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Home My WebLink AboutINFRASTRUCTURE Rev 4 2.20.24 - 22-00888 - Teton River Temple Subdivision - Plat (1)H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - C.1.0 COVER SHEET - 2/15/2024 02:58pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 51 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 13 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 VICINITY MAP Know what's below. Call before you dig. R PROJECT SITE IMPROVEMENT DRAWINGS FOR TETON RIVER TEMPLE OFFSITE IMPROVEMENTS REXBURG, IDAHO 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 SITE PLAN & KEY MAP 7 C.3.1 OVERALL ELECTRICAL PLAN 8 C.4.0 2ND EAST P&P 1 9 C.4.1 2ND EAST P&P 2 10 C.4.2 2ND EAST P&P 3 11 C.4.3 2ND EAST P&P 4 12 C.4.4 2ND EAST P&P 5 13 C.5.0 MOODY RD P&P 1 14 C.5.1 MOODY RD P&P 2 15 C.5.2 MOODY RD P&P 3 16 C.6.0 TETON RIVER TEMPLE ST P&P 1 17 C.6.1 TETON RIVER TEMPLE ST P&P 2 18 C.6.2 TETON RIVER TEMPLE ST P&P 3 19 C.7.0 TEMPLE VIEW DR P&P 1 20 C.7.1 TEMPLE VIEW DR P&P 2 21 C.7.2 TEMPLE VIEW DR P&P 3 22 C.8.0 WEST CHURCH DR P&P 1 23 C.8.1 WEST CHURCH DR P&P 2 24 C.8.2 WEST CHURCH DR P&P 3 25 C.8.3 WEST CHURCH DR P&P 4 26 C.9.0 TYPICAL CROSS SECTION DETAILS 27 C.9.1 PEDESTRIAN CROSSING & TURNAROUND DETAILS 28 C.9.2 DRAINAGE & BASIN DETAILS 29 C.10.0 IRRIGATION P&P 1 30 C.10.1 IRRIGATION P&P 2 31 C.10.2 IRRIGATION P&P 3 32 C.10.3 IRRIGATION P&P 4 33 C.10.4 IRRIGATION P&P 5 34 C.10.5 IRRIGATION DETAILS 35 C.11.0 2ND EAST STRIPING EXISTING CONDITIONS 36 C.11.1 2ND EAST OVERALL STRIPING PLAN 37 C.12.0 EROSION CONTROL 38 C.13.0 PHASING PLAN 39 C.14.0 OVERALL STANDARD DETAILS 40 L.1.0 OVERALL LANDSCAPE PLAN 41 L.1.1 2ND EAST - LANDSCAPE PLAN 42 L.1.2 2ND EAST - LANDSCAPE PLAN 43 L.1.3 MOODY ROAD - LANDSCAPE PLAN 44 L.1.4 MOODY ROAD - LANDSCAPE PLAN 45 L.1.5 TETON RIVER TEMPLE DR - LANDSCAPE PLAN 46 L.1.6 TETON RIVER TEMPLE DR - LANDSCAPE PLAN 47 L.1.7 TEMPLE VIEW DR - LANDSCAPE PLAN 48 L.1.8 TEMPLE VIEW DR - LANDSCAPE PLAN 49 L.1.9 WEST CHURCH DR - LANDSCAPE PLAN 50 L.1.10 WEST CHURCH DR - LANDSCAPE PLAN 51 L.2.0 LANDSCAPE DETAILS PAGE 52 L.3.0 IRRIGATION SPECIFICATIONS UTILITIES: POWER- ROCKY MOUNTAIN POWER GAS- INTERMOUNTAIN GAS SEWER- CITY OF REXBURG WATER- CITY OF REXBURG OWNER: THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 EAST NORTH TEMPLE 2WW SALT LAKE CITY, UT 84150 CONTACT: DAVE CHANNER REVISIONS REV No.NAME DATE OF REV DESCRIPTION # 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 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#3 ELEV: 4,874.419' N: 797,946.4720' E: 757,066.7660' FOUND: PLCAP CP# BASIS OF BEARING CONTROL POINTS SURVEY NOTE APPLICANT: JRW & ASSOCIATES 1152 BOND AVENUE REXBURG, IDAHO 83440 (208)359-2309 CONTACT: JOHNNY WATSON ENGINEER: HORROCKS ENGINEERS 2194 SNAKE RIVER PKWY., SUITE 205 IDAHO FALLS, ID 83402 (208)522-1223 CONTACT: CADEN FUHRIMAN ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 CO V E R S H E E T TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 1 C.1.0H O R R O C K S E N G I N E E R S 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_NOTES.dwg - C.1.1 GENERAL NOTES - 2/16/2024 08:20am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 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(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 CITY OF IDAHO FALLS 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. 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. 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. 4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED. 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 ·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC -2020). ·IDAHO DEQ TECHNICAL GUIDANCE MANUAL ·CITY OF REXBURG ENGINEERING STANDARDS (ISPWC SUPPLEMENT - 2022) 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: MATT BRADLEY 645 WEST 25TH ST. IDAHO FALLS, IDAHO 83402 MATTB@MUSGROVEPA.COM (208) 523-2862 MUSGROVE ENGINEERING (OFFSITE ELECTRICAL) 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 - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 GE N E R A L N O T E S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 2 C.1.1 CONTACT: RYAN MCGIBBON 1122 INDUSTRY ST. EVERETT, WASHINGTON 98203 (503) 278-9587 WESTERN SYSTEMS INC. - 2020). 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.2_LEGEND.dwg - C.1.2 LEGEND - 2/16/2024 07:12am, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 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 NOTE: NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 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 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 CABLE TV 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 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 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 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 POWER PROPOSEDEXISTING OHP OHPOVERHEAD 3'' BEL 3'' BEL A-4/0 A-4/0 A-4/0 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 ABC-4/0 ABC-4/0 ABC-750 SEC SEC SL SL SL A-1/0A-1/0A-1/0 A-4/0A-4/0A-4/0 B-1/0B-1/0 B-4/0B-4/0B-4/0 C-1/0C-1/0 C-4/0C-4/0 ABC-4/0ABC-4/0 ABC-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 UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 1'' G 1'' G 2'' G 2'' G 6'' G 6'' G 8'' G 8'' G 12'' G 12'' G GAS PROPOSEDEXISTING G GUNKNOWN 4'' G 4'' G 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 12 INCH 3 INCH HPG HPGHIGH PRESSURE 72'' SD 72'' SDLAND DRAIN FILL FILL LOD LOD GB GB GB HWM HWM 1YR HWM 5YR HWM 10YR CUT CUT CUT HWM 25YR HWM 50YR HWM 100YR 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 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 LTG LTG PED PED DET DET EXISTING/PROPOSED TRAFFIC SIGNAL - DETECTION CONDUIT PSH PSH 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 TRAFFIC SIGNAL - SIGNAL CONDUIT D00 G1 35 50 65 80 90 93 99 00 Z D00 66 36 81 51 91 94 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.#.# SHEET C.#.# 4000 4002 C. # . # DE T A I L # (TYPICAL SECTION DETAIL) BO WM CURB AND GUTTER DEMO EX CONDITIONS CONTROL POINT LANDSCAPE DEMO ## A # LINE1 NONE ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 LE G E N D TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 3 C.1.2 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 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 E A 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 E A 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' L 1 6 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 L12 S8 9 ° 4 5 ' 5 3 " W 12 4 0 . 9 7 ' L 6 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 ' L 8 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- H O R R O C K S E N G I N E E R S N0150'300' 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 POINT OF BEGINNINGP.O.B. 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 (MONUMENTED BASIS OF BEARINGS) 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 - 2/15/2024 03:00pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 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 PLAT SHOWN HEREON FOR HORIZONTAL CONTROL REFERENCE PURPOSES 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 WITNESS CORNERW.C. 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 MOUNTAIN GOLD INCHARRIS FAMILY TRUST 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 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 FI N A L P L A T TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 4 C.1.3 NOT A PART SHEET 1 of 2 39.90' 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y toptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptop top top top top top top top top top top toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe gggggggggggggggggggggggggggg t o p t o p t o p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p to p to p to p to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e t o e to e toe toe toe toe toe toetoptoptoptoptoptoptoptop top t o e t o e t o e t o e t o e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e toe toe toe toe toe toe toe toe toe toe toetoetoetoetoetoe toe toe toe toe toe toe to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e toe toe toe toe toe toe toe toe toe toe toe toe toe to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p top top top top top top top top top top top top top top top top top to p t o p to p to p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p t o p t o p t o p t o e toetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoe toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe t o p t o p t o p toptoptoptoptoptoptop toptoptoptoptop to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp irir S sdsdsd sd sd sdsd toetoe top top top toptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptop S0°14'02"E 1029.00' S0°14'02"E 200.00' S89°38'58"W 225.00' S89°38'58"W 250.00' S89°38'58"W 150.00' S8 9 ° 3 8 ' 5 8 " W 1 1 9 0 . 0 0 ' N8 9 ° 4 5 ' 5 8 " E 2 1 7 . 0 0 ' S8 9 ° 4 5 ' 5 8 " W 2 1 7 . 0 0 ' N0°14'02"W 200.00'N0°14'02"W 200.00' N89°38'58"E 225.00' N0°21'02"W 199.97'S8 9 ° 3 8 ' 5 3 " W 1 5 0 . 0 0 ' N0°21'02"W 199.96' N8 9 ° 4 4 ' 5 3 " E 1 6 3 8 . 0 5 ' S5°54'22"E 610.6 3 ' N89°45'53"E 33.00' A=67.31 R=3154.050 D=1°13'22" C=67.31 CB=N56° 19' 47"E N0°14'07"W 2581.81' 4878 4878 4878 4 8 7 8 4 8 7 8 4878 4878 48 7 8 4878 4878 4878 4878 4878 4877 4877 4 8 7 7 48 7 6 4876 4877 4877 4877 4877 4876 487 5 4 8 7 5 4875 4 8 7 5 487 4 4875 4 8 7 6 487 6 4 8 7 6 4876 48 7 7 48 7 7 4877 4877 4877 487 7 4878 48 7 9 48 7 9 4879 487 8 487 6 4876 4876 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.2.0_EX & DEMO.dwg - C.2.0 EXISTING CONDITIONS & DEMO - 2/15/2024 03:01pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. 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. DEMOLITION/EXISTING KEY NOTES: EXISTING APPROACH EXISTING ASPHALT EXISTING CURB & GUTTER EXISTING STORM DRAIN STRUCTURE OVERHEAD POWER (REMOVE AND REPLACE BY OTHERS) POWER POLE (REMOVE, REPLACE AND RELOCATE BY OTHERS) EXISTING CULVERT EXISTING FENCE EXISTING INTERSECTION TRAFFIC LIGHTS EXISTING BUILDINGS AND CORRESPONDING STRUCTURES EXISTING IRRIGATION LINE AND CORRESPONDING IRRIGATION BOXES/ STRUCTURES EXISTING BURIED ELECTRICAL EXISTING DITCH CROSSING EXISTING ELECTRICAL BOX EXISTING USER DITCH EXISTING IRRIGATION HEAD GATE EXISTING WATER WELL (VERIFY LOCATION) EXISTING TREES AND SHRUBS D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 D13 D14 D15 D16 D17 CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE PROTECT IN PLACE NOTES: EXISTING APPROACH EXISTING CURB AND GUTTER EXISTING ASPHALT EXISTING BURIED ELECTRIC EXISTING SANITARY SEWER LINE EXISTING SEWER MANHOLE EXISTING OVERHEAD POWER LINE EXISTING POWER POLE EXISTING BUILDING & CORRESPONDING STRUCTURES EXISTING INTERSECTION TRAFFIC LIGHTS EXISTING GAS LINE AND CORRESPONDING GAS VALVE EXISTING ELECTRICAL BOX EXISTING TELECOMMUNCATIONS BOX EXISTING FENCE EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN INLET EXISTING WATER LINE AND CORRESPONDING VALVES EXISTING STRIPING P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 - 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#3 ELEV: 4,874.419' N: 797,946.4720' E: 757,066.7660' FOUND: PLCAP CP# SHEET NOTE BASIS OF BEARING CONTROL POINTS SURVEY NOTE H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100' P01P01 P02 P02 P03 P03 P03 P04 P04 P04 P06 P05 P04 P07 P08 P14 P14 P07 P08 P07 P08 P08 P07 P08 P07P07 P07 P07 P07 P07 P07 P08 P08P08 P08 P08P08P08 P08 P08P08 P08 P09 P10 P10P11P11 P11 P11P11 P12 P15 P15 P15 P15 P16 P17 P16 P17 P16 P17 P16 P17 P16 P17 P16 P17 P08 P01 D01 D01 D02 D02 D02 D02D02D02 D03 D03 D03 D04 D04 D06 D06 D05 D05 D05 D05 D06 D05 D05 D08 D08 D08 D07 D07 P10 P18 D10 D10 D11 D11 D11 D11 D12 D11 D12 D12 D12 D12 D11 D11 ALL TREES, SHRUBS, AND LANDSCAPE ON THIS PROPERTY TO BE REMOVED ±79,964 SF TOTAL ASPHALT TO BE REMOVED ±79,964 SF TOTAL ASPHALT TO BE REMOVED ±79,964 SF TOTAL ASPHALT TO BE REMOVED P11 P11 P11 D14 P19P19P19 CP#3 CP#1 CP#2 2ND EAST MO O D Y R D THIS LIGHT POLE TO REMOVED AND RELOCATED (BY CONTRACTOR) D15 D15 D15 D15 D15 D15 IRRIGATION DITCH TO BE REMOVED AND RELOCATED D15 D16 D16 CONTRACTOR TO FIELD VERIFY FOR ADDITIONAL IRRIGATION STRUCTURES FOR DEMO TE T O N I S L A N D C A N A L APPROXIMATE CANAL RIGHT OF WAY APPROXIMATE CANAL RIGHT OF WAY APPROXIMATE CANAL RIGHT OF WAY D17 D17 D17 D13 D13 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 EX I S T I N G C O N D I T I O N S & D E M O TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 5 C.2.0 1 28.49 AC BLOCK 3 2 9.60 AC BLOCK 3 1 14.38 AC BLOCK 4 1 22.48 AC BLOCK 2 1 19.33 AC BLOCK 1 TEMPORARY TURN AROUND EASEMENT 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4878 487 7 4876 4877 4877 4876 487 6 4 8 7 5 4878 4876 4876 4876 4 8 7 8 4880 48 8 0 48 7 8 48 7 8 4 8 7 7 4875 4875 48 8 3 48 7 5 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.0_SITE KEY MAP.dwg - C.3.0 OVERALL SITE PLAN & KEYMAP - 2/15/2024 03:03pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100'2ND EAST PLAN AND PROFILE 1 SHEET C.4.0 2ND EAST PLAN AND PROFILE 2 SHEET C.4.1 2ND EAST PLAN AND PROFILE 3 SHEET C.4.2 2ND EAST PLAN AND PROFILE 4 SHEET C.4.3 2ND EAST PLAN AND PROFILE 5 SHEET C.4.4 WEST CHURCH DR PLAN AND PROFILE 2 SHEET C.8.1 WEST CHURCH DR PLAN AND PROFILE 3 SHEET C.8.2 TEMPLE VIEW DR PLAN AND PROFILE 1 SHEET C.7.0 TEMPLE VIEW DR PLAN AND PROFILE 2 SHEET C.7.1 TEMPLE VIEW DR PLAN AND PROFILE 3 SHEET C.7.2 TE T O N R I V E R T E M P L E S T PL A N A N D P R O F I L E 3 SH E E T C . 6 . 2 TE T O N R I V E R T E M P L E S T PL A N A N D P R O F I L E 2 SH E E T C . 6 . 1 TE T O N R I V E R T E M P L E S T PL A N A N D P R O F I L E 1 SH E E T C . 6 . 0 MO O D Y R D PL A N A N D P R O F I L E 3 SH E E T C . 5 . 2 MO O D Y R D PL A N A N D P R O F I L E 2 SH E E T C . 5 . 1 MO O D Y R D PL A N A N D P R O F I L E 1 SH E E T C . 5 . 0 2ND EAST - IRR P&P 5 - SHEET C.10.4 2ND EAST - IRR P&P 4 - SHEET C.10.3 2ND EAST - IRR P&P 3 - SHEET C.10.2 2ND EAST - IRR P&P 2 - SHEET C.10.1 2ND EAST - IRR P&P 1 - SHEET C.10.0 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 OV E R A L L S I T E P L A N & K E Y M A P TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 6 C.3.0 WEST CHURCH DR PLAN AND PROFILE 1 SHEET C.8.0 WEST CHURCH DR PLAN AND PROFILE 4 SHEET C.8.3 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y gggggggggggggggggggggggggggg t o p t o p t o p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p to p to p to p t o e t o e t o e t o e t o e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p t o p t o p t o p t o e t o p t o p t o p toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp S sd sdsd sd sd sdsd toetoe top top 27 8 . 9 ' 36 5 . 2 ' 28 3 . 9 ' 33 7 . 2 ' 32 9 . 4 ' 381.8'400'399.9'344.1' 391.3'397.1'399.1'338.2' 28 7 . 9 ' 31 0 . 9 ' 31 1 . 1 ' 37 5 . 7 ' 26 7 ' 394.6' 399.9' 396.3'398'384'382.7'359.5'264.4' 247.3' 19 3 . 6 ' 15 3 . 4 ' efo e fo efo e fo efo e fo e fo e fo e fo e fo e fo e fo e fo e fo e fo efo efo efo e fo efo efo efo 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W s ss S SS S SS S SS S SS S S S S S S SS SS S S SSSSS SS S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IRR IRR IRR 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SD 8' ' W 8' ' W S SS S 8' ' W SS S SS S SS S SS S S SS S SS S SS S SS S S S S SSS SSS SSS SSS SSS S S S S S SS SSS SSS SSS SSS S SS IR IR IR IR IR IR IR SD SD SD e fo BE L BELBELBELBELBELBEL BF O BF O BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BEL BE L BEL BE L BE L BE L BE L BE L BE L BE L BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O B F O BFOBFOBFOBFO BF O BFOBFOBFOBFO BELBELBELBELBELBEL BELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BELBFOBFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O BF O BF O B F O BE L BF O BF O BF O BF O BF O BF O BF O BE L BE L H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.1_OVERALL ELECTRICAL PLAN.dwg - C.3.1 OVERALL ELECTRICAL LAYOUT - 2/15/2024 03:05pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100' MISCELLANEOUS KEYNOTES LIGHT POLE, ELECTRICAL BOX, FIBER OPTIC BOX, AND ALL CORRESPONDING CONNECTIONS. REFER TO SHEET C.14.0 FOR LIGHT POLE FOUNDATION DETAILS. A A A A A A A A A A AAA A A A A A A A -ALL LIGHT POLES SPACED 400' OR LESS FROM EACH OTHER SHEET NOTE A A A ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 OV E R A L L E L E C T R I C A L L A Y O U T TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 7 C.3.1 A PROPOSED SIGNAL POLE LOCATION -SEE SIGNAL POLE NOTE, THIS SHEET SIGNAL POLE NOTE: 1.SIGNAL POLE BASE TO BE INSTALLED PER ITD STD 619-1 SHEET 1 & 2. FOUND ON SHEET C.14.0 2.CONTRACTOR TO ERECT SIGNAL POLE TO SIGNAL POLE BASE 3.CONTRACTOR TO CONNECT POWER TO SIGNAL POLE 4.CONTRACTOR TO COORDINATE WITH CITY OF REXBURG AND WESTERN SYSTEMS TO PROGRAM SIGNAL LIGHT 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y El e v a t i o n 4850 4860 4870 4880 4890 4900 6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00 7+00 48 9 8 . 6 1 48 9 7 . 4 6 8+00 48 9 5 . 8 2 48 9 3 . 9 7 9+00 48 9 2 . 6 7 48 9 0 . 9 5 10+00 48 8 9 . 2 9 48 8 7 . 7 2 11+00 48 8 6 . 1 7 48 8 4 . 5 4 12+00 48 8 3 . 5 6 48 8 1 . 2 9 13+00 48 8 1 . 9 1 48 8 0 . 1 3 GRADE BREAK STA = 6+74.81 CL ELEV = 4899.15 GR A D E B R E A K S T A = 1 0 + 0 0 . 0 0 CL E L E V = 4 8 8 9 . 2 9 GR A D E B R E A K S T A = 1 1 + 0 0 . 0 0 CL E L E V = 4 8 8 6 . 1 7 GR A D E B R E A K S T A = 1 3 + 0 0 . 0 0 CL E L E V = 4 8 8 1 . 9 1 GRADE BREAK STA = 9+00.00 CL ELEV = 4892.67 GRADE BREAK STA = 7+92.31 CL ELEV = 4896.07 -2.77% -3.38% -3.28% -2.95% -1.50% -3.15% -2.16% -2.76% 2ND EAST PROFILE 1 STATION EXISTING SURFACE PROPOSED SURFACE LOW PT STA: 12+50.00 LOW PT ELEV: 4882.65 PVI STA:12+00.00 PVI ELEV:4883.40 K:78.33 LVC:100.00 BV C S : 1 1 + 5 0 . 0 0 BV C E : 4 8 8 4 . 7 9 EV C S : 1 2 + 5 0 . 0 0 EV C E : 4 8 8 2 . 6 5 gggggggggggggggg to p to p to p t o p t o p t o p toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp 7+00 8+00 9+00 10+00 11+00 12+00 13+00PI : 7 + 9 2 . 3 1 5' 23 ' 7+00 8+00 9+00 10+00 11+00 12+00 13+00PI : 7 + 9 2 . 3 1 IR IRR IRR IRR IRR efo BEL BEL BEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFO TBC: 4896.42 TOC: 4893.62 TOC: 4893.70 TOA:4896.06 METOA:4896.18 TOA:4898.68 3.7%3.3% 3. 6 % 2 . 7 % 2.1 % 3. 9 % 4 8 9 1 4 8 9 0 4 8 8 9 4 8 8 8 4 8 8 7 4 8 8 5 4 8 8 4 4 8 8 3 4 8 9 2 4 8 9 3 4 8 9 4 4 8 9 5 48 9 6 4 8 9 7 4 8 9 9 4 8 8 1 4883 4886 4889 4892 4895 489 5 4881 489 5 48 9 2 4 8 9 1 48 8 9 4 8 8 9 4 8 8 6 488 4 4 8 8 4 4 8 8 5 4889 4884 4883 4881 4878 3.2%2.8%1.8% TBC: 4889.65 TBC: 4886.53 TBC: 4882.26 100' VERTICAL CURVE 3. 5 % 1.5%2.5% 3. 2 % 2 . 8 % TBC: 4883.01TBC: 4885.14 METOA:4889.78 METOA:4886.67 TOA:4889.29 TOA:4886.17 TOA:4882.65TOA:4884.79 METOA:4883.20METOA:4885.27 3.3% 2. 0 % 2. 0 % 2. 0 % 2. 2 % 4850 4860 4870 4880 4890 4900 35+50 3 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0_2ND EAST P&P 1.dwg - C.4.0 2ND EAST P&P 1 - 2/16/2024 09:55am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 4 . 1 2ND EAST C.9.0 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD. 5. REFERENCE C.11.0 FOR STRIPING EXHIBIT 6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTE 05 PROPOSED GUARD RAIL ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T P & P 1 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 8 C.4.0 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE TYPICAL SECTION 3: SEE STATION 08+00 THROUGH 13+00 SEE STATION 18+00 THROUGH 26+00 ALL STRIPING DETAILS SHOWN ON SHEET C.11.0 - C.11.1 ALL IRRIGATION DETAILS SHOWN ON SHEET C.10.0 - C.10.5 MATCH EXISTING ELEVATION FOR PAVEMENT TIE IN 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 13+00 14+00 15+00 16+00 17+00 18+00 19+00 13+00 48 8 1 . 9 1 48 8 0 . 1 3 14+00 48 8 0 . 8 7 48 7 8 . 5 2 15+00 48 8 0 . 2 4 48 7 9 . 6 1 16+00 48 7 9 . 7 9 48 7 8 . 8 2 17+00 48 8 0 . 1 2 48 7 7 . 8 5 18+00 48 8 0 . 3 6 48 7 9 . 4 2 19+00 48 7 9 . 9 7 48 7 6 . 0 6 GR A D E B R E A K S T A = 1 8 + 6 5 . 7 3 CL E L E V = 4 8 8 0 . 0 9 GR A D E B R E A K S T A = 1 3 + 0 0 . 0 0 CL E L E V = 4 8 8 1 . 9 1 GR A D E B R E A K S T A = 1 7 + 4 9 . 9 6 CL E L E V = 4 8 8 0 . 3 7 GR A D E B R E A K S T A = 1 4 + 6 5 . 0 0 CL E L E V = 4 8 8 0 . 4 0 GR A D E B R E A K S T A = 1 6 + 1 8 . 4 5 CL E L E V = 4 8 7 9 . 7 1 -0.50%-0.01% -1.50% -1.18% 0.50% -0.71% -0.45%-0.45%-0.65% ↕ 3.00' (SD)↕ 3.00' (SD) ST A : 1 6 + 1 8 . 4 5 ( L T 1 . 5 0 SD I N L E T - A RI M : 4 8 7 9 . 6 0 IN V O U T : 4 8 7 6 . 6 0 - 1 2 " ( W ) ST A : 1 8 + 9 0 . 7 5 ( L T 1 . 5 0 SD I N L E T - B RI M : 4 8 7 9 . 8 2 IN V O U T : 4 8 7 6 . 8 2 - 1 2 " ( W ) 12" WATER MAINLINE CROSSING 2ND EAST PROFILE 2 STATION EXISTING SURFACEPROPOSED SURFACE 6' SEPARATION MINIMUM ggggggggggggggggggggggggg toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp pp pp pp pp sdsd 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PI : 1 3 + 6 9 . 9 6 PI : 1 5 + 4 9 . 9 6 PI : 1 7 + 4 9 . 9 6 P I : 1 8 + 5 9 . 7 3 PI : 1 8 + 6 5 . 7 3 6.5' 23 . 1 ' 5' 180' 124.6' 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PI : 1 3 + 6 9 . 9 6 PI : 1 5 + 4 9 . 9 6 PI : 1 7 + 4 9 . 9 6 P I : 1 8 + 5 9 . 7 3 PI : 1 8 + 6 5 . 7 3 SD SD IR IRR IRR IRIRRIRRIRRIRRIRR IRIRR efo e fo BEL BFOBFO BEL BEL BE L BEL BEL BEL BEL BEL BEL BF O BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBF O BFOBFOBFOBFOBFOBFOBFOBFO 7LF OF 12" S.D. @ 2.15% 5LF OF 12" S.D. @ 0.00% TBC: 4880.37 TOC: 4880.08 TOC: 4879.99 TOC: 4880.16 TOC: 4880.57 TOC: 4880.54 TBC: 4880.44 TOC: 4880.62 TOC: 4880.70 TOC: 4880.16 TOC: 4880.08 TOC: 4879.99 TOC: 4879.62 TOA:4879.63 TBC: 4881.44 TOG: 4879.60 TBC: 4880.07 TBC: 4880.72 TBC: 4880.75 1 5 ' P. U . E . STA: 16+18.45 SD INLET-A RIM: 4879.60 INV OUT: 4876.60 12" (W) STA: 16+18.45 SDMH-A RIM: 4880.16 INV IN: 4876.44 12" (E) INV OUT: 4876.44 12" (S) INV OUT: 4876.44 12" (N) R1 8 . 7 ' R18.3' R23 . 5 ' 5' 1 4 . 5 ' 5' 7.9' 10 . 2 ' 10.2'9.7 ' 1 1 . 1 ' 8.3' 9.3 ' 8.7' R 2 3 . 5 ' R 3 0 ' 6 . 5 ' 5' 7.6' 8.7 ' 8.8' 5'6.5' 8 . 1 ' 6' 6 . 9 ' R3 0 ' 5LF OF 12" S.D. @ 0.00% 1 . 9 % 1 . 5 % 2. 2 % 1.7 % 1.9 % 2 . 1 % 1.3% 0.6% 0.4%0.5% R 1 8 . 5 ' 4882 4 8 8 2 4881 48 8 1 4880 48 8 0 4879 4881 4879 0.5% 0.7%0.5% METOA:4880.81 TOA:4880.37 METOA:4880.93 TOA:4880.65 4878 4 8 8 2 488 1 4878 4881 TOA:4881.91 METOA:4882.39 TBC: 4882.26 TOA:4879.71 TOG: 4879.82 TBC: 4880.28 TOA:4879.93 METOA:4880.65 2. 0 % 3. 0 % 1. 5 % 3. 0 % 124.1' 6. 3 ' 6. 3 ' El e v a t i o n 4850 4860 4870 4880 4890 4900 6+50 4850 4860 4870 4880 4890 4900 35+50 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.1_2ND EAST P&P 2.dwg - C.4.1 2ND EAST P&P 2 - 2/16/2024 09:59am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 4 . 2 SH E E T C . 4 . 0 2ND EAST SHEET C.6.2 TE T O N R I V E R T E M P L E S T C.9.0 1 C.9.0 3 66 67 67 68 02 02 02 02 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T P & P 2 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 9 C.4.1 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 03 SHEET NOTE 04 SEE SHEET C.4.2 FOR INFILTRATOR DETAILS 41 TYPICAL SECTION 1: SEE STATION 13+00 THROUGH 18+00 SEE STATION 30+00 THROUGH 34+00 TYPICAL SECTION 3: SEE STATION 08+00 THROUGH 13+00 SEE STATION 18+00 THROUGH 26+00 C.9.0 3 TYPICAL SECTION 3: SEE STATION 08+00 THROUGH 13+00 SEE STATION 18+00 THROUGH 27+00 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD. 5. REFERENCE C.11.0 FOR STRIPING EXHIBIT 6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS ALL IRRIGATION DETAILS SHOWN ON SHEET C.10.0 - C.10.5 ALL STRIPING DETAILS SHOWN ON SHEET C.11.0 - C.11.1 67 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y Station 2ND PROFILE 19+00 20+00 21+00 22+00 23+00 24+00 19+00 48 7 9 . 9 7 48 7 6 . 0 6 20+00 48 7 9 . 9 0 48 7 5 . 8 1 21+00 48 7 9 . 8 0 48 7 5 . 9 2 22+00 48 7 9 . 4 6 48 7 6 . 3 3 23+00 48 7 9 . 7 3 48 7 5 . 7 4 24+00 48 7 9 . 2 7 48 7 5 . 6 8 GR A D E B R E A K S T A = 1 8 + 6 5 . 7 3 CL E L E V = 4 8 8 0 . 0 9 GR A D E B R E A K S T A = 2 3 + 9 5 . 8 6 CL E L E V = 4 8 7 9 . 2 5 GR A D E B R E A K S T A = 2 2 + 0 6 . 9 4 CL E L E V = 4 8 7 9 . 4 3 GR A D E B R E A K S T A = 2 0 + 5 9 . 9 9 CL E L E V = 4 8 7 9 . 6 0 -0.50%0.50%0.50%-0.50%0.50%-0.50%-0.65%0.50% ↕ 3.00' (SD)↕ 3.00' (SD)↕ 3.00' (SD)↕ 3.00' (SD) ST A : 1 8 + 9 0 . 7 5 ( L T 1 . 5 0 SD I N L E T - B RI M : 4 8 7 9 . 8 2 IN V O U T : 4 8 7 6 . 8 2 - 1 2 " ( W ) ST A : 2 0 + 6 0 . 0 0 ( L T 1 . 5 0 SD I N L E T - C RI M : 4 8 7 9 . 4 9 IN V O U T : 4 8 7 6 . 4 9 - 1 2 " ( W ) ST A : 2 2 + 0 6 . 9 4 ( L T 1 . 5 0 SD I N L E T - D RI M : 4 8 7 9 . 3 2 IN V O U T : 4 8 7 6 . 3 2 - 1 2 " ( W ) ST A : 2 3 + 9 5 . 8 6 ( L T 1 . 5 0 SD I N L E T - E RI M : 4 8 7 9 . 1 4 IN V O U T : 4 8 7 6 . 1 4 - 1 2 " ( W ) 2ND EAST PROFILE 3 STATION EXISTING SURFACE PROPOSED SURFACE gggggggggggggggggggggggg toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp pp pp ppsd sd sd sd 19+00 20+00 21+00 22+00 23+00 24+00 P I : 1 8 + 5 9 . 7 3 PI : 1 8 + 6 5 . 7 3 23 . 1 ' 5' 67.7' 6. 2 ' 67.7' 6. 2 ' 67.7' 6. 2 ' 4879 4880 4880 4880 4880 4880 4880 4880 19+00 20+00 21+00 22+00 23+00 24+00 P I : 1 8 + 5 9 . 7 3 PI : 1 8 + 6 5 . 7 3 SD SD SD SD efo BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO BF O 5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00%20LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% TOC: 4880.57 TOC: 4880.54 TOG: 4879.82 TOG: 4879.49 TOG: 4879.32 TOG: 4879.14 TBC: 4880.28 TBC: 4879.96 TBC: 4879.78 TBC: 4879.60 15 ' P. U . E . STA: 18+90.75 SDMH-B RIM: 4880.57 INV IN: 4876.62 12" (E) INV OUT: 4876.52 12" (S) STA: 18+90.75 SD INLET-B RIM: 4879.82 INV OUT: 4876.82 12" (W) STA: 20+60.00 SD INLET-C RIM: 4879.49 INV OUT: 4876.49 12" (W) STA: 20+60.00 SDMH-C RIM: 4880.24 INV IN: 4876.29 12" (E) INV OUT: 4876.19 12" (S) STA: 22+06.94 SDMH-D RIM: 4880.07 INV IN: 4876.12 12" (E) INV OUT: 4876.02 12" (S) STA: 22+06.94 SD INLET-D RIM: 4879.32 INV OUT: 4876.32 12" (W) STA: 23+95.86 SD INLET-E RIM: 4879.14 INV OUT: 4876.14 12" (W) STA: 23+95.86 SDMH-E RIM: 4879.89 INV IN: 4875.94 12" (E) INV OUT: 4875.84 12" (S) 8.7 ' 32.1' 6. 2 ' METOA:4880.34 METOA:4880.54 TOA:4880.17 METOA:4880.25 TOA:4879.88 METOA:4880.15 METOA:4880.18 TOA:4879.80 METOA:4879.96 0.6%0.5%0.5%0.5%0.5%0.5% 2 . 8 % 1. 7 % 1 . 6 % 2 . 7 % 2. 9 % 1.6 % 1. 6 % 1. 6 % TOC: 4880.73 TOC: 4880.81 4880 4 8 8 0 TOA:4879.25 TOA:4879.42 TOA:4879.60TOA:4879.93 TBC: 4880.53 TBC: 4880.24 TBC: 4880.16 3. 0 % 1. 6 % 3. 0 % 1. 5 % 3. 0 % 1. 5 % El e v a t i o n 4850 4860 4870 4880 4890 4900 6+50 4850 4860 4870 4880 4890 4900 35+50 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.2_2ND EAST P&P 3.dwg - C.4.2 2ND EAST P&P 3 - 2/16/2024 10:11am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 4 . 3 SH E E T C . 4 . 1 2ND EAST C.9.0 3 66 66 6666 67 6767 67 67 67 67 67 68686868 APPROXIMATE CANAL RIGHT OF WAY ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T P & P 3 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 10 C.4.2 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE SHEET NOTE TYPICAL SECTION 3: SEE STATION 08+00 THROUGH 11+00 SEE STATION 18+00 THROUGH 27+00 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD. 5. REFERENCE C.11.0 FOR STRIPING EXHIBIT 6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS ALL IRRIGATION DETAILS SHOWN ON SHEET C.10.0 - C.10.5 ALL STRIPING DETAILS SHOWN ON SHEET C.11.0 - C.11.1 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 25+00 26+00 27+00 28+00 29+00 30+00 31+00 25+00 48 7 9 . 2 6 48 7 5 . 4 5 26+00 48 7 9 . 2 9 48 7 5 . 5 0 27+00 48 7 9 . 0 2 48 7 5 . 2 3 28+00 48 7 8 . 9 2 48 7 5 . 1 6 29+00 48 7 8 . 4 9 48 7 4 . 9 1 30+00 48 7 8 . 4 8 48 7 5 . 0 1 31+00 48 7 7 . 9 5 48 7 7 . 1 7 GR A D E B R E A K S T A = 3 0 + 9 5 . 4 7 CL E L E V = 4 8 7 7 . 9 2 GR A D E B R E A K S T A = 2 9 + 3 8 . 5 8 CL E L E V = 4 8 7 8 . 2 9 GR A D E B R E A K S T A = 2 6 + 5 7 . 7 7 CL E L E V = 4 8 7 9 . 0 3 GR A D E B R E A K S T A = 2 7 + 6 0 . 1 5 CL E L E V = 4 8 7 8 . 7 2 GR A D E B R E A K S T A = 2 5 + 4 7 . 0 6 CL E L E V = 4 8 7 9 . 0 3 0.50% -0.59%0.50%-0.50% 0.50%-0.50%0.50%-0.50%-0.50% ↕ 3.00' (SD)↕ 3.00' (SD)↕ 3.00' (SD) ↕ 3.00' (SD) ↕ 3.00' (SD) ST A : 2 5 + 4 7 . 0 6 ( L T 1 . 5 0 SD I N L E T - F RI M : 4 8 7 8 . 9 2 IN V O U T : 4 8 7 5 . 9 2 - 1 2 " ( W ) ST A : 2 6 + 5 7 . 7 8 ( L T 1 . 5 0 SD I N L E T - G RI M : 4 8 7 8 . 9 2 IN V O U T : 4 8 7 5 . 9 2 - 1 2 " ( W ) ST A : 2 7 + 6 0 . 1 5 ( L T 1 . 5 0 SD I N L E T - H RI M : 4 8 7 8 . 6 1 IN V O U T : 4 8 7 5 . 6 1 - 1 2 " ( W ) ST A : 2 9 + 3 8 . 5 8 ( L T 1 . 5 0 SD I N L E T - I RI M : 4 8 7 8 . 1 8 IN V O U T : 4 8 7 5 . 1 8 - 1 2 " ( W ) ST A : 3 0 + 9 5 . 2 8 ( L T 1 . 4 9 SD I N L E T - J RI M : 4 8 7 7 . 8 1 IN V O U T : 4 8 7 4 . 8 1 - 1 2 " ( W ) 2ND EAST PROFILE 4 STATION EXISTING SURFACE PROPOSED SURFACE ggggggggggggggggggggggggg toe toe toe ppsd 25+00 26+00 27+00 28+00 29+00 30+00 31+00 PI : 2 5 + 5 0 . 7 7 PI : 2 6 + 5 1 . 7 7 PI : 2 9 + 8 9 . 0 5 23 ' 5' 40' 5' 23 ' R3 0 ' R 3 0 ' 337.3' 67.7' 6. 3 ' 39.2' 6. 2 ' 53.4' 6. 2 ' 6. 2 ' 74.8' 6. 2 ' 81.9' 25+00 26+00 27+00 28+00 29+00 30+00 31+00 PI : 2 5 + 5 0 . 7 7 PI : 2 6 + 5 1 . 7 7 PI : 2 9 + 8 9 . 0 5 SD SD SD SD SD efo efo BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 12LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00%5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% TOG: 4878.92 TBC: 4879.09 TBC: 4879.41 TOG: 4878.92 TBC: 4879.40 TBC: 4879.10 TOG: 4878.61 TOG: 4878.19 TOG: 4877.84 TBC: 4878.90 TBC: 4879.38 TBC: 4879.38 TBC: 4879.07 TBC: 4878.65 TBC: 4878.28 DTBC:4878.67 DTBC:4878.64 DTBC:4878.66 DTBC:4878.63 TBC: 4879.48 15 ' P. U . E . STA: 30+96.17 SDMH-J RIM: 4878.45 INV IN: 4874.69 12" (E) INV OUT: 4874.59 12" (N) STA: 30+95.28 SD INLET-J RIM: 4877.81 INV OUT: 4874.81 12" (W) STA: 25+47.06 SDMH-F RIM: 4879.67 INV IN: 4875.72 12" (E) INV OUT: 4875.62 12" (N) STA: 25+47.06 SD INLET-F RIM: 4878.92 INV OUT: 4875.92 12" (W) STA: 26+57.78 SDMH-G RIM: 4879.67 INV IN: 4875.72 12" (E) INV OUT: 4875.62 12" (S) STA: 26+57.78 SD INLET-G RIM: 4878.92 INV OUT: 4875.92 12" (W) STA: 27+60.15 SDMH-H RIM: 4879.36 INV IN: 4875.41 12" (E) INV OUT: 4875.31 12" (S) STA: 27+60.15 SD INLET-H RIM: 4878.61 INV OUT: 4875.61 12" (W) STA: 29+38.58 SDMH-I RIM: 4878.93 INV IN: 4874.98 12" (E) INV OUT: 4874.88 12" (N) STA: 29+38.58 SD INLET-I RIM: 4878.18 INV OUT: 4875.18 12" (W) 4.5' 4.5' 7.3'7.3' TOC: 4879.19 TOC: 4879.14 TOC: 4879.21 TOC: 4879.16 2. 0 % 1. 6 % 2 . 3 % 3 . 0 % 2 . 7 % 1 . 7 % METOA:4879.75 METOA:4879.59 METOA:4879.54 TOA:4879.13 METOA:4879.42 METOA:4879.32 TOA:4878.95 METOA:4879.02 METOA:4878.82 2 . 2 % 1. 9 % 1 . 9 % METOA:4879.67 TOA:4879.10 0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.6% 4879 4879 4878 4879 4879 4879 4879 4879 4879 TOA:4879.03 TOA:4879.03 TOA:4878.72 TOA:4878.29 TOA:4877.92 TBC: 4879.31 TOA:4878.55TOA:4879.30 2.1% 1. 5 % 3. 0 % 2. 3 % 1. 7 % 2. 9 % 1. 5 % 3. 0 % 1. 5 % 2. 8 % METOA:4878.92 El e v a t i o n 4850 4860 4870 4880 4890 4900 6+50 4850 4860 4870 4880 4890 4900 35+50 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.3_2ND EAST P&P 4.dwg - C.4.3 2ND EAST P&P 4 - 2/16/2024 10:10am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 4 . 4 SH E E T C . 4 . 2 2ND EAST C.9.0 3 C.9.0 2 68 68 6868 68 67 67 6767 67 67 67 67 67 6666 66 66 66 APPROXIMATE CANAL RIGHT OF WAY 01 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T P & P 4 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 11 C.4.3 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 02 02 SHEET NOTE 67 TYPICAL SECTION 3: SEE STATION 08+00 THROUGH 13+00 SEE STATION 18+00 THROUGH 27+00 TYPICAL SECTION 2: SEE STATION 26+00 THROUGH 30+00 C.9.0 1 TYPICAL SECTION 1: SEE STATION 13+00 THROUGH 18+00 SEE STATION 30+00 THROUGH 34+00 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD. 5. REFERENCE C.11.0 FOR STRIPING EXHIBIT 6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS ALL STRIPING DETAILS SHOWN ON SHEET C.11.0 - C.11.1 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4850 4860 4870 4880 4890 4900 32+00 33+00 34+00 35+00 35+50 32+00 48 7 8 . 1 4 48 7 8 . 5 6 33+00 48 7 7 . 8 9 48 7 7 . 8 2 34+00 48 7 7 . 9 2 48 7 8 . 0 2 35+00 48 7 7 . 3 1 48 7 7 . 4 9 GR A D E B R E A K S T A = 3 2 + 7 4 . 7 3 CL E L E V = 4 8 7 7 . 7 6 GR A D E B R E A K S T A = 3 4 + 2 0 . 0 3 CL E L E V = 4 8 7 7 . 7 1 GR A D E B R E A K S T A = 3 5 + 0 8 . 0 3 CL E L E V = 4 8 7 7 . 2 7 -0.50%0.50%0.50%-1.03% -0.50% ↕ 3.00' (SD) ST A : 3 2 + 7 4 . 7 3 ( L T 1 . 5 0 SD I N L E T - K RI M : 4 8 7 7 . 6 5 IN V O U T : 4 8 7 4 . 6 5 - 1 2 " ( W ) ST A : 5 8 + 9 7 . 0 0 ( L T 1 7 . 0 7 ) EX - S S M H - 1 RI M : 4 8 7 8 . 7 2 IN V I N : 4 8 5 8 . 4 9 - 8 " ( E ) IN V O U T : 4 8 5 8 . 1 6 - 1 2 " ( W ) ↕ 20.56' (SD) 2ND EAST PROFILE 5 STATION EXISTING SURFACEPROPOSED SURFACE g g g gggggg w w w w w w pp pp to e toe toe toe toe toe toe toe to p top top top top top to p top top top top top w 32+00 33+00 3 4 + 0 0 PI : 3 1 + 6 9 . 0 5 PC : 3 3 + 6 9 . 0 5 PT: 34+20.03 R1 8 . 5 ' 10 ' 96.1' 6. 2 ' R30 ' R 3 0 ' 4' 16 ' ' W s ss ss ss 32+00 33+00 3 4 + 0 0 PI : 3 1 + 6 9 . 0 5 PC : 3 3 + 6 9 . 0 5 PT: 34+20.03 SD IR IRIRR BELBELBELBEL BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 7LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% TBC: 4878.64 TBC: 4878.59 TOC: 4878.60 TOC: 4878.14 TOC: 4878.21 TOC: 4878.67 TBC: 4878.05 TOG: 4877.66 R23. 5 ' TBC: 4878.12 15 ' P. U . E . STA: 32+74.73 SD INLET-K RIM: 4877.65 INV OUT: 4874.65 12" (W) STA: 32+74.73 SDMH-K RIM: 4878.21 INV IN: 4874.58 12" (E) INV OUT: 4874.48 12" (N) 9.3' 5' 7 . 7 ' 6.5' 6.8'6' 11.5' 6. 5 ' 5' R1 8 . 5 ' 7.1' 1 1 . 2 ' 9. 8 ' 9.5 ' 10.9' 11 ' 8.4'7.7' 6 . 9 ' 7.2' 8.5' 2. 3 % 1 . 9 % 2. 0 % 1 . 6 % 1 . 6 % 2 . 0 % R 2 3 . 5 ' 11 . 4 ' 2. 9 % METOA:4878.83 METOA:4878.87 METOA:4878.92 4878 4878 4878 0.5%0.5%0.5% TOA:4878.28 TOA:4877.76 TOA:4878.23 FLANGE ELEVATION: 4878.41 REFER TO SIGNAL POLE NOTE THIS SHEET 1. 9 % 3. 0 % 1. 5 % METOA:4878.61 METOA:4878.24 1. 7 % 4877 4875 487 5 487 6 487 7 487 5 El e v a t i o n 4850 4860 4870 4880 4890 4900 6+50 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.4_2ND EAST P&P 5.dwg - C.4.4 2ND EAST P&P 5 - 2/16/2024 09:34am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 4 . 3 SHEET C.5.2 2ND EAST MO O D Y S T R E E T C.9.0 1 6867 67 66 05 APPROXIMATE CANAL RIGHT OF WAY 02 02 02 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T P & P 5 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 12 C.4.4 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE SIGNAL POLE NOTE: TYPICAL SECTION 1: SEE STATION 13+00 THROUGH 18+00 SEE STATION 30+00 THROUGH 34+00 1.SIGNAL POLE BASE TO BE INSTALLED PER ITD STD 619-1 SHEET 1 & 2. FOUND ON SHEET C.14.0 2.CONTRACTOR TO ERECT SIGNAL POLE TO SIGNAL POLE BASE 3.CONTRACTOR TO CONNECT POWER TO SIGNAL POLE 4.CONTRACTOR TO COORDINATE WITH CITY OF REXBURG AND WESTERN SYSTEMS TO PROGRAM SIGNAL LIGHT ALL IRRIGATION DETAILS SHOWN ON SHEET C.10.0 - C.10.5 ALL STRIPING DETAILS SHOWN ON SHEET C.11.0 - C.11.1 SHEET NOTE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD. 5. REFERENCE C.11.0 FOR STRIPING EXHIBIT 6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SEE SIGNAL POLE NOTES, THIS SHEET 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 41+00 42+00 43+00 44+00 45+00 46+00 47+00 41+00 48 7 5 . 6 7 48 7 5 . 6 9 42+00 48 7 5 . 0 6 48 7 5 . 8 5 43+00 48 7 5 . 5 6 48 7 6 . 0 8 44+00 48 7 6 . 0 6 48 7 6 . 2 4 45+00 48 7 6 . 5 6 48 7 6 . 4 4 46+00 48 7 6 . 4 6 48 7 6 . 7 0 47+00 48 7 6 . 3 2 48 7 6 . 9 1 STA = 40+98.43 T.O.W. = 4869.30 STA = 41+72.33 T.O.W. = 4868.92 STA = 45+40.56 T.O.W. = 4870.76 STA = 46+66.95 T.O.W. = 4870.13 16" DI WATER MAIN - 1805 TOTAL LF FROM STATION 41+00 - 59+00 ST A : 4 3 + 4 6 . 0 1 ( L T 2 . 0 7 ) 16 " x 6 " W A T E R T E E ST A : 4 1 + 0 3 . 7 1 ( L T 2 . 0 7 ) 16 " B U T T E R F L Y V A L V E ST A : 4 1 + 1 8 . 1 8 16 " x 8 " W A T E R T E E GR A D E B R E A K S T A = 4 0 + 9 9 . 0 0 CL E L E V = 4 8 7 5 . 6 8 GR A D E B R E A K S T A = 4 1 + 7 2 . 3 3 CL E L E V = 4 8 7 4 . 9 2 GR A D E B R E A K S T A = 4 2 + 8 7 . 7 1 CL E L E V = 4 8 7 5 . 5 0 GR A D E B R E A K S T A = 4 4 + 8 8 . 5 2 CL E L E V = 4 8 7 6 . 5 0 GR A D E B R E A K S T A = 4 5 + 9 2 . 6 6 CL E L E V = 4 8 7 6 . 5 0 GR A D E B R E A K S T A = 4 6 + 6 6 . 9 5 CL E L E V = 4 8 7 6 . 1 3 0.50% -1.04%0.50% 0.50% -0.50%-0.50% ST A : 4 6 + 6 6 . 9 4 ( L T 2 6 . 5 1 SD I N L E T - M RI M : 4 8 7 5 . 5 2 IN V O U T : 4 8 7 2 . 5 2 - 1 2 " ( N ) ST A : 4 1 + 7 2 . 3 3 ( L T 2 6 . 5 0 SD I N L E T - L RI M : 4 8 7 4 . 3 1 IN V O U T : 4 8 7 1 . 3 1 - 1 2 " ( N ) ↕ 3.00' (SD) ↕ 3.00' (SD) ↕ 21.65' (SS) ↕ 21.14' (SS) ↕ 21.86' (SS) ST A : 4 5 + 4 3 . 6 4 , ( L T 1 7 . 0 9 ) SS M H - 4 RI M : 4 8 7 6 . 6 4 IN V I N : 4 8 5 4 . 8 8 - 1 2 " ( E ) IN V I N : 4 8 5 5 . 2 1 - 8 " ( N ) IN V I N : 4 8 5 5 . 2 1 - 8 " ( S ) IN V O U T : 4 8 5 4 . 7 8 - 1 2 " ( W ) 221.19' of 12" S.S. @ 0.22% ST A : 4 3 + 2 2 . 4 5 , ( L T 1 7 . 1 0 ) SS M H - 5 RI M : 4 8 7 5 . 3 3 IN V I N : 4 8 5 4 . 2 9 - 1 2 " ( E ) IN V O U T : 4 8 5 4 . 1 9 - 1 2 " ( W ) 216.20' of 12" S.S. @ 0.22% ST A : 4 1 + 0 6 . 2 5 , ( L T 1 7 . 0 9 ) SS M H - 6 RI M : 4 8 7 5 . 2 6 IN V I N : 4 8 5 3 . 7 1 - 1 2 " ( E ) IN V I N : 4 8 5 4 . 0 4 - 8 " ( S ) IN V O U T : 4 8 5 3 . 6 1 - 1 2 " ( W ) 7.22' of 12" S.S. @ 0.40% ST A : 4 5 + 2 1 . 5 8 ( L T 2 . 0 8 ) 16 " B U T T E R F L Y V A L V E ST A : 4 5 + 3 1 . 5 5 16 " X 1 2 " C R O S S ST A : 4 5 + 4 1 . 5 5 ( L T 2 . 0 7 ) 16 " B U T T E R F L Y V A L V E MOODY RD PLAN AND PROFILE 1 STATION PROPOSED SURFACE EXISTING SURFACE 6' SEPARATION MINIMUM ST A : 4 0 + 9 9 . 0 3 , ( L T 1 7 . 1 0 ) 12 " S S S T U B RI M : 4 8 7 5 . 3 4 IN V I N : 4 8 5 3 . 5 8 - 1 2 " ( E ) ST A : 4 0 + 9 9 . 0 0 ( L T 2 . 0 9 ) 16 " P L U G pp pp 15 . 1 ' 4 8 7 4 4876 4876 5LF OF 12" S.D. @ 1.00% 7LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% STA: 41+72.33 SDMH-L RIM: 4874.83 INV IN: 4871.26 12" (S) INV OUT: 4871.16 12" (E) INV OUT: 4871.16 24" (W) 5LF OF 12" S.D. @ 1.00% STA: 41+72.33 SD INLET-L RIM: 4874.31 INV OUT: 4871.31 12" (N) TOA:4875.50 TOA:4875.88 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W S 41+00 42+00 43+00 44+00 45+00 46+00 47+00 SD SD 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SS SSS e fo e fo BE L BF O BF O BF O B F O BF O BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BEL BEL BEL BEL BEL BFO BFO BFO BFO BFO BFOBELBEL R 2 3 . 5 ' R 3 0 ' 8.4' 8 . 4 ' 8.4' 8.5 ' 5 ' 5' R18.5' R 1 8 . 5 ' 6.5' 6. 5 ' 6.5' 6 . 5 ' 6 . 5 ' 15' R18.5' R23 . 5 ' R30 ' 8 . 4 ' 8.4' 8. 4 ' 6.5' 8.4' 6.5' 5' 5' 1 5 ' R1 8 . 5 ' STA: 46+66.94 SD INLET-M RIM: 4875.52 INV OUT: 4872.52 12" (N) 6.7 ' STA: 46+66.94 SDMH-M RIM: 4876.04 INV IN: 4872.47 12" (S) INV OUT: 4872.37 12" (W) TOA:4875.68 TOA:4875.18 SSMH - 4 SS PLUG 16 RIM: 4875.74 INV OUT: 4854.15 8" (N) SSMH - 5 SSMH - 6 SS PLUG 1 12" S.S.12" S.S.12" S.S. 12" S.S.26LF OF 8" S.S. @ 0.40% 11 ' 57.4' 6. 3 ' 6. 3 ' 67.6'67.7' 26 ' 4875 4876 4876 4876 4875 TOA:4874.74 TOA:4874.41 TBC: 4874.77 TOA:4875.62 TBC: 4875.98 TOA:4875.95 5LF OF 12" S.D. @ 0.50% STA: 66+59.38 SD TEE-A RIM: 4876.07 INV IN: 4872.30 12" (E) INV OUT: 4872.30 12" (W) INV OUT: 4872.30 12" (N) 5LF OF 12" S.D. @ 0.60% TOA:4876.76 TOA:4876.29 TOA:4876.29 5LF OF 24" S.D. @ 1.00% 29 ' FLANGE ELEVATION: 4876.80 5LF OF 12" S.D. @ 1.00% STA: 66+59.37 SD ELBOW-A RIM: 4876.15 INV IN: 4872.28 12" (S) INV OUT: 4872.28 12" (W) 11 . 1 ' TOG: 4874.32 25 . 9 ' 15 ' 15 ' P. U . E . 6. 5 ' TOA:4874.92 TOG: 4875.53 TOA:4876.13 0.5% 1.8 % 2 . 1 % 2 . 1 % 1.0% 0.5% 1.8%2. 1 % 1 . 0 % 1.0 % 2. 0 % 2. 0 % 0.5% 2. 0 % 2. 0 % 12' 12.1' 12' El e v a t i o n 4840 4850 4860 4870 4880 4890 40+25 4840 4850 4860 4870 4880 4890 59+75 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0_MOODY RD P&P 1.dwg - C.5.0 MOODY RD P&P 1 - 2/16/2024 10:29am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 30'60' HRZ SCALE: 1" = 30' VRT SCALE: SHEET C.8.2 SH E E T C . 5 . 1 C.9.0 5 66 67 67 68 02 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 MO O D Y R D P & P 1 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 13 C.5.0 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 02 02 02 03 04 67 68 66 424642 41 38 34 40 43 45 42 33 43 43 43 55 55 52 54 53 53 52 5355 67 67 67 69 70 67 67 STUB UTILITIES JUST PAST EDGE OF ASPHALT STUB UTILITIES JUST PAST EDGE OF ASPHALT 54 41 SEWER MAIN EXTENSION TO BE BUILT BY CITY OF REXBURG FOR OUTFALL BEFORE SEWER WILL BE IN SERVICE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES TYPICAL SECTION 5: SEE STATION 41+00 THROUGH 51+07 41 41 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y Station MOODY PROFILE 47+00 48+00 49+00 50+00 51+00 52+00 53+00 47+00 48 7 6 . 3 2 48 7 6 . 9 1 48+00 48 7 6 . 9 1 48 7 7 . 1 8 49+00 48 7 7 . 1 3 48 7 7 . 3 0 50+00 48 7 7 . 1 5 48 7 7 . 5 2 51+00 48 7 7 . 6 5 48 7 7 . 9 2 52+00 48 7 8 . 1 5 48 7 7 . 9 9 53+00 48 7 8 . 1 5 48 7 7 . 9 7 STA = 48+66.62 T.O.W. = 4871.29 STA = 49+47.38 T.O.W. = 4870.89 STA = 52+50.00 T.O.W. = 4872.40 ST A : 5 2 + 5 4 . 0 1 ( L T 1 . 8 9 ) 16 " B U T T E R F L Y V A L V E ST A : 5 2 + 3 4 . 0 5 ( L T 1 . 9 1 ) 16 " B U T T E R F L Y V A L V E ST A : 4 7 + 4 0 . 3 0 ( L T 2 . 0 7 ) 16 " x 6 " W A T E R T E E GR A D E B R E A K S T A = 4 8 + 6 6 . 6 2 CL E L E V = 4 8 7 7 . 2 9 GR A D E B R E A K S T A = 4 9 + 4 7 . 3 8 CL E L E V = 4 8 7 6 . 8 9 GR A D E B R E A K S T A = 5 1 + 6 5 . 0 0 CL E L E V = 4 8 7 7 . 9 8 GR A D E B R E A K S T A = 5 2 + 5 0 . 0 0 CL E L E V = 4 8 7 8 . 4 0 GR A D E B R E A K S T A = 5 3 + 2 3 . 6 8 CL E L E V = 4 8 7 8 . 0 3 0.50%-0.50% 0.50%-0.50% 0.58% ST A : 4 9 + 4 7 . 3 8 ( L T 2 6 . 5 0 SD I N L E T - N RI M : 4 8 7 6 . 2 8 IN V O U T : 4 8 7 3 . 2 8 - 1 2 " ( N ) ↕ 3.00' (SD)↕ 21.36' (SS) 390.44' of 12" S.S. @ 0.22% ST A : 4 8 + 6 5 . 6 0 , ( L T 1 7 . 0 9 ) SS M H - 3 RI M : 4 8 7 6 . 9 5 IN V I N : 4 8 5 5 . 6 9 - 1 2 " ( E ) IN V O U T : 4 8 5 5 . 5 9 - 1 2 " ( W ) 321.96' of 12" S.S. @ 0.22% ST A : 5 2 + 5 6 . 0 3 , ( L T 1 7 . 0 8 ) SS M H - 2 RI M : 4 8 7 8 . 2 4 IN V I N : 4 8 5 6 . 6 4 - 1 2 " ( E ) IN V I N : 4 8 5 6 . 6 4 - 1 2 " ( N ) IN V I N : 4 8 5 6 . 9 7 - 8 " ( S ) IN V O U T : 4 8 5 6 . 5 4 - 1 2 " ( W ) ↕ 21.70' (SS) MOODY RD PLAN AND PROFILE 3 STATION PROPOSED SURFACEEXISTING SURFACE 6' SEPARATION MINIMUM ST A : 5 2 + 4 4 . 0 1 ( L T 1 . 8 9 ) 16 " X 1 2 " C R O S S 16" DI WATER MAIN - 1805 TOTAL LF FROM STATION 41+00 - 59+00 pppp 47+00 48+00 49+00 50+00 51+00 52+00 53+0048774877 487 7 4877 4876 4877 48 7 5 4875 48 7 6 4876 4 8 7 6 STA: 49+47.38 SDMH-N RIM: 4876.80 INV IN: 4873.23 12" (S) INV OUT: 4873.13 12" (E) 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 12 ' ' W 12 ' ' W 12 ' ' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W SS 47+00 48+00 49+00 50+00 51+00 52+00 53+00 SD S S e fo e fo BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFOBELBELBELBELBELBELBELBEL 108.1' 15 ' P. U . E . 15' 5 ' 5' 8 . 4 ' 8.4' 6. 5 ' 6.5' 8.4' R 2 3 . 5 ' R 3 0 ' 8.4 ' R 1 8 . 5 ' R18.5'6.5' 6. 5 ' 6 . 5 ' 6 . 5 ' STA: 49+47.38 SD INLET-N RIM: 4876.28 INV OUT: 4873.28 12" (N) 6. 3 ' 131.7' SSMH - 2 SSMH - 3 12" S.S.12" S.S.12" S.S. 0.6%0.5%0.5% 2 . 1 % 2. 1 % 2 . 1 % 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % 2 . 1 % 29 ' 15 . 1 ' FLANGE ELEVATION: 4876.56 TOA:4877.82 TOA:4877.82 TOA:4878.40 TOA:4878.01 4878 4878 487 8 4878 TOA:4876.71 TOA:4876.39 TBC: 4876.74 TOA:4876.97 TOA:4877.30 15 . 2 ' 0.5% TBC: 4877.97 TOG:4876.32 TOA:4876.79 TBC: 4877.15 TOA:4877.11 TOA:4877.29 TOA:4876.89 2. 0 % 2. 0 % 26 . 1 ' 1.2 % 1 . 2 % 2. 0 % 12' 2. 0 % 2. 0 % El e v a t i o n 4840 4850 4860 4870 4880 4890 40+25 4840 4850 4860 4870 4880 4890 59+75 EX 14" WATER MAIN H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.1_MOODY RD P&P 2.dwg - C.5.1 MOODY RD P&P 2 - 2/16/2024 10:36am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 30'60' HRZ SCALE: 1" = 30' VRT SCALE: MOODY ST SHEET C.7.2 SH E E T C . 5 . 2 SH E E T C . 5 . 0 C.9.0 5 C.9.0 4 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 MO O D Y R D P & P 2 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 14 C.5.1 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 66 67 68 67 55 5555 53 53 46 42 41 42 43 3843 43 UTILITY STUBS TO BE INSTALLED JUST PAST EDGE OF ASPHALT TYPICAL SECTION 5: SEE STATION 41+00 THROUGH 51+07 TYPICAL SECTION 4: SEE STATION 51+07 THROUGH 59+00 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 41 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4840 4850 4860 4870 4880 4890 53+00 54+00 55+00 56+00 57+00 58+00 59+00 59+75 53+00 48 7 8 . 1 5 48 7 7 . 9 7 54+00 48 7 7 . 6 5 48 7 8 . 0 4 55+00 48 7 7 . 1 5 48 7 8 . 1 6 56+00 48 7 6 . 6 5 48 7 8 . 3 1 57+00 48 7 7 . 3 1 48 7 8 . 4 8 58+00 48 7 7 . 9 6 48 7 8 . 7 0 59+00 48 7 8 . 7 0 48 7 8 . 8 1 ST A : 5 8 + 9 7 . 0 0 ( L T 1 7 . 0 7 ) EX - S S M H - 1 RI M : 4 8 7 8 . 7 2 IN V I N : 4 8 5 8 . 4 9 - 8 " ( E ) IN V O U T : 4 8 5 8 . 1 6 - 1 2 " ( W ) EX. 8" S.S. ↕ 20.56' (SS) STA = 56+01.03 T.O.W. = 4870.87 STA = 58+21.37 T.O.W. = 4871.01 STA = 58+28.50 T.O.W. = 4866.47 STA = 58+34.21 T.O.W. = 4866.49 STA = 58+41.42 T.O.W. = 4871.10 STA = 59+00.99 T.O.W. = 4871.37 ST A : 5 9 + 0 1 . 2 1 16 " C O N N E C T I O N T O E X . M A I N ST A : 5 8 + 1 2 . 5 2 ( L T 2 . 0 7 ) 16 " B U T T E R F L Y V A L V E ST A : 5 8 + 0 9 . 5 2 ( L T 2 . 0 7 ) 16 " x 6 " W A T E R T E E EX 14" WATER MAIN ST A : 5 4 + 5 4 . 9 1 ( L T 2 . 0 7 ) 16 " x 6 " W A T E R T E E ST A : 5 8 + 2 1 . 5 2 ( L T 2 . 0 9 ) 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 2 6 . 5 2 ( L T 2 . 0 8 ) 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 3 6 . 5 2 ( L T 2 . 0 6 ) 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 4 1 . 5 2 ( L T 2 . 0 5 ) 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 8 5 . 3 2 ( L T 2 . 0 7 ) 16 " x 1 1 . 2 5 ° H O R I Z O N T A L . B E N D GR A D E B R E A K S T A = 5 3 + 2 3 . 6 8 CL E L E V = 4 8 7 8 . 0 3 GR A D E B R E A K S T A = 5 6 + 0 0 . 0 0 CL E L E V = 4 8 7 6 . 6 5 GR A D E B R E A K S T A = 5 8 + 3 8 . 1 2 CL E L E V = 4 8 7 8 . 2 1 GR A D E B R E A K S T A = 5 9 + 0 8 . 0 0 CL E L E V = 4 8 7 8 . 8 2 -0.50%0.50%1.50% -0.50%0.65% ST A : 5 5 + 9 9 . 9 9 ( L T 2 6 . 5 0 SD I N L E T - P RI M : 4 8 7 6 . 0 4 IN V O U T : 4 8 7 3 . 0 4 - 1 2 " ( S ) ↕ 3.00' (SD) ↕ 19.36' (SS) 360.88' of 12" S.S. @ 0.22% ST A : 5 5 + 3 6 . 1 1 , ( L T 1 7 . 0 8 ) SS M H - 1 RI M : 4 8 7 6 . 6 3 IN V I N : 4 8 5 7 . 3 7 - 1 2 " ( E ) IN V I N : 4 8 5 7 . 7 0 - 8 " ( N ) IN V I N : 4 8 5 7 . 7 0 - 8 " ( S ) IN V O U T : 4 8 5 7 . 2 7 - 1 2 " ( W ) 280.08' of 12" S.S. @ 0.22% ST A : 5 8 + 9 8 . 5 8 ( L T 4 . 8 3 ) 16 " x 1 1 . 2 5 ° H O R I Z O N T A L . B E N D MOODY RD PLAN AND PROFILE 3 STATION PROPOSED SURFACEEXISTING SURFACE 6' SEPARATION MINIMUM ST A : 5 5 + 2 4 . 1 1 ( L T 2 . 0 7 ) 16 " X 8 " C R O S S 16" DI WATER MAIN - 1805 TOTAL LF FROM STATION 41+00 - 59+00 ST A : 5 9 + 0 0 . 0 8 ( L T 4 . 8 3 ) 16 " T O 1 4 " R E D U C E R 48" IRRIGATION PIPING 3' SEPARATION MINIMUM g g ww w w w pp pp to e to e t o e to e to e t o e to p to p to p t o p t o p to p to p to p t o p w 5' 5'4878 4878 4 8 7 7 4877 4 8 7 7 4 8 7 6 48 7 6 48 7 7 48 7 7 4877 4 8 7 6 5. 5 ' 15 ' P. U . E . R30 ' R23. 5 ' R18 . 5 ' 11.4' 11 . 5 ' 4.5' 9 . 1 ' 7.7' 6. 5 ' 5' 6' 6.5 ' 5' R 3 0 ' 10'7. 1 ' 11.2' 9.8' 11'1 0 . 9 ' 3'8.7 ' 6. 5 ' 6.9' 7.2 ' 8 . 4 ' 9.5 ' 7 . 7 ' 6. 8 ' 8 . 8 ' 30' 5' 8.8 ' 6. 5 ' 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W s ssssss 53+00 54+00 55+00 56+00 57+00 58+00 59+00 SD IR IR IR R 8' ' W 8' ' W SD S e fo BEL BEL BEL BEL BE L BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O BF O DTBC: 4877.39 TBC: 4877.24 DTBC: 4877.69 TOC: 4877.74 TOC: 4877.81 TOC: 4877.96 TOC: 4877.89 TBC: 4877.90 EX. SSMH SS PLUG 4 RIM: 4876.63 INV OUT: 4857.85 8" (S) SSMH - 1 SS PLUG 3 RIM: 4861.48 INV OUT: 4857.94 8" (N) 12" S.S.12" S.S. 37LF OF 8" S.S. @ 0.40% 61LF OF 8" S.S. @ 0.40% TOA:4876.95 TBC: 4876.95 DTBC: 4876.45 DTBC: 4876.27 TBC: 4876.71 TOA:4876.77 8 . 8 ' 48' 8.9 ' 6. 5 ' 174.4' 6. 3 ' 181.5' 6. 2 ' 46 . 1 ' 52 . 4 ' 29 ' 29 ' TOA:4876.59 TOA:4876.72 STA: 55+99.99 SDMH-P RIM: 4876.70 INV IN: 4872.99 12" (N) INV OUT: 4872.89 12" (E) STA: 55+99.99 SDMH-O RIM: 4876.56 INV IN: 4872.99 12" (S) INV OUT: 4872.89 12" (E) STA: 55+99.99 SD INLET-P RIM: 4876.04 INV OUT: 4873.04 12" (S) STA: 55+99.99 SD INLET-O RIM: 4876.04 INV OUT: 4873.04 12" (N) 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 0.5%0.7% 2 . 1 % 2 . 1 % 2. 1 % 2 . 1 % 1.8% 4877 4877 4877 4877 4878 4878 4878 TOC: 4877.48 TOC: 4877.41 FLANGE ELEVATION: 4877.39 FLANGE ELEVATION: 4878.03 25 . 9 ' 15 ' 30 . 3 ' TOA:4876.15 TBC: 4876.51 TBC: 4876.51 TOA:4876.15 2. 1 % 1 . 3 % R2 3 . 5 ' R18.5' R 1 8 . 5 ' TOG:4876.04 TOA:4876.65 TOG:4876.07 2. 0 % 2. 0 % 12' 11.4' 6'6' TOA:4876.36 TOA:4876.57 TOA:4876.39 7. 7 % El e v a t i o n 4840 4850 4860 4870 4880 4890 40+25 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.2_MOODY RD P&P 3.dwg - C.5.2 MOODY RD P&P 3 - 2/16/2024 11:27am, tyler.melander 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 30'60' HRZ SCALE: 1" = 30' VRT SCALE: SHEET C.4.4 SH E E T C . 5 . 1 2N D E A S T C.9.0 4 51 02 02 02 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 MO O D Y R D P & P 3 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 15 C.5.2 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 5555 53 52 54 54 52 36 35 54 54 42 38 46 3843 43 43 47 47 45 52 40 52 40 4145 66 67 68 68 66 67 67 67 05 INLET AND INFILTRATOR TO BE INSTALLED BY JEROME BOWEN CURB & GUTTER, & APPROACH TO BE INSTALLED BY JEROME BOWEN 41 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES CONTRACTOR TO COORDINATE IMPROVEMENTS OUTSIDE PERSPECTIVE EASEMENT WITH LAND OWNER TYPICAL SECTION 4: SEE STATION 51+07 THROUGH 59+00 MOODY ST 41 41 ALL IRRIGATION DETAILS SHOWN ON SHEET C.10.0 - C.10.5 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y El e v a t i o n 4850 4860 4870 4880 4890 60+60 61+00 62+00 63+00 64+00 65+00 66+00 67+00 61+00 48 7 8 . 0 6 48 7 6 . 8 3 62+00 48 7 7 . 5 0 48 7 6 . 2 4 63+00 48 7 6 . 9 4 48 7 6 . 3 8 64+00 48 7 6 . 7 7 48 7 6 . 4 9 65+00 48 7 7 . 2 7 48 7 6 . 6 9 66+00 48 7 7 . 1 7 48 7 6 . 7 0 67+00 48 7 6 . 5 2 48 7 6 . 9 2 STA = 61+01.80 T.O.W. = 4872.05 ST A : 6 1 + 0 4 . 1 1 ( L T 5 . 9 5 ) 12 " X 6 " T E E ST A : 6 1 + 0 9 . 7 4 ( L T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E 0.50% 0.50%-0.50% -0.65% -0.56% GR A D E B R E A K S T A = 6 0 + 9 9 . 0 0 CL E L E V = 4 8 7 8 . 0 6 GR A D E B R E A K S T A = 6 3 + 6 3 . 4 8 CL E L E V = 4 8 7 6 . 5 9 GR A D E B R E A K S T A = 6 4 + 8 8 . 5 4 CL E L E V = 4 8 7 7 . 2 2 GR A D E B R E A K S T A = 6 5 + 9 2 . 5 5 CL E L E V = 4 8 7 7 . 2 2 ↕ 3.00' (SD) ST A : 4 3 + 6 6 . 8 3 ( L T 1 6 4 7 . 3 4 SD I N L E T - Q RI M : 4 8 7 5 . 9 8 IN V O U T : 4 8 7 2 . 9 8 - 1 2 " ( N ) ↕ 12.02' (SS)↕ 11.78' (SS)↕ 13.48' (SS) 204.29' of 8" S.S. @ 0.40% ST A : 6 5 + 4 3 . 5 3 , ( R T 6 . 0 0 ) SS M H - 1 1 RI M : 4 8 7 7 . 4 2 IN V I N : 4 8 6 4 . 0 4 - 8 " ( N ) IN V I N : 4 8 6 4 . 0 4 - 8 " ( W ) IN V O U T : 4 8 6 3 . 9 4 - 8 " ( S ) IN V O U T : 4 8 6 3 . 9 4 - 8 " ( E ) 220.77' of 8" S.S. @ 0.40% ST A : 6 3 + 2 2 . 7 6 , ( R T 5 . 9 1 ) SS M H - 1 8 RI M : 4 8 7 6 . 7 0 IN V I N : 4 8 6 5 . 0 2 - 8 " ( W ) IN V O U T : 4 8 6 4 . 9 2 - 8 " ( E ) 216.77' of 8" S.S. @ 0.40% ST A : 6 1 + 0 5 . 9 9 , ( R T 5 . 8 2 ) SS M H - 1 9 RI M : 4 8 7 7 . 9 1 IN V I N : 4 8 6 5 . 9 9 - 8 " ( W ) IN V O U T : 4 8 6 5 . 8 9 - 8 " ( E ) 4.00' of 8" S.S. @ 0.40% ST A : 6 1 + 0 1 . 9 9 , ( R T 5 . 8 1 ) SS P L U G 2 RI M : 4 8 7 7 . 9 3 IN V O U T : 4 8 6 6 . 0 1 - 8 " ( E ) ST A : 6 1 + 0 1 . 8 2 ( L T 5 . 9 5 ) 12 " P L U G ST A : 6 5 + 3 1 . 5 3 ( L T 5 . 8 9 ) 12 " X 1 2 " C R O S S ST A : 6 4 + 2 6 . 8 4 ( L T 6 . 0 0 ) 12 " X 6 " T E E ST A : 6 5 + 2 1 . 5 3 ( L T 5 . 8 9 ) 12 " B U T T E R F L Y V A L V E ST A : 6 5 + 4 1 . 5 3 ( L T 5 . 8 9 ) 12 " B U T T E R F L Y V A L V E 12" DI WATER MAIN - 1870 TOTAL LF FROM STATION 61+00 - 79+75 TETON RIVER TEMPLE STREET PROFILE 1 STATION EXISTING SURFACE PROPOSED SURFACE 6' SEPARATION MINIMUM 0.7% 0.7% 0.1% 1 . 2 % 2. 1 % 2 . 1 % 2 . 1 % 2.1 % 2 . 1 % 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W S SS SS SS SS SS 61+00 62+00 63+00 64+00 65+00 66+00 67+00 SD 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SS SS SSS SS SSS efo efo BELBELBELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BE L BE L BF O BF O BF O BF O BF O BF O SD SD 5' 5' 12 ' 15 ' P . U . E . 15 ' P . U . E . R 2 3 . 5 ' R18.5' R 1 8 . 5 ' R30 ' R23 . 5 ' R1 8 . 5 ' R18.5' R 2 3 . 5 ' R 1 8 . 5 ' R18.5'R23 . 5 ' R18.5' R1 8 . 5 ' 15 ' 5 ' 5' 6 . 5 ' 6 . 5 ' 6. 5 ' 8.4' 8 . 4 ' 6. 5 ' 6.5' 8.4' 8.4 ' 6.5' 1 5 ' 5' 5' 8.4' 6.5' 6.5' 8. 4 ' 8.4'6.5 ' 6.5 ' 6.5' 6. 5 ' 6. 5 ' 8 . 4 ' 6.5 ' 6.5 ' 8.4' 8. 4 ' 6.5' 6.5' 8.4' 1 5 ' 5' 5' 6.5' 15' 5 ' 5' 6.5' 6. 5 ' 8 . 4 ' 8.4' 6 . 5 ' 6 . 5 ' 8.4 ' 6. 5 ' 6.5' 8 . 4 ' R3 0 ' 15'P.U.E. 15 ' P . U . E . R30' 8.4' 12 ' SS PLUG 2 SSMH - 19 SSMH - 11 SSMH - 18 8" S.S.8" S.S.8" S.S. 4877 487 7 4877 4877 48 7 7 4876 48 7 7 2. 1 % 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % 1.3 % 1.2 % 24 ' 24 ' TOA:4876.72 TOA:4876.72 TOA:4877.47 TOA:4877.01 TOA:4877.01 TOA:4877.36 6. 2 ' 167.3' 6. 3 ' 117.5' STA: 43+66.84 SDMH-Q RIM: 4876.50 INV IN: 4872.93 12" (S) INV OUT: 4872.83 12" (NW) STA: 63+63.48 SDMH-R RIM: 4876.50 INV IN: 4872.93 12" (N) INV OUT: 4872.83 12" (E) STA: 43+66.83 SD INLET-Q RIM: 4875.98 INV OUT: 4872.98 12" (N) STA: 63+63.48 SD INLET-R RIM: 4875.98 INV OUT: 4872.98 12" (S) 5LF OF 12" S.D. @ 1.00% 6LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 0.6%0.5%0.6% 25 ' FLANGE ELEVATION: 4878.03 FLANGE ELEVATION: 4876.90 TBC: 4876.44 TOA:4876.09 TBC: 4876.44 TOA:4876.09 25 ' 34 ' TOG: 4876.00 TOA:4876.59 TOG: 4876.00 25 ' 34 ' 1.0 % 0. 5 % 1 . 0 % 0. 7 % 1.2%1.2% 4 8 7 7 48 7 7 4 8 7 7 4 8 7 7 48 7 7 4 8 7 7 48 7 6 2. 0 % 2. 0 % 4850 4860 4870 4880 4890 80+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0_TETON RIVER TEMPLE ST P&P 1.dwg - C.6.0 TETON RIVER TEMPLE ST P&P 1 - 2/15/2024 03:52pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' SHEET C.8.1 SH E E T C . 6 . 1 TETON RIVER TEMPLE ST. WE S T C H U R C H D R . C.9.0 6 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE T O N R I V E R T E M P L E S T P & P 1 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 16 C.6.0 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 04 02 02 02 02 02 0403 02 02 02 03 48 49 38 37 38 49 49 41 41 3737 54 53 53 53 52 52 52 SHEET C.8.0 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 67 66 68 67 66 67 68 67 INFILTRATOR DETAILS SHOWN ON SHEET C.6.1 INFILTRATOR DETAILS SHOWN ON SHEET C.6.1 SEE TEMPORARY TURNAROUND ON SHEET C.9.1 FOR ALTERNATE DEAD END INFILTRATOR DETAILS SHOWN ON SHEET C.8.0 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y Station STREET A PROFILE 67+00 68+00 69+00 70+00 71+00 72+00 73+00 67+00 48 7 6 . 5 2 48 7 6 . 9 2 68+00 48 7 6 . 3 6 48 7 7 . 0 6 69+00 48 7 6 . 8 9 48 7 7 . 1 5 70+00 48 7 7 . 4 1 48 7 7 . 0 7 71+00 48 7 7 . 9 4 48 7 7 . 5 0 72+00 48 7 8 . 4 7 48 7 7 . 4 7 73+00 48 7 8 . 4 7 48 7 7 . 5 5 STA = 67+58.55 T.O.W. = 4870.14 ST A = 7 2 + 4 4 . 3 3 T. O . W . = 4 8 7 0 . 4 6 ST A : 7 2 + 4 4 . 0 0 ( L T 6 . 0 0 ) 12 " T E E ST A : 7 2 + 3 4 . 0 0 ( L T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 7 2 + 5 4 . 0 0 ( L T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E 0.50%-0.50% -0.65% 0.53%GR A D E B R E A K S T A = 6 7 + 5 8 . 5 5 CL E L E V = 4 8 7 6 . 1 4 GR A D E B R E A K S T A = 7 1 + 9 2 . 5 3 CL E L E V = 4 8 7 8 . 4 3 GR A D E B R E A K S T A = 7 3 + 0 7 . 5 3 CL E L E V = 4 8 7 8 . 4 3 ↕ 3.00' (SD) ST A : 6 7 + 5 8 . 5 5 ( L T 2 6 . 5 0 SD I N L E T - U RI M : 4 8 7 5 . 5 3 IN V O U T : 4 8 7 2 . 5 3 - 1 2 " ( N ) ↕ 13.07' (SS) ↕ 15.07' (SS) ↕ 18.06' (SS) ST A : 7 2 + 5 6 . 0 0 , ( R T 6 . 0 0 ) SS M H - 1 5 RI M : 4 8 7 8 . 6 2 IN V I N : 4 8 6 0 . 8 8 - 8 " ( W ) IN V I N : 4 8 6 0 . 8 8 - 8 " ( E ) IN V O U T : 4 8 6 0 . 5 5 - 1 2 " ( S ) 290.13' of 8" S.S. @ 0.40% ST A : 6 9 + 6 5 . 8 7 , ( R T 6 . 0 0 ) SS M H - 1 6 RI M : 4 8 7 7 . 1 1 IN V I N : 4 8 6 2 . 1 4 - 8 " ( W ) IN V I N : 4 8 6 2 . 1 4 - 8 " ( N ) IN V O U T : 4 8 6 2 . 0 4 - 8 " ( E ) 218.05' of 8" S.S. @ 0.40% ST A : 6 7 + 4 7 . 8 2 , ( R T 6 . 0 0 ) SS M H - 1 7 RI M : 4 8 7 6 . 0 9 IN V I N : 4 8 6 3 . 1 2 - 8 " ( W ) IN V O U T : 4 8 6 3 . 0 2 - 8 " ( E ) 204.29' of 8" S.S. @ 0.40% TETON RIVER TEMPLE STREET PROFILE 2 STATION ST A : 6 9 + 5 3 . 9 2 ( L T 5 . 9 9 ) 12 " X 8 " T E E ST A : 6 9 + 1 8 . 0 4 ( L T 6 . 0 0 ) 12 " X 6 " T E E 12" DI WATER MAIN - 1870 TOTAL LF FROM STATION 61+00 - 79+75 EXISTING SURFACEPROPOSED SURFACE 6' SEPARATION MINIMUM 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 4 8 7 7 48 7 7 4877 48 7 7 48 7 7 48 7 7 4 8 7 7 0.7% 2. 1 % 2 . 1 % 2 . 1 % 2. 1 % 2. 1 % 2. 1 % 1 . 8 % 0.5% 0.0% 1 . 2 % 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W S S SS SS SS SS SS SSSSSSSSSS 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 SD SD 8' ' W S S S e fo e fo efo BELBELBELBELBELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO BE L BF O BF O BE L BE L BF O BF O BF O BF O BF O BF O BF O BF O 6' TBC: 4876.96 DTBC:4876.65DTBC:4876.52 TOA:4876.81TOA:4876.61 TOC: 4877.15 TOC: 4877.23TOC: 4877.09 TOC: 4877.01 TBC: 4877.16 6. 5 ' 26' 8.8 ' 8 . 8 ' 6. 5 ' 5' 5' 12 ' 5' 15 ' P . U . E . 15 ' P . U . E . 5' 6' 5'6. 5 ' 5' 6. 5 ' TOC: 4878.49 TOC: 4878.41 TOC: 4878.47 TOC: 4878.39 TOC: 4878.37 TOC: 4878.57 TOC: 4878.50 TBC: 4878.40 TOA:4878.05 DTBC:4877.89 TOA:4878.02DTBC:4877.84 TOA:4877.99 TBC: 4878.31 TOA:4877.96 TOC: 4878.44 8'6' TOG:4875.53 TOG:4875.53 TOA:4878.15 TOA:4878.72 TOA:4878.15 TOA:4878.22 TOC: 4878.57 TOC: 4878.50 TOC: 4878.44 TOC: 4878.36 TOC: 4878.39 TOC: 4878.49 TOC: 4878.41 TBC: 4878.31 TOA:4877.96 DTBC:4877.86 TOA:4877.99 DTBC:4877.86 TOA:4878.01 TBC: 4878.40 TOA:4878.04 TOC: 4878.46 6' 6' 6'6' 6. 5 ' 5'5' R2 3 . 5 ' R18.5' R1 8 . 5 ' R30 ' R 3 0 ' R 2 3 . 5 ' R 1 8 . 5 ' R18.5' 6. 5 ' 8 . 4 ' 6.5 ' 6.5 ' 8.4' 8. 4 ' 6.5' 6.5' 8.4' 6.5' 5' 1 5 ' 5' 6.5'8.4' 5' 15' 6.5' 6. 5 ' 8 . 4 ' 8.4' 6 . 5 ' 6 . 5 ' 8.4 ' 5 ' 6. 5 ' 12 '12 ' SSMH - 15 SS PLUG 13 RIM: 4865.91 INV OUT: 4862.39 8" (S) SSMH - 16 SSMH - 178" S.S.8" S.S.8" S.S. 49LF OF 8" SS @ 0.50% 45 ' 0.5% 4877 4878 4876 4876 4877 487 7 6. 3 ' 160.2' 6. 3 ' 124.6' 124.6' 6. 3 ' STA: 67+58.55 SDMH-U RIM: 4876.05 INV IN: 4872.48 12" (S) INV OUT: 4872.38 12" (NW) STA: 67+58.55 SDMH-V RIM: 4876.05 INV IN: 4872.48 12" (N) INV OUT: 4872.38 12" (E) INV OUT: 4872.38 12" (W) STA: 67+58.55 SD INLET-U RIM: 4875.53 INV OUT: 4872.53 12" (N) 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 6LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% STA: 67+58.55 SD INLET-V RIM: 4875.53 INV OUT: 4872.53 12" (S) 25 ' 12 ' 34 ' 0.5% 25 ' 2. 0 % 2. 0 % 1.2 % 2. 0 % TOA:4875.64 TBC: 4875.99 TOA:4875.64 TBC: 4875.99 TOA:4876.14 33 . 6 ' 24 ' 12'25 ' 0.5% 34 ' 12' El e v a t i o n 4850 4860 4870 4880 4890 60+60 4.00' of 8" S.S. @ 0.40% 4850 4860 4870 4880 4890 80+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.1_TETON RIVER TEMPLE ST P&P 2.dwg - C.6.1 TETON RIVER TEMPLE ST P&P 2 - 2/15/2024 03:57pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN SH E E T C . 6 . 2 TETON RIVER TEMPLE ST.SH E E T C . 6 . 0 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES C.9.0 6 66 67 67 68 0 30'60' SCALE: 1" = 30' 02 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE T O N R I V E R T E M P L E S T P & P 2 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 17 C.6.1 SHEET C.7.0 37 51 45 52 40 49 50 49 37 41 37 38 52 53 52 53 52 53 54 52 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE TE M P L E V I E W D R . INFILTRATOR DETAILS SHOWN ON SHEET C.6.2 0202 02 02 02 67 67 67 68 66 INFILTRATOR DETAILS SHOWN ON SHEET C.6.2 41 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 72+00 48 7 8 . 4 7 48 7 7 . 4 7 73+00 48 7 8 . 4 7 48 7 7 . 5 5 74+00 48 7 7 . 9 7 48 7 7 . 7 1 75+00 48 7 8 . 2 5 48 7 7 . 6 5 76+00 48 7 8 . 8 1 48 7 7 . 7 8 77+00 48 7 9 . 3 8 48 7 7 . 8 8 78+00 48 7 9 . 9 4 48 7 7 . 6 4 79+00 48 8 0 . 7 6 48 8 0 . 7 6 ST A = 7 2 + 4 4 . 3 3 T. O . W . = 4 8 7 0 . 4 6 STA = 74+26.09 T.O.W. = 4870.44 STA = 78+21.35 T.O.W. = 4872.53 STA = 78+27.75 T.O.W. = 4868.46 STA = 78+36.03 T.O.W. = 4868.50 STA = 78+41.35 T.O.W. = 4872.63 ST A = 7 9 + 6 5 . 1 5 T. O . W . = 4 8 7 3 . 2 9 ST A : 7 2 + 4 4 . 0 0 ( L T 6 . 0 0 ) 12 " T E E ST A : 7 8 + 0 9 . 6 6 ( L T 6 . 0 0 ) 12 " X 6 " T E E ST A : 7 8 + 1 2 . 6 6 ( L T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 7 9 + 6 4 . 9 9 ( L T 6 . 0 0 ) 12 " P L U G ST A : 7 8 + 2 1 . 4 9 ( L T 6 . 0 0 ) 12 " x 4 5 ° V E R T . B E N D ST A : 7 8 + 2 6 . 4 9 ( L T 6 . 0 0 ) 12 " x 4 5 ° V E R T . B E N D ST A : 7 8 + 3 6 . 4 9 ( L T 6 . 0 0 ) 12 " x 4 5 ° V E R T . B E N D ST A : 7 8 + 4 1 . 4 9 ( L T 6 . 0 0 ) 12 " x 4 5 ° V E R T . B E N D ST A : 7 9 + 6 1 . 9 8 ( L T 6 . 0 0 ) 12 " x 6 " W A T E R T E E ST A : 7 2 + 3 4 . 0 0 ( L T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 7 2 + 5 4 . 0 0 ( L T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E 0.50%1.80% -0.50% 0.50%-0.50% 0.56% GR A D E B R E A K S T A = 7 1 + 9 2 . 5 3 CL E L E V = 4 8 7 8 . 4 3 GR A D E B R E A K S T A = 7 3 + 0 7 . 5 3 CL E L E V = 4 8 7 8 . 4 3 GR A D E B R E A K S T A = 7 4 + 2 6 . 0 6 CL E L E V = 4 8 7 7 . 8 4 GR A D E B R E A K S T A = 7 8 + 5 0 . 0 0 CL E L E V = 4 8 8 0 . 2 2 GR A D E B R E A K S T A = 7 9 + 0 7 . 9 9 CL E L E V = 4 8 8 0 . 9 1 ↕ 3.00' (SD) ST A : 7 4 + 2 6 . 0 6 ( L T 2 6 . 5 0 SD I N L E T - W RI M : 4 8 7 7 . 2 3 IN V O U T : 4 8 7 4 . 2 3 - 1 2 " ( N ) ↕ 18.06' (SS)↕ 16.32' (SS) ST A : 7 5 + 3 0 . 0 9 , ( R T 6 . 0 0 ) SS M H - 1 4 RI M : 4 8 7 8 . 3 0 IN V I N : 4 8 6 2 . 0 8 - 8 " ( N ) IN V O U T : 4 8 6 1 . 9 8 - 8 " ( W ) 274.09' of 8" S.S. @ 0.40% ST A : 7 2 + 5 6 . 0 0 , ( R T 6 . 0 0 ) SS M H - 1 5 RI M : 4 8 7 8 . 6 2 IN V I N : 4 8 6 0 . 8 8 - 8 " ( W ) IN V I N : 4 8 6 0 . 8 8 - 8 " ( E ) IN V O U T : 4 8 6 0 . 5 5 - 1 2 " ( S ) 48" IRRIGATION PIPING 3' SEPARATION MINIMUM ST A : 7 5 + 4 2 . 0 9 ( L T 6 . 0 0 ) 12 " X 8 " T E E ST A : 7 4 + 9 6 . 0 2 ( L T 6 . 0 0 ) 12 " X 6 " T E E TETON RIVER TEMPLE STREET PROFILE 3 STATION 12" DI WATER MAIN - 1870 TOTAL LF FROM STATION 61+00 - 79+75 EXISTING SURFACE PROPOSED SURFACE 6' SEPARATION MINIMUM g g g g g g g g to e to e to e to e to e to e to e to e pp pppp 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 0.6% 0.6% 2. 1 % 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % 20LF OF 12" S.D. @ 1.00% 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SSSSSSSS SS SS 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 SD SD SD IR IR R IR IR R 8' ' W S S efo e fo e fo BE L BF O BF O BE L BE L BE L BEL BEL BELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO BFO BFO BFO BFO BFO BFO BF O BF O BF O BF O BF O BF O BF O BF O R30' 5' R3 0 ' R 3 0 ' R 2 3 . 5 ' R 1 8 . 3 ' R18.7' 6. 5 ' TBC: 4878.22 TBC: 4878.43 TOA:4879.73 TOA:4879.65 TOA:4877.86 TOA:4878.08 TOC: 4878.27 TOC: 4878.35 TOC: 4878.42 TOC: 4878.49 DTBC:4877.92DTBC:4877.77 TOG: 4877.28 TOG: 4877.25 TBC: 4877.69 5' 6. 5 ' 5' 5' 5' 15 ' P . U . E . 5 ' 8.7' 7. 6 ' 23' 8.1' 8 . 8 ' 5.7' 6. 5 ' 5' 7 . 6 ' 9.7' 1 0 . 2 ' 10.2' 7.1 ' 6.8' 5 ' 14 . 5 ' 11.1' 8.7 ' 9. 3 ' 8 . 3 ' 6.5'6.9' 6. 5 ' R23. 5 ' 15 ' P . U . E . 8 . 8 ' 8.8 ' 11 . 5 ' 26' 6. 5 ' TOA:4877.89 TOA:4878.04 24 ' 24 ' 24 ' 12 ' SSMH - 15 SSMH - 14 SS PLUG 15 RIM: 4877.80 INV OUT: 4862.32 8" (S) 61LF OF 8" SS @ 0.40% 8" S.S. 48 . 5 ' STA: 74+26.07 SDMH-W RIM: 4877.75 INV IN: 4874.18 12" (S) INV OUT: 4874.08 12" (NW) STA: 74+26.06 SDMH-X RIM: 4877.74 INV IN: 4874.18 12" (N) INV OUT: 4874.08 12" (W) INV OUT: 4874.08 12" (E) STA: 74+26.06 SD INLET-W RIM: 4877.23 INV OUT: 4874.23 12" (N) STA: 74+26.06 SD INLET-X RIM: 4877.23 INV OUT: 4874.23 12" (S) 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 20LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 6LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 0.6%0.5% 6. 2 ' 245.6' TBC: 4877.69 4 8 7 8 4 8 7 8 4 8 7 8 4 8 7 8 4 8 7 8 4878 4878 4878 4878 4879 4879 4879 4 8 8 0 48 8 0 4880 6. 3 ' 110.4'131.7' 6. 3 ' FLANGE ELEVATION: 4878.22 FLANGE ELEVATION: 4879.98 2.8% 2.6% 25 ' 12 ' TOA:4877.34 TOA:4877.84 TOA:4877.34 34 ' 25 ' 12' 2. 0 % 2. 0 % 4850 4860 4870 4880 4890 60+60 4.00' of 8" S.S. @ 0.40% 4850 4860 4870 4880 4890 80+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.2_TETON RIVER TEMPLE ST P&P 3.dwg - C.6.2 TETON RIVER TEMPLE ST P&P 3 - 2/15/2024 04:03pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN SHEET C.4.2 SH E E T C . 6 . 1 TETON RIVER TEMPLE ST. SHEET C.4.1 2N D E A S T 66 67 67 68 66 67 67 68 52 38 0 30'60' SCALE: 1" = 30' 49 36 C.9.0 6 02 02 02 02 56 56 04 03 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE T O N R I V E R T E M P L E S T P & P 3 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 18 C.6.2 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 38 37 51 45 52 37 40 38 54 52 53 67 41 SHEET C.7.0 41 INFILTRATOR DETAILS SHOWN ON SHEET C.4.1 37 SEE SHEET C.6.1 FOR SIDEWALK RAMP ELEVATIONS 53 49 50 49 41 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4840 4850 4860 4870 4880 4890 80+50 81+00 82+00 83+00 84+00 85+00 86+00 87+00 81+00 48 7 8 . 6 5 48 7 7 . 4 2 82+00 48 7 8 . 1 5 48 7 7 . 4 1 83+00 48 7 7 . 6 5 48 7 7 . 2 1 84+00 48 7 7 . 1 5 48 7 7 . 0 9 85+00 48 7 6 . 6 5 48 7 6 . 8 4 86+00 48 7 6 . 1 5 48 7 6 . 8 3 87+00 48 7 6 . 1 4 48 7 6 . 7 8 STA = 80+80.04 T.O.W. = 4872.64 STA = 86+51.11 T.O.W. = 4869.89 -0.50% 0.50% -0.50% GR A D E B R E A K S T A = 8 0 + 8 6 . 4 1 CL E L E V = 4 8 7 8 . 7 2 GR A D E B R E A K S T A = 8 6 + 5 1 . 1 1 CL E L E V = 4 8 7 5 . 8 9 ST A : 8 6 + 5 1 . 1 1 ( R T 2 6 . 4 7 SD I N L E T - Z RI M : 4 8 7 5 . 2 8 IN V O U T : 4 8 7 2 . 2 8 - 1 2 " ( W ) ↕ 3.00' (SD) ↕ 17.36' (SS) ↕ 17.28' (SS) ↕ 18.06' (SS) ST A : 8 0 + 9 2 . 4 1 , ( L T 6 . 0 0 ) SS M H - 1 5 RI M : 4 8 7 8 . 6 2 IN V I N : 4 8 6 0 . 8 8 - 8 " ( W ) IN V I N : 4 8 6 0 . 8 8 - 8 " ( E ) IN V O U T : 4 8 6 0 . 5 5 - 1 2 " ( S ) 297.20' of 12" S.S. @ 0.22% ST A : 8 3 + 8 9 . 6 1 , ( L T 6 . 0 0 ) SS M H - 2 3 RI M : 4 8 7 7 . 0 8 IN V I N : 4 8 5 9 . 9 0 - 1 2 " ( N ) IN V I N : 4 8 6 0 . 2 3 - 8 " ( E ) IN V I N : 4 8 6 0 . 2 3 - 8 " ( W ) IN V O U T : 4 8 5 9 . 8 0 - 1 2 " ( S ) 360.09' of 12" S.S. @ 0.22% ST A : 8 7 + 4 9 . 7 0 , ( L T 6 . 0 0 ) SS M H - 2 2 RI M : 4 8 7 6 . 2 7 IN V I N : 4 8 5 9 . 0 1 - 1 2 " ( N ) IN V O U T : 4 8 5 8 . 9 1 - 1 2 " ( S ) TEMPLE VIEW DR PROFILE 1 STATION ST A : 8 0 + 8 0 . 4 4 ( R T 6 . 0 2 ) 12 " T E E ST A : 8 3 + 3 1 . 5 0 ( R T 6 . 0 0 ) 12 " X 6 " T E E ST A : 8 4 + 0 1 . 6 1 ( R T 6 . 0 0 ) 12 " X 8 " T E E ST A : 8 0 + 9 0 . 4 1 ( R T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E 12" DI WATER MAIN - 1630 TOTAL LF FROM STATION 80+75 - 9 7 + 1 4 EXISTING SURFACE PROPOSED SURFACE 6' SEPARATION MINIMUM 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W S SS SS SS SS SS S SS 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 PI : 8 0 + 8 5 . 5 1 SD SD 8' ' W SSSSSSSSSS S 8' ' W 8' ' W S S S efo efo BE L BE L BF O BF O BF O BF O BF O BF O BF O BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO5' 15 ' P . U . E . TBC: 4877.13 TBC: 4876.92 TOC: 4877.05 TOC: 4877.12TOC: 4877.27 TOC: 4877.20 TOA: 4876.60 TOA: 4876.75 DTBC: 4876.95 DTBC: 4877.10 TOA: 4876.78 TOA: 4876.57 TBC: 4877.14 30' 6. 5 ' 8 . 8 ' 8.8 ' 5' 15 ' P . U . E 15 ' P . U . E . 6' 6' 6.5' 5' 5' 5' 6' 5' 5' 6.5' 6' 5' R23 . 5 ' R1 8 . 5 ' R18.5' R30 ' 15' 5' 5' 8.4' 8. 4 ' 6.5' 6.5' 8 . 4 ' 8.4' 6.5 ' 6.5 ' 6. 5 ' 6.5' 15' P.U.E. R 3 0 ' R 2 3 . 5 ' R 1 8 . 5 ' R18.5' 15' 5 ' 5' 6.5' 6. 5 ' 8.4 ' 6 . 5 ' 6 . 5 ' 8.4' 8 . 4 ' 6. 5 ' 6.5' 8.4' 46 . 9 ' 58 . 9 ' SSMH - 15 SS PLUG 7 RIM: 4877.10 INV OUT: 4860.48 8" (E) SSMH - 23 SSMH - 22 SS PLUG 8 RIM: 4875.54 INV OUT: 4860.43 8" (W) 12" S.S.12" S.S. 49LF OF 8" SS @ 0.40% 60LF OF 8" SS @ 0.40% 4877 48 7 7 48 7 7 4878 48 7 8 48 7 8 4878 4877 4876 4876 4876 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 2. 1 % 2. 1 % 2. 1 % 2 . 1 % 1.6 % STA: 86+51.11 SDMH-Z RIM: 4875.81 INV IN: 4872.23 12" (E) INV OUT: 4872.13 12" (NW) INV OUT: 4872.13 12" (SW) STA: 86+51.11 SD INLET-Z RIM: 4875.28 INV OUT: 4872.28 12" (W) 5LF OF 12" S.D. @ 1.00% 161' 5. 5 ' 259.8' 6. 3 ' 12 ' 0.5%0.5% 1.2 % 1 . 2 % 2.0% 24 ' FLANGE ELEVATION: 4877.48 138.8' 6. 2 ' 6LF OF 12" S.D. @ 1.00% 6LF OF 12" S.D. @ 1.00% 25 . 2 ' STA: 86+51.11 SD INLET-Y RIM: 4875.28 INV OUT: 4872.28 12" (E) 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% STA: 86+51.11 SDMH-Y RIM: 4875.80 INV IN: 4872.23 12" (W) INV OUT: 4872.13 12" (S) TOA: 4878.72 TOA: 4878.22 TBC: 4875.75 TOG: 4875.29 TOA: 4875.39 TOA: 4875.39 TOG: 4875.31 TBC: 4875.75 34 ' 12 ' TOA: 4875.89 2. 0 % 2. 0 % 4840 4850 4860 4870 4880 4890 98+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0_TEMPLE VIEW DRIVE P&P 1.dwg - C.7.0 TEMPLE VIEW DR P&P 1 - 2/15/2024 04:08pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N SHEET C.6.1 TE T O N R I V E R T E M P E S T . SHEET C.6.2 C.9.0 6 0 30'60' SCALE: 1" = 30' 02 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE M P L E V I E W D R P & P 1 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 19 C.7.0 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 02 02 04 03 02 02 02 49 41 50 37 51 45 45 52 38 45 52 40 37 41 SH E E T C . 7 . 1 54 54 53 53 52 52 TEMPLE VIEW DR. 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 66 67 6867 53 INFILTRATOR DETAILS SHOWN ON SHEET C.7.1 67 EL E V A T I O N S F O R R A M P S SH O W N O N S H E E T C . 6 . 2 55 55 55 67 67 68 66 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y Station STREET B PROFILE 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 87+00 48 7 6 . 1 4 48 7 6 . 7 8 88+00 48 7 6 . 6 4 48 7 6 . 6 0 89+00 48 7 6 . 5 3 48 7 6 . 4 4 90+00 48 7 6 . 0 2 48 7 6 . 2 6 91+00 48 7 5 . 5 2 48 7 6 . 2 0 92+00 48 7 5 . 8 7 48 7 5 . 9 7 93+00 48 7 6 . 3 7 48 7 5 . 8 3 94+00 48 7 6 . 8 7 48 7 5 . 8 7 STA = 86+51.11 T.O.W. = 4869.89 ST A = 8 8 + 3 9 . 1 1 T. O . W . = 4 8 7 0 . 8 3 STA = 91+14.81 T.O.W. = 4869.44 0.50% 0.50%-0.50% GR A D E B R E A K S T A = 8 6 + 5 1 . 1 1 CL E L E V = 4 8 7 5 . 8 9 GR A D E B R E A K S T A = 8 8 + 3 9 . 1 1 CL E L E V = 4 8 7 6 . 8 3 GR A D E B R E A K S T A = 9 1 + 1 4 . 8 1 CL E L E V = 4 8 7 5 . 4 4 GR A D E B R E A K S T A = 9 3 + 0 7 . 4 5 CL E L E V = 4 8 7 6 . 4 1 ST A : 8 6 + 5 1 . 1 1 ( R T 2 6 . 4 7 SD I N L E T - Z RI M : 4 8 7 5 . 2 8 IN V O U T : 4 8 7 2 . 2 8 - 1 2 " ( W ) ST A : 9 1 + 1 4 . 8 1 ( R T 2 6 . 4 7 SD I N L E T - B B RI M : 4 8 7 4 . 8 4 IN V O U T : 4 8 7 1 . 8 4 - 1 2 " ( W ) ↕ 3.00' (SD) ↕ 3.00' (SD) ↕ 17.43' (SS) ↕ 17.36' (SS) ST A : 8 7 + 4 9 . 7 0 , ( L T 6 . 0 0 ) SS M H - 2 2 RI M : 4 8 7 6 . 2 7 IN V I N : 4 8 5 9 . 0 1 - 1 2 " ( N ) IN V O U T : 4 8 5 8 . 9 1 - 1 2 " ( S ) 380.00' of 12" S.S. @ 0.22% ST A : 9 1 + 2 9 . 7 0 , ( L T 6 . 0 0 ) SS M H - 2 1 RI M : 4 8 7 5 . 4 0 IN V I N : 4 8 5 8 . 0 7 - 1 2 " ( N ) IN V O U T : 4 8 5 7 . 9 7 - 1 2 " ( S ) 380.00' of 12" S.S. @ 0.22% TEMPLE VIEW DR PROFILE 2 STATION ST A : 8 9 + 1 1 . 3 7 ( R T 6 . 0 0 ) 12 " X 6 " T E E 12" DI WATER MAIN - 1630 TOTAL LF FROM STATION 80+75 - 97+1 4 EXISTING SURFACEPROPOSED SURFACE 6' SEPARATION MINIMUM 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W S SS SS SS SSSSSSSSSSSS87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 SD SD SD SD SS SS S efo efo BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4 8 7 6 15 ' P . U . E . 15 ' P . U . E . 487 6 4876 4876 48 7 6 4876 4876 4876 4876 SSMH - 22 SSMH - 21 12" S.S.12" S.S. 2. 1 % 2 . 1 % 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 12 ' STA: 86+51.11 SDMH-Y RIM: 4875.80 INV IN: 4872.23 12" (W) INV OUT: 4872.13 12" (S) STA: 91+14.80 SDMH-BB RIM: 4875.36 INV IN: 4871.79 12" (E) INV IN: 4871.63 12" (NW) INV OUT: 4871.69 12" (SW) STA: 91+14.80 SDMH-AA RIM: 4875.35 INV IN: 4871.78 12" (W) INV OUT: 4871.78 12" (S) STA: 86+51.11 SD INLET-Y RIM: 4875.28 INV OUT: 4872.28 12" (E) STA: 91+14.81 SD INLET-BB RIM: 4874.84 INV OUT: 4871.84 12" (W) STA: 91+14.80 SD INLET-AA RIM: 4874.83 INV OUT: 4871.83 12" (E) 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 6LF OF 12" S.D. @ 1.00% 0.5%0.5%0.5% 6LF OF 12" S.D. @ 1.00% 24 ' 6. 3 ' 153.1'153.1' 6. 3 ' 295.4' 6. 2 ' 259.8' 6. 2 ' 138.8' 6. 2 ' 25 . 2 ' 25 . 2 ' 34 ' 12 ' TBC: 4875.75 TBC: 4875.75 TOA:4875.39 TOG:4875.30 TOG:4875.30 TOA:4875.39 TBC: 4875.30 TBC: 4875.30 TOA:4874.94 TOG:4874.86 TOG:4874.85 TOA:4874.94 TBC: 4876.69 TBC: 4876.69 TOA:4876.33 TOA:4876.33 TOA:4876.83 TOA:4875.44 TOA:4875.89 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 4840 4850 4860 4870 4880 4890 80+50 4840 4850 4860 4870 4880 4890 98+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.1_TEMPLE VIEW DRIVE P&P 2.dwg - C.7.1 TEMPLE VIEW DR P&P 2 - 2/15/2024 04:13pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N TEMPLE VIEW DR. SH E E T C . 7 . 2 C.9.0 6 0 30'60' SCALE: 1" = 30' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE M P L E V I E W D R P & P 2 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 20 C.7.1 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE SH E E T C . 7 . 0 37 37 38 53 53 52 52 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 67 67 67 67 66 66 68 68 EL E V A T I O N SEE SHEET C.7.0 FOR INFILTRATOR LABELS AND CALLOUTS 67 25 . 2 ' 34 ' 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4840 4850 4860 4870 4880 4890 93+00 94+00 95+00 96+00 97+00 98+00 93+00 48 7 6 . 3 7 48 7 5 . 8 3 94+00 48 7 6 . 8 7 48 7 5 . 8 7 95+00 48 7 7 . 3 7 48 7 5 . 6 7 96+00 48 7 7 . 8 7 48 7 5 . 5 2 97+00 48 7 8 . 3 7 48 7 7 . 9 9 ST A = 9 7 + 0 5 . 4 6 T. O . W . = 4 8 7 2 . 4 0 ST A = 9 7 + 2 5 . 3 9 T. O . W . = 4 8 7 2 . 1 9 0.50% 0.50%0.50% GR A D E B R E A K S T A = 9 3 + 0 7 . 4 5 CL E L E V = 4 8 7 6 . 4 1 GR A D E B R E A K S T A = 9 6 + 4 7 . 8 4 CL E L E V = 4 8 7 8 . 1 1 GR A D E B R E A K S T A = 9 7 + 0 5 . 4 6 CL E L E V = 4 8 7 8 . 4 0 ↕ 21.70' (SS) ↕ 20.27' (SS) 380.00' of 12" S.S. @ 0.22% ST A : 9 5 + 0 9 . 7 0 , ( L T 6 . 0 0 ) SS M H - 2 0 RI M : 4 8 7 7 . 3 0 IN V I N : 4 8 5 7 . 1 3 - 1 2 " ( N ) IN V I N : 4 8 5 7 . 3 0 - 8 " ( E ) IN V I N : 4 8 5 7 . 3 0 - 8 " ( W ) IN V O U T : 4 8 5 7 . 0 3 - 1 2 " ( S ) 178.66' of 12" S.S. @ 0.22% ST A : 5 2 + 5 6 . 0 3 , ( L T 1 7 . 0 8 ) SS M H - 2 RI M : 4 8 7 8 . 2 4 IN V I N : 4 8 5 6 . 6 4 - 1 2 " ( E ) IN V I N : 4 8 5 6 . 6 4 - 1 2 " ( N ) IN V I N : 4 8 5 6 . 9 7 - 8 " ( S ) IN V O U T : 4 8 5 6 . 5 4 - 1 2 " ( W ) TEMPLE VIEW DR PROFILE 3 STATION ST A : 9 7 + 0 3 . 5 7 ( R T 5 . 9 9 ) 16 " X 1 2 " C R O S S ST A : 9 6 + 9 3 . 5 7 ( R T 6 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 9 7 + 1 3 . 6 0 ( R T 5 . 9 7 ) 8" G A T E V A L V E ST A : 9 7 + 2 4 . 9 9 ( R T 5 . 9 2 ) 8" P L U G ST A : 9 7 + 0 7 . 2 0 ( R T 6 . 0 0 ) 12 " T O 8 " R E D U C E R ST A : 9 4 + 5 1 . 6 6 ( R T 6 . 0 0 ) 12 " X 6 " T E E ST A : 9 5 + 2 1 . 7 0 ( R T 6 . 0 0 ) 12 " X 8 " C R O S S ST A : 9 6 + 4 0 . 5 4 ( R T 6 . 0 0 ) 12 " X 6 " T E E 8" DI WATER MAIN - 30 TOTAL LF FROM STATION 124+50 TO END 12" DI WATER MAIN - 1630 TOTAL LF FROM STATION 80+75 - 97+14 EXISTING SURFACE PROPOSED SURFACE 6' SEPARATION MINIMUM 36.58' of 8" S.S. @ 0.43% ST A : 9 7 + 2 4 . 9 2 , ( L T 6 . 0 6 ) SS P L U G 1 7 RI M : 4 8 7 7 . 4 4 IN V O U T : 4 8 5 7 . 1 3 - 8 " ( N ) 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16 ' ' W 16 ' ' W SSSSSSS SS SS93+00 94+00 95+00 96+00 97+00 PI : 9 7 + 0 6 . 3 6 8' ' W 8' ' W 8' ' W SS e fo BF O BE L 2.1% R30 ' R18.5' R1 8 . 5 ' 1 5 ' 5' 6.5' 6. 5 ' 6.5 ' 6.5 ' 8. 4 ' 8 . 4 ' 6.5' 6.5' 8.4' 8.4' R23 . 5 ' 5' SSMH - 2 SS PLUG 6 RIM: 4877.32 INV OUT: 4857.40 8" (W) SSMH - 20 SS PLUG 17 SS PLUG 5 RIM: 4875.64 INV OUT: 4857.54 8" (E) 12" S.S.12" S.S. 25LF OF 8" SS @ 0.40% 60LF OF 8" SS @ 0.40% 8" S.S. 36 . 8 ' 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 2.1% 2 . 1 % 1.5% 15 ' P . U . E . 15 ' P . U . E . 48 7 6 4876 48 7 7 48 7 6 48 7 7 48 7 6 4878 4876 4876 4877 4876 4877 4876 48 7 8 4 8 7 8 48 7 7 48 7 7 48 7 7 12 ' 21.4' 24 ' 0.5% 48 . 5 ' 24 ' FLANGE ELEVATION 4877.12 34 ' 12' TBC: 4877.61 TOA:4877.97 FLANGE ELEVATION: 4878.07 TBC: 4877.95 1 . 2 % 1.2 % 2.0% TOA:4878.40 TOA:4877.82 TOA:4877.82 TOA:4878.00 12' El e v a t i o n 4840 4850 4860 4870 4880 4890 80+50 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.2_TEMPLE VIEW DRIVE P&P 3.dwg - C.7.2 TEMPLE VIEW DR P&P 3 - 2/15/2024 04:17pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N SH E E T C . 7 . 1 MO O D Y R O A D C.9.0 6 0 30'60' SCALE: 1" = 30' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE M P L E V I E W D R P & P 3 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 21 C.7.2 02 02 03 04 SHEET C.5.2 SHEET C.5.1 TEMPLE VIEW DR. 37 38 37 51 45 40 5241 45 52 40 38 49 46 39 45 4052 41 415353 54 54 54 52 52 52 5252 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 37 SEE SHEET C.7.1 FOR INFILTRATOR LABELS AND CALLOUTS 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y El e v a t i o n 4830 4840 4850 4860 4870 4880 4890 101+50 102+00 103+00 104+00 105+00 106+00 107+00 108+00 102+00 48 7 7 . 2 8 103+00 48 8 2 . 6 4 48 7 7 . 4 1 104+00 48 8 1 . 6 2 48 7 7 . 2 3 105+00 48 8 0 . 4 6 48 7 7 . 1 0 106+00 48 7 9 . 2 9 48 7 6 . 9 9 107+00 48 7 8 . 1 2 48 7 6 . 7 7 108+00 48 7 7 . 3 9 48 7 6 . 6 3 0.50%-0.50% -0.50% -1.17% -1.17% -1.17% -1.50% ST A : 1 0 7 + 8 7 . 7 6 , ( L T 3 . 0 0 ) SS M H - 1 1 RI M : 4 8 7 7 . 4 2 IN V I N : 4 8 6 4 . 0 4 - 8 " ( N ) IN V I N : 4 8 6 4 . 0 4 - 8 " ( W ) IN V O U T : 4 8 6 3 . 9 4 - 8 " ( S ) IN V O U T : 4 8 6 3 . 9 4 - 8 " ( E ) ST A : 1 0 2 + 4 7 . 2 5 , ( L T 3 . 0 0 ) SS M H - 1 3 RI M : 4 8 8 2 . 8 4 IN V O U T : 4 8 6 6 . 3 0 - 8 " ( S ) 218.68' of 8" S.S. @ 0.40% 321.82' of 8" S.S. @ 0.40% ST A : 1 0 4 + 6 5 . 9 4 , ( L T 3 . 0 0 ) SS M H - 1 2 RI M : 4 8 8 0 . 7 9 IN V I N : 4 8 6 5 . 4 2 - 8 " ( N ) IN V I N : 4 8 6 5 . 4 2 - 8 " ( W ) IN V O U T : 4 8 6 5 . 3 2 - 8 " ( S ) ↕ 16.54' (SS) ↕ 15.47' (SS) ↕ 13.48' (SS) WEST CHURCH DR PROFILE 1 STATION PROPOSED SURFACE EXISTING SURFACE 6' SEPARATION MINIMUM STA = 102+59.16 T.O.W. = 4874.49 ST A : 1 0 7 + 8 5 . 8 8 ( R T 9 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 1 0 4 + 7 7 . 9 4 ( R T 9 . 0 0 ) 12 " X 8 " T E E ST A : 1 0 7 + 7 5 . 8 8 ( R T 9 . 0 0 ) 12 " X 1 2 " C R O S S ST A : 1 0 7 + 6 5 . 8 8 ( R T 9 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 1 0 4 + 0 5 . 1 5 ( R T 9 . 0 0 ) 12 " x 6 " W A T E R T E E ST A : 1 0 2 + 6 4 . 2 9 ( R T 9 . 0 0 ) 12 " x 4 5 ° V E R T . B E N D 12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 1 0 2 + 5 0 - 1 2 4 + 0 0 ST A : 1 0 2 + 5 9 . 2 9 ( R T 4 . 0 0 ) 12 " x 4 5 ° V E R T . B E N D GRADE BREAK STA = 102+47.10 CL ELEV = 4882.90 GRADE BREAK STA = 103+75.96 CL ELEV = 4881.90 GR A D E B R E A K S T A = 1 0 7 + 2 4 . 2 5 CL E L E V = 4 8 7 7 . 8 4 65 + 0 0 66 + 0 0 102+00 103+00 104+00 105+00 106+00 107+00 108+00 PI : 1 0 2 + 4 7 . 2 7 PI : 1 0 7 + 2 5 . 0 0 PI : 1 0 8 + 5 0 . 0 0 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W S SS 102+00 103+00 104+00 105+00 106+00 107+00 108+00 PI : 1 0 2 + 4 7 . 2 7 PI : 1 0 7 + 2 5 . 0 0 PI : 1 0 8 + 5 0 . 0 0 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 8' ' W SS SS SS S S S e fo e fo BE L BE L BF O BF O BF O BF O BF O BF O BF O BF O BEL BEL BEL BEL BEL BEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO SD 5' 8.8 ' 26' 8 . 8 ' 6'6' 11 . 5 ' 11 . 5 ' 5' 6. 5 ' 6 . 5 ' 8.4 ' 8.4' 8 . 4 ' 6. 5 ' 6.5' 8.4' 15 ' R30' R 2 3 . 5 ' R 1 8 . 5 ' R18.5' 6 . 5 ' 5 ' R3 0 ' R2 3 . 5 ' R18.5' 1 5 ' 8 . 4 ' 8.4' 6.5'6.5' 8. 4 ' 8.4' 6.5 ' 5' 5' 5.5' 6.5 ' R30 ' R23 . 5 ' R18.5' R1 8 . 5 ' 8.4' 6.5' 6.5' 8. 4 ' 8.4'6.5 ' 6.5 ' 8 . 4 ' 5' 1 5 ' 6. 5 ' R 2 3 . 5 ' R18. 5 ' R 1 8 . 5 ' R 3 0 ' 15 ' 5' 8.4' 6.5' 6. 5 ' 8 . 4 ' 8.4' 6 . 5 ' 6 . 5 ' 8.4 ' 6. 5 ' 6.5' 4881 SSMH - 13 SSMH - 12 SS PLUG 14 RIM: 4877.25 INV OUT: 4865.63 8" (E) SSMH - 11 8" S.S.8" S.S. 8" S . S . 52LF OF 8" S.D. @ 0.40% 4877 4 8 7 7 4877 4877 4 8 7 7 48 7 7 12 ' 27 . 5 ' 15 ' P . U . E . 15 ' P . U . E . TOC: 4881.90 TOC: 4881.52 TBC: 4881.42 DTBC: 4881.02 TOC: 4881.82 DTBC: 4881.32 TBC: 4881.87 TOA:4881.51 TOA:4881.44 TOA:4881.14 TOA:4881.07 TOC: 4881.59 40 ' 1. 5 % 2.5% 2. 1 % 2 . 3 % 2.3 % 2 . 3 % 2.3 % 2 . 3 % 1.4 % 1. 9 % 1. 8 % 1.3% 0.8%1.2% 0. 5 % 0. 5 % 12' FLANGE ELEVATION: 4882.95 FLANGE ELEVATION: 4881.67 15 . 5 ' 0. 0 % 1. 3 % 1.3% 0.5%1.2%0.5% TBC: 4877.81 TBC: 4877.81 TBC: 4877.07TBC: 4877.07 TBC: 4877.16 TBC: 4877.16 TBC: 4877.07TBC: 4877.00 488 3 48 8 3 48834882 4881 4880 48794878 4882 4881 4880 4879 4878 48 7 7 4 8 7 7 48 7 7 4 8 7 7 4877 11 ' 199.7' STA: 65+66.16 SDMH-T RIM: 4878.11 INV IN: 4874.04 12" (W) INV OUT: 4873.94 12" (N) STA: 65+61.53 SD INLET-T RIM: 4877.40 INV IN: 4874.19 12" (W) INV OUT: 4874.09 12" (E) STA: 65+19.53 SD INLET-S RIM: 4877.40 INV OUT: 4874.40 12" (E) 42LF OF 12" S.D. @ 0.50% 5LF OF 12" S.D. @ 1.00% 8LF OF 12" S.D. @ 1.00% 31 . 5 ' 12 ' 2. 0 % 2. 0 % TOA:4881.91 TBC: 4881.87 TOA:4881.52 4830 4840 4850 4860 4870 4880 4890 125+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.0_WEST CHURCH DR P&P 1.dwg - WEST CHURCH DR P&P 1 - 2/16/2024 11:15am, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 WE S T C H U R C H D R P & P 1 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 23 C.8.0 C.9.0 7 56 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 02 02 02 02 03 03 04 04 02 02 02 02 38 51 45 40 44 49 49 37 37 37 4841 41 41 53 53 53 54 52 52 52 52 SHEET C.6.1 SHEET C.6.0 SH E E T C . 8 . 1 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 55 38 67 67 67 66 66 68 41 INFILTRATOR DETAILS SHOWN ON SHEET C.6.0 INFILTRATOR DETAILS SHOWN ON SHEET C.6.0 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y STREET C PROFILE 109+00 110+00 111+00 112+00 113+00 109+00 48 7 6 . 8 8 48 7 6 . 3 5 110+00 48 7 6 . 3 7 48 7 6 . 0 5 111+00 48 7 5 . 8 5 48 7 5 . 9 0 112+00 48 7 5 . 3 4 48 7 5 . 6 8 113+00 48 7 4 . 8 3 48 7 5 . 8 2 -0.50% -0.51% ST A : 1 1 3 + 2 0 . 1 5 ( L T 2 1 . 0 0 300.20' of 8" S.S. @ 0.40% ST A : 1 1 0 + 8 7 . 9 6 , ( L T 3 . 0 1 ) SS M H - 1 0 RI M : 4 8 7 5 . 8 6 IN V I N : 4 8 6 2 . 7 4 - 8 " ( N ) IN V I N : 4 8 6 2 . 7 4 - 8 " ( E ) IN V I N : 4 8 6 2 . 7 4 - 8 " ( W ) IN V O U T : 4 8 6 2 . 6 4 - 8 " ( S ) 357.12' of 8" S.S. @ 0.40% ↕ 13.22' (SS) WEST CHURCH DR PROFILE 2 STATION PROPOSED SURFACE EXISTING SURFACE ST A : 1 1 0 + 9 9 . 9 6 ( R T 9 . 0 0 ) 12 " x 8 " C R O S S ST A : 1 1 0 + 2 6 . 8 9 ( R T 9 . 0 0 ) 12 " x 6 " W A T E R T E E 6' SEPARATION MINIMUM 12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 1 0 2 + 5 0 - 1 2 4 + 0 0 GR A D E B R E A K S T A = 1 0 8 + 3 9 . 2 6 CL E L E V = 4 8 7 7 . 1 9 109+00 110+00 111+00 112+00 113+00 PI : 1 0 8 + 5 0 . 0 0 109+00 110+00 111+00 112+00 113+00 PI : 1 0 8 + 5 0 . 0 0 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 8' ' W 8' ' W 8' ' W SSSSSS S SSSSSSS e fo BELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO SS PLUG 11 RIM: 4875.80 INV OUT: 4862.95 8" (E) SSMH - 10 SS PLUG 12 RIM: 4874.49 INV OUT: 4862.92 8" (W) 8" SS 8" SS 46LF OF 8" SS @ 0.40% 52LF OF 8" SS @ 0.40% 4876 4875 4875 4877 4 8 7 6 4875 58 ' 40 ' 15 ' P . U . E . 15 ' P . U . E 2 . 1 % 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % 2 . 1 % 0.5%0.5% 12 ' 15 ' FLANGE ELEVATION: 4876.33 12' 12' 12 ' El e v a t i o n 4830 4840 4850 4860 4870 4880 4890 101+50 4830 4840 4850 4860 4870 4880 4890 125+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.1_WEST CHURCH DR P&P 2.dwg - WEST CHURCH DR P&P 2 - 2/15/2024 04:27pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30'C.9.0 7 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 WE S T C H U R C H D R P & P 2 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 23 C.8.1 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 37 53 45 40 52 45 52 40 37 54 54 53 52 52 52 52 41 SH E E T C . 8 . 2 SH E E T C . 8 . 0 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 38 WEST CHURCH DR 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y Station STREET C PROFILE 113+00 114+00 115+00 116+00 117+00 118+00 119+00 113+00 48 7 4 . 8 3 48 7 5 . 8 2 114+00 48 7 5 . 1 9 48 7 5 . 7 3 115+00 48 7 5 . 7 8 48 7 5 . 4 9 116+00 48 7 6 . 3 6 48 7 5 . 4 3 117+00 48 7 5 . 8 8 48 7 5 . 3 5 118+00 48 7 5 . 3 8 48 7 5 . 1 3 119+00 48 7 4 . 8 8 48 7 5 . 0 6 0.59%-0.50% ↕ 3.31' (SD) ST A : 1 1 3 + 2 0 . 1 5 ( L T 2 1 . 0 0 SD I N L E T - C C RI M : 4 8 7 4 . 2 2 IN V I N : 4 8 7 1 . 0 1 - 1 2 " ( W ) IN V O U T : 4 8 7 0 . 9 1 - 1 2 " ( E ) 357.12' of 8" S.S. @ 0.40% ST A : 1 1 4 + 4 5 . 0 9 , ( L T 3 . 0 3 ) SS M H - 9 RI M : 4 8 7 5 . 3 9 IN V I N : 4 8 6 1 . 2 1 - 8 " ( N ) IN V O U T : 4 8 6 1 . 1 1 - 8 " ( S ) 380.00' of 8" S.S. @ 0.40% ST A : 1 1 8 + 2 5 . 0 9 , ( L T 3 . 0 5 ) SS M H - 8 RI M : 4 8 7 5 . 1 9 IN V I N : 4 8 5 9 . 5 9 - 8 " ( N ) IN V O U T : 4 8 5 9 . 4 9 - 8 " ( S ) ↕ 14.28' (SS)↕ 15.70' (SS) WEST CHURCH DR PROFILE 3 STATION PROPOSED SURFACE EXISTING SURFACE ST A = 1 1 6 + 0 1 . 4 4 T. O . W . = 4 8 7 0 . 3 7 STA = 113+20.15 T.O.W. = 4868.72 ST A : 1 1 6 + 0 6 . 7 2 ( R T 9 . 0 0 ) 12 " x 6 " W A T E R T E E 6' SEPARATION MINIMUM 12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 1 0 2 + 5 0 - 1 2 4 + 0 0 GR A D E B R E A K S T A = 1 1 3 + 2 0 . 1 5 CL E L E V = 4 8 7 4 . 7 2 GR A D E B R E A K S T A = 1 1 6 + 0 1 . 4 4 CL E L E V = 4 8 7 6 . 3 7 113+00 114+00 115+00 116+00 117+00 118+00 119+00 PI : 1 1 7 + 0 0 . 0 0 113+00 114+00 115+00 116+00 117+00 118+00 119+00 PI : 1 1 7 + 0 0 . 0 0 SD 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SS SSSSSS S SSSSSSSSSS SSS e fo BELBELBELBELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO SSMH - 9 SSMH - 8 8" S.S.8" S.S. 4875 4876 4875 487 6 4876 4875 STA: 113+20.15 SDMH-CC RIM: 4874.74 INV IN: 4870.86 12" (W) INV OUT: 4870.76 12" (S) STA: 65+66.16 SD TEE-C RIM: 4874.79 INV IN: 4870.69 12" (N) INV OUT: 4870.69 12" (S) INV OUT: 4870.69 12" (E) STA: 113+20.15 SD INLET-CC RIM: 4874.22 INV IN: 4871.01 12" (W) INV OUT: 4870.91 12" (E) STA: 65+19.53 SD INLET-DD RIM: 4874.22 INV OUT: 4871.22 12" (E) STA: 65+70.91 SD ELBOW-C RIM: 4874.86 INV IN: 4870.65 12" (W) INV IN: 4870.67 12" (W) INV OUT: 4870.67 12" (S) 5LF OF 12" S.D. @ 1.00% 7LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 0.50% 5LF OF 12" S.D. @ 0.60% 42LF OF 12" S.D. @ 0.50% 15 . 5 ' 12 ' 15 ' P . U . E . 15 ' P . U . E . 263.7' 11 ' 0.5%0.6%0.5% 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % 2 . 1 % 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % TBC: 4874.69 TOG: 4874.22 TOA:4874.33 TOA:4874.33 TOG: 4874.22 TBC: 4874.69 FLANGE ELEVATION: 4876.45 31 . 5 ' 2. 0 % 2. 0 % 12 ' 2. 0 % 2. 0 % TBC: 4876.33 TOA:4875.98 TOA:4875.98TBC: 4876.33 El e v a t i o n 4830 4840 4850 4860 4870 4880 4890 101+50 4830 4840 4850 4860 4870 4880 4890 125+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.2_WEST CHURCH DR P&P 3.dwg - WEST CHURCH DR P&P 3 - 2/16/2024 07:42am, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' C.9.0 7 WEST CHURCH DR ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 WE S T C H U R C H D R P & P 3 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 24 C.8.2 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 38 37 37 53 53 52 52 SH E E T C . 8 . 3 SH E E T C . 8 . 1 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES 69 67 68 67 66 66 70 67 67 67 66 41 52 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4830 4840 4850 4860 4870 4880 4890 119+00 120+00 121+00 122+00 123+00 124+00 125+00 119+00 48 7 4 . 8 8 48 7 5 . 0 6 120+00 48 7 4 . 5 6 48 7 4 . 8 3 121+00 48 7 5 . 1 1 48 7 4 . 7 8 122+00 48 7 5 . 6 7 48 7 4 . 5 1 123+00 48 7 6 . 2 2 48 7 4 . 6 1 124+00 48 7 6 . 7 5 48 7 6 . 6 0 0.56% 0.50%-2.00% ↕ 3.31' (SD) ST A : 1 1 9 + 8 2 . 9 9 ( L T 2 1 . 0 0 SD I N L E T - E E RI M : 4 8 7 3 . 9 6 IN V I N : 4 8 7 0 . 7 5 - 1 2 " ( W ) IN V O U T : 4 8 7 0 . 6 5 - 1 2 " ( E ) ST A : 1 2 3 + 8 5 . 1 5 , ( L T 3 . 0 7 ) SS M H - 4 RI M : 4 8 7 6 . 6 4 IN V I N : 4 8 5 4 . 8 8 - 1 2 " ( E ) IN V I N : 4 8 5 5 . 2 1 - 8 " ( N ) IN V I N : 4 8 5 5 . 2 1 - 8 " ( S ) IN V O U T : 4 8 5 4 . 7 8 - 1 2 " ( W ) 384.40' of 8" S.S. @ 0.40% ST A : 1 2 2 + 0 9 . 4 9 , ( L T 3 . 0 7 ) SS M H - 7 RI M : 4 8 7 5 . 6 6 IN V I N : 4 8 5 7 . 9 5 - 8 " ( N ) IN V I N : 4 8 5 7 . 9 5 - 8 " ( E ) IN V I N : 4 8 5 7 . 9 5 - 8 " ( W ) IN V O U T : 4 8 5 7 . 8 5 - 8 " ( S ) 175.67' of 8" S.S. @ 1 . 5 0 % ↕ 17.81' (SS) ↕ 21.86' (SS) WEST CHURCH DR PROFILE 4 STATION PROPOSED SURFACE EXISTING SURFACE STA = 119+82.99 T.O.W. = 4868.46 STA = 124+11.50 T.O.W. = 4870.54 ST A = 1 2 4 + 0 3 . 9 9 T. O . W . = 4 8 7 0 . 7 5 ST A : 1 2 2 + 2 1 . 4 9 ( R T 9 . 0 0 ) 12 " x 8 " C R O S S ST A : 1 2 1 + 4 8 . 3 2 ( R T 9 . 0 0 ) 12 " x 6 " W A T E R T E E ST A : 1 2 4 + 0 7 . 4 7 ( R T 8 . 9 7 ) 8" G A T E V A L V E ST A : 1 2 3 + 9 0 . 2 0 ( R T 9 . 0 0 ) 12 " B U T T E R F L Y V A L V E ST A : 1 2 4 + 1 1 . 3 2 ( R T 8 . 9 5 ) 8" P L U G ST A : 1 2 4 + 0 0 . 2 0 ( R T 8 . 9 9 ) 16 " X 1 2 " C R O S S ST A : 1 2 4 + 0 3 . 8 5 ( R T 8 . 9 9 ) 12 " T O 8 " R E D U C E R 6' SEPARATION MINIMUM 8" DI WATER MAIN - 40 TOTAL LF FROM STATION 124+50 TO END 12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 102+50 - 124+00 26.09' of 8" S.S. @ 0.40% ST A : 1 2 4 + 1 1 . 2 3 , ( L T 3 . 1 2 ) SS P L U G 1 8 RI M : 4 8 7 6 . 7 9 IN V O U T : 4 8 5 5 . 3 2 - 8 " ( N ) GR A D E B R E A K S T A = 1 2 3 + 4 4 . 8 6 CL E L E V = 4 8 7 6 . 4 7 GR A D E B R E A K S T A = 1 2 4 + 1 1 . 2 5 CL E L E V = 4 8 7 6 . 5 8 GR A D E B R E A K S T A = 1 1 9 + 8 2 . 9 9 CL E L E V = 4 8 7 4 . 4 6 119+00 120+00 121+00 122+00 123+00 124+00 124+74 PI : 1 2 4 + 0 2 . 2 5 EP : 1 2 4 + 7 3 . 6 4 16 ' ' W 16 ' ' W 16 ' ' W 119+00 120+00 121+00 122+00 123+00 124+00 124+74 PI : 1 2 4 + 0 2 . 2 5 EP : 1 2 4 + 7 3 . 6 4 SD SD 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 8' ' W 8' ' W 8' ' W SSSSSSSSSS S SS SS SS e fo e fo BELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO BFO BF O BF O B F O B F O B F O BE L BE L BF O BF O BF O BE L INV IN: 4872.47 12" (S) INV OUT: 4872.37 12" (W) INV OUT: 4872.52 12" (N) 5LF OF 12" S.D. @ 1.00% 7L F O F 1 2 " S . D . @ 1 . 0 0 % 5' 7' 108.8' R 2 3 . 5 ' R 1 8 . 5 ' R18.5' 15 ' 5' 6.5'6. 5 ' 8.4' 8 . 4 ' 8.4' 6 . 5 ' 6 . 5 ' 6. 5 ' 8.4 ' R23 . 5 ' R18.5' R1 8 . 5 ' 1 5 ' 8.4' 6.5'6.5' 5' 6.5' 8. 4 ' 8.4' 6.5 ' 6.5 ' 8 . 4 ' 5' SSMH - 4 SS PLUG 10 RIM: 4874.66 INV OUT: 4858.13 8" (W) SSMH - 7 SS PLUG 9 RIM: 4874.49 INV OUT: 4858.16 8" (E) 8" S.S.8" S.S. 46LF OF 8" SS @ 0.40% 52LF OF 8" SS @ 0.40% 8" S.S. SS PLUG 1858 ' 40 ' 15 . 5 ' 15 ' P . U . E . 164.1' 11 ' 12 ' 0.5%0.6% 1. 1 % 1.1% 2 . 1 % 2. 1 % 2 . 1 % 2. 1 % 2. 1 % 2 . 1 % 2 . 1 % 2. 1 % 15 ' P . U . E . 4875 4876 48 7 6 4875 487 5 4875 4875 4875 48 7 5 48 7 5 4 8 7 6 INV IN: 4872.47 12" (S) INV OUT: 4872.37 12" (W) SD ELBOW-A RIM: 4876.15 INV IN: 4872.28 12" (S) INV OUT: 4872.28 12" (W) SD TEE-A RIM: 4876.07 INV IN: 4872.30 12" (E) INV OUT: 4872.30 12" (W) INV OUT: 4872.30 12" (N) INV OUT: 4872.52 12" (N) STA: 119+82.99 SDMH-EE RIM: 4874.48 INV IN: 4870.60 12" (W) INV OUT: 4870.50 12" (S) STA: 65+70.91 SD ELBOW-D RIM: 4874.59 INV IN: 4870.41 12" (W) INV OUT: 4870.41 12" (S) STA: 65+66.16 SD TEE-D RIM: 4874.52 INV IN: 4870.43 12" (N) INV OUT: 4870.43 12" (S) INV OUT: 4870.43 12" (E) STA: 119+82.99 SD INLET-EE RIM: 4873.96 INV IN: 4870.75 12" (W) INV OUT: 4870.65 12" (E) STA: 65+19.53 SD INLET-FF RIM: 4873.96 INV OUT: 4870.96 12" (E) 5LF OF 12" S.D. @ 1.00% 7L F O F 1 2 " S . D . @ 1 . 0 0 % 5LF OF 12" S.D. @ 1.00% 7LF OF 12" S.D. @ 1.00% 5L F O F 1 2 " S . D . @ 1 . 0 0 % 5LF OF 12" S.D. @ 0.50% 5L F O F 1 2 " S . D . @ 0 . 6 0 % 5LF OF 12" S.D. @ 1.00% 5LF OF 12" S.D. @ 0.50% 5LF OF 12" S.D. @ 0.60% 42LF OF 12" S.D. @ 0.50% FLANGE ELEVATION: 4875.48 31 . 5 ' 12 ' TBC: 4874.43 TOA:4874.43 TBC: 4874.07 TOG: 4873.99 TOA:4874.07 TOG: 4874.01 TOA:4874.46 2. 0 % 2. 0 % 12' 12' 48764875 4875 4875 TOA:4876.76 TOA:4876.28 TOA:4876.28 TOA:4876.58 R 3 0 ' R3 0 ' 12 ' El e v a t i o n 4830 4840 4850 4860 4870 4880 4890 101+50 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.3_WEST CHURCH DR P&P 4.dwg - WEST CHURCH DR P&P 4 - 2/16/2024 08:38am, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 8 . 2 C.9.0 7 54 54 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 WE S T C H U R C H D R P & P 4 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 25 C.8.3 WATER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL 16" PLUG INSTALL 16" X 8" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 14" WATER MAIN INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND APPROPRIATE TEE TO MATCH MAINLINE. INSTALL 12'' TO 8'' RUDUCER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" BUTTERFLY VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 12'' CROSS INSTALL 8" GATE VALVE INSTALL 16" X 12" CROSS INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND INSTALL 12'' PLUG INSTALL 12'' BUTTERFLY VALVE INSTALL 12'' X 12'' TEE INSTALL 12'' X 8'' TEE INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6' COVER INSTALL 12'' X 8'' CROSS INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND INSTALL 12'' TO 6'' REDUCER INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STORM DRAIN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE, AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS) INSTALL STORM DRAIN TEE (SIZE PER PLANS) 66 67 68 69 70 SEWER KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 SITE PLAN KEYNOTES *SEE SHEET C.14.0 FOR ALL STANDARD DETAILS INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132 INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022 ENGINEERING STANDARDS - SHEET 7 INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS INSTALL WHITE STOP BAR PAVEMENT MARKING. PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE LOCATION 01 02 03 04 05 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE 02 02 02 02 03 04 37 38 53 45 40 52 41 41 45 40 52 49 46 39 45 4037 54 53 53 52 52 52 55 55 SHEET C.5.0 SHEET C.5.1 41 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS SHEET NOTES MO O D Y WEST CHURCH DR 67 68 67 66 69 67 67 70 67 66 67 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y CAR PARKING CENTERLINE TO PROPERTY LINE THRU TRAFFIC RIGHT TURN OR THRU TRAFFIC THRU TRAFFIC ONLY CAR PARKING 39.5' CAR PARKING CAR PARKING 27.5' 47' 62.5' 10' 2ND EAST: WEST HALF ROW W/ PROPOSED TURN LANE TYPICAL STREET SECTION1 C.9.0 5' 0.5' P/L 6.5' FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. REFERENCE STATIONS 51+07 THROUGH 59+00 MOODY ROAD FULL ROW TYPICAL STREET SECTION4 C.9.0 2.5' 5'15' EASEMENT 0.5' P/L 6.5' MOODY ROAD HALF ROW TYPICAL STREET SECTION5 C.9.0 2.5' 5' 0.5' P/L 6 C.9.0 6.5' 2% 5' 0.5' 2% 0.5' 6.5' 5'15' EASEMENT WEST CHURCH DRIVE - INTERIOR TYPICAL STREET SECTION7 C.9.0 2ND EAST: WEST HALF ROW TYPICAL STREET SECTION3 C.9.0 34' 23' GRANULAR BORROW 2.5' TYP 5' 0.5' P/L GEOTEXTILE FABRIC BELOW AND UP SIDES 20" GRANULAR BORROW 4" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH) 3" ASPHALT PLANT MIX PAVEMENT 2%2%2% 2%2% TIE INTO EXISTING SURFACE ±6.5 4" T Y P 2% 2% GEOTEXTILE FABRIC BELOW AND UP SIDES 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 GRANULAR BORROW 20" GRANULAR BORROW 6" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH) 4" ASPHALT PLANT MIX PAVEMENT EXISTING SURFACE TIE IN, SAW CUT LINE 4" T Y P GRANULAR BORROW GRANULAR BORROW GRANULAR BORROW 2% 2% 2% 2% 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 GEOTEXTILE FABRIC BELOW AND UP SIDES 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 20" GRANULAR BORROW 4" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH)3" ASPHALT PLANT MIX PAVEMENT GRANULAR BORROW GEOTEXTILE FABRIC BELOW AND UP SIDES 20" GRANULAR BORROW 4" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH)3" ASPHALT PLANT MIX PAVEMENT 12" TYP 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 12" TYP12" TYP 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 12" TYP 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 12" TYP FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. REFERENCE STATIONS 41+00 THROUGH 51+07 FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION EIGHT, SHEET 4 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. REFERENCE STATIONS 8+00 THROUGH 13+00 & 18+00 THROUGH 26+00 FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION EIGHT, SHEET 4 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. REFERENCE STATIONS 13+00 THROUGH 18+00 & 30+00 THROUGH 34+00 PROPERTY LINE TO PROPERTY LINE 15' EASEMENT 15' EASEMENT 15' EASEMENT 15' EASEMENT 13'14' ±34' EX 2.5' TYP 2%1.5 - 3% EX ±14'EX ±13'13' 2.5' TYP 14' 2ND EAST: WEST HALF ROW W/ EXISTING EAST TURN LANE INSTALL TYPICAL STREET SECTION2 C.9.0 FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION EIGHT, SHEET 4 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. REFERENCE STATIONS 26+00 THROUGH 30+00 2% EXISTING SURFACE TIE IN 27.5'27.5' 9'12.5'12.5'9'12' 2.5' P/L 2.5' P/L 55' 79' 27.5'27.5' 9'12.5'12.5'9'12' 9' 12.5' 6' CL CL CL CL 62.5' CL ±7' 39.5' ±12' BACK OF CURB TO CENTERLINE LANDSCAPE LANDSCAPE TRAFFIC LANE TRAFFIC LANE LEFT TURN LANE PROPERTY LINE TO PROPERTY LINE BACK OF CURB TO BACK OF CURB LANDSCAPE TRAFFIC LANE TRAFFIC LANE LEFT TURN LANE CAR PARKING LANDSCAPE TRAFFIC LANE LEFT TURN OR THRU TRAFFIC PROPERTY LINE TO CENTER LINE BACK OF CURB TO CENTERLINE LEFT TURN ONLY CENTERLINE TO BACK OF CURB PROPERTY LINE TO PROPERTY LINE THRU TRAFFIC ONLY THRU TRAFFIC ONLY 13' 7' GEOTEXTILE FABRIC BELOW AND UP SIDES 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 20" GRANULAR BORROW 6" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH) 4" ASPHALT PLANT MIX PAVEMENT ±14' RIGHT TURN OR THRU TRAFFIC THRU TRAFFIC ONLY ±45' EX 2.5' TYP EX ±12'EX ±12' ±7' LEFT TURN LANE 7'±7'RIGHT TURN OR THRU TRAFFIC THRU TRAFFIC ONLY ±34' EX 2.5' TYP EX ±14'EX ±13'±14' LEFT TURN LANE THRU TRAFFIC ONLY CENTERLINE TO BACK OF CURB EXISTING SURFACE TIE IN SAWCUT LINE UTILITY & LANDSCAPE STRIP THRU TRAFFIC 62.5' 34' 23' GRANULAR BORROW 2.5' TYP 5' 0.5' P/L 4" T Y P 2% 15' EASEMENT 13'14' GEOTEXTILE FABRIC BELOW AND UP SIDES 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 20" GRANULAR BORROW 6" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH) 4" ASPHALT PLANT MIX PAVEMENT 7'THRU TRAFFIC ONLY CENTERLINE TO BACK OF CURB UTILITY & LANDSCAPE STRIP CENTERLINE TO PROPERTY LINE CL ±14'EX ±14' THRU TRAFFIC ONLY LEFT TURN LANE 1.5 - 3% 1.5 - 3% 3' TIE INTO EXISTING SURFACE 12" TYP 3:1 1' 3'3:1 1' 2ND EAST DITCH TYPICAL SECTION8 C.9.0 2% 0.5' 5'15' EASEMENT P/L LANDSCAPE 2%10:1 ±3:1 2:1 2:1 3 : 1 CL 21' 10'5'4'6'8' 3' 4'6.5' 2% 5' 0.5' 2% 0.5' 6.5' 5'15' EASEMENT GRANULAR BORROW 2%2% GEOTEXTILE FABRIC BELOW AND UP SIDES 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 20" GRANULAR BORROW4" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH) 3" ASPHALT PLANT MIX PAVEMENT GRANULAR BORROW12" TYP 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 12" TYP 15' EASEMENT 2.5'2.5' 44' 68' 22' 9'9' 13' CL LANDSCAPE TRAFFIC LANE PROPERTY LINE TO PROPERTY LINE BACK OF CURB TO BACK OF CURB 13' TRAFFIC LANE 22' CAR PARKING CAR PARKING LANDSCAPE P/L P/L TETON RIVER TEMPLE STREET & TEMPLE VIEW DRIVE - INTERIOR TYPICAL STREET SECTION LEFT TURN LANE H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.0_TYPICAL CROSS SECTIONS.dwg - C.9.0 TYPICAL CROSS SECTION DETAILS - 2/15/2024 04:40pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TY P I C A L C R O S S S E C T I O N D E T A I L S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 26 C.9.0 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 7.7% 8. 0 % 7.7 % 7 . 9 % 8 . 1 % 8. 1 % 7.6% 7. 6 % 1.5 % 1 . 5 % 3. 1 % 2 . 7 % 0.5%0.5% 0. 5 % 1. 4 % 1.0 % 1 . 0 % 4877 4877 4877 4877 TBC: 4877.81 TOA:4877.37 TBC: 4877.72 TOA:4877.28 DTBC: 4877.15 TOA:4877.18 DTBC: 4877.05 TOC: 4877.65 TOC: 4877.55 TBC: 4877.43 TOA:4877.08 TOA:4876.99 DTBC: 4876.86 TOA:4876.89 DTBC: 4876.76 TOA:4876.79 TBC: 4877.14 TOC: 4877.07 TOC: 4877.26 TOC: 4877.36 TOC: 4877.42 TOC: 4877.53 TOC: 4877.34 TOC: 4877.17 TOC: 4877.73 TOC: 4877.90 TOC: 4877.98 TOC: 4877.71 TOC: 4877.90 TOC: 4877.98 TOC: 4877.52 TOC: 4877.34 TOC: 4877.17 TOC: 4877.27 TOC: 4877.34 TOC: 4877.45 TOC: 4877.55 TOC: 4877.63 TBC: 4877.81 TBC: 4877.37 DTBC: 4877.16 DTBC: 4877.05 TBC: 4877.44 DTBC: 4876.87 DTBC: 4876.77 TBC: 4877.15 TBC: 4876.76 TOA:4876.80 TOA:4876.89 TOA:4876.99 TOA:4877.09 TOA:4877.18 TOA:4877.28 TOA:4877.37 TOA:4876.78 TOA:4876.85 TOA:4876.93 TOA:4877.01 TOA:4876.95 TOA:4876.90 TOA:4876.85 TBC: 4877.16 TBC: 4877.20 DTBC: 4876.77 DTBC: 4876.83 TBC: 4877.36 DTBC: 4876.83 DTBC: 4876.73 TBC: 4877.13 TBC: 4877.07 TOC: 4877.17 TOC: 4877.23 TOC: 4877.33 TOC: 4877.33 TOC: 4877.27 TOC: 4877.25 TOC: 4877.33 TOC: 4877.35 TOC: 4877.43 TOC: 4877.33 TOC: 4877.30 TOC: 4877.24 TOC: 4877.33 TOC: 4877.35 TOC: 4877.42 TOC: 4877.30 TOC: 4877.25 TOC: 4877.17 TBC: 4877.07 TOA:4876.72 TOA:4876.78 TBC: 4877.13 TOC: 4877.23 DTBC: 4876.73 TOA:4876.85 TOA:4876.93 TOC: 4877.31 TOC: 4877.32 TBC: 4877.36 TOA:4877.01 TOC: 4877.33 TOC: 4877.27 DTBC: 4876.83 DTBC: 4876.77 TOA:4876.95 TOA:4876.90 TOA:4876.85 TBC: 4877.20 TBC: 4877.14 TOA:4876.80 DTBC: 4876.81 TOC: 4877.25 0.8%0.8% TOA:4877.47 TOA:4877.36 TOA:4876.72 TOA:4876.72 1 . 2 % 1.2 % 1 . 3 % 1.3 %1.3% 1.3 % 2.3% 2. 2 % 7. 7 % 7 . 7 % 7 . 9 % 7.7 %7.8% 7.7 % 1. 4 % 1 . 4 % 4878 4878 4878 4878 0.5% 2. 4 % 1.2 % 1 . 2 % 0.5% TOC: 4878.39 DTBC: 4877.87 DTBC: 4877.89 TBC: 4878.40TBC: 4878.32 TOC: 4878.37 TOC: 4878.41 TOC: 4878.49 TOC: 4878.44 TOC: 4878.47 TOC: 4878.57 TOC: 4878.50 TOC: 4878.41 TOC: 4878.49 TOC: 4878.44 TOC: 4878.36TOC: 4878.39 TOC: 4878.46 TOC: 4878.57 TOC: 4878.50 TBC: 4878.40 TBC: 4878.31 DTBC: 4877.89 DTBC: 4877.86 DTBC: 4877.92 DTBC: 4877.97 DTBC: 4877.97 DTBC: 4877.91 TBC: 4878.31 TBC: 4878.28 TBC: 4878.34 TBC: 4878.28 TOC: 4878.38 TOC: 4878.41 TOC: 4878.48 TOC: 4878.47 TOC: 4878.42 TOC: 4878.49 TBC: 4878.49 TOC: 4878.57 TOC: 4878.42 TOC: 4878.47 TOC: 4878.41 TOC: 4878.48 TOC: 4878.57 TOC: 4878.49 TOC: 4878.46 TOC: 4878.45 TOC: 4878.38 TOC: 4878.38 TOC: 4878.38 TOC: 4878.45 TOC: 4878.45 DTBC: 4877.91 DTBC: 4877.97 DTBC: 4877.92 DTBC: 4877.97 TBC: 4878.28 TBC: 4878.48 TBC: 4878.24 TBC: 4877.78 TBC: 4877.83 TOA:4877.96 TOA:4877.99TOA:4878.01 TOA:4878.04TOA:4878.05 TOA:4878.02TBC: 4877.99 TOA:4877.96 TOC: 4878.47 TOC: 4878.47 TOA:4877.98 TOA:4878.03 TOA:4878.09 TOA:4878.15 TOA:4877.99 TOA:4878.04 TOA:4878.10 TOA:4878.04 TOA:4878.10 TOA:4878.15 TOA:4878.09 TOA:4878.03 TOA:4877.98 TOA:4877.99 TOA:4878.72 1.4% 1.4 % 1 . 5 % 2. 1 % 2 . 1 % 1.5 % 7.8 % 7 . 7 % 1 . 5 % 7.8% 7. 7 % 1.5 % 48 7 6 4 8 7 6 4876 4876 1 . 0 % 1.0 % 0. 5 % 2. 0 % TOC: 4876.63 TOC: 4876.58 TOC: 4876.51 TOC: 4876.45 TOC: 4876.59 TOC: 4876.61 TOC: 4876.55 TOC: 4876.53 TOC: 4876.61 TOC: 4876.53 TOC: 4876.70 TOC: 4876.60 TBC: 4876.44 TBC: 4876.48 DTBC: 4876.05 TOA:4876.18 TOA:4876.13 DTBC: 4876.11 TOA:4876.23 DTBC: 4876.64 TOA:4876.29 DTBC: 4876.09 TOA:4876.21 DTBC: 4876.01 TOA:4876.13 TBC: 4876.41 TOA:4876.06 TBC: 4876.36 TOC: 4876.61 TOC: 4876.63 TOC: 4876.70 TOC: 4876.58 TOC: 4876.53 TOC: 4876.45 TOC: 4876.51 TOC: 4876.59 TOC: 4876.60 TOC: 4876.61 TOC: 4876.55 TOC: 4876.53TBC: 4876.44 TBC: 4876.48 TOA:4876.13 DTBC: 4876.05 TOA:4876.18 DTBC: 4876.11 TOA:4876.23 TBC: 4876.64 TOA:4876.29 DTBC: 4876.09 TOA:4876.21 DTBC: 4876.01 TOA:4876.13 TBC: 4876.41 TOA:4876.06 TBC: 4875.85 TOA:4876.76 TOA:4876.58 2 . 3 % 2.1% 1.2% 1.2 % 7.8 % 7 . 7 % 1 . 5 % 1.2 % 1 . 2 % 0. 5 % 48 7 8 487 8 4 8 7 8 48 7 8 TOA:4877.62 TBC: 4877.95 TOA:4877.66 TBC: 4878.01 TOA:4877.71 DTBC: 4877.59 TOA:4877.77 DTBC: 4877.64 TOA:4877.82 TBC: 4878.17 TOA:4877.77 DTBC: 4877.64 TOA:4877.71 DTBC: 4877.59 TOA:4877.66 TBC: 4878.01 TBC: 4877.97 TOC: 4878.06 TOC: 4878.09 TOC: 4878.14 TOC: 4878.14 TOC: 4878.14 TOC: 4878.09 TOC: 4878.07 TOC: 4878.13 TOC: 4878.16 TOC: 4878.24 TOC: 4878.16 TOC: 4878.14 TOA:4878.40 TOA:4878.01 2. 0 % TOA:4877.82 TBC: 4878.17 TOC: 4878.06 TOC: 4878.14 TOC: 4877.89 TOC: 4877.96 TBC: 4877.90 TOA:4877.54 TOA:4877.61 TBC: 4877.97 1 . 5 % 1.4 %1.4% 1.5 % 2 . 1 % 2. 1 % 4878 4878 6 . 6 % 4 . 7 % 1.6 % 1 . 8 % 7.3% 7. 7 % 0.6% 4880 4880 4880 48 7 8 48 7 8 48 7 6 48 7 7 48 7 6 48 8 048 7 9 48 7 8 TBC: 4879.49 TBC: 4879.53 TBC: 4880.32 TBC: 4880.61 TBC: 4880.72 DTBC: 4879.65 DTBC: 4879.76 DTBC: 4879.95 DTBC: 4880.05 TOC: 4880.15 TOC: 4880.62 TOC: 4880.70 TOC: 4880.44 TOC: 4880.45 TOC: 4880.30 TOC: 4880.23 TOC: 4880.23 TOC: 4880.08 TOC: 4880.16 TOC: 4880.57 TBC: 4880.26 DTBC: 4879.87 TOC: 4880.11 TOC: 4880.08 TOC: 4880.33 TOC: 4880.37 DTBC: 4879.61 DTBC: 4879.58 DTBC: 4879.84 TBC: 4880.13 TBC: 4880.39 TOC: 4880.27 TOC: 4880.15 TOC: 4880.73 TOC: 4880.81 TBC: 4880.03 TOC: 4880.54 TOA:4880.26 TOA:4880.17 TOA:4880.07 TOA:4879.97 TOA:4879.88 TOA:4879.78 TOA:4879.68 TOC: 4880.36 TOC: 4880.34 TOA:4880.04 TOA:4880.00 TOA:4879.96 TOA:4879.91 TOA:4879.78 TOA:4879.74 TOA:4879.71TOA:4879.67 TOC: 4880.08 2. 0 % 1 . 2 % 2 . 1 % 2. 1 % 7. 6 % 7 . 8 % 487 9 48 7 8 48 7 9 4 8 7 9 e f o BE L BE L BF O BF O BF O BF O BF O TBC: 4879.00 TBC: 4879.16 DTBC: 4878.63 DTBC: 4878.66 TOC: 4879.14 TOC: 4879.19 TBC: 4879.10 TBC: 4879.17 DTBC: 4878.65 DTBC: 4878.62 TOC: 4879.16 TOC: 4879.21 TOA:4878.75 TOA:4878.77 TOA:4878.80 TOA:4878.82 TOA:4878.74 TOA:4878.75 TOA:4878.79 TOA:4878.81 TOC: 4878.84 TOC: 4878.81 TOC: 4878.86 TOC: 4878.82 2.0 % 2 . 1 % 0.6% TOA:4879.10 SS 6 . 8 % 1.2 % 2 . 4 % 6 . 6 % 5 . 8 % 1. 6 % 4878 4878 48 7 7 48 7 6 48 7 5 4874 48 7 7 4 8 7 8 TBC: 4878.00 TBC: 4878.00 TBC: 4878.32 TBC: 4878.55 TBC: 4878.59 DTBC: 4877.69 DTBC: 4877.77 DTBC: 4877.93 DTBC: 4878.14 TOC: 4878.14 TOC: 4878.21 TOC: 4878.19 TOC: 4878.25 TOC: 4878.27 TOC: 4878.29 TOC: 4878.43 TOC: 4878.45 TOC: 4878.50 TOC: 4878.52 TOC: 4878.60 TOC: 4878.67 TOC: 4878.70 TOC: 4878.78 TOC: 4878.14 TOC: 4878.19 TOC: 4878.32 TOC: 4878.37 TBC: 4878.09 TBC: 4878.22 TBC: 4878.29 DTBC: 4877.69 DTBC: 4877.64 TBC: 4878.06 TOC: 4878.24 TOA:4878.20 TOA:4878.13 TOA:4878.05 TOA:4877.89 TOA:4877.81 TOA:4877.74 TOA:4877.97 TOC: 4878.32 TOA:4877.71 TOA:4877.73 TOA:4877.76 TOA:4877.81 TOA:4877.87 1 . 5 % 1. 8 % 2.1 % 2 . 1 % 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SS SS SS 61+00 62+00 S H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.1_PEDESTRIAN CROSSING GRADING DETAIL.dwg - C.9.1 PEDESTRIAN CROSSING GRADING DETAIL - 2/15/2024 04:45pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SCALE:C.9.1 TETON RIVER TEMPLE ST & WEST CHURCH DR NTS SCALE:C.9.1 TETON RIVER TEMPLE ST & TEMPLE VEIW DR NTS SCALE:C.9.1 TETON RIVER TEMPLE ST & 2ND EAST NTS SCALE:C.9.1 MOODY RD & TEMPLE VIEW DR NTS SCALE:C.9.1 MOODY RD & WEST CHURCH DR NTS SCALE:C.9.1 2ND EAST NTS SCALE:C.9.1 MOODY RD & 2ND EAST NTS TETON RIVER TEMPLE ST MOODY RDMOODY RD TETON RIVER TEMPLE ST 2N D E A S T TE M P L E V I E W D R WE S T C H U R C H D R WE S T C H U R C H D R TE M P L E V I E W D R 2N D E A S T 2N D E A S T MOODY RD TETON RIVER TEMPLE ST LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE GRADE BREAK LINE SCALE:C.9.1 TEMPORARY TURNAROUND NTS 1.SLOPE PER TYPICAL SECTION 2.DETAIL ONLY PERTAINS IF DEAD END DETAIL NOTES CONTRACTOR TO COORDINATE IMPROVEMENTS OUTSIDE PRESCRIPTIVE EASEMENT WITH LAND OWNER 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y DRAINAGE SYSTEM CALCULATIONS SYSTEM REQUIREMENTS: DRAINAGE AREA FOR "TETON RIVER TEMPLE OFFSITE IMPROVEMENTS":647,095 SF DESIGN STORM:25 YEAR (REXBURG, 1 HR) SUMMARY: STORAGE SYSTEM:STORMTECH SC-740 INFILTRATORS *SEE STORAGE SUMMARY TABLE BELOW ------------------------------------------------------------------------------------------------------------------- TOTAL STORAGE REQUIRED:71,085 CF TOTAL STORAGE PROVIDED:71,757 CF BASIN TOTAL AREA (SF) STORAGE REQUIRED (CF) STORAGE PROVIDED (CF)NO. OF CHAMBERS ROCK BED DEPTH (IN.) A 53,105 5,009 5,036 34 (17 EACH RUN)42 B 4,263 332 397 4 6 C 9,506 838 854 9 6 D 9,194 811 854 9 6 E 9,130 805 854 9 6 F 8,435 809 854 9 6 G 4,190 431 489 5 6 H 7,011 618 671 7 6 I 10,110 892 945 10 6 J 9,874 980 1,036 11 6 K 11,000 1,214 1,219 13 6 L 16,627 1,882 2,046 18 (9 EACH RUN)18 L2 3,974 507 (SEE NOTE 1)-- M 12,130 1,379 1,542 14 (7 EACH RUN)18 M2 2,935 374 (SEE NOTE 1)-- N 14,236 1,616 1,676 18 6 N2 5,509 702 (SEE NOTE 1)-- O 26,031 3,029 3,095 24 30 P 17,996 2,294 2,315 25 6 Q 18,327 2,098 2,132 23 6 R 16,626 1,882 1,949 16 24 S 21,368 2,390 4635 (SEE NOTE 2)54 (27 EACH RUN 6 T 18,071 2,112 U 28,780 3,287 3,288 21 48 V 26,371 2,995 3,168 34 (17 EACH RUN)6 W 26,767 3,075 3,136 34 6 X 26,036 2,997 3,045 33 (18 EAST RUN + 15 WEST RUN)6 Y 28,660 3,229 3,319 36 6 Z 28,619 3,388 3,532 38 (19 EACH RUN)6 AA 33,094 3,725 3,775 41 6 BB 33,054 3,743 3,898 42 (21 EACH RUN)6 CC 26,828 2,977 6065 (SEE NOTE 2)72 (36 EACH RUN)6 DD 26,836 2,978 EE 26,195 2,907 5932 (SEE NOTE 2)44 (22 EACH RUN)42 FF 26,205 2,910 TOTALS 71,215 71,757 703 STORAGE VOLUMES TABLE NOTES: 1.THE STORAGE REQUIRED FOR BASINS L2, M2 AND N2 IS PROVIDED VIA ROADSIDE SWALE ALONG THE SOUTH SIDE OF MOODY ROAD. 2.THE STORAGE FOR THESE TWO BASINS HAS BEEN PROVIDED JOINTLY ON THE EAST SIDE OF THE ROADWAY IN ORDER TO MAINTAIN PROPER SEPARATION FROM POTABLE WATER MAINS. g g g g g g g g g g g g g g g g g g g g g g g top top top top top top top top top top top top top top top top top toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toetoe toetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoetoe toe top top top top top top top top top top top top top top top top top top top top top top toptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptop top top toe top top to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e pp pp pp pp pppp pp pp pp pp pp pp pp pp pppppppp pp pp S sd sd sd sd sd sd sd t o e t o e t o p t o p SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.2_DRAINAGE & BASIN DETAILS.dwg - C.9.2 DRAINAGE & BASIN DETAILS - 2/15/2024 04:49pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 DR A I N A G E & B A S I N D E T A I L S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 28 C.9.2 Q R U V W X DD CC FF EE Z Y BB AA L L2 M M2 N N2 O P B C D E F G H I J K A S T H O R R O C K S E N G I N E E R SN 0 100'200' SCALE: 1" = 100' 120'240' 1" = 120' MOODY RD. N 2 N D E A S T 2N D E A S T TETON RIVER TEMPLE ST. TE M P L E V I E W D R . WE S T C H U R C H D R . E 15TH NORTH 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 8+00 9+00 10+00 11+00 12+00 13+00 8+00 9+00 48 7 2 . 7 7 48 7 2 . 7 7 10+00 48 7 2 . 5 8 48 7 2 . 5 8 11+00 48 7 2 . 3 9 48 7 2 . 3 9 12+00 48 7 2 . 2 6 48 7 2 . 2 6 13+00 48 7 2 . 1 5 48 7 2 . 1 5 ST A : 8 + 1 0 . 5 4 ( L T 0 . 0 0 IR M H - A RI M : 4 8 8 4 . 1 0 IN V O U T : 4 8 7 8 . 1 0 - 4 8 " ( S ) 314.56' of 48" CMP @ 0.20% ST A : 1 1 + 2 5 . 0 9 ( L T 0 . 0 0 IR M H - B RI M : 4 8 8 3 . 4 7 IN V I N : 4 8 7 7 . 4 7 - 4 8 " ( N ) IN V O U T : 4 8 7 7 . 4 7 - 4 8 " ( S ) 284.98' of 48" CMP @ 0.20% IRRIGATION PROFILE 1 STATION BOTTOM OF EXISTING DITCH TOP OF BANK OF EXISTING DITCH to p to p to p to p to p to p to p to p to e to e to e to e to e to e to p to p to p t o p to p to p t o p to p to p to p 7+50 8+00 9+00 10+00 11+00 12+00 13+00 BP : 7 + 5 0 . 0 0 PI : 8 + 1 0 . 5 4 IR IR IRR IRR IRR IRR IRR IRR IRR efo BEL BEL BEL BELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4878 488 2 4 8 8 2 4 8 8 5 4 8 8 3 4 8 8 4 4 8 8 6 4 8 8 7 4 8 8 8 4 8 8 9 4 8 8 5 488 5 4 8 9 0 48 9 0 489 5 4 8 8 3 488 3 4 8 8 4 488 4 4 8 8 6 488 6 4 8 8 7 48 8 7 4 8 8 8 48 8 8 4 8 8 9 48 8 9 4 8 9 1 48 9 1 4 8 9 2 48 9 2 4 8 9 3 48 9 3 489 4 4 8 9 4 489 4 48 9 6 489 7 4885 4888 4879 48834884 4888 4885 4882 4879 4878 El e v a t i o n 4850 4860 4870 4880 4890 7+00 4850 4860 4870 4880 4890 36+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0_IRRIGATION P&P 1.dwg - C.10.0 IRRIGATION P&P 1 - 2/15/2024 04:53pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 1 0 . 1 81 84 82 82 ABANDON OLD HEADGATE STRUCTURE BY PLACING A CONCRETE SLURRY ON THE DOWNSTREAM SIDE OF GATE. BACK FILL AND COMPACT TO SUPPORT CONCRETE SLURRY AND SLOPE 3:1 BACK TO EXISTING.ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N P & P 1 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 29 C.10.0 1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2. ALL ELEVATIONS ARE FG 3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 - C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING 4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE SHEET C.10.5. SHEET NOTE IRRIGATION KEYNOTES INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25 WITHOUT CONCRETE APRON INSTALL 48" CULVERT TIE INTO EXISTING CULVERT INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION STRUCTURE. SEE DETAIL 1 SHEET C.10.5 INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM FACING FLARED ENDS. 81 82 83 84 85 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 13+00 14+00 15+00 16+00 17+00 18+00 19+00 13+00 48 7 2 . 1 5 48 7 2 . 1 5 14+00 48 7 2 . 0 3 48 7 2 . 0 3 15+00 48 7 1 . 9 0 48 7 1 . 9 0 16+00 48 7 1 . 7 7 48 7 1 . 7 7 17+00 48 7 1 . 6 3 48 7 1 . 6 3 18+00 48 7 1 . 3 7 48 7 1 . 3 7 19+00 48 7 5 . 8 3 48 7 5 . 8 3 12" WATER MAINLINE CROSSING ST A : 1 9 + 1 0 . 0 0 ( L T 0 . 0 7 AP R O N - 1 RI M : 4 8 8 0 . 1 2 IN V I N : 4 8 7 6 . 0 3 - 4 8 " ( N ) 55.81' of 48" CMP @ 0.20% 284.98' of 48" CMP @ 0.20% ST A : 1 4 + 1 0 . 0 7 ( L T 0 . 0 0 IR M H - C RI M : 4 8 8 2 . 9 0 IN V I N : 4 8 7 6 . 9 0 - 4 8 " ( N ) IN V O U T : 4 8 7 6 . 9 0 - 4 8 " ( S ) 355.11' of 48" CMP @ 0.20% ST A : 1 7 + 6 5 . 1 8 ( L T 0 . 0 0 IR M H - D RI M : 4 8 8 2 . 1 9 IN V I N : 4 8 7 6 . 1 9 - 4 8 " ( N ) IN V O U T : 4 8 7 2 . 9 7 - 4 8 " ( S ) ST A : 1 8 + 5 4 . 1 9 ( L T 0 . 0 0 IR M H - E RI M : 4 8 8 2 . 1 8 IN V I N : 4 8 7 2 . 7 9 - 4 8 " ( N ) IN V O U T : 4 8 7 6 . 1 4 - 4 8 " ( S ) 89.01' of 48" RCP @ 0.20% IRRIGATION PROFILE 2 STATION BOTTOM OF EXISTING DITCH TETON RIVER TEMPLE ST TOP OF BANK OF EXISTING DITCH pp TOP TOP TOP TOP TOP TOP 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SD SD 13+00 14+00 15+00 16+00 17+00 18+00 19+00 P I : 1 4 + 1 0 . 0 7 IR IRR IRR IRIRRIRRIRRIRRIRR IRIRR efo efo BEL BFOBFO BEL BEL BEL BE L BEL BEL BEL BEL BEL BEL BE L BF O BF O BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBF O BFOBFOBFOBFOBFOBFOBFOBFO 4878 4878 4878 4880 48 8 1 4881 488 2 4 8 8 2 4879 48 7 8 4880 4880 4880 4 8 8 3 4 8 8 3 El e v a t i o n 4850 4860 4870 4880 4890 7+00 4850 4860 4870 4880 4890 36+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.1_IRRIGATION P&P 2.dwg - C.10.1 IRRIGATION P&P 2 - 2/15/2024 04:58pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 1 0 . 2 SH E E T C . 1 0 . 0 SHEET C.6.2 2ND EAST 81818181828282 82 85 82 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N P & P 2 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 30 C.10.1 1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2. ALL ELEVATIONS ARE FG 3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 - C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING 4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE SHEET C.10.5. SHEET NOTE IRRIGATION KEYNOTES INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25 WITHOUT CONCRETE APRON INSTALL 48" CULVERT TIE INTO EXISTING CULVERT INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION STRUCTURE. SEE DETAIL 1 SHEET C.10.5 INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM FACING FLARED ENDS. 81 82 83 84 85 TE T O N R I V E R T E M P L E S T 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y Station DITCH_EAST PROFILE 20+00 21+00 22+00 23+00 24+00 25+00 20+00 48 7 5 . 7 1 48 7 5 . 7 1 21+00 48 7 5 . 6 0 48 7 5 . 6 0 22+00 48 7 5 . 5 0 48 7 5 . 5 0 23+00 48 7 5 . 4 1 48 7 5 . 4 1 24+00 48 7 5 . 3 4 48 7 5 . 3 4 25+00 48 7 5 . 2 7 48 7 5 . 2 7 IRRIGATION PROFILE 3 STATION BOTTOM OF EXISTING DITCH PROPOSED SURFACE gggggggggggggggggggggg toe toe toe toe toe toe toe pp pp sd sd sd sd TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP SD SD SD 20+00 21+00 22+00 23+00 24+00 25+00 efo BELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO BF O 4880 4880 4880 4880 4879 4876 48764877 4877 48794880 4880 El e v a t i o n 4850 4860 4870 4880 4890 7+00 4850 4860 4870 4880 4890 36+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.2_IRRIGATION P&P 3.dwg - C.10.2 IRRIGATION P&P 3 - 2/15/2024 05:03pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 1 0 . 3 SH E E T C . 1 0 . 1 2ND EAST C.9.0 8 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N P & P 3 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 31 C.10.2 1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2. ALL ELEVATIONS ARE FG 3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 - C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING 4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE SHEET C.10.5. SHEET NOTE IRRIGATION KEYNOTES INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25 WITHOUT CONCRETE APRON INSTALL 48" CULVERT TIE INTO EXISTING CULVERT INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION STRUCTURE. SEE DETAIL 1 SHEET C.10.5 INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM FACING FLARED ENDS. 81 82 83 84 85 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 25+00 26+00 27+00 28+00 29+00 30+00 31+00 25+00 48 7 5 . 2 7 48 7 5 . 2 7 26+00 48 7 5 . 1 9 48 7 5 . 1 9 27+00 48 7 5 . 1 2 48 7 5 . 1 2 28+00 48 7 4 . 9 3 48 7 4 . 9 3 29+00 48 7 4 . 7 4 48 7 4 . 7 4 30+00 48 7 4 . 7 7 48 7 4 . 7 7 31+00 48 7 4 . 8 0 48 7 4 . 8 0 IRRIGATION PROFILE 4 STATION BOTTOM OF EXISTING DITCHPROPOSED SURFACE ggggggggggggggggggggggggg TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP SD SD SD SD SD 25+00 26+00 27+00 28+00 29+00 30+00 31+00 efo efo BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 48 7 9 4879 487 7 4878 4879 4878 4875 4877 4878 4877 4875 4879 4880 4879 4879 El e v a t i o n 4850 4860 4870 4880 4890 7+00 4850 4860 4870 4880 4890 36+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.3_IRRIGATION P&P 4.dwg - C.10.3 IRRIGATION P&P 4 - 2/15/2024 05:09pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' SH E E T C . 1 0 . 4 SH E E T C . 1 0 . 2 2ND EAST C.9.0 8 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N P & P 4 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 32 C.10.3 1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2. ALL ELEVATIONS ARE FG 3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 - C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING 4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE SHEET C.10.5. SHEET NOTE IRRIGATION KEYNOTES INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25 WITHOUT CONCRETE APRON INSTALL 48" CULVERT TIE INTO EXISTING CULVERT INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION STRUCTURE. SEE DETAIL 1 SHEET C.10.5 INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM FACING FLARED ENDS. 81 82 83 84 85 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 4850 4860 4870 4880 4890 31+00 32+00 33+00 34+00 35+00 36+00 48 7 4 . 8 0 48 7 4 . 8 0 48 7 4 . 8 3 48 7 4 . 8 3 48 7 4 . 7 5 48 7 4 . 7 5 48 7 0 . 4 5 48 7 0 . 4 5 48 7 4 . 0 4 48 7 4 . 0 4 ST A : 3 4 + 1 0 . 0 8 12 " S S M A I N 16" DI WATER MAIN LINE 10.00' of 48" CMP @ 0.20% 10.01' of 48" CMP @ 41.34% ST A : 3 4 + 8 7 . 3 3 ( L T 0 . 0 0 AP R O N - 3 RI M : 4 8 7 8 . 0 3 IN V O U T : 4 8 7 3 . 9 4 - 4 8 " ( N W ) ST A : 3 3 + 6 8 . 5 5 ( L T 0 . 0 0 AP R O N - 2 RI M : 4 8 7 8 . 0 6 IN V O U T : 4 8 7 3 . 9 7 - 4 8 " ( S ) ST A : 3 3 + 7 8 . 5 5 ( L T 0 . 0 0 IR M H - F RI M : 4 8 8 0 . 5 3 IN V I N : 4 8 7 3 . 9 5 - 4 8 " ( N ) IN V O U T : 4 8 7 0 . 0 0 - 4 8 " ( S ) ST A : 3 4 + 7 6 . 5 5 ( L T 0 . 0 0 IR M H - G RI M : 4 8 8 0 . 4 4 IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( N ) IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( S E ) 98.00' of 48" RCP @ 0.20% IRRIGATION PROFILE 5 STATION BOTTOM OF EXISTING DITCH PROPOSED SURFACE MOODY RD DEPATCO TO INSTALL SIPHON STRUCTURE AND JEROME BOWEN TO TIE INTO STRUCTURE AND CONTINUE SIPHON SOUTH g g g ggggggggg w S to e toe toe toe toe toe toe toe to p top top top top top to p top top top top top w TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP 42. 6 ' 4' 16 ' ' W 16 ' ' W s ss ss SD SD 31+00 32+00 33+00 34+00 35+ 0 0 35+59 PI : 3 4 + 8 0 . 5 5 P I : 3 5 + 2 3 . 1 3 P I : 3 5 + 3 7 . 0 7 EP : 3 5 + 5 8 . 6 3 IR IRIRR BE L BELBELBELBELBEL BF O BF O BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4878 4878 4877 4875 4876 4877 4878 4876 4877 4877 4850 4860 4870 4880 4890 7+00 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.4_IRRIGATION P&P 5.dwg - C.10.4 IRRIGATION P&P 5 - 2/15/2024 05:16pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' C.9.0 8 SH E E T C . 1 0 . 0 SHEET C.5.2 2ND EAST MO O D Y R D 8181 82 85 85 82 82 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N P & P 5 TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 33 C.10.4 1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 2. ALL ELEVATIONS ARE FG 3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 - C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING 4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE SHEET C.10.5. SHEET NOTE IRRIGATION KEYNOTES INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25 WITHOUT CONCRETE APRON INSTALL 48" CULVERT TIE INTO EXISTING CULVERT INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION STRUCTURE. SEE DETAIL 1 SHEET C.10.5 INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM FACING FLARED ENDS. 81 82 83 84 85 DEPATCO TO INSTALL SIPHON STRUCTURE AND JEROME BOWEN TO TIE INTO STRUCTURE AND CONTINUE SIPHON SOUTH 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.5_IRRIGATION DETAILS.dwg - C.10.5 IRRIGATION DETAILS - 2/15/2024 05:22pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N D E T A I L S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 34 C.10.5 SCALE: 3 C.10.1 GALVANIZED STEEL APRON DETAIL NTS EXISTING SURFACE SCALE: 1 C.10.0 DIVERSION STRUCTURE DETAIL NTS PLAN VIEW FRONT VIEW 48" CMP WATERMAN C-10 CANAL GATE OR APPROVED EQUAL FOR 48" CMP PIPE 6'-0"6" THICK REINFORCED CONCRETE 6" THICK TURN DOWN EMBEDDING INTO CANAL BOTTOM TOP OF CANAL BANK ROUTINE HIGH WATER MARK 6" THICK REINFORCED CONCRETE APRON 2' MATCHING EXISTING INVERT FINISH GRADE FULL HEIGHT WING WALL 10' 6' 6. 5 ' 6" 6" 3. 5 ' 6" 18 " M I N I M U M TYP 3:1 SLOPE TO MATCH EXISTING SURFACE 48 " SCALE: 2 C.10.0 PIPE COVER DETAIL NTS 4' 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14 ' 13 ' 14 . 1 ' ± 13 . 9 ' ± 19 . 1 ' ± sd sd sd sdsd 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 14 ' 13 ' 13 ' 15 . 2 ' ± 13 . 2 ' ± 15 . 8 ' ± 14 ' 13 ' 16 ' ± 12 . 6 ' ± 15 . 6 ' ± sd sd 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 15 . 5 ' ± 12 . 2 ' ± 15 . 7 ' ± 14 ' 13 ' 14 ' 13 ' S 32+00 33+00 34+00 35+00 35+54EP : 3 5 + 5 3 . 7 2 14 . 3 ' ± 13 ' 13 ' 14 ' H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.11.0_2ND EAST STRIPING EXHIBIT.dwg - C.11.0 2ND EAST STRIPING EXISTING CONDITIONS - 2/15/2024 05:24pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' PL A N V I E W 1 T H I S S H E E T PL A N V I E W 2 T H I S S H E E T PL A N V I E W 3 T H I S S H E E T PL A N V I E W 2 T H I S S H E E T PL A N V I E W 3 T H I S S H E E T PL A N V I E W 4 T H I S S H E E T PLAN VIEW 1 PLAN VIEW 2 PLAN VIEW 3 PLAN VIEW 4 2ND EAST 2ND EAST 2ND EAST 2ND EAST SHEET NOTES: 1.ALL STRIPING TO MEET MUTCD STANDARDS 2.ALL SPECIAL PAVEMENT MARKINGS (TURN ARROWS, STOP BARS, CROSSWALKS, AND ANY OTHER LINES 8" OR WIDER) MUST BE THERMOPLASTIC, INCLUDING THE STOP BARS AND CROSSWALKS AT THE COMMERCIAL DRIVE APPROACHES ONTO THE PUBLIC ROADWAYS. TURN ARROWS BACK ON THE SOUTH FORK APPROACHES MUST BE THERMOPLASTIC. (THE SEAL COAT SHOULD NOT BE PLACED OVER THE THERMOPLASTIC MARKINGS. THEREFORE, ANY MARKINGS TEMPORARILY PLACED PRIOR TO THE SEAL COAT SHOULD BE PAINTED. PROTECT IN PLACE NOTES: PROTECT 4" SOLID WHITE PROTECT 4" WHITE SKIP PROTECT 4" SOLID YELLOW PROTECT 4" YELLOW SKIP PROTECT 8" SOLID WHITE PROTECT LANE MARKINGS PROTECT CROSSWALK AND STOP BAR P01 P02 P03 P04 P05 P06 P07 DEMOLITION/EXISTING KEY NOTES: REMOVE 4" SOLID WHITE REMOVE 4" WHITE SKIP REMOVE 4" SOLID YELLOW REMOVE 4" YELLOW SKIP REMOVE 8" WHITE SKIP D01 D02 D03 D04 D05 P01 P01 P03 P03 D01 D02 D02 D02 D02 D02 D02 D02 D03 D03 D03 D01 D01 D01 D01 D01 D03 D03 D03 D03 D03 D01 D05 D05 D01 D03D04 D03D04 D03D04 D04 D04 D01 P02 P02 P03 P03 P03 P03 P03 P02 P02 P02 P04 P04 P04 P03 P03 P05 P05P06 P06 P06P06 P02 P02 P07P06P06 P03 P03 D05 D05 D01 D01 D03 D03 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T S T R I P I N G E X I S T I N G C O N D I T I O N S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 35 C.11.0 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14 ' 13 ' 14 . 1 ' ± 13 . 9 ' ± 19 . 1 ' ± sd sd sd sdsd 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 14 ' 13 ' 13 ' 15 . 2 ' ± 13 . 2 ' ± 15 . 8 ' ± 14 ' 13 ' 16 ' ± 12 . 6 ' ± 15 . 6 ' ± sd sd 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 15 . 5 ' ± 12 . 2 ' ± 15 . 7 ' ± 14 ' 13 ' 14 ' 13 ' S 32+00 33+00 34+00 35+00 35+54EP : 3 5 + 5 3 . 7 2 14 . 3 ' ± 13 ' 13 ' 14 ' H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.11.0_2ND EAST STRIPING EXHIBIT.dwg - C.11.1 2ND EAST OVERALL STRIPING PLAN - 2/15/2024 05:25pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 30'60' SCALE: 1" = 30' KEY NOTES STRIPING: 8" SOLID WHITE 4" SOLID YELLOW 4" YELLOW SKIP (10' X 30') 4" SOLID WHITE 4" WHITE SKIP (10' X 30') CROSSWALK AND STOP BAR LANE MARKINGS APPROACH STRIPING TO BE POSTPONED UNTIL LOT DEVELOPMENTS A B C D E F G H A F GG E A BB B E E E E B B C B C A G G G G E E E E E E E EE E B C B CBC B C B B C B C B D D ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T O V E R A L L S T R I P I N G P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 36 C.11.1 PL A N V I E W 1 T H I S S H E E T PL A N V I E W 2 T H I S S H E E T PL A N V I E W 3 T H I S S H E E T PL A N V I E W 2 T H I S S H E E T PL A N V I E W 3 T H I S S H E E T PL A N V I E W 4 T H I S S H E E T PLAN VIEW 1 PLAN VIEW 2 PLAN VIEW 3 PLAN VIEW 4 2ND EAST 2ND EAST 2ND EAST 2ND EAST 2ND EAST 2ND EAST SHEET NOTES: 1.ALL STRIPING TO MEET MUTCD STANDARDS 2.ALL SPECIAL PAVEMENT MARKINGS (TURN ARROWS, STOP BARS, CROSSWALKS, AND ANY OTHER LINES 8" OR WIDER) MUST BE THERMOPLASTIC, INCLUDING THE STOP BARS AND CROSSWALKS AT THE COMMERCIAL DRIVE APPROACHES ONTO THE PUBLIC ROADWAYS. TURN ARROWS BACK ON THE SOUTH FORK APPROACHES MUST BE THERMOPLASTIC. (THE SEAL COAT SHOULD NOT BE PLACED OVER THE THERMOPLASTIC MARKINGS. THEREFORE, ANY MARKINGS TEMPORARILY PLACED PRIOR TO THE SEAL COAT SHOULD BE PAINTED. 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y gggggggggggggggggggggggggggg t o p t o p t o p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o e t o e t o e t o e t o e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p t o p t o p t o p t o e t o p t o p t o p toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp S sdsdsd sd sd sdsd toetoe top top SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF 4875 4876 48 7 6 487 6 4877 4877 4877 487 7 4877 487 7 4877 4877 4877 4 8 7 9 48 7 9 4 8 7 8 48 7 8 48 7 8 4 8 7 7 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.12.0_EROSION CONTROL.dwg - C.12.0 EROSION CONTROL - 2/15/2024 05:27pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100' R25' 1" TO 3" COARSE AGGREGATE FILTER FABRIC 50' MI N PU B L I C R O A D HAR D S U R F A C E STABILIZED CONSTRUCTION ENTRANCE EC-5 30 ' MIN 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" LEGEND SILT FENCE SEE DETAIL THIS SHEET 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 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 4395 LF CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 2 STABILIZED STAGING AREA 2 CONCRETE WASH OUT 2 SEDIMENT BASIN - WHEEL WASH - INLET PROTECTION 31 CHECK DAM - LIMITS OF DISTURBANCE ±16.86 AC PROJECT ACRES ±16.86 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 SF SF LOD LOD 2 2 33 3 4 4 4 4 4 4 4 4 4 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 ER O S I O N C O N T R O L TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 37 C.12.0 11 1 1 11 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y gggggggggggggggggggggggggggg t o p t o p t o p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p to p to p to p t o e t o e t o e t o e t o e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p t o p to p t o p t o p t o p t o e t o p t o p t o p toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp S sd sdsd sd sd sdsd toetoe top top 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W s ss S S S S S SS SS S S SSSSS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IR IR IRR IR IRR IRIRR IR IR IR 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SD 8' ' W 8' ' W S SS S 8' ' W SS S SS S SS S SS S S S S S S S S S S S S S S S S S S S S S S S S efo e fo e fo efo efo e fo e fo e fo e fo e fo e fo e fo e fo e fo e fo e fo efo efo efo e fo efo efo efo BE L BELBELBELBELBELBEL BF O BF O BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BEL BE L BEL BE L BE L BE L BE L BE L BE L BE L BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O BF O B F O BFOBFOBFOBFO BF O BFOBFOBFOBFO BELBELBELBELBELBEL BELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BELBFOBFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O BF O BF O B F O BE L BF O BF O BF O BF O BF O BF O BF O BE L BE L SD SD STA: ??? SS PLUG 13 RIM: 4865.91 INV OUT: 4862.39 8" (S) H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.13.0_PHASING PLAN.dwg - C.13.0 PHASING PLAN - 2/15/2024 05:32pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 PH A S I N G P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 38 C.13.0 PHASING PLAN LEGEND PHASE 1: - ALL PUBLIC UTILITY INFRASTRUCTURE - 2ND EAST PAVEMENT, CURB & GUTTER, AND SIDEWALK INCLUDING THE INTERSECTION OF MOODY RD AND 2ND EAST - RELOCATION OF THE DITCH ALONG 2ND EAST - CULVERTS UNDER STREET 'A' AND MOODY RD, BURY DITCH ON NORTH LOT - ASPHALT AND CURB & GUTTER ON STREETS 'A' AND 'B' (BOTH SIDES) - ASPHALT AND CURB & GUTTER ON MOODY RD BETWEEN 2ND EAST AND THE WEST SIDE OF STREET 'B' - ASPHALT PAVEMENT (FULL WIDTH) AND CURB & GUTTER ON NORTH SIDE OF MOODY RD FROM STREET 'B' TO WEST EDGE OF PROPERTY PHASE 2: - ASPHALT AND CURB & GUTTER ON STREET 'C' PHASE 3: - SIDEWALK TO BE INSTALLED THROUGH SITE PLAN DEVELOPMENT 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.14.0_OVERALL DETAILS.dwg - C.14.0 OVERALL STANDARD DETAILS - 2/15/2024 05:34pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION SEE 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 INFILTRATOR STANDARD DETAILS INFILTRATOR 4/4/2022 1 = 1 AS NOTED 18 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 8Scale Project Name and Address REXBURG Plot Scale Date Description Sheet Firm Name and Address CITYOF America's Family Community CITY OF REXBURG SIDEWALK CURB & GUTTER DRIVEWAY COMMERCIAL & MULTI-FAMILY STANDARD DETAILS COMMERCIAL 4/4/2022 1 = 12 NO SCALE 7 ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 OV E R A L L S T A N D A R D D E T A I L S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 39 C.14.0 02/16/24 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y gggggggggggggggggggggggggggg pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp pp S sd sdsd sd sd sdsd 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IR IR IRR IR IRR IRIRR IR IR IR 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SD SD SD H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.0 - 2/15/2024 05:37pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 OV E R A L L L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 40 L.1.0 H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100' 2ND EAST - LANDSCAPE PLAN SHEET L.1.1 2ND EAST - LANDSCAPE PLAN SHEET L.1.2 TEMPLE VIEW DR - LANDSCAPE PLAN SHEET L.1.7 TEMPLE VIEW DR - LANDSCAPE PLAN SHEET L.1.8 TE T O N R I V E R T E M P L E S T - L A N D S C A P E P L A N SH E E T L. 1 . 6 TE T O N R I V E R T E M P L E S T - L A N D S C A P E P L A N SH E E T L. 1 . 5 MO O D Y R D - LA N D S C A P E P L A N SH E E T L. 1 . 4 MO O D Y R D - LA N D S C A P E P L A N SH E E T L. 1 . 3 WEST CHURCH DR - LANDSCAPE PLAN SHEET L.1.9 WEST CHURCH DR - LANDSCAPE PLAN SHEET L.1.10 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 2.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 2.1.6" DEPTH IN ALL PLANTER BED AREAS 2.2.4" DEPTH IN ALL TURF SOD AREAS 2.3.4" DEPTH IN ALL NEW SEED AREAS. 2.4.2" DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY VEGETATED. 3.EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCH AS TURF GRASS AND BARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS AND BROADCAST SEED, ETC. EXACT TYPE OF EDGING SHALL BE INDICATED ON THE PLANS. IF NO EDGING IS INDICATED ON THE PLANS A 6" X 6" SLIP FORMED, SQUARE CONCRETE CURB SHALL BE USED. 4.LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER. SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: 4.1.1-2" DIAMETER FRACTURED STONE : 4" 4.2.2-4" DIAMETER FRACTURED STONE: 4" 4.3.STONE LARGER THAN 4" IN DIAMETER: DEPTH SHALL BE TWICE THE DIAMETER OF THE SMALLEST STONE IN THE SPECIFIED GRADATION. 4.4.1-2" COBBLE ROCK: 4" 4.5.2-4" COBBLE ROCK: 6" 4.6.PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES. 5.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 6.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT 7.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS. 8.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BE WATERED ROUTINELY TO ENSURE SURVIVABILITY AND PROMOTE ESTABLISHMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WATERING SCHEDULE FOR THE OWNER'S REVIEW AND REFERENCE. 9.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL ACCEPTANCE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER. 11.PRIOR TO STREET/PUBLIC TREE INSTALLATION, PRUNING (CROWN/ROOT) OR REMOVAL PLEASE HAVE THE CONTRACTED LICENSED CERTIFIED ARBORIST SUBMIT A COMPLETE PUBLIC TREE PERMIT APPLICATION AT LEAST 10 DAYS PRIOR TO WORK BEING PERFORMED FOR THIS PROJECT TO INCLUDE CERTIFIED ARBORIST INFORMATION AND START AND COMPLETION DATES." 12.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID IN INSTALLATION. SLIGHT DEVIATIONS (+/-1') FROM THE DIMENSIONS SHOWN ARE ACCEPTABLE AS LONG AS THE OVERALL INTENT OF THE DESIGN IS MAINTAINED. 13.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER OR DEVELOPER. 14.IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED USING EXISTING PRESSURIZED IRRIGATION LINES AND THE SOURCE. THE SYSTEM SHALL BE A COMBINATION OF SPRAY/ROTARY HEADS FOR TURF GRASS AREAS AND DRIP TUBING WITH IN LINE EMITTERS FOR SHRUB AND TREE PLANTING AREAS. SEE IRRIGATION PLANS FOR EXACT LAYOUT. 15.UTILITY LAYOUTS FOR THE CZC SUBMITTAL ARE DIAGRAMMATIC AND SUBJECT TO CHANGE AS THE DESIGN PROGRESSES. THE LANDSCAPE PLAN WILL BE UPDATED ACCORDINGLY TO RESOLVE CONFLICTS BETWEEN UTILITIES/UTILITY EASEMENTS AND PLANTINGS . GENERAL LANDSCAPE NOTES SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE GROUND COVERS QTY BOTANICAL / COMMON NAME 285,723 SF POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS PLANT SCHEDULE OVERALL PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y to p to p to p to p t o p t o p t o p to p 6+00 7+00 8+00 9+00 10+00 11+00PI : 7 + 9 2 . 3 1 efo BEL BFOBFOBFO 4885 4890 4895 488448864887488 8 4889 4891489248934894489 648974898489 9 4 8 9 0 4 8 8 7 4 8 8 8 4 8 8 9 4 8 9 1 4 8 9 2 4 8 9 3 4 8 9 4 11+00 12+00 13+00 14+00 15+00 16+00 PI : 1 3 + 6 9 . 9 6 PI : 1 5 + 4 9 . 9 6 SD IR IRR IRR IRR IRR IRR IRR IRR IRR efo BEL BEL BEL BEL BEL BEL BEL BEL BEL BEL BEL BEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4 8 8 5 48 8 1 4 8 8 2 4 8 8 3 4 8 8 4 4 8 8 6 4880 4878 4879 pp 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 17+00 18+00 19+00 20+00 21+00 22+00 PI : 1 7 + 4 9 . 9 6 P I : 1 8 + 5 9 . 7 3 PI : 1 8 + 6 5 . 7 3 78 + 0 0 79 + 0 0 SD SD IRIRRIRR IRIRR IRR e fo BELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BEL BEL BEL BEL BEL BE L BF O BF O BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4880 4876 4876 4877 4877 4878 4878 4878 4879 488 0 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.1 - 2/15/2024 05:38pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 41 L.1.1 H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' SH E E T L . 1 . 1 ST A : 1 1 + 0 0 2ND EAST SH E E T L . 1 . 1 ST A : 1 6 + 5 0 2ND EAST SH E E T L . 1 . 1 ST A : 1 1 + 0 0 SH E E T L . 1 . 2 ST A : 2 2 + 0 0 2ND EAST SH E E T L . 1 . 1 ST A : 1 7 + 0 0 1 1 1 2 2 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.1 2 TE T O N R I V E R TE M P L E S T SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 70,250 SF PLANT SCHEDULE L.1.1 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 22+00 23+00 24+00 25+00 26+00 27+00PI : 2 5 + 5 0 . 7 7 PI : 2 6 + 5 1 . 7 7 SD SD SD SD efo efo BELBELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BEL BFO BFO BF O 4880 4880 4876 4876 4877 4877 4878 4878 4878 4879 27+00 28+00 29+00 30+00 31+00 32+00 PI : 2 9 + 8 9 . 0 5 PI : 3 1 + 6 9 . 0 5 SD SD SD efo BELBELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO g g S to e toe toe toe toe toe toe toe toe toe toe toe top to p top top top top top top top top to p top top top top top top top top w 16 ' ' W 16 ' ' W s ss ss 32+00 33+00 3 4 + 0 0 PC : 3 3 + 6 9 . 0 5 PT: 34+20.03 SD IR IRIRR BE L BELBELBELBEL BF O BF O B F O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4875 4875 4876 4876 4877 4877 4878 487 5 487 5 487 6 487 6 48 7 7 4878 48 7 8 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.2 - 2/15/2024 05:39pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 2N D E A S T - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 42 L.1.2 SH E E T L . 1 . 2 ST A : 2 7 + 0 0 SH E E T L . 1 . 1 ST A : 2 2 + 0 0 2ND EAST SH E E T L . 1 . 2 ST A : 3 2 + 0 0 SH E E T L . 1 . 2 ST A : 2 7 + 0 0 2ND EAST SH E E T L . 1 . 2 ST A : 3 2 + 0 0 2ND EAST 1 1 1 1 2 2 2 2 2 2 2 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.2 1 MO O D Y R D SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 72,675 SF PLANT SCHEDULE L.1.2 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y pp pp 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W S 41+00 42+00 43+00 44+00 45+00 46+00 SD 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SS SSS e fo e fo BE L BF O B F O BF O BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BEL BEL BEL BEL BEL BEL BEL BFO 4875 4875 4876 pp 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W46+00 47+00 48+00 49+00 50+00 SDSD S e fo BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFOBELBELBELBELBELBELBELBELBEL 4877 4877 4877 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.3 - 2/15/2024 05:40pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 MO O D Y R D - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 43 L.1.3 SH E E T L . 1 . 3 ST A : 4 6 + 0 0 MOODY RD SH E E T L . 1 . 4 ST A : 5 0 + 0 0 MOODY RD SH E E T L . 1 . 3 ST A : 4 6 + 0 0 1 1 2 2 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.3 WE S T CH U R C H D R SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 22,910 SF PLANT SCHEDULE L.1.3 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y pppp 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W SS 50+00 51+00 52+00 53+00 54+00 55+00 S e fo BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BEL BEL BEL BEL 4 8 7 8 4878 4878 w w pp S to e to e to e t o e t o e to e to e to e to e t o e t o e to e to p to p to p to p to p t o p t o p t o p to p to p top to p to p to p t o p t o p t o p to p to p w 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W s ssssssssss 56+00 57+00 58+00 59+00 SD IR IR IR R 8' ' W 8' ' W 8' ' W SD S e fo BEL BEL BEL BEL BEL BEL BE L BF O BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O 4 8 7 5 4 8 7 5 4 8 7 6 4 8 7 6 48 7 7 4 8 7 8 4877 4877 4878 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.4 - 2/15/2024 05:41pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 MO O D Y R D - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 44 L.1.4 MOODY RD SH E E T L . 1 . 3 ST A : 5 0 + 0 0 SH E E T L . 1 . 4 ST A : 5 5 + 0 0 MOODY RD SH E E T L . 1 . 4 ST A : 5 5 + 0 0 1 1 1 2 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.4TE M P L E VI E W D R 2N D E A S T SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 29,994 SF PLANT SCHEDULE L.1.4 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W S SS SS SS SS SS 61+00 62+00 63+00 64+00 65+00 66+00 SD 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SS SS SS SSS SS SSS e fo efo BELBELBELBELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BE L BE L BF O BF O BF O BF O BF O BF O SD 4 8 7 7 4877 4877 487 7 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W S SSSSSSSSSSSSSSSS 66+00 67+00 68+00 69+00 70+00 SD SD 8' ' W 8' ' W S S efo BELBELBELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO STA: ??? SS PLUG 13 RIM: 4865.91 INV OUT: 4862.39 8" (S) 48764876 4877 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.5 - 2/15/2024 05:41pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE T O N R I V E R T E M P L E S T - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 45 L.1.5 SH E E T L . 1 . 5 ST A : 6 6 + 0 0 TETON RIVER TEMPLE ST SH E E T L . 1 . 6 ST A : 7 0 + 0 0 SH E E T L . 1 . 5 ST A : 6 6 + 0 0 2 2 2 2 1 1 1 1 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.5 2 TETON RIVER TEMPLE ST WE S T CH U R C H D R SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 26,595 SF PLANT SCHEDULE L.1.5 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y g g g g g g g to e to e to e to e to e to e to e pp pppp 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W S SS 75+00 76+00 77+00 78+00 79+00 IR IR IR R 8' ' W 8' ' W S efo e fo BE L BE L BE L BEL BEL BEL BEL BEL BELBELBFOBFOBFOBFOBFOBFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O BF O BF O BF O BF O BF O 4 8 8 0 4878 4879 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W S SSSSSSSSSS SS SS SS SS SS SS 70+00 71+00 72+00 73+00 74+00 75+00 SD SD S e fo BELBELBELBELBELBELBELBELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O INV OUT: 4862.39 8" (S) 4878 4878 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.6 - 2/15/2024 05:42pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE T O N R I V E R T E M P L E S T - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 46 L.1.6 SH E E T L . 1 . 6 ST A : 7 5 + 0 0 SH E E T L . 1 . 6 ST A : 7 5 + 0 0 SH E E T L . 1 . 5 ST A : 7 0 + 0 0 1 1 1 1 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.6 TETON RIVER TEMPLE ST TETON RIVER TEMPLE ST 1 2 TE M P L E VI E W D R 2N D E A S T SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 24,699 SF PLANT SCHEDULE L.1.6 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W S SS SS SS SS SS SS SS S SS 81+00 82+00 83+00 84+00 85+00 86+00 PI : 8 0 + 8 5 . 5 1 8' ' W 8' ' W SSSSSSSS 8' ' W 8' ' W 8' ' W S S SS e fo efo BE L BE L BF O BF O BF O BF O BF O BF O BF O BF O BELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 487648774878 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W SSSSSSSSSS 85+00 86+00 87+00 88+00 89+00 90+00 SD SD SSSSSSSSSS SS efo BELBELBELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4876 4876 4876 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.7 - 2/15/2024 05:43pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE M P L E V I E W D R - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 47 L.1.7 SH E E T L . 1 . 7 ST A : 8 5 + 0 0 TEMPLE VIEW DR SH E E T L . 1 . 8 ST A : 9 0 + 0 0 SH E E T L . 1 . 7 ST A : 8 6 + 0 0 1 1 1 1 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.7 2 2 TEMPLE VIEW DR TE T O N R I V E R TE M P L E S T SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 37,257 SF PLANT SCHEDULE L.1.7 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W S SS SS SS SS SS SSSSSSSS 90+00 91+00 92+00 93+00 SD SD S efo BELBELBELBELBELBEL BF O BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO 4876 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16 ' ' W 16 ' ' W SSSSS SS SS SS 97+7194+00 95+00 96+00 97+00 PI : 9 7 + 0 6 . 3 6 EP : 9 7 + 7 1 . 1 9 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W SS SS e fo B F O 4877 487 8 48 7 8 4 8 7 8 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.8 - 2/15/2024 05:43pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 TE M P L E V I E W D R - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 48 L.1.8 SH E E T L . 1 . 8 ST A : 9 4 + 0 0 SH E E T L . 1 . 7 ST A : 9 0 + 0 0 SH E E T L . 1 . 8 ST A : 9 4 + 0 0 1 1 1 1 2 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.8 TEMPLE VIEW DR TEMPLE VIEW DR 2 MO O D Y R D SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 26,718 SF PLANT SCHEDULE L.1.8 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 102+00 103+00 104+00 105+00 106+00 107+00 PI : 1 0 2 + 4 7 . 2 7 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 8' ' W 8' ' W SS S S e fo BEL BEL BEL BEL BEL BEL BF O BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO 488 0 487 8487 9 488 1488 2 4883 488 3 4883 4880 4878 4879 4881 4882 4883 4883 48 8 3 4880 4878 4879 4881 4882 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W S SS 107+00 108+00 109+00 110+00 111+00 112+00 PI : 1 0 7 + 2 5 . 0 0 PI : 1 0 8 + 5 0 . 0 0 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W SS SSSSSSSSSSSS S SS SSSSSS e fo BE L BE L BE L BF O BF O BF O BF O BF O BF O BF O BELBELBELBELBELBELBELBELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO SD 4876 487 7 48 7 7 4 8 7 7 112+00 113+00 114+00 SD 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SSSSSSSS e fo BELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO 4875 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.9 - 2/15/2024 05:44pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 WE S T C H U R C H D R - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 49 L.1.9 SH E E T L . 1 . 9 ST A : 1 0 7 + 0 0 SH E E T L . 1 . 1 0 ST A : 1 1 2 + 0 0 WEST CHURCH DR SH E E T L . 1 . 9 ST A : 1 0 7 + 0 0 1 1 2 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.9 1 2 WEST CHURCH DR SH E E T L . 1 . 1 0 ST A : 1 1 4 + 0 0 SH E E T L . 1 . 9 ST A : 1 1 2 + 0 0 1 WEST CHURCH DR 2 2 1 1 2 TE T O N R I V E R TE M P L E S T SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 24,785 SF PLANT SCHEDULE L.1.9 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y 114+00 115+00 116+00 117+00 118+00 119+00 PI : 1 1 7 + 0 0 . 0 0 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W SS SS S SSSSSSSSSSSSSSSS SSS e fo BELBELBELBELBELBELBELBELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO 48754875 4876 4876 16 ' ' W 16 ' ' W 119+00 120+00 121+00 122+00 123+00 124+00 PI : 1 2 4 + 0 2 . 2 5 SD 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W SSSSSSSSSSSSSS S SS SS SS SS SS e fo e fo BELBELBELBELBELBELBELBELBELBEL BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BF O B F O B F O B F O B F O B F O B F O BE L BE L 4875 4876 H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.10 - 2/15/2024 05:45pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 WE S T C H U R C H D R - L A N D S C A P E P L A N TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 50 L.1.10 SH E E T L . 1 . 1 0 ST A : 1 1 9 + 0 0 SH E E T L . 1 . 9 ST A : 1 1 4 + 0 0 12 SYMBOL DESCRIPTION PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 1 2 REFERENCE NOTES SCHEDULE L.1.10 SH E E T L . 1 . 1 0 ST A : 1 1 9 + 0 0 12 1 WEST CHURCH DR WEST CHURCH DR MO O D Y R D SYMBOL BOTANICAL / COMMON NAME QTY GROUND COVERS POA PRATENSIS `IMPERIAL BLUE` IMPERIAL BLUE KENTUCKY BLUEGRASS 41,606 SF PLANT SCHEDULE L.1.10 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.2.0 - 2/15/2024 05:45pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 LA N D S C A P E D E T A I L S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 51 L.2.0 TOPSOIL NOT TO SCALE NOTES: 1.LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL. 2.LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR MULCH AND STILL BE 1 2 " BELOW ADJACENT HARDSCAPES. 3.LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING, SEEDING, OR LAYING OF TURF SOD. CLEAN TOPSOIL, IMPORTED OR STOCKPILED. DEPTH PER PLANS AND PLANTING DETAILS MIX LOWER 2" OF TOPSOIL AND UPPER 2" OF TILLED SUB-GRADE. TILL UPPER 6" OF SUBGRADE PRIOR TO INSTALLATION OF TOPSOIL UNDISTURBED SUBGRADE 1 LD-INS-TET OFF-35 TURF SOD NOT TO SCALE NOTES: 1.ROOT MAT THICKNESS WILL VARY ENSURE TOP OF ROOT MAT IS 1" BELOW TOP OF CURB, WALK, OR EDGING. ADJUST DEPTHS AND DIMENSIONS SHOWN AS NECESSARY. 2.SOD SHALL BE 100% KENTUCKY BLUEGRASS OR BIO GRASS BIO-NATIVE AS SPECIFIED ON PLANS. CONCRETE CURB, SIDEWALK OR EDGING IF APPLICABLE - SEE PLAN. SOD ROOT AREA 4" DEPTH OF CLEAN TOPSOIL. CROSS RIP OR TILL SUBGRADE. 1" 4. 5 " 6" LD-INS-TET OFF-29 2PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.3.0 - 2/15/2024 05:45pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - 6 1 7 7 - 2 2 CJ F TL M CJ F 02 / 1 6 / 2 0 2 4 IR R I G A T I O N S P E C I F I C A T I O N S TE T O N R I V E R T E M P L E O F F S I T E I M P R O V E M E N T S RE X B U R G , I D A H O 52 L.3.0 SITE WORK EXAMINATION A.SITE VERIFICATION OF CONDITIONS 1.48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT IDAHO DIGLINE OR OTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND UTILITY LOCATOR SERVICE COMPANY TO ARRANGE FOR UTILITY LOCATION SERVICES. 2.POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES AT SUFFICIENT LOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND SUFFICIENT CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING FACILITIES. 3.PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 4.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, NOTIFY ARCHITECT BY PHONE OF FAX WITHIN 24 HOURS, FOLLOW TELEPHONE OR FAX NOTIFICATION WITH LETTER AND DIAGRAMS INDICATING CONFLICT OR PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO EVALUATE PROBLEM. B.PROTECTION 1.AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR ADJACENT TO PUBLIC STREETS OR HIGHWAYS. 2.REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, STREETS, AND HIGHWAYS. 3.DUST CONTROL- 3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE, BOTH ON-SITE AND ADJACENT TO PUBLIC AND PRIVATE PROPERTIES. 3.2.CORRECT OR REPAIR DAMAGE CAUSED BY DUST. 3.3.EROSION CONTROL- 3.3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND TRANSPORTATION OF SOIL DOWNSTREAM, TO ADJACENT PROPERTIES, AND INTO ON-SITE OR OFF-SITE DRAINAGE SYSTEMS. 3.3.2.DEVELOP, INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF REQUIRED BY LAW. 3.3.3.REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. C.IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE PROMPTLY, OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND DEDUCT COSTS OF SUCH FROM MONIES DUE TO CONTRACTOR. SUCH ACTION OR LACK OF ACTION ON OWNER'S PAR DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK. 1.ADJUST EXISTING COVERS, BOXES, AND VAULTS TO GRADE. 2.REPLACE BROKEN OR DAMAGED COVERS, BOXES AND VAULTS. 3.INDEPENDENTLY CONFIRM SIZE, LOCATION, AND NUMBER OF COVERS, BOXES AND VAULTS WHICH REQUIRE ADJUSTMENT. D.FIELD QUALITY CONTROL 1.IF WORK HAS BEEN INTERRUPTED BY WEATHER, SCHEDULING, OR OTHER REASON, NOTIFY ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED RESUMPTION OF GRADING OR COMPACTING. 2.OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM SUITABILITY OF COMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE BEEN EXPOSED TO ADVERSE WEATHER CONDITIONS. LANDSCAPE FINISH GRADING SUMMARY A.INCLUDES BUT NOT LIMITED TO 1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR INSTALLATION OF LANDSCAPING AS DESCRIBED IN CONTRACT DOCUMENTS. MATERIALS A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA: 1. FERTILE, LOOSE, FRIABLE SOIL MEETING FOLLOWING CRITERIA 1.1.CHEMICAL CHARACTERISTICS- 1.1.1. ACIDITY/ALKALINITY RANGE - PH 5.5 TO 7.7 1.1.2. SOLUBLE SALTS - LESS THAN 2.0 MMHOS/CM 1.1.3. SODIUM ABSORPTION RATIO (SAR) - LESS THAN 3.0 1.1.4. ORGANIC MATTER - GREATER THAN ONE PERCENT 1.2.PHYSICAL CHARACTERISTICS- 1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CHARACTERISTICS AS MEASURED BY HYDROMETER. SAND - 15 TO 60 PERCENT SILT - 10 TO 60 PERCENT CLAY - 5 TO 30 PERCENT 1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, NOXIOUS WEEDS, ROCKS LARGER THAN 1_1 2 INCH IN ANY DIMENSION, AND OTHER OBJECTIONABLE MATERIALS. 1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES MEASURING OVER 2.0 MM IN LARGEST SIZE. PREPARATION A. PRIOR TO GRADING, DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS AND REMOVE FROM SITE. BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, REMOVE ROCKS LARGER THAN 1 INCH IN SIZE AND FOREIGN MATTER SUCH AS BUILDING RUBBLE, WIRE, CANS, STICKS, CONCRETE, ETC. B.PRIOR TO PLACING TOPSOIL, REMOVE ANY IMPORTED BASE MATERIAL PRESENT IN PLANTING AREAS DOWN TO NATURAL SUBGRADE OR OTHER MATERIAL ACCEPTABLE TO ARCHITECT. PERFORMANCE A. SITE TOLERANCES 1. TOTAL TOPSOIL DEPTH- 1.1. LAWN PLANTING AREAS - 4 INCHES MINIMUM 1.2. SHRUB & GROUNDCOVER PLANTING AREAS - 12 INCHES MINIMUM THROUGHOUT ENTIRE SHRUB BED AREA. 2. ELEVATION OF TOPSOIL RELATIVE TO WALKS, CURBS OR OTHER PAVEMENTS BEFORE PLANTING AND AFTER ADDITION OF SOIL AMENDMENTS - 2.1 SODDED LAWN AREAS - 2 INCHES BELOW 2.2. SHRUB & GROUNDCOVER AREAS - 2 INCHES BELOW B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS. C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED ELEVATION RELATIVE TO WALK OR CURB. D.SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT SLOPE OF 1 2 INCH PER FT MINIMUM UNLESS OTHERWISE NOTED. HIGH POINT OF FINISH GRADE AT BUILDING FOUNDATION SHALL BE 6 INCHES MINIMUM BELOW FINISH FLOOR LEVEL. DIRECT SURFACE DRAINAGE IN MANNER INDICATED ON DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUN_OFF OF WATER. FILL LOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN PROPERLY. IRRIGATION SYSTEMS SUMMARY A.THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, LAWN SPRINKLER SPECIALTIES, CONTROLS, AND WIRING. SYSTEM DESCRIPTION A.PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION AS REQUIRED FOR ALL LANDSCAPING. DESIGN SYSTEM AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE WITHOUT SPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC. B.CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE (PSI) AND FLOW (GPM). DEFINITION A.CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAIN VALVES. PIPING IS UNDER PRESSURE DURING FLOW. B.DRAIN PIPING: DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES. PIPING IS NOT UNDER PRESSURE. C.IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE. SYSTEM PERFORMANCE REQUIREMENTS A.MINIMUM WATER COVERAGE: 100 PERCENT OF TURF AND PANTING AREAS. B.LOCATION OF SPRINKLERS AND SPECIALTIES: DESIGN LOCATION WILL BE APPROXIMATE. MADE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. C.MINIMUM WORKING PRESSURES: THE FOLLOWING ARE MINIMUM PRESSURE REQUIREMENTS FOR PIPING, VALVES, AND SPECIALTIES, UNLESS OTHERWISE INDICATED: 1. IRRIGATION MAIN PIPING: 200 PSIG 1380 KPA. 2. CIRCUIT PIPING: 150 PSIG 1035 KPA. 3. DRAIN PIPING: 100 PSIG 690 KPA. GUARANTEE A.SUBMIT 1-YEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER CONTRACTOR, AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. B.GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER. SUBMITTALS A.PRODUCT DATA: INCLUDE PRESSURE RATING, RATED CAPACITY, SETTINGS, AND ELECTRICAL DATA OF SELECTED MODELS FOR THE FOLLOWING: 1. VALVES: INCLUDE ABOVEGROUND AND UNDERGROUND; GENERAL-DUTY, MANUAL AND AUTOMATIC CONTROL, AND QUICK-COUPLER TYPES. 2. VALVE BOXES. 3. SPRINKLERS. 4. SPECIALTIES. 5. CONTROLLERS. INCLUDE WIRING DIAGRAMS. B.SHOP DRAWINGS: COMPLETE IRRIGATION DESIGN. SHOW IRRIGATION PIPING, INCLUDING PLAN LAYOUT AND LOCATIONS, TYPES SIZES CAPACITIES, AND FLOW CHARACTERISTICS OF PIPING AND PIPE COMPONENTS, VALVES, SPRINKLERS, ROTORS AND DRIP SYSTEMS, LIGHTING PROTECTION, ACCESSORIES SUCH AS AIR RELIEF VALVE, DRAINS ETC AND IRRIGATION CONTOLLER(S) AND CONTROLLER WIRING. SHOW AREAS OF SPRINKLER SPRAY AND OVERSPRAY. C.COORDINATION DRAWINGS: SHOW PIPING AND MAJOR SYSTEM COMPONENTS, INDICATE INTERFACE AND SPATIAL RELATIONSHIP BETWEEN PIPING, SYSTEM COMPONENTS, ADJACENT UTILITIES, AND PROXIMATE STRUCTURES. D.MAINTENANCE DATA: TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. INCLUDE DATA FOR THE FOLLOWING: 1. SUBMIT THREE (3) COPIES OF TYPEWRITTEN INSTRUCTIONS, BOUND IN SUITABLE SIZED RING BINDERS, RECOMMENDING PROCEDURES TO BE ESTABLISHED BY THE OWNER FOR THE MAINTENANCE OF THE SYSTEM FROM YEAR TO YEAR. THIS SHALL INCLUDE COMPLETE INSTRUCTIONS FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING AND COMPLETE INSTRUCTIONS ON HOW TO DRAIN ENTIRE BACKFLOW PREVENTER TO PREVENT FREEZING. SUBMIT MANUALS WITH RECORD DRAWINGS. THE MANUAL SHALL ALSO CONTAIN: 1.1 IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING BY WHOM THE INFORMATION WAS COMPILED. 1.2 NEATLY TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL, FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE MANUAL OF ALL EMERGENCY DATA REGARDING THE INSTALLATION. 1.3 COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS, CURRENT COST, AND NAME AND ADDRESS OF THE NEAREST VENDOR OF REPLACEMENT PARTS. 1.4 COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY SHOULD BE CHANGED FROM THE INITIAL INSTALLATION SCHEDULE. THE INITIAL SCHEDULE IS CALCULATED FOR A WATERING RATE TO ESTABLISH NEW LAWN. 1.5 COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE INSTALLATION, SHOWING ALL DATES OF EXPIRATION. E.RECORD DRAWINGS: 1. AS INSTALLATION OCCURS, PREPARE ACCURATE RECORD DRAWING TO BE SUBMITTED PRIOR TO FINAL INSPECTION, INCLUDING: 1.1 DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION. 1.2 SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED CONTRACT DOCUMENTS. 1.3 FIELD DIMENSIONED LOCATIONS OF VALVE BOXES, MANUAL DRAINS, AUTOMATIC DRAIN VALVES, QUICK-COUPLER VALVES, CONTROL WIRE RUNS NOT IN MAINLINE DITCH, AND BOTH ENDS OF SLEEVES. 1.4 TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR EDGES LOCATED AT OR ABOVE FINISH GRADE. 1.5 TAKE AND RECORD DIMENSIONS AT TIME OF INSTALLATION. 2. THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD (OR IN SOFTWARE COMPATIBLE WITH AUTOCAD) AND ON REPRODUCIBLE MATERIAL (I.E., SEPIA). 3. PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR KEY CIRCUITS, AND LAMINATE BOTH SIDES WITH 5 MIL THICK OR HEAVIER PLASTIC. MOUNT ON 1 4 INCH PLYWOOD BOARD. DRILL TWO 1/2-INCH HOLES AT TOP OF BOARD AND HANG ON HOOKS IN ELECTRICAL ROOM OR AS DIRECTED BY ARCHITECT OR OWNER. QUALITY ASSURANCE A. PRODUCT OPTIONS: DRAWINGS SHALL INDICATE SIZE, PROFILES, AND DIMENSIONAL REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES AND MODELS INDICATED. B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND REGULATIONS, AND OTHER APPLICABLE STATE OR LOCAL LAWS. NOTHING IN APPROVED CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. C. PRE-INSTALLATION MEETING: SCHEDULE MEETING AFTER EXCAVATION OF TRENCHES AND INSTALLATION OF SLEEVES, BUT PRIOR TO INSTALLATION OF PIPE. PROJECT CONDITIONS A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY, WATER PRESSURE, WATER QUALITY AND FLOW CHARACTERISTICS. REPORT ANY DISCREPANCIES FROM DESIGN TO ARCHITECT. SEQUENCING AND SCHEDULING A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING HOURS. ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER. B. COORDINATE IRRIGATION PIPING WITH UTILITY WORK. EXTRA MATERIALS A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. DELIVER EXTRA MATERIALS TO OWNER. 1. TWO VALVE BOX COVER KEYS. 2. TWO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL. 3. TWO MANUAL DRAIN VALVE KEYS. 4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING, CLEANING OR DISASSEMBLY OF EACH TYPE OF SPRINKLER. 5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT. MATERIALS A. BACKFILL MATERIAL 1. BACKFILL MATERIAL SHALL CONSIST OF SAND, NATIVE MATERIAL OR TOPSOIL WITH NO ROCKS LARGER THAN 1 4 INCH IN ANY DIMENSION. ARCHITECT SHALL APPROVE ON-SITE MATERIAL FOR BACKFILL OPERATION. 2. IMPORTED BACKFILL MATERIAL, AS REQUIRED, SHALL BE CLEAN SOIL, FREE FORM ORGANIC MATERIAL, TRASH, DEBRIS, RUBBISH, BROKEN CEMENT, ASPHALT MATERIAL, OR OTHER OBJECTIONABLE SUBSTANCES AND APPROVED BY THE ARCHITECT. B. DRAINAGE FILL MATERIAL 1. WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL, WITH 100% PASSING A 1-1/2" SIEVE AND NOT MORE THAN 5% PASSING A NO. 4 SIEVE. COMPONENTS A. PIPE AND FITTINGS: 1. PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, SIZE, SCHEDULE, TYPE AND WORKING PRESSURE. 2. ALL IRRIGATION PIPING SHALL BE SCHEDULE 40 PVC FOR PIPES 3 4" THROUGH 3" AND CLASS 200 FOR PIPE SIZES 4" AND LARGER OR APPROVED EQUAL PIPE. 3. MAINLINE SHALL HAVE PVC SCHEDULE 40 FITTING FOR PIPE SIZES 3 4" THOUGH 1 1 2", PVC SCHEDULE 80 FOR PIPE SIZES 2" THROUGH 3" AND PUSH ON DUCTILE OR MECHANICAL CAST IRON FITTINGS ON PVC MAINLINE FITTING 4" AND LARGER. 4. REMOTE CONTROL VALVE CONNECTION TO MAINLINE SHALL BE PVC SST TEE, EPOXY COATED DOUBLE STRAP SADDLE, M.J. TEE, OR HARDCO DUCTILE IRON SERVICE TEES. B. SLEEVES: 1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE INSTALLED IN SLEEVE. SLEEVES UNDER 4" DIAMETER SHALL BE PVC SCHEDULE 40. SLEEVES 4" AND LARGER SHALL E CLASS 200 PVC SEWER PIPE. 2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING. WIRE SLEEVES SHALL BE 2" UP TO 40 WIRES AND 2 1 2 INCH FOR 41 TO 56 WIRES AND 3" FOR 57 TO 88 WIRES. C. SPRINKLER HEADS: 1. SPRAY HEADS: HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY SPRINKLER HEADS OR APPROVED EQUAL. D. SPRINKLER RISERS: 1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER, THREE ELL SWING JOINT ASSEMBLY, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THESE SWING JOINT FITTINGS SHALL BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS OTHERWISE APPROVED. HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE SHALL BE 8 INCHES LONG MINIMUM. ALL OTHER NIPPLES ON SWING JOINT RISER SHALL BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK COUPLING VALVE. 2. STATIONARY SPRAY POP-UP SPRINKLER HEADS, SHRUB SPRAY HEADS, STATIONARY SPRAY SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF THE FOLLOWING WAYS: 2.1 RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF 1 2 INCH SHALL BE SWING PIPE 14 INCHES LONG MINIMUM AND 24 INCHES MAXIMUM. SWING PIPE WITH SPIRAL BARB FITTINGS AND STREET ELBOWS SHALL BE ASSEMBLED ACCORDING TO PAN DETAILS. EQUAL AS APPROVED BY ARCHITECT BEFORE BIDDING. 2.2 RISER FOR IRRIGATION ROTOR HEADS WITH 3 4 TO 1 INCH INLETS SHALL HAVE A SWING JOINT ASSEMBLY. INSTALL ACCORDING TO DETAILS ON DRAWINGS. E. VALVES: 1. HOSE BIBS: 3 4" ANGLE TYPE HOSE BIB. INSTALL ON MAIN LINE IN VALVE BOXES ON THREE-ELL SWING JOINT ASSEMBLY. 2. CONTROL VALVES: HUNTER PGV-151 VALVES. 3. MANUAL DRAIN VALVES: NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR APPROVED EQUAL. BRASS BALL VALVE SHALL BE "T" HANDLE ON MAIN LINES AND SHALL BE IN VALVE BOXES ON LATERAL LINES. 4. AUTOMATIC DRAIN VALVES - KING DRAIN OR APPROVED EQUAL. 5. ISOLATION VALVES: APOLLO INTERNATIONAL, FULL PORT BRASS BALL VALVE OR APPROVED EQUAL AS SHOWN ON DRAWINGS. F. DRIP IRRIGATION: 1. DRIP IRRIGATION VALVES: HUNTER ICZ 1" LF OR APPROVED EQUAL. 2. DRIP TUBING SHALL BE: 2.1 HUNTER HDL-06-12-CV 3. DRIP TUBING FITTINGS SHALL BE: 3.1 HUNTER "HDL-LOC" FITTINGS. 4. DRIP LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR APPROVED EQUAL. H. EXPANSION CURLS: 1. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED (300) FEET IN LENGTH. (EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE AROUND A ROD OR PIPE 1" OR MORE IN DIAMETER, THEN WITHDRAWING THE ROD). I. VALVE BOXES: 1. FOR MANUAL DRAIN BALL VALVE - 12" DIAMETER VALVE BOX WITH APPROPRIATE LID. LARGER SIZE OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES. 2. FOR CIRCUIT AND ISOLATION VALVES - CARSON JUMBO BOX OR APPROVED EQUAL. 3. VALVE BOX SUPPORTS - STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES. J. AUTOMATIC CONTROLLER: 1. AUTOMATIC CONTROLLER: HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS REQUIRED FOR OPERATION. 2. INCLUDE ANY WIRING, COMMUNICATION LINKS, AND COMPUTER PROGRAMS TO MAKE WEATHER STATION AND CONTROLLER OPERATIONAL. K. BACKFLOW PREVENTER: WILKINS 375 REDUCED-PRESSURE BACKFLOW ASSEMBLY OR APPROVED EQUAL. 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. L. CONTROLLER: 1. CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT STATIONS TO ACCOMMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE USE. M. OTHER COMPONENTS: 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. 3. IF REQUIRED, PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS REQUIRED TO MAKE PUMP OPERATIONAL. MIXES A. CONCRETE FOR THRUST BLOCKS: 1. ONE CU. FT. CEMENT, 2 CU. FT. SAND, 4 CU. FT. GRAVEL, AND 5 GALLONS MINIMUM TO 6 GALLONS MAXIMUM WATER. 2. MIX THOROUGHLY BEFORE PLACING. EXAMINATION A. SITE VERIFICATION OF CONDITIONS: PERFORM PRESSURE TEST AT STUB-OUT ON MAIN WATER LINE PROVIDED FOR IRRIGATION SYSTEM, OR AT NEAR-BY FIRE HYDRANT. PREPARATION A. DURING CONSTRUCTION AND STORAGE, PROTECT MATERIALS FROM DAMAGE AND PROLONGED EXPOSURE TO SUNLIGHT. B. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO OWNER. IF DAMAGED WORK IS NEW, REPAIR OR REPLACEMENT SHALL BE PERFORMED BY INSTALLER OR ORIGINAL WORK. C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS AND AVOID CONFLICT WITH THE LOCATION OF PLANT MATERIALS. WHERE TRENCHING IS REQUIRED IN PROXIMITY TO PLANT MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS. DO NOT CUT EXISTING TREE ROOTS MEASURING OVER 2 INCHES IN DIAMETER. INSTALLATION A. TRENCHING AND BACKFILLING 1. PULLING OF PIPE IS NOT PERMITTED. 2. OVER-EXCAVATE TRENCHES 2 INCHES AND BRING BACK TO INDICATED DEPTH BY FILLING WITH BACKFILL MATERIAL AS SPECIFIED UNDER PART 2 - PRODUCTS. SEPARATE OUT ROCKS LARGER THAN 1-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING OPERATION FROM EXCAVATED MATERIAL AND REMOVE FROM AREAS TO RECEIVE LANDSCAPING. 3. COVER PIPE BOTH TOP AND SIDES WITH 2 INCHES OF BACKFILL MATERIAL AS SPECIFIED UNDER PART 2 - PRODUCTS. PLACE AND COMPACT REMAINDER OF BACKFILL TO WITHIN 5 INCHES OF FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS. TOP 5 INCHES OF BACKFILL SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION. 4. DO NOT COVER PRESSURE MAIN, SPRINKLER PIPE, OR FITTINGS UNTIL PRESSURE TEST HAS BEEN COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM. B. EXCAVATION BEYOND EXCAVATION LIMITS 1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL EXCAVATION LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, THE VOID REMAINING AFTER THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED AS PER THE "EARTHWORK" SECTION AND THIS SPECIFICATION SECTION. THE REMOVAL OF ALL ROCK OR OTHER INTERFERING OBJECTS AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BE AT THE EXPENSE OF THE CONTRACTOR. C. SLEEVING 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING WITH THE WORK OF OTHER TRADES, (I.E., CONCRETE, ASPHALT PAVING, ETC.). 2. SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS AND PAVING EXTEND SLEEVES 6 INCHES MINIMUM BEYOND WALK OR PAVEMENT EDGE. CAP SLEEVES UNTIL PIPES AND WIRES ARE INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND DEBRIS. 3. USE ONE WATER PIPE MAXIMUM PER SLEEVE. SLEEVE CONTROL WIRING IN SEPARATE SLEEVE. 4. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE CAN BE EASILY REMOVED. D. GRADES AND DRAINING 1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED. 1.1 SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE. 1.2 WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO A MINIMUM NUMBER OF LOW POINTS. AT THESE LOW POINTS, INSTALL AN AUTOMATIC KING DRAIN. 1.3 INSTALL 2 INCH CLASS 200 PVC PIPE OVER TOP OF MANUAL DRAIN AND CUT AT FINISH GRADE. 1.4 DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES. 1.5 SLOPE PIPES UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE AREAS. 1.6 PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY BLOWOUT OF ENTIRE SYSTEM. E. PIPE INSTALLATION 1. INSTALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY MANUFACTURER. 2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS, INSTALL MAIN LINES AND LATERAL LINES CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON FINISHED GRADE. INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER BASED ON FINISH GRADE. 3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES MINIMUM BELOW FINISH GRADE OR AS SHOWN ON APPROVED DRAWINGS. 4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION. HEADS IMMEDIATELY ADJACENT TO MOWSTRIPS, WALKS, OR CURBS SHALL BE ONE INCH BELOW TOP OF MOWSTRIP, WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND MOWSTRIP, WALK, OR CURB. 5. CUT PLASTIC PIPE SQUARE. REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO UNOBSTRUCTED FLOW WILL RESULT. 6. MAKE SOLVENT WELD JOINTS AS FOLLOWS: 6.1 DO NOT MAKE SOLVENT WELD JOINTS IF AMBIENT TEMPERATURE IS BELOW 4 DEG. F. 6.2 CLEAN MATING PIPE AND FITTING WITH CLEAN, DRY CLOTH AND APPLY ONE COAT OF P-70 PRIMER TO EACH. 6.3 APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE. 6.4 APPLY SOLVENT TO FITTING IN A SIMILAR MANNER. 6.5 RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING. 6.6 GIVE PIPE OR FITTING A QUARTER TURN TO INSURE EVEN DISTRIBUTION OF SOLVENT AND MAKE SURE PIPE IS INSERTED TO FULL DEPTH OF FITTING SOCKET. 6.7 HOLD IN POSITION FOR 15 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT. 6.8 WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING. 6.9 DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM ON INSIDE OF PIPE. 6.10 ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE. 6.11 TAPE THREADED CONNECTIONS WITH TEFLON TAPE. 6.12 IF PIPE IS LARGER THAN 2 INCHES, INSTALL CONCRETE THRUST BLOCKS WHEREVER CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES, UNLESS OTHERWISE DETAILED ON APPROVED DRAWINGS. F. BACKFLOW PREVENTER INSTALLATION 1. INSTALL BACKFLOW PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE AND LOCAL CODES. 2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVIDE A MINIMUM CLEARANCE OF 12 INCHES BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW. G. IRRIGATION CONTROLLER 1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND WITH PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION. H. REMOTE CONTROL VALVES AND VALVE BOXES 1. INSTALL CONTROL WIRES, VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO ELECTRICAL CODE. 2. INSTALL VALVES, PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS. LOCATE VALVE BOX TOPS AT FINISH GRADE. DO NOT INSTALL MORE THAN TWO VALVES IN A SINGLE BOX. 3. PLACE PEA GRAVEL A MINIMUM OF 6 INCHES DEEP BELOW VALVE FOR DRAINAGE. EXTEND PEA GRAVEL 3 INCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 4 INCHES MINIMUM BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. SET VALVE BOXES OVER VALVE SO ALL PARTS OF VALVE CAN BE REACHED FOR SERVICE. SET COVER OF VALVE BOX EVEN WITH FINISH GRADE. VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS. I. WIRING 1. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET. WHERE CONTROL WIRE LEAVES MAIN OR LATERAL LINE, ENCLOSE IT IN CLASS 200 PVC CONDUIT. 2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES. 3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. EACH COMMON WIRE MAY SERVE ONLY ONE CONTROLLER. PROVIDE 12 INCHES OF EXPANSION LOOP SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX. 4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS. WIRE SHALL BE DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN EXTRA WIRE. EXTEND EXTRA CONTROL WIRES 24 INCHES AND LEAVE COILED IN EACH VALVE BOX. J. OTHER VALVES 1. INSTALL (1) QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES. 2. ISOLATION VALVES, AND ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. 3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE. 4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. K. SPRINKLER HEADS 1. PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES AND USE FULL HEAD OF WATER TO FLUSH OUT SYSTEM. 2. SET SPRINKLER HEADS AND QUICK-COUPLING VALVES PERPENDICULAR TO FINISH GRADE. 3. DO NOT INSTALL SPRINKLERS USING SIDE INLETS; INSTALL USING BASE INLETS ONLY. 4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS, CURBS AND OTHER PAVES AREAS AND TO GRADE. SEE "PIPE INSTALLATION" SECTION. 5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS. AT SHRUB AREAS ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS. L. DRIP IRRIGATION 1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM TO THE FOLLOWING: 1.1 PLACE TUBING ON TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH. 1.2 ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES. SOILD STAPLES SHALL CONFORM TO THE FOLLOWING: 1.2.1 SANDY SOIL: ONE STAPLE EVERY THREE (3) FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW OR CROSS). 1.2.2 LOAM SOIL: ONE STAPLE EVERY FOUR (4) FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW OR CROSS). 1.2.3 CLAY SOIL: ONE STAPLE EVERY FIVE (5) FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW OR CROSS). 1.3 JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE. INSTALL A REMOVABLE FLUSHING CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING. AT ENDS NOT USED FOR FLUSHING INSTALL A FIGURE EIGHT CLOSURE. 2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING: 2.1 ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF 1 4 INCH DISTRIBUTION TUBING. 2.2 ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY 1 4 INCH TUBING STAKE. 2.3 THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT: 2.3.1 SMALL SHRUB: TWO (2) 0.5 GPH EMITTERS. 2.3.2 LARGE SHRUB: TWO (2) 0.5 GPH EMITTERS. 2.3.3 SMALL TREE: FOUR (4) 0.5 GPH EMITTERS. 2.3.4 LARGE TREE: FOUR (4) 0.5 GPH EMITTERS. 2.4 SPACE THE POINT OF WATER APPLICATION EVENLY AROUND THE PLANTS. 2.5 FOR TREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN. M. TESTING 1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING. 2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE NO LEAKS BEFORE BACKFILLING. 3. AFTER BACKFILLING, PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM. OPERATE THE ENTIRE SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE OF CHECKING COVERAGE AND ASSURING THE ABSENCE OF LEAKS. REPAIR WATER LINES, VALVES, OR CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE. 4. ANY PORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED. AFTER ALL REPAIRS OR REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT, THE ABOVE REQUIRED TEST SHALL BE MADE AGAIN. N. ADJUSTMENT 1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING ON IT WITHOUT APPRECIABLE HARM. SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER. 2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON BUILDING. 3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS. O. CLEAN-UP 1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION.PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y