 FG 4884.98 F G 4 8 8 5 . 4 6 F G 4 8 8 5 . 4 6 F G 1.50%1.50% 48 9 2 . 0 0 FG 1.77% 0. 0 0 % 0. 0 0 % 1.50% 1.50% 0. 0 0 % 1.77% 48 9 1 . 8 8 FG 48 9 1 . 8 8 FG 1.50% - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street GRADING PLAN LG1020 SCALE: FEET5 1" = 10' 2010 MATCHLINE SEE SHEET LG103 MA T C H L I N E S E E S H E E T L G 1 0 1 TEMPLE 3.32% 2. 5 0 % 1. 2 8 % 1. 0 0 % 1.50% 1.50% 1. 0 0 % 3.39% 0.00% 0.00% 0.50% 0.50% 1. 5 0 % 1. 5 0 % 1.00% 1. 5 0 % 1.00% 1. 5 0 % 2. 6 8 % 2. 4 9 % 0. 0 0 % 0. 0 0 % 0. 0 0 % 0. 0 0 % 1.50%51.05%1.00% 1. 2 0 % 1.50% 1. 2 0 % 1.50%1.50%1.50%3.78% 4.25% 1.50% 1.50% 0. 5 0 % 0. 5 0 % 1.50%1.50% 0. 8 7 % 1. 3 3 % 0. 5 0 % 76 . 2 5 % 76 . 2 5 % 0.00% 0.00% 1. 0 0 % 2. 4 6 % 1.00% 0. 5 0 % 1. 2 0 % 1.50% 1. 5 0 % 0.00% 1. 5 0 % 1. 5 0 % 1. 5 0 % 0.00% 1. 5 0 % 1. 5 0 % 4.7 % 4 . 0 % 5. 9 % 0.48% 0.48% 3. 4 % 48 8 9 . 9 5 FG 48 9 0 . 4 0 FG 48 9 0 . 4 0 FG 48 8 9 . 9 5 FG 48 8 9 . 7 3 FG 488 9 . 5 9 FG 48 8 9 . 2 2 FG 48 8 9 . 0 8 FG 48 9 0 . 8 6 FG 48 9 0 . 3 2 FG 48 8 9 . 7 5 FG 48 8 9 . 2 7 48 8 9 . 4 3 48 8 9 . 9 1 FG 48 8 8 . 7 2 FG 48 9 0 . 8 9 FG 48 9 0 . 1 0 FG 48 9 0 . 2 5 FG 48 9 0 . 1 0 FG 48 9 0 . 2 5 FG 48 8 9 . 5 8 FG 48 8 9 . 4 4 FG 48 9 0 . 8 6 FG 48 9 1 . 0 1 FG 48 9 1 . 0 8 FG 48 9 1 . 6 8 FG 489 1 . 6 2 FG 489 1 . 8 3 FG 48 9 1 . 7 7 FG 48 9 1 . 4 3 FG 48 9 1 . 4 3 48 8 8 . 7 7 BS 48 9 0 . 8 1 TS 48 9 1 . 4 3 FG 48 9 1 . 6 9 FG 489 1 . 7 4 FG 48 8 9 . 7 5 FG 48 8 9 . 6 0 FG 48 8 8 . 5 1 FG 48 8 8 . 6 1 FG 48 8 8 . 6 7 BS 4889.69 TS 48 8 9 . 3 2 48 8 9 . 8 0 FG 48 9 0 . 4 4 FG 48 9 1 . 0 8 FG 489 1 . 0 1 FG 48 9 1 . 7 4 FG 48 9 1 . 6 9 FG 1.50% 1.50%0.50% 0.50% 0. 0 0 % 2. 0 1 % 2. 4 0 % 3.40% 0. 0 0 % 3.79% 1. 2 0 % 1. 2 0 % 48 9 0 . 6 9 FG 48 9 0 . 4 8 FG SEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORESEE CIVIL FOR GRADES OUTSIDE OF TEMPLE CORE 4888.88 R I M 4889.23 R I M 48 8 9 . 3 8 FG 1.00%51.05%1.50% 0. 0 0 % 0.29%0.00%0.00% 48 8 9 . 4 7 FG 48 8 9 . 4 7 FG 488 9 . 4 7 FG 48 8 9 . 4 7 FG 0.00%0.00%1.00%1.00%1.00% 48 8 9 . 4 7 FG 4888.70 F G 1. 5 0 % 1.50%1.50% 48 9 2 . 0 0 1.77% 0. 0 0 % 1.50% 1.50% 0. 0 0 % 0. 0 0 % 1.77% 1.77% 0. 0 0 % 9. 6 8 % 0.00% 0. 0 0 % 0.00% 0. 0 0 % 0. 0 0 % 0.00% 0.00%0. 0 0 % 0.00% 0. 0 0 % 0.00% 0. 0 0 % 0.00% 0. 0 0 % 0.00% 0. 0 0 % 0.00% 0. 0 0 % 0.00%12.72% 1.50% 48 8 9 . 7 5 RIM 4889.75 RIM - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street GRADING PLAN LG1030 SCALE: FEET5 1" = 10' 2010 MATCHLINE SEE SHEET LG102 MA T C H L I N E S E E S H E E T L G 1 0 1 SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C 1.THIS DRAWING IS DIAGRAMMATIC ONLY. ALL IRRIGATION COMPONENTS ARE TO BE INSTALLED IN LANDSCAPE AREAS. ITEMS SHOWN ON WALKWAYS AND BUILDINGS ARE FOR GRAPHIC CLARITY ONLY. CONTRACTOR TO VERIFY STATIC PRESSURE OF 90 PSI PRIOR TO STARTING WORK. REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT. LATERAL LINES MAY NEED TO BE ADJUSTED FROM PLAN TO PROTECT EXISTING UTILITIES, EXISTING TREE ROOTS, ETC.. THE IRRIGATION SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION LAYOUT OF THE SYSTEM IN ACCORDANCE WITH THE DRAWINGS. LAYOUT MAY BE MODIFIED IF NECESSARY TO OBTAIN COVERAGE AS NEEDED TO SUIT THE SITE. THE SYSTEM SHALL BE TESTED FOR COMPLETE COVERAGE AND ALL ADJUSTMENTS MADE PRIOR TO ACCEPTANCE BY THE OWNER. 2.CONTRACTOR TO CONTACT LOCAL UTILITY PROVIDER(S) AND VERIFY ALL EXISTING UTILITIES AND UNDERGROUND STRUCTURES BEFORE CONSTRUCTION BEGINS. CONTRACTOR TO PROTECT AND PRESERVE ALL EXISTING UTILITIES LOCATED ON SITE WHICH ARE NOT SCHEDULED FOR REMOVAL ACCORDING TO DEMOLITION PLAN. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AND/OR REPLACED BY CONTRACTOR TO OWNER'S STANDARDS, SPECIFICATIONS AND RECOMMENDATIONS. ANY EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION SHALL BE LABELED AS PART OF THE "AS-BUILT" DRAWING TO BE TURNED IN TO THE LANDSCAPE ARCHITECT ONCE PROJECT IS COMPLETED. 3.CONTRACTOR TO HAVE ON-SITE PRE-CONSTRUCTION MEETING WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION. 4.THE CONTRACTOR IS TO READ AND REFER TO THE ATTACHED DETAILS AND TECHNICAL SPECIFICATIONS FOR FURTHER CLARIFICATION. 5.POINT OF CONNECTION: CONTRACTOR TO INCLUDE BACKFLOW PREVENTER AND STOP AND WASTE VALVE AND ACCOMPANYING COMPONENTS AT POINT OF CONNECTION FOR SYSTEM. LOCATE STOP AND WASTE VALVE NEAR BACKFLOW IN FIELD. (STOP AND WASTE LOCATION NOT SHOWN ON PLANS.) 6.AS-BUILT DRAWINGS: CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO THE OWNER REP./ARCHITECT ONCE CONSTRUCTION IS COMPLETE FOR THE IRRIGATION SPRINKLER SYSTEM SHOWING EXACT MEASURED AND DIMENSIONED LOCATIONS OF ALL VALVES, IRRIGATION HEADS, AND OTHER BELOW GRADE IRRIGATION EQUIPMENT. TIE DIMENSIONS TO PERMANENT FEATURES SUCH AS EXISTING STRUCTURES. 7.IRRIGATION CONTROLLER: CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AND LABOR NECESSARY TO MAKE CONTROLLER OPERATIONAL. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH ALL LOCAL CODES, STANDARDS AND REGULATIONS. 8.MAINLINE & LATERAL LINES: PLACE MAINLINE MIN. OF 3' DISTANCE FROM ANY HARD EDGES (I.E. WALLS, SIDEWALKS, CONCRETE ETC.) LATERAL LINES: PLACE LATERAL LINES MIN. OF 12" DISTANCE FROM ANY HARD EDGES. ADJUST LINE LOCATIONS AS NEEDED TO AVOID TREES. LINE LOCATIONS SHOWN DIAGRAMMATICALLY IN PLANS. 9.VALVE BOXES: PLACE VALVE BOXES IN SHRUB BEDS WHERE FEASIBLE. IRRIGATION BOXES TO BE PLACED A MINIMUM OF 3' FROM WALKWAYS, WHERE APPLICABLE. BOXES IN SHRUB BEDS COLOR: TAN. BOXES IN LAWN COLOR: GREEN 10.SLEEVES: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES FOR IRRIGATION LATERAL LINE AND PRESSURE SUPPLY LINE UNDER HARDSCAPE PRIOR TO THE CONSTRUCTION OF HARDSCAPE PAVING. IF THE CONTRACTOR FAILS TO INSTALL ALL NECESSARY SLEEVES FOR SYSTEM OPERATION PRIOR TO THE HARDSCAPE CONSTRUCTION, THEN THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL EXPENSES OF TRENCHING AND PATCHING OF CONCRETE AND/OR PAVING AS DIRECTED BY THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. COORDINATE ALL SLEEVE AND CONDUIT FOR LATERALS AND WIRING WITH GENERAL CONTRACTOR PRIOR TO HARDSCAPE CONSTRUCTION. 11.ALL SLEEVING SHALL BE PERFORMED PER SPECIFICATION. WHERE NECESSARY UNDER EXISTING PAVEMENT CONTRACTOR IS TO BORE/MISSILE UNDER EXISTING PAVEMENT FOR PLACEMENT AND INSTALLATION OF NEW IRRIGATION PIPE AND CONTROL WIRE SLEEVE(S). 12.INCLUDE ADDITIONAL OPEN SLEEVE THE SAME DIAMETER AS SLEEVE BEING FILLED IN THE SAME LOCATION. 13.VALVE NOTES: PROVIDE VALVE I.D. TAGS TO ALL CONTROL VALVES IN ALL VALVE BOXES. ADD VALVE I.D. TAGS TO WIRING AT 3 WAY JUNCTIONS. TAGS SHALL INDICATE DIRECTION WIRING LEADS AND VALVES SERVED (E.G. EAST TO V46-V50 ETC.) TAGS TO BE ALUMINUM OR PLASTIC TAG WITH EMBEDDED OR RAISED NUMBERS. PRODUCT: RAIN BIRD VALVE TAGS OR APPROVED EQUAL. 14.ALL IRRIGATION CONTROL WIRE SPLICES ARE TO BE LOCATED IN VALVE BOXES AND SHOWN ON AS-BUILTS. ALL CONTROL WIRE IN CONDUIT TO BE INSTALLED UNDER HARDSCAPE ARE TO BE INSTALLED IN PVC ELECTRICAL CONDUIT. SLEEVE SHALL RUN ALONG SIDE IRRIGATION MAINLINE. INSTALL SLEEVE MIN. 2" DIAMETER. 15.CONTRACTOR TO USE TWO-WIRE STRIPPING TOOL BY: KING INNOVATION 46200 WIRE STRIPPER. CONTRACTOR TO USE WIRE STRIPPING TOOL AND PROVIDE THREE (3) UNITS TO OWNER AT THE COMPLETION OF PROJECT. 16.2-WIRE IRRIGATION CONTROL WIRING: 14-2 TWO-WIRE CABLE. CONTROL WIRE SHALL BE AS PER MANUFACTURER RECOMMENDATIONS FOR TWO-WIRE IRRIGATION CONTROLLER. PLACE 2-WIRE IN 1” PVC CONDUIT. PLACE CONDUIT IN SAME TRENCH AS MAINLINE.USE WATERPROOF WIRE DBR/Y CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES. ALL IRRIGATION CONTROL WIRE SPLICES ARE TO BE LOCATED IN VALVE BOXES AND SHOWN ON AS-BUILTS. ALL WIRES TO BE INSTALLED UNDER HARDSCAPE ARE TO BE INSTALLED IN PVC ELECTRICAL CONDUIT. SLEEVE SHALL RUN ALONGSIDE IRRIGATION MAINLINE. INSTALL SLEEVE SIZE AS SHOWN BELOW: CONTROL WIRE IN 1” PVC SCH. 40 CONDUIT, (1) 2” SCH. 40 PVC PIPE. ALL WIRES TO BE INSTALLED UNDER HARDSCAPE ARE TO BE INSTALLED IN GRAY PVC ELECTRICAL CONDUIT, TYPICAL PVC SCH 40 UNLESS UNDER VEHICULAR ROADWAYS WHICH ARE TO BE PVC SCH 80. 17.2-WIRE STRIPPING TOOL: CONTRACTOR TO USE TWO-WIRE STRIPPING TOOL BY: KING INNOVATION 46200 WIRE STRIPPER. CONTRACTOR TO USE WIRE STRIPPING TOOL AND PROVIDE THREE (3) UNITS TO OWNER AT THE COMPLETION OF PROJECT. 18.2-WIRE CONDUITS: CONDUIT: 1” PVC SCH. 40 CONDUIT: INSTALL CONTINUOUS CONDUIT FOR ALL CONTROL WIRE. USE SWEEP ELL TO BRING CONDUIT INTO VALVE BOXES PER DETAILS. 1” PVC SCH. 80 CONDUIT: INSTALL CONTINUOUS CONDUIT FOR ALL CONTROL WIRE, USE SCHEDULE 80 FOR ALL AREAS UNDER ROADWAYS. PLACE ALL WIRE IN CONDUITS. LEAVE MIN. 5' OF WIRE LENGTH AT EACH VALVE FOR SPLICING AT EACH DECODER. ALWAYS USE NEW CONNECTORS TO DECODERS. ADD 2-WIRE FUSE SWITCH AS SHOWN ON PLANS. 19.GRADING COORDINATION: ENSURE THAT EQUIPMENT, BOXES, MAINLINE AND LATERALS, ETC. ARE INSTALLED RELATIVE TO PROPOSED FINISHED GRADES. COORDINATE W/ GRADING PLAN FOR PROPOSED LOCATIONS OF BERMS, SLOPES AND OTHER LANDSCAPE GRADE TRANSITIONS. - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION SCHEDULE AND NOTES LI100 STORAGE TEMPLE MEETINGHOUSE S 0 5 ° 5 4 ' 2 2 . 3 0 " E C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION PLAN OVERVIEW LI1010 SCALE: FEET10 1" = 20' 4020 LI102 LPI03 LI104 LI105 LI106 LI107 STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E C SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION PLAN LI1020 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LI105 MA T C H L I N E S E E S H E E T L I 1 0 3 102 103 104 105 107106 STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E C TEMPLE SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION PLAN LI1030 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LI106 MA T C H L I N E S E E S H E E T L I 1 0 4 MA T C H L I N E S E E S H E E T L I 1 0 2 102 103 104 105 107106 STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E C S 0 5 ° 5 4 ' 2 2 . 3 0 " E C SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION PLAN LI1040 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LI107 MA T C H L I N E S E E S H E E T L I 1 0 3 102 103 104 105 107106 STORAGE MEETINGHOUSE STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E C SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION PLAN LI1050 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LI102 MA T C H L I N E S E E S H E E T L I 1 0 6 102 103 104 105 107106 STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E C SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION PLAN LI1060 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LI103 MA T C H L I N E S E E S H E E T L I 1 0 7 MA T C H L I N E S E E S H E E T L I 1 0 5 102 103 104 105 107106 STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E C SYMBOL DESCRIPTION MEADOW ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SHRUB DRIPLINE 0.9 GPH @ 18" O.C. DRIPLINE WITH 0.90 GPH EMITTERS AT 18" O.C., ROW SPACING AT 18" O.C. SHRUB SPRAY (RAINBIRD OR HUNTER) 5`-15` RADIUS (1,5M-4,6M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTARY (RAINBIRD OR HUNTER) 12` TO 24` RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. TURF ROTOR 25`-45` TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. THE PRECIPATION RATE INDICATED ACCOUNTS FOR FULL AND PART CIRCLE HEADS, AND IS (1.35) X (360 PRECIP RATE). SYMBOL MANUFACTURER/MODEL/DESCRIPTION DRIP CONTROL VALVE - HIGH FLOW NETAFIM LVCZS8010075-HF FLOW RANGE 4.5GPM TO 17.6GPM. DRIP CONTROL VALVE - LOW FLOW NETAFIM LVCZS8010075-LF FLOW RANGE 0.25GPM TO 4.4GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) RAIN BIRD PEB-PRS-D-NP-HAN ISOLATION GATE VALVE NIBCO T-113 OR NIBCO T-136 SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. IRRIGATION CONTROLLER HYDROPOINT WTOXR-C-H2O96-SWM TO BE PLACED IN THE MAINTENANCE BUILDING. CONTRACTOR TO COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT FOR LOCATION. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 SIZE 2 TIMES GREATER THAN PIPE BEING INSTALLED PVC SCHEDULE 80 UNDER ROADWAYS. AN EXTRA SLEEVE SHALL BE PROVIDED FOR ALL LATERALS AND MAINLINE UNDER ROADWAYS AND FOR ALL MAINLINE. C - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street 0 SCALE: FEET10 1" = 20' 4020 IRRIGATION PLAN LI107 KEY MAP: 102 103 104 105 107106 MATCHLINE SEE SHEET LI104 MA T C H L I N E S E E S H E E T L I 1 0 6 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION DETAILS LI501 NOTES: 1.INSTALL IRRIGATION CONTROLLER PER MANUFACTURES RECOMMENDATIONS. IRRIGATION CONTROLLER INTERNAL MOUNT 1/2" = 1'-0" 1 2 3 4 5 6 7 5' - 0 " AUTOMATIC IRRIGATION CONTROLLER TO BE INSTALLED IN WEATHER PROOF BOX. PROVIDED BY IRRIGATION CONTRACTOR. 1 THREADED CONNECTOR TO BOTTOM OF CONTROLLER 2 METAL ELECTRICAL JUNCTION BOX3 SURGE SUPPRESSOR4 2" RIGID STEEL CONDUIT LOCATED NEXT TO WALL (ONE FOR EACH CONTROLLER) 5 FINISH GRADE6 WALL OF BUILDING7 1 P-21.147-13 HYDROMETER VALVE NTS 1 2 3 4 5 6 7 8 9 10 11 USE 1/2" PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE CONNECTING 1 VALVE BOX EXTENSION AS REQUIRED2 3/4" GRAVEL SUMP IN, UNDER, & AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES 3 DIRECT BURY COMMUNICATION WIRE TO HYDROMETER 4 CONNECT WIRES TO VALVE WITH WATER TIGHT CONNECTORS 5 HYDROMETER, INSTALL PERMAN. REQ. (SEE IRRIGATION LEGEND ON PLAN) 6 FINISH SURFACE7 JUMBO RECTANGULAR VALVE BOX8 FLANGE CONNECTION9 MAIN LINE. SIZE PER PLAN10 FILTER FABRIC11 2 P-21.147-19 TRENCH - 2 WIRE NTS 1 2 3 4 5 6 7 12 M I N . 6 M I N . 3" MIN. TOPSOIL PER SPEC1 FINISH GRADE2 COMPACTED BACKFILL3 LATERAL PVC LINE: 12" DEPTH4 2" SAND OR ROCK FREE SOIL AROUND ALL PIPE 5 MAINLINE: 18" DEPTH6 CONTROLLER 2-WIRE IN 1" PVC CONDUIT. PLACE CONDUIT IN 2" SLEEVE UNDER HARDSCAPE. BURY CONDUIT BELOW AND TO THE SIDE OF PIPE WITH A SEPARATION FROM THE PIPE OF NO FEWER THAN 3 INCHES. 7 3 P-21.147-22 PIPE TRENCH IN NEW PAVEMENT - 2 WIRE NTS 1 2 3 4 5 6 7 18 " M I N . NEW PAVEMENT1 AGGREGATE BASE2 BACKFILL3 TRENCH WIDTH 21" MINIMUM TO 95% TO ALLOW FOR COMPACTION4 SLEEVE SIZE SHALL BE 2 TIMES PIPE SIZE5 IRRIGATION MAIN/LATERAL LINE6 CONTROLLER 2-WIRE IN 1" PVC CONDUIT. PLACE CONDUIT IN 2" SLEEVE UNDER HARDSCAPE. CONDUIT PLACED ON TOP OF MAINLINE. 7 4 P-21.147-21 SIDE VIEW TOP VIEW 45 ° 1' - 6 " 1 2 3 4 5 6 7 8 9 9 5 9 2"9 2" QUICK COUPLING VALVE NTS ROUND VALVE BOX, WITH EXTENSIONS AS NEEDED 1 VALVE COVER2 FINISH GRADE3 QUICK COUPLING VALVE PER PLANS 4 3/4" PVC SCH 80 90 DEGREE TXT ELLS 5 PEA GRAVEL (EXTEND UNDER BRICKS) 6 SCH 40 PVC7 5/8" REBAR STAKES, 24' LENGTH8 (2) 3/4" PVC SCH 80 NIPPLES. LENGTH AS NEEDED 9 NOTE: 1.ENSURE REBAR DOES NOT PUNCTURE WATERPROOF MEMBRANE OR STRUCTURE 5 P-21.147-17 VOLUME OF CONC. CU.YD. 45° 1.0 1.5 2.0 4.0 BEARING AREA, SQUARE FEET 10 14 20 24 28 6" 8" 10" 12" 14" 16" 18" 20" 3 5 5 4 4 3-4" 2 3 2 2 PIPE I.D. 22-1/2°11-1/4° 2 3 4 5 7 10 12 14 8 30 40 20 24 16 20 10 12 5 7 6 10 2 3 90° 2 3 3 5 45° 1 2 1 1 2 3 4 5 6 1 1 1 1 FIGURE 3, 22-1/2°11-1/4° .5 .5 .5 1.0 .5 1.0 1.0 2.0 FIGURE 4, GENERAL NOTES: 1. ALL FITTINGS & EXPOSED REBAR TO BE WRAPPED WITH TWO LAYERS OF 6 MIL. POLYETHYLENE WHERE COVERED WITH CONCRETE. 2. ALL CONCRETE SHALL BE CLASS C 3000 P.S.I. MINIMUM 28 DAYS COMPRESSIVE STRENGTH. 3. PLACE CONCRETE AGAINST UNDISTURBED EARTH. IF NECESSARY, COMPACT EARTH TO 95% IN 12" LIFTS. 4. TABLE DENOTES MINIMUM BEARING AREA OR VOLUME OF THRUST BLOCK. SPECIAL DESIGN FOR EACH INSTALLATION IS REQUIRED IF ALLOWABLE SOIL BEARING CAPACITY IS LESS THAN 3000 P.S.F. 5. VERTICAL SURFACES NOT BEARING AGAINST UNDISTURBED EARTH SHALL BE FORMED. 6. KEEP CONCRETE AWAY FROM FLANGE BOLTS AND FITTINGS. 7. MECHANICAL JOINTS AT ALL FITTINGS I.E.: BENDS, TEES, CROSSES, AND VALVES SHALL BE THRUST RESTRAINT. (MEGA-LUG OR APPROVED EQUAL.) FIGURE 4 FIGURE 1 TEE, PLUG OR CAP FIGURE 2 FIGURE 3 (ONLY REQ'D IF ANY LEG IS LESS THAN 60 FT. LONG) HORIZONTAL OR UPWARD VERTICAL BEND FIGURE 1 FIGURE 2 NO. 5 REBAR EXTEND 2' INTO CONC. CROSS THRUST BLOCK NTS DOWNWARD VERTICAL BEND BEARING AREA (TYP.) BEARING AREA (TYP.) 7" BEARING AREA (TYP.) B E A R I N G A R E A ( T Y P . ) P-21.147-33 6 NOTES: 1.SIZE GATE VALVE PER ADJACENT MAIN LINE. 2.CONTRACTOR TO INSTALL GATE VALVE WHEN MAIN LINE SIZE IS 2 1/2" AND GREATER. ISOLATION GATE VALVE NTS 2" M I N . 7 8 9 1 2 3 4 5 6 STANDARD PLASTIC VALVE BOX1 FINISH GRADE2 CAP3 CLASS 200 PVC SLEEVE (SIZE AND LENGTH AS REQUIRED) NOTCH OVER VALVE FOR STABILITY 4 1"-2" GRAVEL SETTING BED TO SECURE SLEEVE 5 MAINLINE6 GATE VALVE PER PLAN AND SPEC.7 6" GRAVEL BED8 COMPANION FLANGE WITH ALL NECESSARY GASKETS AND FITTING 9 7 P-21.147-18 NOTES: 1.SIZE BALL VALVE PER MAIN LINE. 2.BALL VALVE IS NOT TO EXCEED 2" IN SIZE. 3.4" MIN. CLEARANCE BETWEEN VALVE AND GRAVEL. ISOLATION BALL VALVE NTS 1 2 3 4 5 6 4" M I N 10" ROUND VALVE BOX (SEE SPECS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) 1 FINISH GRADE2 TRUE UNION BALL VALVE3 3/4" GRAVEL SUMPIN, UNDER AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES 4 INSTALL FILTER FABRIC AROUND GRAVEL SUMP5 MAIN LINE6 8 P-21.147-03 NOTES: 1.CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2.SET BOXES FLUSH WITH FINISH GRADE IN PAVED AREA. 3.SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF CURB. 4.AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 5.INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS. 6.ALL VALVE BOXES SHALL HAVE "T" TYPE BOLT DOWN LIDS. EDGE OF CURB 12" 10 " - 1 4 " VALVE BOX INSTALLATION NTS 1 2 3 16" X 25" RECTANGULAR JUMBO VALVE BOX 1 14" X 19" RECTANGULAR VALVE BOX2 10" DIA. ROUND VALVE BOX FOR QCV AND SPLICE BOX 3 4 12" MIN SPACING IN LAWN AREAS 3' MIN. SPACING IN SHRUB BEDS 4 P-21.147-26 9 NOTE: 1.ONE BALL VALVE TO BE INSTALLED PER VALVE. 2.TWO VALVES MAX. PER STD. BOX AND THREE VALVES MAX. PER JUMBO BOX. 3.BOX TO BE LOCATED IN PLANTING BED, NOT TURF AREAS. 4.VALVE FLOW CONTROL: AT TIME OF INSTALL OPEN VALVE(S) TO FULL AND THEN ADD TWO FULL TURNS TOWARD THE CLOSED POSITION. VALVE ASSEMBLY 1" = 1'-0" 4" M I N . 1 2 SCH. 40 PVC MANIFOLD/ SUB-MAIN SUPPLY LINE, 18" DEPTH. 2 3 SCH. 80 PVC "ACTION" UNION. EACH SIDE OF VALVE 3 4 VALVE PER PLAN4 5 SCH. 40 PVC LATERAL LINE 12" DEEP MIN 5 6 3/4" CRUSHED GRAVEL SUMP6 7 DECODER ATTACHED TO VALVE BOX WALL W/ STAINLESS STEEL CONDUIT CLAMP FASTENED TO SIDE OF VALVE BOX W/ STAINLESS STEEL BOLTS. 7 8 MAXI-CABLE WIRE IN CONDUIT SEE CONDUIT CAP DETAIL 8 1 VALVE PER PLAN 10 P-21.147-14 NOTE: 1.ONE ISOLATION BALL VALVE TO BE INSTALLED PER VALVE BOX/VALVE MANIFOLD. SEE DETAIL 14 LI5.02. VALVE ASSEMBLY 1" = 1'-0" 4" M I N . 1' - 0 " 1 2 3 4 5 6 78 9 10 11 12 9 FINISH GRADE1 24" COILED WIRE2 VALVE BOX EXTENSION AS REQUIRED3 PAVING BRICK4 MANIFOLD SUB-MAINLINE. SEE XX/005 BRASS BALL VALVE6 RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX W/T-TOP 7 SCH. 80 PVC "ACTION" UNIONS8 MAXI-CABLE WIRE IN CONDUIT 9 6" DEEP PEA GRAVEL SUMP10 SCH. 40 PVC LATERAL 12" DEEP MIN11 DECODER ATTACHED TO VALVE BOX WALL W/STAINLESS STEEL CONDUIT CLAMP FASTENED TO SIDE OF VALVE BOX W/STAINLESS STEEL BOLTS 12 11 P-21.147-15 DRIP VALVE ASSEMBLY NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1" AUTOMATIC VALVE 2 3 3 SCH. 80 TT90 4 SCH. 80 PVC TT UNION 5 1" FILTER ASSEMBLY 2 2 SCH. 80 PVC TT NIPPLE 6 3/4" PRESSURE REGULATOR 7 1' SCH. 80 PVC TOE NIPPLE W/COUPLER 8 SCH. 40 PVC 9 3/4" CRUSHED GRAVEL SUMP 10 SCH. 40 SCS TEE 11 SCH. 80 ST90 W/ SCH. 80 TT NIPPLE TO MAIN LINE 12 MANIFOLD SUB-MAINLINE. SEE XX/00 13 PVC BALL VALVE TT 14 JUMBO RECTANGULAR VALVE BOX P-21.147-20 12 ROTOR HEAD (SECTION) NTS MARLEX STREET ELL SPIRAL BARB FITTING FINISH GRADE FLEXIBLE SWING PIPE 12" MIN. LENGTH FITTING AS REQUIRED NOZZLE (TYPE & PATTERN AS PER LEGEND ON PLAN) LATERAL LINE 3 4 5 6 7 8 1 2 3 4 5 6 7 8 5 1 2 NOTE: 1.RE-ADJUST HEAD TO PROPER GRADE ONCE TURF IS ESTABLISHED 2.SET HEAD PERPENDICULAR TO FINISH GRADE 3.IF HEAD IS AT BOTTOM OF HILL USE SAM HEAD 6" POP-UP SS ROTORY HEAD P-21.147-25 13 NOTE: 1.RE-ADJUST HEAD TO PROPER GRADE ONCE TURF IS ESTABLISHED 2.SET HEAD PERPENDICULAR TO FINISH GRADE POP-UP SPRAY HEAD NTS 1 NOZZLE (TYPE & PATTERN AS PER LEGEND ON PLAN) 1 2 FINISH GRADE2 3 POP-UP HEAD AS PER LEGEND3 4 MARLEX STREET ELL4 5 SPIRAL BARB FITTING5 6 FLEXIBLE SWING PPE 12" MIN. LENGTH6 7 FITTING AS REQUIRED7 8 LATERAL LINE (SIZE AS PER PLAN)8 5 P-21.147-23 14 SPRAY HEAD AT WALK NTS 1 CONCRETE WALK1 2 POP UP SPRAY AND ROTOR HEAD2 3 FINSIH GRADE3 1" 112" P-21.147-24 15 DECODER WIRING NTS 1 2 3 4 5 6 CONTROL VALVE (SEE LEGEND/SPECS)1 FIELD DECODER (SEE LEGEND/SPECS)2 SWEEP ELBOW3 ID TAG4 WATERPROOF WIRE SPLICES (SEE SPECS) *** OF 2-WIRE PATH *** 5 WATERPROOF WIRE SPLICES (SEE SPECS) *** OF CONTROL VALVE LEADS *** 6 NOTES: 1.NUMBER OF WIRES AVAILABLE FROM THE DECODER TO THE CONTROL VALVES IS DEPENDANT ON THE NUMBER OF VALVES TO BE CONTROLLED (1,2,4,6) 2.4 & 6 VALVE DECODERS ALSO INCLUDE A LEAD FOR GROUNDING P-21.147-34 16 DECODER GROUNDING NTS 1 LINE SURGE PROTECTOR (LSP-1)1 2 GROUNDING ROD2 3 6AWG SOLID COPPER WIRE3 4 CONDUIT4 5 WATERPROOF WIRE SPLICES (SEE SPECS) 5 4 5 NOTES: 1.4 & 6 VALVE DECODERS INCLUDE INTERNAL GROUNDING NO SUPPLEMENTAL LSP-1 REQUIRED TOP VIEW 2 3 1 4 P-21.147-35 17 TWO - WIRE SPLICE BOX NTS 1 3 3 SEEP ELBOW1 ID TAG2 WATERPROOF WIRE SPICE (SEE SPECS) 3 2 2 2 18 P-21.147-12 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street IRRIGATION DETAILS LI502 SEE SPECS SEE SPECS TECHLINE START CONNECTION NTS 123 4 5 6 7 FINISH GRADE1 TECHLINE TEE2 TECHLINE TUBING3 BLANK TECHLINE TUBING4 TECHLINE 3/4" MALE ADAPTER 5 PVC TEE (SxSxT)6 PVC PIPING7 P-21.147-30 5IRREGULAR LAYOUT NTS 1 2 3 4 5 6 7 8 9 10 LINE FLUSHING VALVE PLUMBED TO POLYETHYLENE 1 AREA PERIMETER2 TECHLINE LATERAL TUBING3 TECHLINE START CONNECTION MALE ADAPTER 4 EXHAUST HEADER5 TECHLINE TEE6 BLANK TUBING CENTERED ON MOUND OR BERM SPACED EVERY 30' +/- 7 AIR/VACUUM RELIEF VALVE (PLUMBED TO TECHLINE AT EACH HIGH POINT) 8 SUPPLY HEADER9 REMOTE CONTROL VALVE WITH DISC FILTER AND PRV 10 P-21.147-29 2 IRREGULAR AREAS: ODD CURVES NTS 1 2 3 4 5 6 7 8 9 LINE FLUSHING VALVE PLUMBED TO POLYETHYLENE 1 AREA PERIMETER2 TECHLINE START CONNECTION3 EXHAUST HEADER4 TECHLINE TEE5 TECHLINE LATERAL TUBING6 BLANK TUBING CENTERED ON MOUND OR BERM SPACED EVERY 30' +/- 7 SUPPLY HEADER8 REMOTE CONTROL VALVE WITH DISC FILTER AND PRV 9 P-21.147-27 3TECHLINE CV CENTER FEED LAYOUT NTS 1 2 3 4 5 6 7 8 9 10 4 MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY 1 TECHLINE START CONNECTION MALE ADAPTER 2 PVC OR POLY EXHAUST HEADER 3 BLANK TUBING EVERY 30' +/-4 PVC OR POLY SUPPLY HEADER5 TECHLINE START CONNECTION6 REMOTE CONTROL VALVE WITH DISC FILTER AND PRV 7 AREA PERIMETER8 TECHLINE CV TUBING9 PERIMETER LATERALS 2" TO 4" FROM EDGE 10 P-21.147-28 1 DRIPLINE AT TREE TRUNK LOCATION NTS 1 2 3 4 5 2 2 3 3 3 5 66 18 " 1 8 " TECHLINE CV 17MM DRIPLINE1 TECHLINE CV 17MM DRIPLINE CONNECTION FITTINGS (TEE'S, INSERT CROSSES AND INSERT COUPLERS AS NECESSARY) 2 IN-LINE DRIP EMITTER: 12" O.C. SPACING 3 TREE TRUNK LOCATION/ROOTBALL 4 DRIPLINE CONTINUES ON PER OTHER DETAILS. INSTALL DRIPLINE AS INDICATED PER BED LAYOUT DETAILS 5 CONNECT DRIPLINE ROWS W/ ADDITIONAL DRIPLINE SEGMENT 6 18"18" NOTES: ADD CONNECTIONS AND EMITTERS AS TREE TRUNKS ARE ENCOUNTERED THROUGHOUT THE SITE. DRIPLINE TO RUN UNINTERRUPTED AS SHOWN IN OTHER DETAILS WHERE NO TREES ARE PRESENT. DRIPLINE TO FOLLOW CONTOURS AND DIRECTION PER SITE CONDITIONS STRAIGHT LINES ARE DIAGRAMMATIC ONLY. 4 P-21.147-31 SEE SPECS TECHLINE LINE FLUSHING VALVE NTS 1" 1 2 3 4 5 6 7 FINISH GRADE1 VALVE BOX - SEE SPECS.2 LINE FLUSHING VALVE TL050MFV-13 PVC REDUCER ADAPTER Sx 1/2" FPT (SIZE AS REQ'D) 4 BRICK SUPPORTS (THREE)5 3/4" GRAVEL SUMP (I CUBIC FOOT)6 PVC LATERAL (OR EXHAUST HEADER)7 P-21.147-31 6 NOTE: 1.DRIP EMITTER TO BE PLACED AT END OF EACH RUN OF DRIP LINE. 2.EMITTER TO BE VISIBLE TO MAINTENANCE PERSONNEL TO INDICATE DRIP LINE IS IN OPERATION. DRIP LINE INDICATOR NTS 2" 1 2 3 4 5 MICROSPRAY, XS-3601 DISTRIBUTION TUBING2 COMPRESSION TEE3 TIE-DOWN STAKE4 DRIP TUBING PER PLAN5 7 P-21.147-51 NOTES: 1.2" DRAIN HOLE TO ACCOMMODATE IRRIGATION & DRAINAGE 2.FILL BOTTOM OF PLANTER WITH 4" PEA GRAVEL. 3.DELIVER VALVE BOX LID TO OWNER. 4.ENSURE VALVE BOX IS FLUSH WITH TOP OF PAVER OR CONCRETE SEE PLANS LANDSCAPE CONTAINER 1" = 1'-0" 3" XERI-BUBBLER WITH STAKE AND 1/4" TUBING AND 1/4" BARB CONNECTOR 1 EASY FIT FLUSH CAP2 LANDSCAPE CONTAINER: TO BE SUPPLIED _________ 3 PLANTING SOIL MIX4 FILTER FABRIC5 FINISHED GRADE6 10" ROUND CONCRETE VALVE BOX (SUBMIT PRODUCT FOR REVIEW) 7 FILL VALVE BOX WITH PEA GRAVEL 8 XF INSERT FITTINGS WITH ADJUSTABLE METAL BAND. TYP. AT ALL CONNECTIONS 9 POLYETHYLENE LATERAL PER PLAN WITHIN A 1 1/2" PVC SLEEVE 10 1 2 3 4 6 5 7 8 9 10 8 P-21.147-38 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE MATURE SIZE (HXW)QTY EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE 8'-12'25` X 8`6 PO PICEA OMORIKA SERBIAN SPRUCE 8'-12'20` X 15`11 PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE 8'-12'35` X 20`21 PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE 6'-10'20` X 15`26 PS PINUS SYLVESTRIS SCOTCH PINE 8'-12'40` X 25`30 SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE 2.5" CAL 45` X 30`17 FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH 2" CAL 45` X 30`116 GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST 2.5" CAL 40` X 30`22 PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE 2" CAL 50` X 40`40 TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND 2.5" CAL 40` X 30`34 COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE 2" CAL 25` X 15`111 LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE 2" CAL 50` X 35`14 CO CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL 45` X 50`27 QM QUERCUS MUEHLENBERGII CHINKAPIN OAK 2" CAL 50` X 60`12 ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD 2.5" CAL 25` X 25`22 CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 2" CAL 25` X 25`36 MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE 2" CAL 15` X 15`62 MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE 2" CAL 20` X 20`30 PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY 2" CAL 20` X 20`41 EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK 1 GAL 8" X 4`1 BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD 5 GAL 2` X 2`1 BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD 5 GAL 3` X 3`1 EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS 5 GAL 3.5` X 3.5`1 EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER 5 GAL 18" X 3`1 PP PINUS MUGO `PUMILIO`DWARF MUGO PINE 5 GAL 4` X 4`1 TR TAXUS BACCATA `REPANDENS`JAPANESE YEW 5 GAL 3` X 8`1 FULL SUN/PART SHADE PERENNIALS AP ASTER NOVI-BELGII `PROFESSOR KIPPENBERG`PROFESSOR KIBBENBURG DWARF ASTER 1 GAL 12" X 18"1 HO HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY 1 GAL 12" X 18"1 IC IBERIS SEMPERVIRENS CANDYTUFT 4"POT 6" X 12"1 PO2 PENSTEMON MEXICALI `NANA RONDO`NANA RONDO PENSTEMON 1 GAL 20" X 20"1 PR PENSTEMON MEXICALI `RED ROCKS`RED ROCKS PENSTEMON 1 GAL 8" X 8"1 SM2 SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SALVIA 1 GAL 30" X 30"1 LOW WATER PERENNIALS AM ACHILLEA X `MOONSHINE`MOONSHINE YARROW 1 GAL 24" X 12"1 CA2 COREOPSIS AURICULATA `NANA`COREOPSIS 4"POT 6-12" X 6-12"1 EP ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL 2-3` X 18-23"1 GA GAILLARDIA ARISTATA BLANKET FLOWER 4"POT 18" X 18"1 GA2 GERANIUM SANGUINEUM `ALBUM`ALBUM GERANIUM 4"POT 10" X 10"1 GS2 GERANIUM SANGUINEUM `ROZANNE`ROZANNE GERANIUM 4"POT 10" X 10"1 HX HEUCHERA X `HOLLYWOOD`VELVET NIGHT CORAL BELLS 4"POT 12" X 12"1 HB HOSTA X `FRAGRANT BOUQUET`FRAGRANT BOUQUET HOSTA 1 GAL 22" X 28"1 HJ HOSTA X `JUNE`JUNE HOSTA 1 GAL 20" X 20"1 LB LAVANDULA ANGUSTIFOLIA `BUENA VISTA`BUENA VISTA LAVENDER 1 GAL 18" X 18"1 LS LEUCANTHEMUM X SUPERBUM `SNOWCAP`SNOWCAP SHASTA DAISY 4"POT 14" X 14"1 NC NEPETA FAASSENII CATMINT 4"POT 18" X 30"1 RG3 RUDBECKIA FULGIDA `GOLDSTRUM`GOLDSTRURM BLACKEYED SUSAN 4"POT 20" X 24"1 ORNAMENTAL GRASSES CL CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS GRASS 1 GAL 3` X 3`1 FG FESTUCA GLAUCA BLUE FESCUE GRASS 1 GAL 18" X 18"1 MJ MISCANTHUS SINENSIS MAIDEN GRASS 5 GAL 5` X 5`1 PH PENNISETUM ALOPECUROIDES `HAMELN`HAMELN FOUNTAIN GRASS 5 GAL 3` X 3`1 AU EC JB PP TR AP HO IC PO2 PR SM2 AM CA2 EP GA GA2 GS2 HX HB HJ LB LS NC RG3 CL FG MJ PH 1.PLANT QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES FOUND. 2.PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OF TREE INSTALLED ON GRID OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS, ALIGN TREES ACROSS WALKS, ADJUST SPACING AS NECESSARY, SUBJECT TO REVIEW BY THE LANDSCAPE ARCHITECT. 3.PROVIDE MATCHING SIZES AND FORMS FOR ALL SHRUB PLANTINGS, SPACE EQUALLY AS PER PLANS. 4.EACH LOCATION OF ALL TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. 5.CONTRACTOR TO COORDINATE LOCATIONS OF TREES WITH LANDSCAPE LIGHTING AND OTHER UTILITIES. SUBJECT TO REVIEW BY THE LANDSCAPE ARCHITECT. 6.CONTRACTOR TO COORDINATE ALL SHRUB AND TREE PLACEMENT AROUND VENTS WITH LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. 7.ROCK MULCH TO BE USED IN ALL SHRUB AREAS. PRODUCT: SALT AND PEPPER 3/4"-1" 8.SOIL PEP TO BE USED IN ALL ANNUAL FLOWER BED AREAS. 9.ALL TREES IN TURF AREAS ARE TO HAVE A 3' DIAMETER ROCK MULCH RING. TURF SHALL NOT BE WITHIN THAT 3' RING. DECIDUOUS SHRUBS AS AMELANCHIER ALNIFOLIA SASKATOON SERVICEBERRY 5 GAL 10` X 10`1 AA ARONIA MELANOCARPA `AUTUMN MAGIC`BLACK CHOKEBERRY 5 GAL 3` X 5`1 BH BERBERIS THUNBERGII `HELMOND PILLAR`HELMOND PILLAR BARBERRY 5 GAL 4` X 4`1 BK BERBERIS THUNBERGII `KOBOLD`KOBOLD BARBERRY 5 GAL 2` X 2`1 BX BETULA X PLETTKEI 'GOLDEN TREASURE'CESKY GOLD DWARF BIRCH 5 GAL 3` X 3`1 CP2 CARAGANA PYGMAEA PYGMY PEASHRUB 5 GAL 3` X 5`1 CA CORNUS SERICEA `ALLEMAN`S COMPACT`ALLEMAN`S COMPACT DOGWOOD 5 GAL 4` X 4`1 CS2 CORNUS SERICEA `CARDINAL`RED TWIG DOGWOOD 5 GAL 4-6` X 4-6`1 CF CORNUS SERICEA `FLAVIRAMEA`YELLOW TWIG DOGWOOD 5 GAL 4` X 4`1 LL LIGUSTRUM VULGARE `LODENSE`LODENSE PRIVET 5 GAL 4` X 4`1 PC3 PRUNUS X CISTENA PURPLE SAND CHERRY 5 GAL 8` X 6`1 RG RHUS AROMATICA `GRO-LOW`GRO-LOW SUMAC 5 GAL 3` X 4`1 ORNAMENTAL & FLOWERING SHRUBS CC COTONEASTER APICULATUS CRANBERRY COTONEASTER 1 GAL 2` X 5`1 HU HYDRANGEA PANICULATA 'HYLV17522'DRAGON BABY™ PANICLE HYDRANGEA 5 GAL 2.5` X 2.5`1 PF2 PEROVSKIA ATRIPLICIFOLIA `FILIGRAN`FILIGRAN RUSSIAN SAGE 1 GAL 4` X 4`1 PM PHILADELPHUS X VIRGINALIS `MINNESOTA SNOWFLAKE`SWEET MOCKORANGE 5 GAL 6` X 6`1 PD PHYSOCARPUS OPULIFOLIUS `DIABLO`DIABLO NINEBARK 5 GAL 6-10` X 6-10`1 PD2 POTENTILLA FRUTICOSA `GOLD DROP`GOLD DROP POTENTILLA 5 GAL 3` X 4`1 PM2 POTENTILLA FRUTICOSA `MCKAY`S WHITE`WHITE POTENTILLA 5 GAL 4` X 4`1 PS2 PRUNUS GLANDULOSA PINK FLOWERING ALMOND 5 GAL 5` X 5`1 RG2 RIBES ALPINUM `GREEN MOUND`GREEN CURRANT 5 GAL 3` X 3`1 RC ROSA `CAREFREE SUNSHINE`CAREFREE SUNSHINE ROSE 5 GAL 4` X 4`1 RW ROSA `MEIBIL`PINK PEACE ROSE 5 GAL 4` X 4`1 RT ROSA `TANAKINOM`MONICA ROSE 5 GAL 4` X 4`1 RT2 ROSA `TANOLG`OREGOLD ROSE 5 GAL 5` X 4`1 RR2 ROSA MEIDILAND `RED`RED MEIDILAND ROSE 5 GAL 3` X 3`1 RR3 ROSA X `KNOCKOUT`KNOCKOUT ROSE 5 GAL 4` X 4`1 R3 ROSA X `NOATRAUM`PINK CARPET ROSE 5 GAL 2` X 3`1 SA SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM 1 GAL 2` X 2`1 SN SPIRAEA NIPPONICA `SNOWMOUND`SNOWMOUND SPIREA 1 GAL 3.5` X 3.5`1 SA2 SPIRAEA X BUMALDA `ANTHONY WATERER`ANTHONY WATERER SPIRAEA 5 GAL 4` X 4`1 SG SPIRAEA X BUMALDA `GOLDFLAME`GOLDFLAME SPIREA 5 GAL 3` X 3`1 SM SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC 5 GAL 5` X 6`1 SV SYRINGA VULGARIS LILAC 5 GAL 8` X 8`1 VR VERONICA RUPESTRIS VERONICA SPEEDWELL 1 GAL 12" X 18"1 VL VIBURNUM LANTANA `MOHICAN`WAYFARINGTREE VIBURNUM 5 GAL 8` X 8`1 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE MATURE SIZE (HXW)SPACING QTY SHRUB AREAS SHRUB BEDS 218,759 SF GROUND COVERS TF BIOBLUE BIOGRASS - BIOBLUE SOD 139,891 SF TF2 BIOMEADOW BIOGRASS - BIOMEADOW SOD 264,572 SF PS3 PHLOX SUBULATA CREEPING PHLOX FLAT 6" X 12"12" o.c.32 RR RANUNCULUS REPENS 'PLENIFLORUS'BUTTERCUP FLAT 6" X 6"6" o.c.163 ANNUAL FLOWER BED 3,023 SF PERENNIAL FLOWER BED 22,533 SF AS AA BH BK BX CP2 CA CS2 CF LL PC3 RG CC HU PF2 PM PD PD2 PM2 PS2 RG2 RC RW RT RT2 RR2 RR3 R3 SA SN SA2 SG SM SV VR VL - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING SCHEDULE AND NOTES LP100 *F I N A L P L A N T S E L E C T I O N S A N D S I Z E S T O C O M E D U R I N G C D P H A S E TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE S 0 5 ° 5 4 ' 2 2 . 3 0 " E - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING PLAN OVERVIEW LP1010 SCALE: FEET10 1" = 20' 4020 LP102 LP103 LP104 LP105 LP106 LP107 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E SYMBOL CODE BOTANICAL NAME COMMON NAME EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PS PINUS SYLVESTRIS SCOTCH PINE SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY QM QUERCUS MUEHLENBERGII CHINKAPIN OAK ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER PP PINUS MUGO `PUMILIO`DWARF MUGO PINE TR TAXUS BACCATA `REPANDENS`JAPANESE YEW FULL SUN/PART SHADE PERENNIALS AU EC JB PP TR AP - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING PLAN LP1020 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LP105 MA T C H L I N E S E E S H E E T L P 1 0 3 102 103 104 105 107106 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E TEMPLE SYMBOL CODE BOTANICAL NAME COMMON NAME EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PS PINUS SYLVESTRIS SCOTCH PINE SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY QM QUERCUS MUEHLENBERGII CHINKAPIN OAK ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER PP PINUS MUGO `PUMILIO`DWARF MUGO PINE TR TAXUS BACCATA `REPANDENS`JAPANESE YEW FULL SUN/PART SHADE PERENNIALS AU EC JB PP TR AP - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING PLAN LP1030 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LP106 MA T C H L I N E S E E S H E E T L P 1 0 4 MA T C H L I N E S E E S H E E T L P 1 0 2 102 103 104 105 107106 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E S 0 5 ° 5 4 ' 2 2 . 3 0 " E SYMBOL CODE BOTANICAL NAME COMMON NAME EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PS PINUS SYLVESTRIS SCOTCH PINE SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY QM QUERCUS MUEHLENBERGII CHINKAPIN OAK ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER PP PINUS MUGO `PUMILIO`DWARF MUGO PINE TR TAXUS BACCATA `REPANDENS`JAPANESE YEW FULL SUN/PART SHADE PERENNIALS AU EC JB PP TR AP - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING PLAN LP1040 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LP107 MA T C H L I N E S E E S H E E T L P 1 0 3 102 103 104 105 107106 STORAGE MEETINGHOUSE TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E SYMBOL CODE BOTANICAL NAME COMMON NAME EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PS PINUS SYLVESTRIS SCOTCH PINE SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY QM QUERCUS MUEHLENBERGII CHINKAPIN OAK ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER PP PINUS MUGO `PUMILIO`DWARF MUGO PINE TR TAXUS BACCATA `REPANDENS`JAPANESE YEW FULL SUN/PART SHADE PERENNIALS AU EC JB PP TR AP - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING PLAN LP1050 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LP102 MA T C H L I N E S E E S H E E T L P 1 0 6 102 103 104 105 107106 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E SYMBOL CODE BOTANICAL NAME COMMON NAME EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PS PINUS SYLVESTRIS SCOTCH PINE SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY QM QUERCUS MUEHLENBERGII CHINKAPIN OAK ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER PP PINUS MUGO `PUMILIO`DWARF MUGO PINE TR TAXUS BACCATA `REPANDENS`JAPANESE YEW FULL SUN/PART SHADE PERENNIALS AU EC JB PP TR AP - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING PLAN LP1060 SCALE: FEET10 1" = 20' 4020 KEY MAP: MATCHLINE SEE SHEET LP103 MA T C H L I N E S E E S H E E T L P 1 0 7 MA T C H L I N E S E E S H E E T L P 1 0 5 102 103 104 105 107106 TETON ISLAND CANAL STORAGE TEMPLE MEETINGHOUSE N89° 44' 52.70"E S 0 5 ° 5 4 ' 2 2 . 3 0 " E SYMBOL CODE BOTANICAL NAME COMMON NAME EVERGREEN TREES PC PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE PB PICEA PUNGENS `BAKERI`BAKER`S SPRUCE PF PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PS PINUS SYLVESTRIS SCOTCH PINE SHADE TREES AJ ACER X RUBRUM 'REDPOINTE'REDPOINTE MAPLE FA FRAXINUS PENNSYLVANICA `AUTUMN PURPLE`AUTUMN PURPLE ASH GS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER LOCUST PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREE TL TILIA AMERICANA `LEGEND`AMERICAN LEGEND COLUMNAR DECIDUOUS TREES AC2 ACER PLATANOIDES `CRIMSON SENTRY`CRIMSON SENTRY MAPLE LARGE SHADE TREES AE ACER PLATANOIDES `EMERALD QUEEN`EMERALD QUEEN MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY QM QUERCUS MUEHLENBERGII CHINKAPIN OAK ORNAMENTAL & FLOWERING TREES CM CERCIS CANADENSIS 'MINNESOTA STRAIN'MINNESOTA STRAIN EASTERN REDBUD CP CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN MS MALUS X `INDIAN SUMMER`INDIAN SUMMER CRABAPPLE MS3 MALUS X `SPRING SNOW`SPRING SNOW CRABAPPLE PC2 PRUNUS VIRGINIANA `CANADA RED`CANADA RED CHOKECHERRY EVERGREEN SHRUBS-BROAD LEAF AU ARCTOSTAPHYLOS UVA-URSI BEARBERRY/KINNIKINNICK BS BUXUS SEMPERVIRENS `SUFFRUTICOSA`DWARF ENGLISH BOXWOOD BG BUXUS X `GREEN GEM`GREEN GEM BOXWOOD EC EUONYMUS FORTUNEI `CANADALE GOLD`CANADALE GOLD EUONYMUS EVERGREEN SHRUBS-NEEDLE LEAF JB JUNIPERUS SABINA `BLUE FOREST`BLUE FOREST SAVIN JUNIPER PP PINUS MUGO `PUMILIO`DWARF MUGO PINE TR TAXUS BACCATA `REPANDENS`JAPANESE YEW FULL SUN/PART SHADE PERENNIALS AU EC JB PP TR AP - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street 0 SCALE: FEET10 1" = 20' 4020 PLANTING PLAN LP107 KEY MAP: 102 103 104 105 107106 MATCHLINE SEE SHEET LP104 MA T C H L I N E S E E S H E E T L P 1 0 6 - Barton Architecture PLLC - Winslow, Arizona, 86047 ARCHITECT - 319 N. Kinsley Ave REVISION JRW: PROJECT NUMBER DATE SHEET TITLE PL O T D A T E : MECHANICAL ENGINEER ISSUE NO.DESCRIPTION DATE SHEET NO. STRUCTURAL ENGINEER ELECTRICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGN AV / DATA ENGINEER N 2 N D E A S T RE X B U R G , I D 8 3 4 4 0 Te t o n R i v e r I d a h o T e m p l e - Sagrada Design Studio - Salt Lake City, Utah 84103 - 565 N. De Soto St E - VBFA - Murray, Utah 84107 - 181 East 5600 South, Suite 200 - Payne Engineering - Pocatello, Idaho 83201 - 1823 E. Center - Ridge Structural Engineering - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite B - Horrocks - Idaho Falls, Idaho 83402 - 2194 Snake River Parkway, Suite 205 - MGB+A Studio - Salt Lake City, Utah 84101 - 145 West 200 South - Heath Engineering Company - Salt Lake City, Utah 84103 - 377 West 800 North - JRW & Associates - Rexburg, Idaho 83440 - 1152 Bond Ave. Suite A STAMP PROJECT NUMBER PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N 50147737521 900 MAY 01, 2024 DESIGN DEVELOPMENT PACKAGE ACOUSTICAL ENGINEER - Jaffe Holden - Norwalk, Connecticut 06854 - 114-A Washington Street PLANTING DETAILS LP501 TYPICAL TREE PLANTING IN PLANT PIT NTS 1 SET BASE OF ROOT FLARE 1"-2" ABOVE FINISHED GRADE 1 2 MULCH SAUCER - EXTEND 6" BEYOND ROOTBALL 2 3 FINISHED GRADE3 4 AMENDED BACKFILL4 5 UNDISTURBED SUBGRADE5 6 SIDE SLOPE - 45° ANGLE6 12" MIN. NOTE: 1.AFTER PLACEMENT, CUT AND REMOVE ALL LACING A WIRE BASKETS FROM ROOTBALL. REMOVE BURLAP FROM SIDES OF ROOTBALL, RETAIN ON BOTTOM. 2.END WEED BARRIER FABRIC AND MULCH 4" FROM TREE TRUNK. MAINTAIN 8" DIA. SPACE AROUND TRUNK TO AVOID GIRDLING TRUNK WITH WEED FABRIC AND MULCH PLANT PIT DIAMETER 3X ROOTBALL WIDTH P-21.147-01 1 TYPICAL EVERGREEN TREE NTS 1 RUBBER HOSE 1" DIA. SNUG AROUND TRUNK AT CROTCH 1 2 2 STRAND TWISTED 12 GAUGE GALV. GUYING WIRES 2 3 FERTILIZER TABLET PER SPECIFICATIONS 3 4 FORM SAUCER4 5 (3) 2"x4"x24" TREATED STAKES (TOP OF STAKE 6" ABOVE GROUND) 5 6 MULCH6 7 SPECIFIED PLANTING MIX - WATER AND TAMP TO REMOVE AIR POCKETS 7 8 EXISTING SOIL8 9 FINISHED GRADE9 NOTE: 1.PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH FINISHED GRADE 2.REMOVE BURLAP FROM TOP 2 3 OF BALL 3.FLAG GUYING WIRES WITH SURVEYOR TAPE 4.STAKES ARE NOT TO BE PLACED IN TURF 4/11 P-21.147-02 2 TREE PLANTING AND GUY WIRE - TREES >3.5" CAL NTS 1 NEW RUBBER HOSE SNUG AROUND TREE AT CROTCH 1 2 TREE BASE PROTECTION2 3 GUYING CABLE3 4 DEADMAN - (3) GUYS AT EACH TREE MINIMUM 4 5 AUGER HOLE IF REQUIRED5 6 UNDISTURBED SOIL6 7 MULCH7 8 3/4" PVC 30" LONG8 9 FINISHED GRADE9 10 AMENDED BACKFILL10 P-21.147-04 3 TREE STAKING - TREES SMALLER THAN 3.0" CAL NTS [PLAN] [PERSPECTIVE] 2" MIN. 12 " M I N . 1 2 3 4 5 6 7 8 1 2 NOTE: 1.STAKE TREES PERPENDICULAR TO PREVAILING WIND DIRECTION 2.ALL STRAPS AND STAKES TO BE REMOVED ONE (1) YEAR AFTER PLANTING 3.TOP OF TREE STAKE TO BE 6" BELOW LOWEST BRANCH " FLAT WOVEN POLYPROPYLENE STRAP, 900 LB. BREAK STRENGTH, LOOP AROUND TRUNK. AFFIX NO HIGHER THAN 1/3 THE HEIGHT OF TREE. ALLOW TREE TO MOVE - DO NOT MAKE LOOP TOO TAUT 1 2" HARDWOOD STAKE - DRIVE INTO SUBGRADE - DO NOT PIERCE ROOTBALL 2 FOLD ENDS OF STRAP UNDER AND ATTACH TO STAKE WITH 1" GALVANIZED ROOFING NAIL 3 POSITION STAKES ON EAST AND WEST SIDE OF TREE 4 FINISHED GRADE5 TREE TRUNK6 AMENDED BACKFILL7 UNDISTURBED SUBGRADE 8 P-21.147-05 4 TYPICAL SHRUB PLANTING IN PLANT BED NTS 1 1 2 MULCH ENTIRE PLANTING BED PER SPEC. 2 3 FINISHED GRADE3 4 PLANTING BED SOIL MIXTURE4 5 PREPARED SUBGRADE5 6 UNDISTURBED SUBGRADE6 4" NOTE: 1.CONTAINER SHRUBS: CUT AND COMPLETELY REMOVE PLASTIC CONTAINER AT TIME OF PLANTING. GENTLY TEASE ROOTS AROUND ROOTBALL, DO NOT BREAK OR TWIST ROOTS SET BASE ROOT FLARE 1"-2" ABOVE FINISHED GRADE P-21.147-06 5 TYPICAL TRIANGULAR SPACING IN PLANT BED NTS EQ. TYP. EQ . T Y P . E Q . T Y P . 1 23 TRIANGULAR SPACING AT DISCTANCE AS DESIGNATED ON PLANS1 EDGE OF PLANTING BED2 1/2 THE DISTANCE OF TRIANGULAR SPACING FROM EDGE OF PLANTING BED 3 P-21.147-07 6 SOD INSTALLATION NTS 1 2 3 4 SOD1 TIGHT BEVELLED JOINTS2 AMENDED SOIL3 CONCRETE CURB/SIDEWALK4 P-21.147-08 7 MULCH 1 1/2" = 1'-0" MULCH PRODUCTS: 1.MULCH PLACED AS TOP DRESSING MULCH TO A 3" DEPTH TO TYPICAL SHRUBS/ORNAMENTAL GRASS BEDS 2.CONTRACTOR TO PROVIDE SAMPLES FOR MULCH TYPE AND COORDINATE AND CONFIRM AREAS TO RECEIVE MULCH PRIOR TO INSTALLATION 1 2 3 4 5 6 1" ADJACENT HARDSCAPE1 MULCH TO BE 1" BELOW ADJACENT HARDSCAPE2 FINAL APPLICATION OF PRE-EMERGENT WEED CONTROL UPON COMPLETION OF MULCH INSTALLATION 3 MULCH PLACED AS DESCRIBED BELOW4 PRE-EMERGENT PRIOR TO MULCH PLACEMENT5 SUBGRADE TO BE SMOOTH TO ALLOW FOR EVEN 3" APPLICATION OF MULCH 6 P-21.147-09 8 SECTION SIDE PROFILE METAL EDGE N.T.S. 1 2 3 1 2 MULCH3 4 4 5 5 2 1/4" STEEL EDGE 5" HEIGHT, 16' SECTIONS, BLACK 5 18" TAPERED STEEL STAKES AT 30" O.C. - PRE-SLOTTED 1 FINISH GRADE 1" BELOW TOP OF EDGING - MULCH OR OTHER 4 UNDISTURBED / 95% COMPACTED SUBGRADE P-21.147-10 9 TYPICAL PERENNIAL PLANTING NTS 1 2 3 4 5 6 SPACING AS PER PLAN PLANT SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO EXISTING GRADE IN THE NURSERY 1 MULCH SEE2 FINISHED GRADE3 PLANTING BED SOIL MIXTURE PER SPEC4 AMENDED SUBGRADE5 UNDISTURBED SUBGRADE6 XX/00 10 P-21.147-11