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Home My WebLink AboutINFRASTRUCTURE PLAN 2.6.2021 - 21-00080 - Iron Horse Division 1 - 1076 S 12th W - PlatH:\!2020\ID-2676-2009 BV University Blvd. Surveys\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - C.1.0_COVER SHEET - 2/05/2021 11:50pm, jalen.fuhriman 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 a r k w a 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 CONSTRUCTIONREVISIONS DESCRIPTIONBYDATEREV 2194 Snake River Parkway Suite 205 Idaho Falls, ID 83402 (208) 522-1223 ID - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 CO V E R S H E E T BV I R O N H O R S E I RE X B U R G , I D A H O 1 C.1.0 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 1 3 9 5 95 I-90 95 95 M O N T A N A W Y O M I N G UTAH CANADA WA S H I N G T O N OR E G O N BOUNDARY BONNER KOOTENAI SHOSHONE BENEWAH LATAH CLEARWATER NEZ PERCE LEWIS IDAHO ADAMS WASHINGTON VALLEY LEMHI CUSTER CLARK FREMONT BOISEGEM PAYETTE BLAINE CAMAS ELMOREADA CANYON OWYHEE BUTTE LINCOLNGOODING JEROME TWIN FALLS CASSIA MINIDOKA POWER ONEIDA BANNOCK CARIBOU FRANKLIN BEAR LAKE BINGHAM BONNEVILLE JEFFERSON MADISON TETON NEVADA STATE MAP VICINITY MAP PROJECT SITE University Blvd Be l l C o r n e r R d ENGINEER: HORROCKS ENGINEERS Know what's below. Call before you dig. R SITE PLAN FOR BV IRON HORSE I CITY OF REXBURG, IDAHO 2194 Snake River Parkway, Suite 205 Idaho Falls, ID 83402 (208) 522-1223 CONTACT: LEITH SHEETS, PE OWNER/APPLICANT: IRON HORSE I PROPERTIES LLC, 2194 SNAKE RIVER PARKWAY, ST 300 Idaho Falls, ID 83402 (208) 523-3794 CONTACT: TANA BARNEY BASIS OF BEARING: CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE SYSTEM University Blvd Burton Oil Rd. UTILITIES: POWER- ROCKY MOUNTAIN POWER GAS- INTERMOUNTAIN GAS SEWER- CITY OF REXBURG WATER- CITY OF REXBURG Be l l C o r n e r R d 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 & DEMOLITION 6 C.3.0 OVERALL SITE PLAN 7 C.3.1 SITE PLAN - NORTH 8 C.3.2 SITE PLAN - CENTRAL 9 C.3.3 SITE PLAN - SOUTH 10 C.3.4 SITE PLAN DETAILS 11 C.4.0 OVERALL GRADING PLAN 12 C.4.1 GRADING PLAN - NORTH 13 C.4.2 GRADING PLAN - CENTRAL 14 C.4.3 GRADING PLAN SOUTH 15 C.5.0 OVERALL UTILITY & DRAINAGE PLAN 16 C.5.1 UTILITY & DRAINAGE PLAN 17 C.5.2 12TH NORTH PP 18 C.5.3 12TH SOUTH PP 19 C.5.4 UNIVERSITY BLVD PP 20 C.5.5 PRIVATE PP 21 C.5.6 PRIVATE PP 2 22 C.5.7 SITE DRAINAGE PLAN 23 C.6.0 EROSION CONTROL CP#BENCHMARK: CP#1 ELEV:4850.73 N:779480.3333 E:748423.1904 FOUND: BC CP#4 ELEV:4849.60 N:776863.8415 E:748441.7228 FOUND: BC CP#11 ELEV:4851.08 N:778147.1417 E:748475.8091 FOUND: IR-5 CP#12 ELEV:4846.35 N:779476.6393 E:745794.2787 FOUND: IR-5 - VERTICAL CONTROL DATUM BASED ON NAVD88 H O R R O C K S E N G I N E E R S 02-05-21 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 01.18.21 11:02 AM | H:\!2020\ID-2676-2009 BV University Blvd. Surveys\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_GENERAL NOTES.dwg Know what's below. Call before you dig. R 1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ITD 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,CITY OF IDAHO FALLS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2018). CITY OF IDAHO FALLS PUBLIC WORKS DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2018), AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2017). 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. 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 REVISIONS REV No.SHEET No.DATE OF REV DESCRIPTION ·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2017). ·GEOTECHNICAL REPORT - PREPARED BY MTI, FILE #E200203g AND DATED 11/24/2020 ·IDAHO DEQ TECHNICAL GUIDANCE MANUAL ·CITY OF REXBURG ENGINEERING STANDARDS (2016) 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 ID - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 GE N E R A L N O T E S BV I R O N H O R S E I RE X B U R G , I D A H O 2 C.1.1 ROADWAY 02-05-21 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 3/4'' W 3/4'' W 1'' W 1'' W 2'' W 2'' W 3'' W 3'' W 4'' W 4'' W 6'' W 6'' W 8'' W 8'' W WATER PROPOSEDEXISTING W W 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 ELEVATION 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 CL CENTERLINE CB CATCH BASIN CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y.CYCUBIC YARD DIA DIAMETER DIP DUCTILE IRON PIPE DWG DRAWING E EAST OR EASTING EA EACH EL 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 FF FINISHED FLOOR ELEVATION FE FLANGE END FG FINISHED GRADE ELEVATION FL FLOW LINE FJ FLANGE JOINT FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR ELEVATION GV GATE VALVE HGL HYDRAULIC GRADE LINE HRZ HORIZONTAL HP HIGH POINT HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET L/S LANDSCAPE LP LOW POINT LT LEFT MAX MAXIMUM MFR MANUFACTURER MGD MILLION GALLONS PER DAY MID MIDDLE MH MANHOLE 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 PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS R/W RIGHT OF WAY REV REVISION RT RIGHT S SLOPE S/W SIDEWALK SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SPEC SPECIFICATIONS SSMH SANITARY SEWER MANHOLE SS SANITARY SEWER S/L STREETLIGHT STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TBC TOP BACK OF CURB TEMP TEMPORARY TA TOP OF ASPHALT TF TOP OF FOOTING TG TOP OF GRATE TRW TOP OF RETAINING WALL TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL WTR WATER W/WITH MATCHLINE STA. XX+XX.XX SEE SHEET PP-XX UNKNOWN 18'' W 18'' W 24'' W 24'' W 30'' W 30'' W 36'' W 36'' W EXISTING PROPOSED ELECTRICAL MANHOLE # PROPOSED BUILDING FINISHED FLOOR ELEVATION PARKING STALL COUNT PROPOSED TBC SPOT ELEVATION (@ PC'S, PT'S & PL PROPOSED EOP SPOT ELEVATION (@ EDGE OF 75.19 75.19 FFE: XXXX.XX ABBREVIATIONSSTANDARD SYMBOLSHATCH PATTERNS SURFACE FEATURES BUILDING / PAD CONCRETE SIDEWALK / FLATWORK POOL DECK XERISCAPE HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION RIPRAP CALLOUTS CONSTRUCTION KEYNOTE TAGS DETAIL REFERENCE 1-1/2'' W 1-1/2'' W SCALE: X - DETAIL NAME NTS ADA ACCESS RAMP TRUNCATED DOMES GRAVEL LANDSCAPE AREAS / GRASS 35 D00 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 66 36 81 51 91 94 97 A 01 G1 G9 D99 50 65 80 90 93 96 99 Z 00 00OR POWER FO TV TB E JB IR PP S SD W E T FO IR W G G TV T CO SD TP BH fo tv t jb ir pp s w e t fo ir w g g tv tb co e sd 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 LARGE FLARED END SMALL SIGN BOLLARD BORE HOLE TEST PIT SD TP BH DECORATIVE BRICK / SIDEWALK / FLATWORK / LANDSCAPE AREAS 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 SERVICE LATERAL SERVICE 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 LD LDLAND 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 10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.) 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 PWR PWR SIG SIG TRAFFIC SIGNAL - FUTURE CONDUIT TRAFFIC SIGNAL - LIGHTING CONDUIT TRAFFIC SIGNAL - PEDESTRIAN CONDUIT TRAFFIC SIGNAL - POWER SOURCE CONDUIT TRAFFIC SIGNAL - SIGNAL CONDUIT 4000 4002 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 ID - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 LE G E N D BV I R O N H O R S E I RE X B U R G , I D A H O 3 C.1.2 NOTE: NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 02-05-21 1 56184 SQ FT 1.29 ACRES 2 54618 SQ FT 1.25 ACRES 3 61960 SQ FT 1.42 ACRES 4 81012 SQ FT 1.86 ACRES 5 376775 SQ FT 8.65 ACRES 6 179233 SQ FT 4.11 ACRES 7 65414 SQ FT 1.50 ACRES 8 9652 SQ FT 0.22 ACRES S0°23'20"E 273.14' S0°23'20"E 290.18' S0°23'08"E 390.00' S8 9 ° 5 5 ' 3 1 " W 20 7 . 6 6 ' N8 9 ° 3 5 ' 3 9 " E 62 6 . 3 8 ' N8 9 ° 5 5 ' 1 0 " E 6 7 6 . 3 9 ' S0°24'21"E 1308.29' N8 9 ° 5 6 ' 0 4 " E 6 7 6 . 3 9 ' S0°24'21"E 1308.19' 245.79'390.00' 20 7 . 8 0 ' 24 0 . 3 8 ' 19 3 . 0 0 ' 19 3 . 0 0 ' 284.28'342.66' 288.00'729.04'291.24' 16 7 . 0 0 ' N8 9 ° 5 5 ' 3 1 " E 2633.86' 1308.26' 36 ' C R O S S AC C E S S E A S E M E N T 40' CROSS ACCESS & P.U.E 20'20' 15' P.U.E. 15 ' P . U . E . C 1 C 2 C 3 C4 45.39' 45 9 . 3 8 ' 50 . 0 0 ' 50 . 0 0 ' Curve Table Curve # C1 C2 C3 C4 Length 193.80' 48.13' 193.72' 25.93' Radius 2246.00' 2346.00' 2346.00' 2346.00' Delta 4°56'38" 1°10'32" 4°43'52" 0°38'00" Chord Direction S83°48'30"W S81°55'27"W S84°52'39"W S87°33'34"W Chord Length 193.74' 48.13' 193.66' 25.93' 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 FI N A L P L A T BV I R O N H O R S E I RE X B U R G , I D A H O 4 C.1.3 IRON HORSE DIVISION No.1 AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO PART OF THE SE 1/4 OF SECTION 35, T. 6 N., R. 39 E., B.M. -2021- H O R R O C K S E N G I N E E R S N 0 100'200' SCALE: 1" = 100' SUBDIVISION BOUNDARY LINE LOT LINE PUBLIC UTILITIES EASEMENT LINE (P.U.E.) (OR AS NOTED OTHERWISE) STREET CENTERLINE SET P.L.S.S. CORNER AS NOTED SECTION LINE CALCULATED POINT POINT OF BEGINNINGP.O.B. SET 1/2" REBAR W/ PLASTIC CAP - P. L.S. 12457 PUBLIC UTILITIES EASEMENTP.U.E. CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE SYSTEM FOUND 5/8" REBAR WITH PLASTIC CAP - P.L.S. 12457 1.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 1.72 ACRES INTERIOR 1/2" REBAR W/ PLASTIC CAP P. L.S. 12457 SET AT A FUTURE DATE AS SHOWN ON INTERIOR MONUMENT COMPLETION CERTIFICATE 2194 Snake River Parkway Suite 205 Idaho Falls, Idaho Main: 208-522-1223 SHEET 1 of 2 S T ATE OF I D A H O R E G I S T ERE D C H RISTOPHE R A D A M S P R O F E S S I O N A L L AND SU R V E Y O R12457 PLAT SHOWN HEREON FOR HORIZONTAL CONTROL REFERENCE PURPOSES S. 12TH W. E COR SEC. 5 FOUND BRASS CAP IN SURVEY VAULT CP&F INST# 392495 (MONUMENTED BASIS OF BEARINGS) UNPLATTED S0°24'21"E 5250.42' UN I V E R S I T Y B L V D . SE COR SEC. 35 FOUND BRASS CAP IN SURVEY VAULT CP&F INST# 392506 UN P L A T T E D N8 9 ° 5 5 ' 1 0 " E 26 2 8 . 9 1 ' C 1/4 COR FOUND 5/8 REBAR WCAP STAMPED BARNES LS 826 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE 20.314 ACRES INTO LOTS AND STREETS AS SHOWN HEREON. THE NORTH LINE OF THE SUBDIVISION BOUNDARY WAS DETERMINED BY THE RIGHT-OF-WAY LINE OF UNIVERSITY BOULEVARD AS SHOWN HEREON. THE EAST LINE OF THE SUBDIVISION BOUNDARY WAS DETERMINED BY THE EAST LINE OF SECTION 35 AS SHOWN HEREON. THE SOUTH LINE OF THE SUBDIVISION BOUNDARY WAS DETERMINED BY THE SOUTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER AS SHOWN HEREON. THE WEST LINE OF THE PROPERTY WAS DETERMINED BY THE DEVELOPMENT. PREL I M I N A R Y 02-05-21 t o b t o b t o b t o b t o b t o b t o b to b to b to b to b to b to b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b tob tob tob tob tob tob tob tob tob tob tob tob tob tob t o b t o b t o b tob tob tob t o b t o b t o b t o b t o b t o b t o b t o b to b to b to b to b to b to b to b to b to b f l f l f l f l f l f l f l f l f l f l f l f l fl f l fl fl fl fl fl fl fl fl fl fl f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl flfl f l f l f l f l f l f l fl fl fl fl fl f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l fl fl fl fl fl fl fl fl fl fl fl fl fl pp pp pp pp pp pp ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss s s t t w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w pp pp b e l b e l b e l b e l b e l b e l b e l b e l b e l t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e s s s s s s s s s s s s ss s s s s s s s s s s s s s s s s s s s s 1 56184 SQ FT 1.29 ACRES 2 54618 SQ FT 1.25 ACRES 3 61960 SQ FT 1.42 ACRES 4 81012 SQ FT 1.86 ACRES 5 376775 SQ FT 8.65 ACRES 6 179233 SQ FT 4.11 ACRES 65414 SQ FT 1.50 ACRES 8 9652 SQ FT 0.22 ACRES N8 9 ° 5 5 ' 1 0 " E 67 6 . 3 9 ' S0°24'21"E 1308.19' S8 9 ° 5 6 ' 0 2 " W 61 4 . 3 8 ' S0°24'21"E 1308.29' S8 9 ° 3 5 ' 3 9 " W 61 4 . 3 7 ' S0°23'20"E 273.14' S0°23'20"E 290.18' N0°23'08"W 390.00' 40' PUE/CAE 36 ' CA E 15 ' PU E 15' PUE 4 8 4 8 48 4 8 48 4 8 4 8 4 9 4 8 4 9 4849 4 8 4 8 484 9 48 4 8 48 4 7 484 9 48 4 7 484 8 4 8 4 9 4848 4 8 4 9 4 8 4 9 S8 9 ° 5 5 ' 3 1 " W 20 7 . 6 6 ' S0°24'21"E 390.00' S8 9 ° 5 5 ' 3 1 " W 20 7 . 8 0 ' N0°24'21"W 246.59' S8 9 ° 5 5 ' 3 1 " W 41 8 . 5 9 ' S8 9 ° 5 5 ' 3 1 " W 41 8 . 5 9 ' N0°24'21"W 291.24' S8 9 ° 5 5 ' 3 8 " W 16 7 . 0 0 ' N0°24'21"W 342.59' N0°24'21"W 284.36' N0°24'21"W 729.04' N0°24'21"W 288.00' N8 9 ° 5 5 ' 1 0 " E 67 6 . 3 9 ' N8 9 ° 5 5 ' 1 0 " E 67 6 . 3 9 ' S8 9 ° 5 5 ' 3 8 " W 16 7 . 0 0 ' S8 9 ° 5 5 ' 3 8 " W 16 7 . 0 0 ' S 8 3 ° 4 8 ' 3 0 " W 1 9 3 . 7 4 S 8 4 ° 5 2 ' 3 9 " W 1 9 3 . 6 6 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 EX I S T I N G & D E M O L I T I O N P L A N BV I R O N H O R S E I RE X B U R G , I D A H O 5 C.2.0 0 50'100' SCALE: 1" = 50' 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018. 3.CONTOURS ARE SHOWN AT 0.5' and 1' INTERVALS. SHEET NOTES:SURVEY NOTE: 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. H O R R O C K S E N G I N E E R S N PROTECT IN PLACE NOTES: EXISTING WATER LINES EXISTING APPROACH EXISTING DITCH EXISTING SANITARY SEWER LINES EXISTING SANITARY SEWER MANHOLES EXISTING HEAD GATES EXISTING FIRE HYDRANT EXISTING TELEPHONE LINE. EXISTING WATER GATE VALVE EXISTING ASPHALT P01 P02 P03 P04 P05 P06 P07 P08 P09 DEMOLITION/EXISTING KEY NOTES: EXISTING ASPHALT EXISTING POWER POLES TO BE RELOCATED BY ROCKY MOUNTAIN POWER EXISTING DITCH EXISTING WELL TO BE DECOMMISSIONED PER DEQ REQUIREMENTS EXISTING OVERHEAD POWER LINE (PER IDAHO POWER DIRECTION & COORDINATION) (REMOVE AS NEEDED) EXISTING UNDERGROUND POWER LINES (REMOVE AS NEEDED) EXISTING CANAL TO BE BURIED BY OTHERS EXISTING TELEPHONE BOXES TO RELOCATED BY OTHERS EXISTING GRAVEL TO BE REMOVED D01 D02 D03 D04 D05 D06 PROPOSED PARCEL A 18.590 ACRES (NET) 20.314 ACRES (GROSS) P01 P01 P01 P01 P02 D07 D07 P04 P04 P04 P05 P05 P05 P05 P06 P07 P07 D08 D08 P09 P09 P09 P01 D02 D02 D02 D02 D02 D02D02 D03 D03D03 D03 D04 D05 D04D05 D04 D06 2,070 LF 4,142.10 SF D01 D01 P10 P10 P10 P03 D07 D08 D09 D09 P03 P03 P03 BASIS OF BEARING: CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE SYSTEM CP#BENCHMARK: CP#1 ELEV:4850.73 N:779480.3333 E:748423.1904 FOUND: BC CP#4 ELEV:4849.60 N:776863.8415 E:748441.7228 FOUND: BC CP#11 ELEV:4851.08 N:778147.1417 E:748475.8091 FOUND: IR-5 CP#12 ELEV:4846.35 N:779476.6393 E:745794.2787 FOUND: IR-5 - VERTICAL CONTROL DATUM BASED ON NAVD88 02-05-21 pp pp pp pp ss s s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e 15 ' PU E 15' PUE 15 ' PU E 15 ' PU E 36 ' CA E 40' PUE/CAE 36 ' CA E 36 ' CA E 40' PUE/CAE 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 OV E R A L L S I T E P L A N & K E Y M A P BV I R O N H O R S E I RE X B U R G , I D A H O 6 C.3.0 H O R R O C K S E N G I N E E R S N 0 50'100' SCALE: 1" = 50' SITE PLAN- NORTH SEE SHEET C.3.1 SITE PLAN DETAILS SHEET C.3.4 PROPOSED BUILDING ±5,000 SF 12TH STREET UN I V E R S I T Y B L V D 12TH STREET 12TH STREET SITE PLAN- CENTRAL SEE SHEET C.3.2 SITE PLAN DETAILS SHEET C.3.4 SITE PLAN- SOUTH SEE SHEET C.3.3 SITE PLAN DETAILS SHEET C.3.4 PROPOSED BUILDING ±10,000 SF 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR SHEET NOTES: PROPOSED BUILDING ±5,000 SF PROPOSED BUILDING ± 3,000 SF 11 3 25 6 RV SALES LOT RMS LOT MATERIAL SPECIFICATIONS: ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION 59 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE GEOTECHINCAL REPORT (PREPARED BY MTI DATED 10-11-2018) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 501, TABLE 1. - IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION RIGID PAVEMENT SECTION: THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE PAVEMENT SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENT AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND THEREFORE, REQUIRE JOINTS SEALERS OR UNDER-DRAINS. MATERIAL SPECIFICATIONS: PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI GENERALLY COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE. CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SECTION 303 AND 703 FOR AGGREGATES. STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE ORIGINAL GEOTECHINCAL REPORT (PREPARED BY MTI DATED 10-11-2018) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1, ISPWC. - IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION PCCP PAVEMENT SECTION SUMMARY PORTLAND CEMENT CONCRETE PAVEMENT 6.0 INCHES CRUSHED AGGREGATE BASE 6.0 INCHES STRUCTURAL SUBBASE NOT REQUIRED COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018 PCFLEXIBLE PAVEMENT SECTION SUMMARY CLASSIFICATION MODERATE DUTY ASPHALTIC CONCRETE 3.0" CRUSHED AGGREGATE BASE 4.0" STRUCTURAL SUBBASE 12.0" SUBGRADE PREPARATION (MAX LIFT PER GEOTECHNICAL REPORT) SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018 MD RV SALES PARKING COUNT LOCATION MINIMUM REQUIRED PROVIDED CITY REQUIRED ONSITE PARKING 39 39 TOTAL 39 STALLS 39 STALLS *MINIMUM REQUIRED PARKING PER AUTOMOTIVE, MARINE CRAFT, AIRCRAFT AND ACCESSORIES (SALES AND SERVICE) = (3 STALLS PER 1,000 GROSS SQ FT) = (13,000 SQ FT / 1000) * 3 = 39 STALLS # RMS PARKING COUNT LOCATION MINIMUM REQUIRED PROVIDED CITY REQUIRED ONSITE PARKING 6 6 TOTAL 6 STALLS 6 STALLS *MINIMUM REQUIRED PARKING PER AUTOMOTIVE, MARINE CRAFT, AIRCRAFT AND ACCESSORIES (DOES NOT INCLUDE REPAIR GARAGES) BUILDING MATERIALS, HARDWARE AND FARM EQUIPMENT FURNITURE, HOME FURNISHINGS, AND EQUIPMENT MANUFACTURING (PLUS 3 SPACES PER 1,000 SQUARE FEET OF OFFICE, RETAIL, OR OTHER PUBLIC AREA) = (1 STALLS PER 1,000 GROSS SQ FT) = (5,000 SQ FT / 1000) * 1 = 5 STALLS ALL WAREHOUSING (PLUS 3 SPACES PER 1,000 SQUARE FEET OF OFFICE, RETAIL, OR OTHER PUBLIC AREA) = (0.2 STALLS PER 1,000 GROSS SQ FT) = (5,000 SQ FT / 1000) * 0.2 = 1 STALLS # RV SALES LANDSCAPING TABLE *OVERALL SITE LANDSCAPING SITE AREA = 376,775 SF TOTAL LANDSCAPING = 30,510.08 SF (8% OF SITE) TOTAL HARDSCAPE = 346,246.92 SF (92% OF SITE) TOTAL SNOW REMOVAL AREA = 16,000 SF (4% OF SITE) TOTAL SNOW STORAGE = 1,600 SF (10% OF PLOW-ABLE HARDSCAPE ) SNOW STORAGE AREA RMS LANDSCAPING TABLE *OVERALL SITE LANDSCAPING SITE AREA = 81,012 SF TOTAL LANDSCAPING = 9,047.41 SF (11.1% OF SITE) TOTAL HARDSCAPE = 71,964.59 SF (88.9% OF SITE) TOTAL SNOW REMOVAL AREA = 20,394 SF (25.1% OF SITE) TOTAL SNOW STORAGE = 2,039.4 SF (10% OF PLOW-ABLE HARDSCAPE ) SNOW STORAGE AREA 02-05-21 pp s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t o e to e to e to e to e t o e t o e t o e t o e t o e t o e 15' 23 8 . 4 ' 9.5' R 3 . 5 ' R5 . 5 ' R 5 . 5 ' R 9 . 5 ' R2 . 5 ' R 2 . 5 ' R2.5' R 4 . 5 ' R19 . 3 ' R 3 0 ' R29 . 3 ' R 1 9 . 3 ' R 2 0 ' R20 ' R20 ' R30' R 1 9 . 3 ' R1 9 . 3 ' R 2 3 6 3 . 5 ' R 2 3 6 3 . 5 ' 565' 242.6' 30.8' 40'40' 7 ' 4 ' 96' 198.7' 34' 9 5 . 4 ' 99 ' 44.8' 116.7' 65.9' 32.9' 9 . 5 ' 20.5' 242.6' 5 ' 5' 4' 4 ' 2 5 . 8 ' 19' 19' 590.9' 40.1' 4 ' 36.5' 1 8 . 7 ' 22.2' 1 8 . 7 ' 24' 1 2 ' 22' 24' 1 2 ' 5 ' 1 5 ' P U E 15' PUE 36' CAE 4 0 ' P U E / C A E 4 0 ' P U E / C A E 3' 7. 5 ' 6' 7' 6' 5' 7 ' 5' 7 ' 5 ' 7' 6 ' 6' 5 ' 7' 6' 6 ' 5 ' 7' 5 ' 7' 6' 0 . 5 ' 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 SI T E P L A N - N O R T H BV I R O N H O R S E I RE X B U R G , I D A H O 7 C.3.1 H O R R O C K S E N G I N E E R SN 0 40'80' SCALE: 1" = 40' CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED ADA HANDICAP SIGN SEE DETAIL 3 SHEET C.3.4. INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.4 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B MODERATE DUTY ASPHALT, SEE SHEET C.3.0 ALL STRIPING PER MUTCD STANDARDS SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA) SEE DETAIL 4 SHEET C.3.4 INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY SHEET C.3.0 INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS) INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7 INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C) ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT) INSTALL PAVERS PER LANDSCAPE PLANS INSTALL 3' CURB TERMINUS PER ISPWC SD-707 INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 LANDSCAPED AREA, SEE LANDSCAPE PLAN CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB SITE PLAN KEY NOTES: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 UNIVERSITY BLVD 12 T H S T 01 01 01 01 01 01 13 13 13 11 22 12 12 12 19 21 21 21 04 06 06 06 20 07 20 11 02-05-21 pp s s w w w w w w w w w w w w w w w w w w t o e t o e t o e t o e t o e to e t o e t o e t o e t o e t o e t o e to e to e to e t o e t o e to e to e 15' 26 5 ' 6' 13 . 4 ' 10' 7' 20 0 ' R 5 . 5 ' R 4 . 5 ' R 5 ' R 2 . 5 ' R 3 . 5 ' R5. 5 ' R4 . 5 ' R5 . 5 ' R 5 . 5 ' R 9 . 5 ' R2 . 5 ' R 2 . 5 ' R2.5' R 4 . 5 ' R19 . 3 ' R4. 5 ' R 2 . 5 ' R2 . 5 ' R 1 4 . 5 ' R2.5' R2.5' R4.5 ' 2' R5' R 8 'R3' R 2 0 ' R 3 ' R8' R8' R3' R5' 2 6 9 . 5 ' 30' 1 0 7 ' 27' 1 7 ' 3' 17' 1 7 ' 4' 2 5 ' 40' 50' 4 ' 17' 30' 1 0 0 ' 100' 1 0 0 ' 130' 242.6' 30.8' 5 3 . 6 ' 40'40' 7 ' 31.9' 3 4 2 . 9 ' 144.6' 140.7' 3 3 6 . 9 ' 36.9' 4 ' 96' 4 0 ' 7' 2 2 7 ' 7' 4 0 ' 1 0 . 6 ' 1 8 . 7 ' 2 3 7 ' 1 8 . 3 ' 50' 50' 10 0 ' 1 0 0 ' 198.7' 1 2 2 7 ' 9.5' 20.5' 34' 5' 30' 9 ' T Y P 20' TYP100.7' 185.6' 6 5 . 3 ' 375.7' 8 0 . 5 ' 8 0 . 5 ' 20.5'9.5' 242.6' 50'10' 11' 5' 150' 9 8 . 6 ' 54' 19' 1 0 ' 24' 1 2 ' 22' 24' 1 2 ' 99' 6 ' 7.1 ' 100' 30' 6' 1 0 0 ' 5 ' 5'18' 5 ' 15' PUE CAE 4 0 ' P U E / C A E 36' CAE 4 0 ' P U E / C A E 6' 6' 3' 3' 6 ' 6' 6 ' 6 ' 3' 3' 9 ' T Y P 20' TYP 9 ' T Y P 20' TYP 5' 7' 6' 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 SI T E P L A N - C E N T R A L BV I R O N H O R S E I RE X B U R G , I D A H O 8 C.3.2 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' 02 03 05 5 05 5 05 6 06 08 06 19 13 18 21 21 21 21 21 21 10 10 19 19 12 07 07 20 07 08 08 CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED ADA HANDICAP SIGN SEE DETAIL 3 SHEET C.3.4. INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.4 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B MODERATE DUTY ASPHALT, SEE SHEET C.3.0 ALL STRIPING PER MUTCD STANDARDS SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA) SEE DETAIL 4 SHEET C.3.4 INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY SHEET C.3.0 INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS) INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7 INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C) ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT) INSTALL PAVERS PER LANDSCAPE PLANS INSTALL 3' CURB TERMINUS PER ISPWC SD-707 INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 LANDSCAPED AREA, SEE LANDSCAPE PLAN CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB SITE PLAN KEY NOTES: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 01 05 13 05 0505 05 05 08 19 21 21 21 21 21 21 22 10 10 19 06 06 07 17 PROPOSED BUILDING ±5,000 SF PROPOSED BUILDING ±10,000 SF PROPOSED BUILDING ±5,000 SF PROPOSED BUILDING ± 3,000 SF RV SALES LOT RMS LOT 22 02-05-21 pp pp s s w w w w w w w w w w w w w w w w w w w w w w w w w w w to e to e t o e t o e t o e t o e t o e t o e t o e t o e t o e t o e t o e to e to e t o e t o e t o e t o e t o e to e to e t o e t o e t o e to e toe R 4 . 5 ' R 5 ' R 1 9 . 3 ' R 1 5 ' R2 0 ' R3' R15 ' R 1 5 ' R3' R30 ' R64 ' R20 ' 588.3' 9 1 9 ' 3 6 ' 555.1' 515.4' 1 3 2 . 6 ' 1 2 0 . 5 ' 20' 4 0 ' 2' 2' 3 7 2 . 4 ' 3 8 2 ' 20' 34' 32.1' 6 6 0 . 9 ' 4' 18.9' 15' 5'9.5' 1 1 . 5 ' 15' PUE 36' CAE 5' 6' 7 ' 3 6 ' 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 SI T E P L A N - S O U T H BV I R O N H O R S E I RE X B U R G , I D A H O 9 C.3.3 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' 1 06 06 13 13 21 2121 21 21 12 20 07 07 CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED ADA HANDICAP SIGN SEE DETAIL 3 SHEET C.3.4. INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.4 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B MODERATE DUTY ASPHALT, SEE SHEET C.3.0 ALL STRIPING PER MUTCD STANDARDS SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA) SEE DETAIL 4 SHEET C.3.4 INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY SHEET C.3.0 INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS) INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7 INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C) ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT) INSTALL PAVERS PER LANDSCAPE PLANS INSTALL 3' CURB TERMINUS PER ISPWC SD-707 INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 LANDSCAPED AREA, SEE LANDSCAPE PLAN CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB SITE PLAN KEY NOTES: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 17 02-05-21 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 -- - - SI T E P L A N D E T A I L S BV I R O N H O R S E I RE X B U R G , I D A H O 10 C.3.4 TYPICAL HANDICAP SIGN DETAIL NTSC.3.1 3 CAP TOP OF POST 3/5"X3 1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT 6' - 0 " 3" 15 " 6" 12" BLUE BACKGROUND W/ WHITE SYMBOL AND LETTERING PROVIDE SIGN THAT IDENTIFIES ALL VAN ACCESSIBLE STALLS. REFER TO PLAN FOR LOCATIONS NOTE: TOP OF POST TO BE CUT 1/2" BELOW TOP OF SIGN 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 1. 0 ' 0. 5 ' 0. 5 ' 2''± 4'' 1.5' 0.5' FLAT PAN CURB & GUTTER1 C.3.1 1' WELDED WIRE FABRIC SECTION 3,000 PSI CONCRETE WELDED WIRE FABRIC 6" 2" PLAN 6" SEE PLAN CONCRETE DUMPSTER PAD DETAIL NTS 4" TYPE I CRUSHED AGGREGATE SE E P L A N 2 C.3.1 02-05-21 pp pp pp pp ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss s s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s EOP:4849.14 EOP:4848.75 484 8 48 4 8 48 4 8 4 8 4 9 . 5 4 8 5 0 4 8 4 8 . 5 4 8 4 9 4 8 4 8 48 4 8 . 5 48 4 9 4 8 4 8 4 8 4 9 4849 4848 4848 4849 4848.5 484 8 . 5 4848 . 5 4849 . 5 4849 4848.5 4 8 5 0 4 8 4 9 . 5 4 8 4 9 48 4 8 . 5 4 8 4 9 48 4 8 . 5 48 4 9 48 4 8 . 5 48 4 8 48 4 8 48 4 9 48 4 8 . 5 48 4 9 . 5 48 5 1 48 5 0 . 5 48 5 0 . 5 4 8 5 0 4 8 5 0 4 8 4 9 . 5 4 8 4 9 4 8 4 8 . 5 4849 4849. 5 484 9 . 5 4848 . 5 4844 4 8 4 5 4845 48 4 5 4 8 4 6 48 4 6 48 4 6 48 4 7 48 4 7 4 8 4 4 . 5 4844.5 484 4 . 5 4 8 4 5 . 5 4845.5 48 4 5 . 5 48 4 6 . 5 48 4 6 . 5 48 4 7 . 5 48 4 7 . 5 48474846.5 4848 4848.5 4849 4849 4848.5 4848 4848 48 4 8 . 5 48 4 9484 9 . 5 484 9 484 8 . 5 48 4 9 4848.5 4 8 4 9 4 8 4 8 . 5 4 8 4 8 48 5 0 4 8 4 9 . 5 48 5 0 48 4 9 48 4 9 . 5 48 4 9 . 5 4848 4 8 4 7 . 5 4 8 4 9 48 4 9 . 5 4 8 4 9 4 8 4 8 . 5 48484848.5 484 9 4849. 5 485 0 48494849.5 4 8 4 9 4 8 4 9 . 5 4851 4850.5 4850 4850.54851 4850 4849.5 4850 48 4 9 . 5 4 8 5 0 4850 4849.5 4850 4850 4849 4848.5 4849.5 4848 4848.5 4849 4850 4850 4850 . 5 4848.5 4848.5 4848.5 48484848.5 484 8 4 8 4 9 . 5 484 9 . 0 4 8 4 8 . 5 4850485048504850 4848.5 4 8 5 0 4 8 4 8 . 5 48 4 8 . 5 4849 4849.5 4 8 4 8 . 5 48 4 7 . 5 48 4 7 4 8 4 9 4 8 5 0 48 4 8 48 4 8 4 8 4 8 4848 48 4 8 4 8 4 9 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 9 4 8 4 9 4 8 4 9 4 8 4 9 48 4 8 4 8 4 9 484 9 48 4 7 484 8 4 8 4 8 48 4 9 48 4 9 48 5 0 48 4 8 48 4 8 48 4 8 1. 2 % 1. 1 % 1. 2 % 0. 4 % 0.4% 0.4% 0.7% 1.0% 1.7% 0. 6 % 1. 2 % 1. 2 % 1. 2 % 6. 6 % 0.4% 0.6% 1.0% 1.6% 0.1% 0.6%0.3% 1. 2 % 1 . 9 % 1 . 3 % 1.6% 1.6% 1 . 6 % 2. 1 % 1.6% 1.5 % 33 . 3 % 1.3 % 1.4% 0 . 4 % 0 . 4 % 1.4 % 5.5% 0 . 4 % 0 . 4 % 2.0% 2.1% 2.0% 1. 6 % 1.5 % 1.2% 1.6 % 1. 7 % 1. 2 % 1. 2 % 1. 5 % 1. 5 % 1.5%1.5%1.5% 1.5% 1. 5 % 1. 5 % 1. 6 % 2.4% 0. 0 % 7. 4 % 1.1% 0.5% 0. 3 % 0. 3 % 0. 3 % 1 . 1 % 0.4% 0.9% 1.1 % 2 . 0 % 25.0% 300.0% 0. 9 % 2. 0 % 2. 0 % 2 . 0 % EOP:4848.65 EOP:4848.37 EOP:4850.10 EOP:4849.81 EOP:4849.12 EOP:4848.77 EOP:4848.54 TOS:4847.93 TOS:4848.00TOS:4848.15 TOS:4848.00TOS:4848.00 TOS:4849.00 TOS:4848.00 BOS:4846.59 BOS:4845.50 BOS:4848.24 BOS:4847.00BOS:4847.50 BOS:4848.50 BOS:4847.50 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 OV E R A L L G R A D I N G P L A N BV I R O N H O R S E I RE X B U R G , I D A H O 11 C.4.0 H O R R O C K S E N G I N E E R S N 0 50'100' SCALE: 1" = 50' SITE PLAN- NORTH SEE SHEET C.4.1 PROPOSED BUILDING FFE:4849.26 SITE PLAN- CENTRAL SEE SHEET C.4.2 SITE PLAN- SOUTH SEE SHEET C.4.3 PROPOSED BUILDING FFE:4850.50 PROPOSED BUILDING FFE:4849.26 PROPOSED BUILDING FFE:4850.50 02-05-21 pp s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t o e to e to e to e to e t o e t o e t o e t o e t o e t o e t o e ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss TBC: 4849.69 TBC: 4849.71 TBC: 4849.36 TBC: 4849.38 TBC: 4849.32 TBC: 4849.25 TBC: 4849.09 TBC: 4848.64 TBC: 4849.22 TBC: 4849.05 TBC: 4848.88 TBC: 4848.57TBC: 4848.19 TBC: 4848.11TBC: 4848.57 TBC: 4849.23 TBC: 4849.42 TBC: 4850.45 TBC: 4850.20 TBC: 4849.96 TBC: 4850.41 TBC: 4850.50 TBC: 4850.57 TBC: 4849.92 TBC: 4849.21 TBC: 4850.28 TBC: 4849.92 TBC: 4849.60 TBC: 4848.75 TBC: 4848.77 TBC: 4850.45 DEPTBC:4849.05 DEPTBC:4848.92 DEPTBC:4848.96 DEPTBC:4849.01 DEPTBC:4850.03 DEPTBC:4850.05 DEPTBC:4850.10 DEPTBC:4850.20 DEPTBC:4850.06 DEPTBC:4849.91 DEPTBC:4849.87 DEPTBC:4849.75 DEPTBC:4851.00 DEPTBC:4850.88 DEPTBC:4850.78 DEPTBC:4850.67 DEPTBC:4850.49 DEPTBC:4850.38 DEPTBC:4850.28 DEPTBC:4850.17 DEPTBC:4850.14 DEPTBC:4850.16 DEPTBC:4850.09 DEPTBC:4850.00 DEPTBC:4850.08 DEPTBC:4850.11 DEPTBC:4850.19 DEPTBC:4850.31 TOA:4849.46 TOA:4849.62 TOA:4849.69 TOA:4849.75 TOA:4849.81 TOA:4849.91 TOA:4849.95 TOA:4850.00 TOA:4850.07 TOA:4849.82 TOG:4849.12 TOA:4849.78 TOA:4849.71 TOA:4849.68 TOA:4849.65 TOA:4850.08 TOA:4850.64 TOA:4850.54 TOA:4850.45 TOA:4850.32 TOA:4850.14 TOA:4850.01 TOA:4849.92 TOA:4849.81 TOA:4849.57 TOA:4849.58 TOA:4849.62 TOA:4849.66 TOA:4849.70 TOA:4849.52 TOA:4849.52 TOA:4849.56 TOA:4849.48 TOA:4849.41 TOA:4849.33 TOA:4849.37 TOA:4849.37 TOA:4849.25 TOA:4848.35 TOA:4848.42 TOA:4848.47 TOA:4848.51 TOA:4848.55 TOA:4848.75 TOA:4848.51 TOA:4848.56 TOA:4848.40 TOA:4848.37 TOA:4847.61 TOA:4847.69 TOA:4848.38 TOA:4848.55 TOA:4848.72 TOA:4848.07 TOA:4848.07 TOA:4848.14 TOA:4848.59 TOA:4848.75 TOA:4848.82 TOA:4849.21 TOA:4849.19 TOA:4848.86 TOA:4848.88 TOA:4848.48TOA:4848.38 TOA:4848.67 TOA:4848.57 TOA:4848.96 TOA:4848.91 TOA:4848.85 TOA:4848.92 TOC: 4850.18 TOC: 4850.18 TOC: 4850.25 TOC: 4850.24 TOC: 4850.22 TOC: 4850.03 TOC: 4850.32 TOC: 4849.88 TOC: 4850.94 TOC: 4850.81 TOC: 4850.87 TOC: 4851.03 TOC: 4851.01 TOC: 4850.46 TOC: 4850.47 TOC: 4850.48 TOC: 4850.64 TOC: 4850.49 TOC: 4849.86 TOC: 4849.90 TOC: 4849.87 TOC: 4849.70 TOC: 4849.95 TOC: 4850.13 TOC: 4850.12 TOC: 4850.07 TOC: 4848.83 TOC: 4848.83 TOC: 4848.94 TOC: 4848.92 TOC: 4848.67 TOC: 4848.78TOC: 4848.56 TOC: 4849.07TOC: 4848.98 TOC: 4848.77 TOC: 4848.97 TOC: 4848.88 TOA:4849.84 TOA:4849.84 TOA:4849.69 TOA:4849.69 TOA:4849.70 TOA:4849.95TOA:4848.92 TOA:4848.73 48 4 9 . 5 4 8 4 9 48 4 9 484 9 484 8 . 5 484 8 4849.5 4 8 4 8 4847. 5 4849 4849.5 4849 4848.5 48 4 8 48 4 8 . 5 4 8 4 9 4 8 4 9 . 5 4 8 5 0 48 4 9 48 4 9 . 5 4849 4849.5 48 5 1 48 5 0 . 5 4 8 5 0 4 8 5 0 . 5 4 8 5 1 4 8 4 8 . 5 4 8 4 9 4 8 4 9 . 5 4848.5 4847.5 4847 4849 4850 4848 4849 484 9 48494849 48 4 8 4849 48 4 9 4849 4849 4850 484848484848 GRADE BREAK GRADE BREAK GR A D E BR E A K GR A D E BR E A K FL:4849.66 FL:4849.34 FL:4848.50 METOA:4848.81 FG:4847.84 FG:4847.91 FG:4848.01 FG:4848.20 FG:4848.85 FG:4848.75 FG:4848.59 FG:4848.49 1 . 1 % 0. 5 % 0.3 % 0.3 % 0.3 % 1.1% 0. 4 % 0 . 9 % 1. 1 % 2.0% 25 . 0 % 3 0 0 . 0 % 0.9 % 2.0% EOP:4848.65 EOP:4848.37 EOP:4850.10 EOP:4849.81 METOA:4850.39 METOA:4850.57 METOA:4851.14 METOA:4850.56METOA:4850.32 METOA:4849.91 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 GR A D I N G P L A N - N O R T H BV I R O N H O R S E I RE X B U R G , I D A H O 12 C.4.1 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' SHEET NOTE: 1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS 2. SEE SHEET __C.5.__ FOR DRAINAGE DETAILS LEGEND TOA: TOP OF ASPHALT METOA: MATCH EXISTING TOP OF ASPHALT TBC: THE BACK OF CURB TOC: TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINAL GRADE TOG: TOP OF GRATE DEPTBC: DEPRESSION THE BACK OF CURB FL: FLOW LINE TOS: TOP OF SWALE BOS: BOTTOM OF SWALE EOP: EDGE OF PAVEMENT 02-05-21 pp s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w w w w w w w w w w w w w w w w w w w t o e t o e t o e t o e t o e to e t o e t o e t o e t o e t o e t o e to e to e to e t o e t o e to e to e TBC: 4849.69 TBC: 4849.71 TBC: 4849.36 TBC: 4849.38 TBC: 4849.32 TBC: 4849.25 TBC: 4849.09 TBC: 4848.64 TBC: 4849.22 TBC: 4849.05 TBC: 4848.88 TBC: 4848.57TBC: 4848.19 TBC: 4848.11TBC: 4848.57 TBC: 4848.78 TBC: 4848.78 TBC: 4848.39 TBC: 4849.32 TBC: 4848.93 TBC: 4848.65 TBC: 4848.72 TBC: 4849.85 TBC: 4848.60 TBC: 4848.57 TBC: 4849.05 TBC: 4848.99 TBC: 4849.23 TBC: 4849.42 TBC: 4850.45 TBC: 4850.20 TBC: 4850.05 TBC: 4850.05 TBC: 4850.12 TBC: 4850.09 TBC: 4850.26 TBC: 4850.35 TBC: 4850.34 TBC: 4850.03 TBC: 4850.05 TBC: 4850.09 TBC: 4850.25 TBC: 4850.35 TBC: 4849.94 TBC: 4849.95 TBC: 4850.07 TBC: 4850.25 TBC: 4850.35 TBC: 4850.35 TBC: 4850.26 TBC: 4850.09 TBC: 4850.05TBC: 4850.05 TBC: 4850.12 TBC: 4850.26 TBC: 4850.35 TBC: 4849.96 TBC: 4850.41 TBC: 4850.50 TBC: 4850.57 TBC: 4849.92 TBC: 4849.08 TBC: 4849.06 TBC: 4849.21 TBC: 4849.42 TBC: 4849.71 TBC: 4849.42 TBC: 4849.21 TBC: 4848.47 TBC: 4848.27 TBC: 4848.26 TBC: 4848.46 TBC: 4850.45 TBC: 4848.39 TBC: 4848.99 TBC: 4848.99 DEPTBC:4850.09 DEPTBC:4850.08 DEPTBC:4850.11 DEPTBC:4850.19 DEPTBC:4850.31 TOA:4849.46 TOA:4849.62 TOA:4849.69 TOA:4849.75 TOA:4849.81 TOA:4849.91 TOA:4849.95 TOA:4850.00 TOA:4850.07 TOA:4849.82 TOG:4849.12 TOA:4849.33 TOA:4849.63 TOA:4849.33 TOA:4849.12 TOG:4848.89 TOG:4848.89 TOA:4848.96 TOA:4848.98 TOA:4850.04 TOA:4850.04 TOA:4850.09 TOA:4850.26 TOA:4850.35 TOA:4850.11 TOA:4850.34 TOA:4850.02 TOA:4850.02 TOA:4850.09TOA:4850.26 TOA:4850.35 TOA:4849.89 TOA:4849.89 TOA:4850.09 TOA:4850.25 TOA:4850.35 TOA:4850.35 TOA:4850.26 TOA:4850.09 TOA:4850.02TOA:4850.02 TOA:4850.12 TOA:4850.26 TOA:4850.35 TOA:4848.15 TOA:4848.22 TOA:4849.37 TOA:4848.49 TOG:4847.89 TOG:4847.89 TOA:4847.76 TOA:4847.96 TOA:4848.28 TOA:4847.76 TOA:4848.28 TOA:4847.97 TOA:4847.61 TOA:4847.69 TOA:4848.38 TOA:4848.55 TOA:4848.72 TOA:4848.07 TOA:4848.07 TOA:4848.14 TOA:4848.59 TOA:4848.75 TOA:4848.82 TOA:4849.21 TOA:4849.19 TOA:4848.86 TOA:4848.88 TOA:4848.48TOA:4848.38 TOA:4848.67 TOA:4848.57 TOA:4848.96 TOA:4848.91 TOA:4848.85 TOA:4848.92 TOA:4848.30 TOA:4848.23TOA:4848.33 TOA:4848.46 TOA:4847.72 TOA:4847.55 TOA:4847.75 TOA:4848.00 TOA:4848.12 TOA:4848.06 TOA:4848.07 TOA:4848.22 TOA:4849.05 TOC: 4850.50 TOC: 4850.50 TOC: 4850.41 TOC: 4850.50 TOC: 4850.41 TOC: 4850.50 TOC: 4850.41 TOC: 4850.50 TOC: 4850.50 TOC: 4850.41 TOC: 4849.26 TOC: 4849.17TOC: 4849.25 TOC: 4849.26 TOC: 4849.17 TOC: 4849.26TOC: 4848.35 TOC: 4850.18 TOC: 4850.18 TOC: 4850.25 TOC: 4850.24 TOC: 4848.67 TOC: 4848.78TOC: 4848.56 TOC: 4849.07TOC: 4848.98 TOC: 4848.77 TOC: 4848.97 TOC: 4848.88 TOA:4848.34 TOA:4848.55 TOA:4849.69 TOA:4849.69 TOA:4849.70 TOA:4849.95TOA:4848.92 TOA:4848.73 48 4 8 48 4 8 4851 4850.5 4850.5 4850 4850 4849.5 48494848. 5 4 8 4 9 4 8 4 9 . 5 48 4 9 . 5 4 8 4 8 . 5 48 4 6 48 4 5 . 5 48 4 7 48 4 6 . 5 4 8 4 8 4 8 4 8 . 5 4 8 4 9 4 8 4 9 4 8 4 8 . 5 48 4 8 4 8 4 8 48 4 8 . 5 48 4 9 48 4 9 . 5 4 8 4 9 4 8 4 8 . 5 48 4 9 48 4 8 . 5 484 9 484 8 . 5 484 8 4850 4849.5 4850 484 9 484 9 . 5 4849.5 4 8 5 0 48 4 9 . 5 48 5 0 48 4 9 . 5 4850 4 8 5 0 48 4 9 . 5 48 5 0 48 5 0 48 4 9 48 4 8 . 5 48 4 9 . 5 48 4 8 48 4 8 . 5 48 4 9 4 8 4 9 . 0 4848 . 5 4 8 5 0 4 8 5 0 4 8 5 0 4 8 5 0 4 8 4 8 . 5 4850 4849 4850 4 8 4 8 48 4 8 4849 48494849 4847 4 8 4 8 GRADE BREAK GRADE BREAK GR A D E BR E A K GR A D E BR E A K GRADE BREAK FL:4849.66 FL:4848.69 TOG:4848.86 TOG:4848.86 FG:4848.82 FG:4848.93 FG:4848.48 FG:4848.45 FG:4847.40 FG:4849.35 FG:4850.60 FG:4850.64 FG:4850.45 FG:4849.47 1.2% 1.1 % 1.2% 0.4% 0. 4 % 0. 6 % 0. 3 % GR A D E BR E A K 1.2% 1.9% 1.3% 1 . 6 % 1. 6 % 1.5 % 1 . 2 % 1.7 % 1.2% 1.2% 1.5% 1.5% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1.5% 1.5% 1.6% 2 . 4 % 0.0% 7.4% TOG:4847.26 TOG:4848.03 TBC: 4848.53 TBC: 4847.76 EOP:4849.81 EOP:4849.12 EOP:4848.77 METOA:4850.39 TOS:4848.15 TOS:4848.00 TOS:4848.00 BOS:4848.24 BOS:4847.00 BOS:4847.50 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 GR A D I N G P L A N - C E N T R A L BV I R O N H O R S E I RE X B U R G , I D A H O 13 C.4.2 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' SHEET NOTE: 1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS 2. SEE SHEET _______ FOR DRAINAGE DETAILS LEGEND TOA: TOP OF ASPHALT METOA: MATCH EXISTING TOP OF ASPHALT TBC: THE BACK OF CURB TOC: TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINAL GRADE TOG: TOP OF GRATE DEPTBC: DEPRESSION THE BACK OF CURB FL: FLOW LINE TOS: TOP OF SWALE BOS: BOTTOM OF SWALE EOP: EDGE OF PAVEMENT 02-05-21 pp pp s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w w w w w w w w w w w w w w w w w w w w w w w w w to e to e t o e t o e t o e t o e t o e t o e t o e t o e t o e t o e t o e to e to e t o e t o e t o e t o e t o e to e to e t o e t o e t o e to e toe TBC: 4848.93 TBC: 4850.37 DEPTBC:4850.24 DEPTBC:4850.30 DEPTBC:4850.23 DEPTBC:4849.72 TOA:4849.77 TOA:4849.79 TOA:4849.83 TOA:4849.87 TOA:4848.06 TOA:4848.42 TOA:4850.60TOA:4850.60 EOP:4849.14 EOP:4848.75 TOC: 4850.24 TOC: 4850.07 TOC: 4850.40 TOC: 4850.10 TOA:4849.81 TOA:4850.10 TOA:4850.10 4 8 4 8 4849.5 4850 4848.5 4849 4848 4848 . 5 4849 4848 484 9 4 8 4 9 4 8 4 8 4 8 4 8 48 4 9 4 8 4 8 . 5 48 4 8 . 5 4 8 4 8 . 5 4 8 4 9 . 5 4 8 4 9 4 8 4 8 . 5 4850 4849.548494848.5 4849 484 8 . 5 48494848.5 4848 4848 48494848.5 4849.5 4850.5 4850 4 8 4 9 4 8 4 9 . 5 48 4 9 . 5 4 8 4 8 . 5 48 4 4 4845 48 4 5 484 5 4846 48 4 6 484 6 4847 484 7 484 4 . 5 48 4 4 . 5 4 8 4 4 . 5 4845. 5 48 4 5 . 5 484 5 . 5 4846.5 48 4 6 . 5 4847.5 4847.5 48 5 0 4 8 5 0 48 5 0 . 5 48 4 8 . 5 48 4 8 . 5 48 4 8 . 5 48 4 8 48 4 8 . 5 4 8 4 8 4849. 5 4 8 5 0 4 8 5 0 4 8 5 0 4 8 5 0 4848 . 5 48 4 8 4848 4848 4848484848484848 484 8 GR A D E BR E A K GRADE BREAK GR A D E BR E A K GR A D E BR E A K GR A D E BR E A K GRADE BREAK GRADE BREAK GR A D E BR E A K GR A D E BR E A K FL:4850.09 METOA:4850.80 FG:4848.48 FG:4847.40 FG:4843.69 FG:4843.84 FG:4844.60 FG:4844.03 FG:4844.04 FG:4846.26 FG:4849.23 FG:4849.56 FG:4849.95 FG:4849.93 FG:4848.91 FG:4850.24FG:4850.41FG:4848.62FG:4848.84 FG:4848.93 FG:4849.67FG:4848.17 FG:4849.11 TOG:4847.65FG:4848.79TOG:4847.65FG:4848.56 FG:4848.90 FG:4848.13 FG:4849.60 FG:4848.94 0. 4 % 0. 7 % 1. 0 % 1. 7 % 0.6%1.2%1.2%1.2%6.6% 0. 4 % 0. 6 % 1. 0 % 1. 6 % 0. 1 % 1. 6 % 1.6% 2.1% 1 . 6 % 1.5 % 33.3% 1.3 % 1 . 4 % 0.4%0.4% 1. 4 % 5. 5 % 0.4% 0.4% 2. 0 % 2 . 1 % 2 . 0 % 1.6% 1.5 % 1 . 2 % 1. 6 % 2.0% 2.0% EOP:4848.54 METOA:4850.65 METOA:4850.39 METOA:4850.23 TOS:4847.93 TOS:4848.00 TOS:4849.00 TOS:4848.00 BOS:4846.59 BOS:4845.50 BOS:4848.50 BOS:4847.50 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 GR A D I N G P L A N - S O U T H BV I R O N H O R S E I RE X B U R G , I D A H O 14 C.4.3 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' SHEET NOTE: 1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS 2. SEE SHEET _______ FOR DRAINAGE DETAILS LEGEND TOA: TOP OF ASPHALT METOA: MATCH EXISTING TOP OF ASPHALT TBC: THE BACK OF CURB TOC: TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINAL GRADE TOG: TOP OF GRATE DEPTBC: DEPRESSION THE BACK OF CURB FL: FLOW LINE TOS: TOP OF SWALE BOS: BOTTOM OF SWALE EOP: EDGE OF PAVEMENT 02-05-21 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+37 SD SD SD S D SD S D S D S SS M H - 1 S SS M H - 2 SS SS S SS M H - 3 SS EX S S M H - 1 s EX SSMH - 2 s EX SSMH - 3 s s s s s s s s s s s s s s s s s EX SSMH - 4 s s s s s s s s s s s s s s s s s s s s s s s s s s SD SD S D s ss s s s s ss s s ss ss s s ss s s s s ss s s ss s s s s 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 7+ 6 4 s s s s s s s s s s s s s s s s SD I N L E T - N SD S D S D SD 0+00 1+00 2+00 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+00 8+00 9+009+13 BP : 0 + 0 0 . 0 0 PI : 2 + 3 6 . 5 3 PI: 6+11.21 P I : 6 + 7 7 . 9 4 PI : 7 + 4 1 . 8 7 PI: 7+85.59 EP : 9 + 1 3 . 0 9 S D ST R U C T U R E - ( 3 4 ) S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6+ 0 0 7+ 0 0 7+ 7 8 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+0 0 8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+25 pp pp pp pp ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss s s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e t o e toe toe toe toe toe toe t o e toe toe toe t o e t o e toe t o e ss ss s s s s s s s s s s s s s s ss s s s s s s s s ss s s 4 8 4 8 484 8 4 8 4 8 48 4 8 4 8 4 8 48 4 8 4 8 4 8 484 8 4 8 4 8 48 4 8 48484849 48 4 9 4849 484948494849 484 9 4 8 4 9 4849 4849 4849 4849 48 4 9 4849 484 9 48 4 9 48 4 9 4 8 4 9 48 4 9 4848 484 8 4 8 4 8 48 4 8 4 8 4 8 4848 4850 48504850 4847.0 4848.0 484 9 . 0 4850 48 5 0 4 8 5 0 48 5 0 4 8 5 0 4 8 4 7 . 0 48 4 7 . 0 48 4 8 . 0 4 8 4 8 . 0 4848.0 4848 . 0 48 4 8 . 0 48 4 8 . 0 4 8 4 9 . 0 48 4 9 . 0 4 8 4 9 . 0 48 4 9 . 0 4849.0 4849.0 484 9 . 0 484 9 . 0 4849.0 48 4 9 . 0 48 5 1 . 0 48 5 1 . 0 48454844.0 4846.04847.0 4848. 0 4848.0 4 8 5 0 4 8 4 9 . 0 48 4 9 . 0 4 8 4 9 . 0 48 5 0 4850485048504850 0 . 6 % 0 . 5 % 0 . 4 % 0 . 4 % 1. 7 % 1.4% 1.6% 1.7% 1.7% 1.6% 1.5 % 1.5% 1.5% 1 . 6 % 1 . 8 % 1.3% 1.6% 1.6 % 1. 5 % 2.0 % 2. 0 % 2 . 1 % 0.4% 1. 5 % 1 . 9 % 1. 3 % 1. 5 % 1. 8 % 2. 0 % 2. 0 % 2 . 0 % 2. 0 % 0.3 % 0. 3 % 2 . 0 % 2. 1 % 2.1% 2.0% 2.0% 1. 4 % 2. 8 % 2. 6 % 2 . 2 % 2 . 1 % 1. 5 % 1.3% 1. 2 % 2.1% 1.8% 1.6% 1 . 1 % 0. 3 % 0. 3 % 1. 5 % 1. 3 % 1.7 % 2.5% 2.3% 2.0% 2.1% 2 . 2 % 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 OV E R A L L U T I L I T Y & D R A I N A G E P L A N BV I R O N H O R S E I RE X B U R G , I D A H O 15 C.5.0 H O R R O C K S E N G I N E E R S N 0 50'100' SCALE: 1" = 50' UN I V E R S I T Y B L V D P & P PROPOSED BUILDING ±5,000 SF UN I V E R S I T Y B L V D 12TH STREET 12TH STREET12TH NORTH P&P 12TH SOUTH P&P PROPOSED BUILDING ±10,000 SF PROPOSED BUILDING ±5,000 SF PROPOSED BUILDING ± 3,000 SF RV SALES LOT RMS LOT PRIVATE DRIVE 02-05-21 f l f l f l f l f l f l fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl f l f l f l f l f l f l f l f l f l fl fl f l f l fl f l f l f l f l f l f l fl fl fl fl fl fl pp pp pp pp pp pp pp s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s t t t t w w w w w w w w w w w w w w w w w w w w w w w w w w w w pp pp b e l b e l b e l b e l to e t o e t o e t o e t o e t o e to e to e t o e t o e t o e to e t o e to e t o e ss ss ss ss ss ss ss ss ss ss S D SD W W W W SD S SSS S s s ss ss ss ss s ss ss ss ss ss ss ss S D S D S D s ss ss ss ss ss ss ss ss ss ss ss ss ss ss 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 -- - - UT I L I T Y & D R A I N A G E P L A N D E T A I L S BV I R O N H O R S E I RE X B U R G , I D A H O 16 C.5.1 12" MIN. SIZE PER TABLE 12" MIN. ADS N-12 PERFORATED INFILTRATION PIPE, SIZE PER TABLE(OR EQUIVALENT) NOTES: 1)STORMWATER DISTRIBUTION PIPES TO BE PERFORATED ADS N-12 INFILTRATION PIPE, SIZE PER TABLE(OR EQUIVALENT) 2)ALL WASHED STONE IN INFILTRATION TRENCH TO BE GRANITE. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. MATERIAL TO BE APPROVED BY GEOTECH 3)INFILTRATION TRENCH TO BE LINED IN FILTER FABRIC - TOP AND SIDES. 4)INFILTRATION STONE TO BE 3/4" TO 2" GRANITE, OR APPROVED EQUAL, FREE FROM SLATE, SHALE, CLAY & SILT UNDISTURBED MATERIAL 95% COMPACTED FILL (D) 5' (TYP) MIN. 1' OF ASTM C33 FILTER SAND 3/4" TO 2" WASHED, GRANITE STONE PAVEMENT 5' MIN (TYP) 1' MIN (TYP) TYPICAL SECTION A 5' (TYP) FILTER FABRIC TO BE PLACED AROUND TOP, AND SIDES OF INFILTRATION CHAMBER. FABRIC TO BE AMOCO 4545 NON-WOVEN OR EQUIVALENT LAYER OF CLEAN, WASHED SAND TO BE INSTALLED BELOW FILTER FABRIC 1.GROUND WATER IS NOT FOUND WITHIN 10' OF THE SURFACE BASED ON THE PROJECT GEOTECHNICAL REPORT DATED 02/14/2019. IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 2.WHEN ROCK IS ENCOUNTERED, CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR SHALL BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR, OR REDESIGN OF THE SYSTEM TO ACHIEVE REQUIRED CRITERIA. IN SUCH AREAS THE FINE AGGREGATE LAYER MAY BE REDUCED TO 1.5' 3.THE TRENCH SHALL BE EXTENDED INTO ANY POORLY GRADED GRAVEL LAYER A MINIMUM OF 1.5'. BACKFILL WITH A LOW FINE PIT RUN MATERIAL IS ACCEPTABLE BETWEEN THE BOTTOM OF THE TRENCH AND THE FINE AGGREGATE LAYER IF AVAILABLE. 4.SAND SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 800, ASTM C33, OR ITD SPECIFICATION 703.02. WRAP TRENCHES TOP AND SIDES WITH AMOCO 4545 OR EQUIVALENT END CAP 2' MIN. COVER OVER CRUSHED GRAVEL IN PAVED AREAS SLOPE=0%(D ) 1'2' MIN. TO THE TOP OF PIPE ROADWAY SURFACING UNDISTURBED MATERIAL TO DISTRIBUTION HEADER EXCAVATE TO FREE DRAINING SAND AND GRAVEL PER PROJECT GEOTECHNICAL REPORT. CONSULT GEOTECHNICAL ENGINEER (TYP) (BOTTOM OF SAND AS SHOWN SHALL BE THE MINIMUM EXCAVATION)TYPICAL SECTION B ELEV:(A ) INFILTRATION TABLE INFILTRATION TRENCH DRAINAGE AREA (FT²) DESIGNED STORM (YEAR(S)) DESIGNED STORM VOLUME (FT³) VOLUME PROVIDED (FT³) (L) LENGTH (FEET) (W) WIDTH (FEET) (D) DEPTH (FEET) ELEVATION PERFORATED PIPE SIZEABC -195,800 25 16,330 16,464 110'75.0'4'4843.00 4846.00 4842.00 24" NOTE: POROSITY OF ROCK IS 30% PER CITY STANDARD 3/4" TO 2"WASHED GRANITE STONE THROAT WIDTH RING AND GRATE ELEVATION INVERT IN (FROM INLETS) OUTLET BAFFLE WALL ELEVATION INLET BAFFLE WALL ELEVATION SAND & GREASE TRAP SPECIFICATIONS SIZE (GALLONS)NAME RING & GRATE ELEVATION INVERT IN ELEVATION INLET BAFFLE WALL ELEVATION THROAT WIDTH (INCHES) OUTLET BAFFLE WALL ELEVATION INVERT OUT ELEVATION 1500 S&G INTERCEPTOR A (STORM) 4848.73 4843.40 4842.80 11 4843.30 4843.00 SAND & GREASE TRAP NOTES: 1.REFER TO SITE GEOTECH REPORT, PREPARED BY MTI & DATED ______, FOR INFILTRATION FACILITY DESIGN. 2.SEE THE GRADING PLAN FOR MORE AND/GREASE TRAP ELEVATIONS. 3.REFER TO THE SAND AND GREASE TRAP STANDARD DRAWING, ISPWC SD-624 FOR MORE DETAIL. 4.THE SAND AND GREASE TRAP MUST BE CONSTRUCTED PER THE SPECIFICATIONS DESCRIBED IN THE ISPWC SPECIFICATIONS AND SD-624 FOR MORE DETAIL. 5.SEE THE STORM DRAIN PLAN FOR THE SAND & GREASE TRAP LOCATIONS AND THE OBSERVATION WELL PIT LOCATIONS. 6.THE INVERT IN OF THE DISTRIBUTION HEADER PIPE MUST BE A MINIMUM OF 0.10 FEET HIGHER THAN THE INVERT OUT. INVERT OUT (TO INFILTRATION TRENCH) MUST BE A MINIMUM OF 0.10' BELOW INFLOW INVERT PROFILE VIEW SCALE: 1 - TYPICAL INFILTRATION TRENCH DETAIL NTS SCALE: 1A - SAND & GREASE TRAP DETAIL NTS 2' MIN. ELEV:(B ) ELEV:(C ) ELEV: 4846.00' ELEV: 4842.00' DRAINAGE SYSTEM CALCULATIONS SYSTEM REQUIREMENTS: DRAINAGE AREA: ·BASIN A 30,775 SF ·BASIN B 11,574 SF ·BASIN C 14,482 SF ·BASIN D 63,649 SF ·BASIN E 429,000 SF ·BASIN F 195,800 SF ·BASIN G *TBD TOTAL AREA: 752,437 SF DESIGN STORM:25 YEAR (REXBURG, 1 HR) STORM VOLUME REQUIRED:84,579 CF PROPOSED SYSTEM: STORAGE SYSTEM:STORM TECH INFILTRATORS (MC-3500) INFILTRATION TRENCH (PER THIS SHEET) ROADSIDE SWALE SUMMARY: BASIN A STORAGE SYSTEM:STORMTECH INFILTRATOR TOTAL STORAGE REQUIRED:2,619 CF TOTAL STORAGE PROVIDED:2,792 CF BASIN B STORAGE SYSTEM:STORMTECH INFILTRATOR TOTAL STORAGE REQUIRED:926 CF TOTAL STORAGE PROVIDED:993 CF BASIN C STORAGE SYSTEM:STORMTECH INFILTRATOR TOTAL STORAGE REQUIRED:1,181 CF TOTAL STORAGE PROVIDED:1,353 CF BASIN D STORAGE SYSTEM:STORMTECH INFILTRATOR TOTAL STORAGE REQUIRED:5,181 CF TOTAL STORAGE PROVIDED:5,311 CF BASIN E STORAGE SYSTEM:ROADSIDE SWALE TOTAL STORAGE REQUIRED:58,342 CF TOTAL STORAGE PROVIDED:67,100 CF BASIN F STORAGE SYSTEM:INFILTRATION TRENCH TOTAL STORAGE REQUIRED:16,330 CF TOTAL STORAGE PROVIDED:16,464 CF BASIN G *STORAGE VOLUMES TO BE CALCULATED AT TIME OF DEVELOPMENT TOTAL STORAGE REQUIRED:84,579 CF TOTAL STORAGE PROVIDED:94,013 CF BASIN A BASIN B BASIN C BASIN D BASIN F BASIN E BASIN G 02-05-21 pp pp s s s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 6+007+008+009+0010+0011+0012+0013+0014+0014+37 SD SD SD SD SD SD S SS SS s s SD S D s 6+ 0 0 7+ 0 0 7+ 6 4 SD SD SD S D 0+00 1+00 2+00 3+ 0 0 BP : 0 + 0 0 . 0 0 PI : 2 + 3 6 . 5 3 6+ 0 0 7+ 0 0 7+ 7 8 2 . 2 % 1 . 8 % 2 . 3 % 2 . 4 % 1. 8 % 2 . 3 % 2. 3 % 1. 8 % 2. 0 % 2. 0 % 2 . 0 % 2 . 0 % 2. 0 % 2. 0 % 2 . 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 2 % 48 4 9 48 4 9 48 4 9 4850 48 5 0 4850 4849 48 5 1 4 8 5 0 48 5 0 4850 4850 48 5 0 4849 4850 4850 4851 4850 4851 48 5 1 48 4 9 485 0 4850 4850 0.4%0.4%0.4%0.6%0.5%0.6%0.7% 2. 5 % 2. 0 % 2. 0 % 1.6 %1.2% 3. 2 % 2 . 2 % 2 . 0 % 2. 6 % 3 . 4 % 2. 7 % 2 . 1 % 2 . 2 % 1 . 0 % 1 . 1 % 2.0 % 2. 0 % 2. 0 % MATOA: 4850.25 MATOA: 4850.28 MATOA: 4850.23MATOA: 4850.32MATOA: 4850.30MATOA: 4850.34MATOA: 4850.37MATOA: 4850.40 MATOA: 4850.47 MATOA: 4850.54MATOA: 4850.52 MATOA: 4850.63 MATOA: 4850.97MATOA: 4851.26 MATOA: 4851.23MATOA: 4851.14 MATOA: 4850.85 MATOA: 4850.68 MATOA: 4850.61 MATOA: 4850.48 MATOA: 4850.43 TBC: 4849.74TBC: 4850.22TBC: 4849.77TBC: 4850.31TBC: 4849.96 TBC: 4850.08 DEP TBC: 4850.11 DEP TBC: 4850.19 TBC: 4850.31 TBC: 4850.41 TBC: 4850.12 DEP TBC: 4850.16 DEP TBC: 4850.09 TBC: 4850.14 TBC: 4850.28 TBC: 4850.18 TBC: 4851.01 TBC: 4851.00 TBC: 4850.88 TBC: 4850.78 TBC: 4850.67 DEP TBC: 4850.49 DEP TBC: 4850.38 TBC: 4850.28 TBC: 4850.17 TBC: 4850.32 TBC: 4850.50 TBC: 4850.45 MATOA: 4850.41 MATOA: 4850.41 MATOA: 4850.26 2. 1 % 2.1% 2.6% 1.6% 1 . 9 % 2.0% 25.0% 25.0% 3.7%2. 0 % TOC: 4850.03TOC: 4850.51TOC: 4850.06 TOC: 4850.56 TOC: 4850.25 TOC: 4850.18 TOC: 4850.25 TOC: 4849.69 TOC: 4849.69 TOC: 4849.84 TOC: 4849.84 TOC: 4850.08 TOC: 4849.84 TOC: 4850.32 TOC: 4849.88 TOC: 4850.57 TOC: 4851.01 TOC: 4850.87 TOC: 4850.46 TOC: 4850.63 TOC: 4850.49 TOC: 4850.74 TOC: 4851.03 48 5 0 4849 4830 4840 4850 4860 7+008+009+0010+0011+0012+0013+0014+00 48 4 9 . 8 1 48 4 9 . 0 9 48 4 9 . 4 1 48 4 9 . 2 3 48 4 9 . 8 1 48 4 8 . 8 6 48 4 9 . 6 8 48 4 8 . 6 8 48 4 9 . 9 2 48 4 9 . 9 8 48 5 0 . 1 2 48 4 8 . 4 5 48 5 0 . 5 2 48 4 9 . 1 1 EX. 10" S.S. EX. 10" S.S. 218.94' of 18" S.D. @ 0.40% 231.36' of 18" S.D. @ 0.40% ST A : 1 0 + 1 9 . 0 4 ( - 1 . 5 0 , L ) SD I N L E T - D RI M : 4 8 4 9 . 5 1 IN V O U T : 4 8 4 6 . 4 8 - 1 8 " ( S ) ST A : 8 + 0 0 . 1 0 ( - 1 . 5 0 , L ) SD I N L E T - E RI M : 4 8 4 9 . 2 9 IN V I N : 4 8 4 5 . 6 0 - 1 8 " ( N ) IN V O U T : 4 8 4 5 . 5 0 - 1 8 " ( S ) ST A : 1 1 + 2 6 . 9 0 ( - 1 . 5 0 , L ) SD I N L E T - C RI M : 4 8 4 9 . 2 0 IN V O U T : 4 8 4 6 . 6 8 - 1 2 " ( W ) ST A : 1 1 + 2 6 . 9 0 ( - 7 . 2 5 , L ) SD M H - C RI M : 4 8 4 9 . 3 3 IN V I N : 4 8 4 6 . 6 2 - 1 2 " ( E ) IN V O U T : 4 8 4 6 . 1 2 - 1 2 " ( N ) E l e v a t i o n 4830 4840 4850 4860 0+00 Station 12TH_W PROFILE 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 12 T H N O R T H P P BV I R O N H O R S E I RE X B U R G , I D A H O 17 C.5.2 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN, INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND A TEE THRUST BLOCK PER ISPWC SD-403 INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY REXBURG STANDARDS POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG STANDARDS INSTALL 6" WATER SERVICE STUB INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION 26 27 28 29 30 31 32 33 34 35 STORM DRAIN KEYNOTES 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 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS SHEET INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 6" C/O WITH TRAFFIC RATED LID 51 52 53 54 55 56 57 58 59 60 61 MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER CITY OF REXBURG STANDARDS. INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER PLANS INSTALL MANHOLE PER ISPWC SD-501 TYPE A INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 76 GENERAL NOTES: 1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES 2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. 3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED. 51 51 51 53 52 52 71 2726 72 PROPOSED SURFACE EX SURFACE 12TH STREET PR I V A T E D R I V E UN I V E R S I T Y B L V D 02-05-21 pp pp ss w w w w w w w w w w w w w w w w w w w w w w w w w 0+001+002+003+004+005+006+00 SD S D S D S D SD S D S D S D s s 0+ 0 0 1+ 0 0 2+ 0 0 1. 8 % 48 5 0 4850 0.7%0.4%0.4%0.9%0.4%0.4% 2. 5 % 2. 3 % 1. 6 % 1 . 6 % 2 . 4 % 2. 4 % 1. 9 % 1. 4 % 1 . 9 % 2.2 % 2.0% 2.4% 2.0% 2. 0 % 2. 0 % 2 . 0 % 2 . 0 % 2. 0 % 2 . 0 % 2. 0 % 2. 0 % 3 . 8 % 3. 7 % 1. 2 % 3. 5 % 6. 2 % 3 . 4 % 1.6 % MATOA: 4850.80MATOA: 4850.72MATOA: 4850.62MATOA: 4850.37 MATOA: 4850.51MATOA: 4850.37MATOA: 4850.33MATOA: 4850.25MATOA: 4850.23MATOA: 4850.25 MATOA: 4850.28 MATOA: 4850.23 TBC: 4849.72 TBC: 4850.24 TBC: 4850.37TBC: 4850.59TBC: 4849.83 TBC: 4850.24TBC: 4849.74 TOC: 4850.60 TOC: 4850.60 TOC: 4850.10 TOC: 4850.10 TOC: 4849.77 TOC: 4850.10 TOC: 4850.40 TOC: 4850.88TOC: 4850.12 TOC: 4850.53TOC: 4850.03 DEP TBC: 4850.23 DEP TBC: 4850.30 4 8 5 0 4 8 4 9 48 4 9 4 8 5 0 4850 4850 48 5 0 4851 48504850 E l e v a t i o n 4830 4840 4850 4860 0+001+002+003+004+005+006+00 48 5 0 . 0 2 48 4 9 . 8 2 48 5 0 . 0 5 48 4 9 . 6 4 48 4 9 . 6 5 48 4 9 . 4 9 48 4 9 . 7 0 48 4 9 . 6 4 48 4 9 . 6 6 48 4 9 . 1 8 48 4 9 . 5 1 48 4 9 . 2 7 EX. 10" S.S. EX. 10" S.S. 225.62' of 18" S.D. @ 0.40% 243.11' of 18" S.D. @ 0.40% ST A : 5 + 6 8 . 7 3 ( - 1 . 5 0 , L ) SD I N L E T - F RI M : 4 8 4 9 . 2 7 IN V I N : 4 8 4 4 . 5 7 - 1 8 " ( S ) IN V I N : 4 8 4 4 . 5 7 - 1 8 " ( N ) IN V O U T : 4 8 4 4 . 9 1 - 1 2 " ( W ) ST A : 3 + 4 3 . 1 1 ( - 1 . 5 0 , L ) SD I N L E T - G RI M : 4 8 4 9 . 3 5 IN V I N : 4 8 4 5 . 5 7 - 1 8 " ( S ) IN V O U T : 4 8 4 5 . 4 7 - 1 8 " ( N ) ST A : 1 + 0 0 . 0 0 ( - 1 . 5 0 , L ) SD I N L E T - H RI M : 4 8 4 9 . 9 0 IN V O U T : 4 8 4 6 . 5 4 - 1 8 " ( N ) ST A : 5 + 6 8 . 7 3 ( - 7 . 2 5 , L ) SD M H - D RI M : 4 8 4 9 . 8 4 IN V I N : 4 8 4 4 . 8 5 - 1 2 " ( E ) IN V O U T : 4 8 4 4 . 3 5 - 1 2 " ( N ) SD M H - D RI M : 4 8 4 9 . 8 4 IN V I N : 4 8 4 4 . 8 5 - 1 2 " ( E ) IN V O U T : 4 8 4 4 . 3 5 - 1 2 " ( N ) 4830 4840 4850 4860 14+00 Station 12TH_W PROFILE 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 12 T H S O U T H P P BV I R O N H O R S E I RE X B U R G , I D A H O 18 C.5.3 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN, INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND A TEE THRUST BLOCK PER ISPWC SD-403 INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY REXBURG STANDARDS POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG STANDARDS INSTALL 6" WATER SERVICE STUB INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION INSTALL 8" PLUG 26 27 28 29 30 31 32 33 34 35 36 STORM DRAIN KEYNOTES 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 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS SHEET INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 6" C/O WITH TRAFFIC RATED LID 51 52 53 54 55 56 57 58 59 60 61 MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER CITY OF REXBURG STANDARDS. INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER PLANS INSTALL MANHOLE PER ISPWC SD-501 TYPE A INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 76 GENERAL NOTES: 1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES 2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. 3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED. 52 2726 52 52 52 51 53 51 51 30 33 31 36 28 PROPOSED SURFACE EX SURFACE 12TH STREET PR I V A T E D R I V E N 02-05-21 w w w w w w w w w w w w w w w w w w w w w w w w w t o e S D S D 1+00 2+00 3+00 4+00 5+00 6+00 19 + 0 0 20 + 0 0 20 + 2 5 48 4 9 4849 2.0 % DEP TBC: 4850.49DEP TBC: 4850.38TBC: 4850.28 TBC: 4850.17 TBC: 4850.32 TBC: 4850.50 TBC: 4850.45TBC: 4849.92 TBC: 4850.03 DEP TBC: 4850.05 DEP TBC: 4850.10 TBC: 4850.20TBC: 4850.00 DEP TBC: 4849.91 DEP TBC: 4849.87 TBC: 4849.75 TBC: 4849.60 TBC: 4848.68 TBC: 4848.78 TBC: 4848.92 DEP TBC: 4848.96 DEP TBC: 4849.01 TBC: 4849.05 TBC: 4848.77 MATOA: 4850.41 MATOA: 4850.26MATOA: 4850.13 MATOA: 4850.11 MATOA: 4850.05 MATOA: 4849.91MATOA: 4849.91MATOA: 4849.65 MATOA: 4849.62 MATOA: 4849.60 MATOA: 4849.37 MATOA: 4849.26 MATOA: 4848.81 2. 1 % 2. 6 % 1. 6 % 2. 0 % 2. 1 % 2. 2 % 2. 7 % 2. 3 % 2. 4 % 2. 7 % 2. 7 % 2. 1 % 1 . 2 % 0.7 % 1.9 % 2 . 0 % 2 . 0 % 2 . 0 % 2 . 0 % 2 . 0 % 2 . 0 % 2 . 0 % 2 . 0 % 2 5 . 0 % 2 . 0 % 2 . 0 % 25 . 0 % 25 . 0 % TOC: 4850.46 TOC: 4850.63 TOC: 4850.49TOC: 4850.74TOC: 4850.00TOC: 4850.13 TOC: 4849.95TOC: 4849.87 TOC: 4849.70 TOC: 4849.39 TOC: 4848.83 TOC: 4848.83 TOC: 4848.56 TOC: 4848.37 TOC: 4848.40 TOC: 4848.51 TOC: 4849.37 TOC: 4849.37 TOC: 4849.52 TOC: 4849.52 4849 4850 484 9 4850 4850 48 4 9 4848 4850 4 8 4 9 4849 4849 4849 4850 E l e v a t i o n Station UNIVERSITY_BLVD PROFILE 4830 4840 4850 4860 4830 4840 4850 4860 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 48 4 8 . 5 4 48 4 8 . 4 1 48 4 8 . 5 2 48 4 9 . 6 3 48 4 8 . 9 2 48 4 9 . 8 2 48 4 9 . 3 2 48 4 7 . 9 7 48 4 9 . 7 2 48 4 9 . 3 3 48 5 0 . 1 2 48 4 7 . 4 0 48 5 0 . 2 4 48 4 8 . 6 1 ST A : 1 + 4 9 . 9 8 ( 1 . 5 0 , R ) SD I N L E T - A RI M : 4 8 4 8 . 2 0 IN V O U T : 4 8 4 5 . 2 0 - 1 2 " ( S ) ST A : 6 + 2 8 . 4 6 ( 1 . 5 0 , R ) SD I N L E T - B RI M : 4 8 4 9 . 8 5 IN V O U T : 4 8 4 6 . 8 5 - 1 2 " ( S ) SD M H - B RI M : 4 8 5 0 . 4 2 IN V I N : 4 8 4 6 . 7 9 - 1 2 " ( N ) IN V O U T : 4 8 4 6 . 2 9 - 1 2 " ( W ) SD M H - A RI M : 4 8 4 8 . 7 7 IN V I N : 4 8 4 5 . 1 4 - 1 2 " ( N ) IN V O U T : 4 8 4 4 . 6 4 - 1 2 " ( E ) 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 UN I V E R S I T Y B L V D P P BV I R O N H O R S E I RE X B U R G , I D A H O 19 C.5.4 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN, INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND A TEE THRUST BLOCK PER ISPWC SD-403 INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY REXBURG STANDARDS POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG STANDARDS INSTALL 6" WATER SERVICE STUB INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION 26 27 28 29 30 31 32 33 34 35 STORM DRAIN KEYNOTES 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 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS SHEET INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 6" C/O WITH TRAFFIC RATED LID 51 52 53 54 55 56 57 58 59 60 61 MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER CITY OF REXBURG STANDARDS. INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER PLANS INSTALL MANHOLE PER ISPWC SD-501 TYPE A INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 76 GENERAL NOTES: 1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES 2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. 3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED. 51 53 26 PROPOSED SURFACEEX SURFACE 51 53 27 28 UNIVERSITY BLV D PR I V A T E D R I V E N 02-05-21 s w w w w w w t o e t o e t o e t o e t o e 10 + 0 0 11 + 0 0 S S S SSSSSSSSS SSSSSSS S S S S S S S S s 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+ 0 0 BP: 0+00.00 17 + 0 0 2 . 0 % 4850 4 8 4 9 48 5 0 4 8 5 0 0. 4 % 2 . 2 % 2. 0 % TBC: 4850.08 DEP TBC: 4850.11 DEP TBC: 4850.19TBC: 4850.31TBC: 4850.41 TBC: 4850.12 DEP TBC: 4850.16 DEP TBC: 4850.09 TBC: 4850.14 TOC: 4850.18 TOC: 4850.25 TOC: 4850.08 TOC: 4849.84 TOC: 4850.32 TOC: 4849.88 TBC: 4850.57 TBC: 4849.92 1.6% 2. 0 % 2 . 0 % 2. 0 % 2 . 0 % 2.2 % 2. 1 % 2 . 1 % TBC: 4850.45TBC: 4849.42TBC: 4849.22TBC: 4849.38 TOA:4848.86 TOA:4848.31 TBC: 4848.83 TOA:4850.10 TOA:4850.11 TOA:4849.50 TOA:4850.02 TOA:4848.96 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1+00 48 4 9 . 2 3 48 4 8 . 3 2 2+00 48 4 8 . 7 1 48 4 8 . 0 2 3+00 48 4 9 . 1 3 48 4 9 . 0 1 4+00 48 4 9 . 5 6 48 4 9 . 0 1 5+00 48 4 9 . 9 8 48 4 9 . 2 7 6+00 48 5 0 . 4 0 48 4 9 . 5 1 7+00 48 5 0 . 1 8 48 4 9 . 8 2 ST A : 1 + 8 2 . 9 0 ( 0 . 0 0 , ) SS M H - 1 RI M : 4 8 4 8 . 8 0 IN V O U T : 4 8 4 4 . 6 5 - 8 " ( E ) 288.48' of 8" S.S. @ 0.60% ST A : 4 + 7 1 . 3 8 ( 0 . 0 0 , ) SS M H - 2 RI M : 4 8 4 9 . 8 6 IN V I N : 4 8 4 2 . 9 2 - 8 " ( W ) IN V O U T : 4 8 4 2 . 8 2 - 8 " ( E ) 231.09' of 8" S.S. @ 0.40% ST A : 7 + 0 2 . 4 7 ( 0 . 0 0 , ) SS M H - 3 RI M : 4 8 5 0 . 2 4 IN V I N : 4 8 4 1 . 9 0 - 8 " ( W ) IN V I N : 4 8 4 1 . 7 3 - 1 0 " ( S ) IN V O U T : 4 8 4 1 . 7 3 - 1 0 " ( N ) ST A = 0 + 7 0 . 8 0 T. O . W . = 4 8 4 3 . 4 5 STA = 2+00.00 T.O.W. = 4842.47 STA = 4+86.01 T.O.W. = 4841.58 ST A = 7 + 4 7 . 7 5 T. O . W . = 4 8 4 4 . 6 4 ST A : 2 + 6 8 . 2 0 2" W A T E R S E R V I C E ( L T ) ST A : 4 + 6 1 . 3 1 2" W A T E R S E R V I C E ( L T ) ST A : 4 + 8 1 . 3 1 2" W A T E R S E R V I C E ( L T ) ST A : 2 + 6 3 . 2 0 6" F I R E S E R V I C E ( L T ) ST A : 4 + 5 6 . 3 1 6" F I R E S E R V I C E ( L T ) ST A : 4 + 8 6 . 3 1 6" F I R E S E R V I C E ( L T ) ST A : 0 + 8 8 . 9 5 2" W A T E R S E R V I C E ( R T ) ST A : 5 + 4 1 . 9 3 2" W A T E R S E R V I C E ( R T ) ST A : 0 + 9 3 . 9 4 6" F I R E S E R V I C E ( R T ) ST A : 5 + 3 6 . 9 3 6" F I R E S E R V I C E ( R T ) ST A : 2 + 5 1 . 2 4 6" S S S E R V I C E ( L T ) ST A : 4 + 4 4 . 3 1 6" S S S E R V I C E ( L T ) ST A : 4 + 9 8 . 3 8 6" S S S E R V I C E ( L T ) ST A : 1 + 8 9 . 9 0 6" S S S E R V I C E ( R T ) ST A : 5 + 2 5 . 0 0 6" S S S E R V I C E ( R T ) ↕ 4.15' (SS) ↕ 7.03' (SS)↕ 8.51' (SS) ST A : 6 + 5 1 . 3 3 8" x 6 " W A T E R T E E ST A : 7 + 4 2 . 5 4 8" G A T E V A L V E ST A : 7 + 4 7 . 7 5 8" x 1 2 " W A T E R T E E ST A : 0 + 7 0 . 8 5 6" F I R E S E R V I C E ( R T ) 8" WATER MAIN 8" WATER MAIN Station PRIVATE_DR-1 PROFILE E l e v a t i o n 4830 4840 4850 4860 0+00 4830 4840 4850 4860 8+00 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 -- - - C. 5 . 5 P R I V A T E P P BV I R O N H O R S E I RE X B U R G , I D A H O 20 C.5.5 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN, INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND A TEE THRUST BLOCK PER ISPWC SD-403 INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY REXBURG STANDARDS POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG STANDARDS INSTALL 6" WATER SERVICE STUB INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION 26 27 28 29 30 31 32 33 34 35 STORM DRAIN KEYNOTES 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 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS SHEET INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 6" C/O WITH TRAFFIC RATED LID 51 52 53 54 55 56 57 58 59 60 61 MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER CITY OF REXBURG STANDARDS. INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER PLANS INSTALL MANHOLE PER ISPWC SD-501 TYPE A INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 GENERAL NOTES: 1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES 2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. 3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED. 27 282828 29 30 30 30 3030 30 31 31 31 31 31333333 33 33 32 323232 32 34 7272 7373 73 74 7474 74 12 T H S T PRIVATE DRIVE PR I V A T E D R I V E 74 02-05-21 w w w w w w toe t o e t o e t o e t o e toe toe toe toe toe toe toe SD 0+ 0 0 1+ 0 0 1 + 0 0 17+0018+00 19+0020+00 MATOA: 4848.81 1.2% 1.0% 1.9 % TOC: 4848.37 TOC: 4848.40 2.2 % 2.1%2.1% 2. 0 % 2. 0 % 1. 8 % 2 . 2 % 1.4% 1 . 2 % TBC: 4849.38 TOA:4848.86 TOA:4849.50TOA:4849.78 TOA:4849.51 TOA:4849.47 TOA:4850.46 TOA:4850.02 TBC: 4848.77 TOC: 4848.83TOC: 4848.83 DEP TBC: 4849.01 DEP TBC: 4848.96 TOC: 4848.56 TOC: 4848.51 TOC: 4848.59 TOC: 4848.58 TOC: 4849.05 TOC: 4848.92 TOA:4848.96 E l e v a t i o n Station PRIVATE_DR-2 PROFILE 4830 4840 4850 4860 4830 4840 4850 4860 16+7517+0018+0019+0020+00 17+00 48 4 9 . 7 6 48 4 8 . 7 7 18+00 48 5 0 . 0 0 48 4 8 . 3 4 19+00 48 4 9 . 0 0 48 4 8 . 0 5 ST A : 1 9 + 0 6 . 5 8 8" x 6 " W A T E R T E E ST A : 1 6 + 9 1 . 1 3 8" x 9 0 ° H O R Z . B E N D ST A : 1 9 + 8 1 . 8 8 8" G A T E V A L V E ST A : 1 9 + 8 6 . 8 8 8" x 1 0 " W A T E R T E E 8" WATER MAIN 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 -- - - C. 5 . 6 P R I V A T E 2 P P BV I R O N H O R S E I RE X B U R G , I D A H O 21 C.5.6 N H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN, INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND A TEE THRUST BLOCK PER ISPWC SD-403 INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY REXBURG STANDARDS POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG STANDARDS INSTALL 6" WATER SERVICE STUB INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION 26 27 28 29 30 31 32 33 34 35 STORM DRAIN KEYNOTES 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 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH GRATED CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS SHEET INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 6" C/O WITH TRAFFIC RATED LID 51 52 53 54 55 56 57 58 59 60 61 MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER CITY OF REXBURG STANDARDS. INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER PLANS INSTALL MANHOLE PER ISPWC SD-501 TYPE A INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 UN I V E R S I T Y B L V D PRIVATE DRIVE 27 28 29 32 34 02-05-21 to b to b to b to b to b to b to b to b to b to b to b to b to b to b to b to b to b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b to b to b fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l fl f l pp pp s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w w w w w w w w w 4 8 4 9 4849 4849 4 8 4 9 4 8 4 8 48 4 8 48 4 7 484 8 4 8 4 8 48 4 8 48 5 0 48 4 9 48 5 0 48 4 9 48 4 9 48 5 0 4 8 4 9 4 8 5 0 48 5 0 4850484 9 4850 4850 484 8 4849 48 4 9 48 5 0 4850 48 4 9 4849 4849 4849 4850 4850 4 8 5 0 4850 4850 484 9 484 9 4 8 4 9 4 8 4 9 48 4 9 4 8 4 8 48 4 8 48 4 8 4 8 4 8 484 8 4848 484 8 4 8 4 8 48 4 8 4 8 4 9 4 8 4 9 4 8 4 8 48 4 9 48 4 8 4 8 4 9 48 4 9 4849 4848 4849 48 4 8 48 4 8 STRUCTURE - (30) RIM: 4848.73 INV IN: 4843.40 18" (W) INV OUT: 4843.00 24" (S) SD INLET - L RIM: 4848.03 INV IN: 4843.60 18" (S) INV IN: 4844.90 24" (N) INV OUT: 4843.50 18" (E) SD INLET - J RIM: 4847.26 INV IN: 4843.84 18" (S) INV OUT: 4843.74 18" (N) SD INLET - M RIM: 4847.79 INV IN: 4844.09 18" (E) INV OUT: 4843.99 18" (N) 221LF OF 18" S.D. @ 0.22%153LF OF 18" S.D. @ 0.22% SD INLET - R RIM: 4847.65 INV IN: 4844.23 18" (E) INV OUT: 4844.13 18" (W)127LF OF 18" S.D. @ 0.22%191LF OF 18" S.D. @ 0.22% SD INLET - Q RIM: 4847.65 INV OUT: 4844.65 18" (W) STRUCTURE - (34) RIM: 4845.47 INV IN: 4843.85 18" (E) SD INLET - I RIM: 4848.33 INV OUT: 4845.33 18" (SE) SD INLET - K RIM: 4849.28 INV IN: 4845.21 18" (NW) INV OUT: 4845.11 24" (S) 97 L F O F 2 4 " S . D . @ 0 . 2 2 % 56 L F O F 1 8 " S . D . @ 0 . 2 2 % SD INLET - P RIM: 4849.12 INV OUT: 4845.60 18" (S) 21 8 L F O F 1 8 " S . D . @ 0 . 2 2 % SD INLET - O RIM: 4848.79 INV IN: 4845.12 18" (N) INV OUT: 4845.02 18" (W) 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 S D S D S D S D S D S D SD SD S S S SSMH - 1 S SSMH - 2 SS SS SS SS S SSMH - 3 SS SS SS S S S S S S S S s EX S S M H - 2 ss s EX S S M H - 3 ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss 1+00 2+00 3+00 4+00 5+00 6+00 7+00 S D S D S D S D S D S D S D S D S D S D S D S D S D 64 L F O F 1 8 " S . D . @ 0 . 2 2 % 6 7 L F O F 1 8 " S . D . @ 0 . 2 2 % SD INLET - N RIM: 4848.69 INV IN: 4844.68 18" (E) INV OUT: 4844.58 18" (W) 44LF OF 18" S.D. @ 0.22% 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 SI T E D R A I N A G E P L A N BV I R O N H O R S E I RE X B U R G , I D A H O 22 C.5.7 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN, INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND A TEE THRUST BLOCK PER ISPWC SD-403 INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY REXBURG STANDARDS POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG STANDARDS INSTALL 6" WATER SERVICE STUB INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION 26 27 28 29 30 31 32 33 34 35 STORM DRAIN KEYNOTES 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 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH GRATED CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A ON SHEET C.5.6 INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 6" C/O WITH TRAFFIC RATED LID 51 52 53 54 55 56 57 58 59 60 61 MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER CITY OF REXBURG STANDARDS. INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER PLANS INSTALL MANHOLE PER ISPWC SD-501 TYPE A INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 GENERAL NOTES: 1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES 2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. 3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED. 56 71 5252 52 52 5252 52 52 52 57 57 57 57 57 57 57 58 55 5555 55 12 T H S T PRIVATE DRIVE PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING 02-05-21 to b to b to b to b to b to b to b to b to b to b to b to b to b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b t o b to b to b t o b t o b t o b t o b t o b t o b t o b t o b tob tob tob tob tob tob tob tob fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l f l fl fl fl fl f l f l f l f l fl fl f l f l f l f l f l f l f l f l f l f l f l fl fl fl fl fl fl fl fl fl fl fl pp pp pp pp pp s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s t w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w pp pp b e l b e l b e l b e l b e l b e l b e l to e to e t o e t o e t o e t o e t o e t o e t o e t o e to e to e t o e to e t o e t o e t o e t o e t o e to e t o e t o e t o e to e t o e to e ss ss ss ss ss ss SD W W W W W W W S SSSSS SSS s s ss ss ss ss ss ss ss s ss ss ss ss ss ss ss ss ss ss S D S D S D ss ss ss ss ss ss ss ss ss ss ss 0+001+002+003+004+005+006+00 7 + 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 20 + 2 5 4 8 4 8 4848 48 4 8 4848 4 8 4 8 4848 48 4 8 4849 4849 4849 484 9 4848 4849 4 8 4 9 4 8 4 9 4 8 4 9 4 8 5 0 48 4 9 48 4 9 48 4 8 48 4 9 48 5 0 4848 48 4 8 48 4 8 484 9 48 4 8 4847 4 8 4 8 4847 4 8 4 9 484 8 48 4 8 4849 4848 4849 48484849 4848 48 5 0 4848 4849 4850 48 5 0 48 5 0 48 4 9 4850 48504849 4 8 5 0 48 5 0 4 8 5 1 48 5 0 48 5 0 48 4 9 4 8 4 9 48 5 0 4 8 4 9 48 5 0 4848 48 4 8 4848 4849 4849 4849 4850 48 5 0 4849 4847 4849 48 4 9 4 8 4 9 48 4 8 484 8 484 9 48 4 9 48 5 0 4850 48 5 0 48 4 9 4849 484 9 4 8 4 8 48 4 9 48 4 9 48 4 8 485 0 4849 4850 4 8 4 9 48494 8 4 9 48 4 8 4 8 4 8 48 4 9 4 8 4 9 4848 4850 4850 4 8 4 9 4849 4 8 4 8 4845 48 4 6 48 4 7 48 4 8 48 4 8 4847 48 4 6 48 4 5 48 4 4 48 4 8 48 4 7 48 4 6 48 4 5 4844 4844 4849 4849 4849 4850 4 8 5 0 4850 48 5 0 48 5 0 4851 4 8 5 0 48 5 0 48 5 0 48 5 1 4850 4 8 4 9 4848 4848 4 8 5 0 48 4 9 48 4 8 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 4 8 4 8 L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O 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 LO D LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF 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 PR O J E C T CH E C K E D # 21 9 4 S n a k e R i v e r P a r k w a 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 - 2 6 7 6 - 2 0 0 9 LT S CJ F CJ F 02 / 0 5 / 2 0 2 1 ER O S I O N C O N T R O L P L A N BV I R O N H O R S E I RE X B U R G , I D A H O 23 C.6.0 R25' 1" TO 3" COARSE AGGREGATE FILTER FABRIC 50' MI N PU B L I C R O A D HA R D S U R F A C E STABILIZED CONSTRUCTION ENTRANCE 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 INLET PROTECTION (PAVED AREA) RETRIEVAL STRAP OVERFLOW (PEAK STORM) SEDIMENT ACCUMULATION GEOTEXTILE FABRIC SILT FENCE BMP 63-68 EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" 14 GA WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST ALT: STEEL FENCE POSTS 8" 12 " 2' - 6 " 2' - 0 " 5' - 0 " 6" H O R R O C K S E N G I N E E R SN 0 60'120' SCALE: 1" = 60' LEGEND SILT FENCE SEE DETAIL THIS SHEETSFSF CONSTRUCTION FENCE INLET PROTECTION SEE DETAIL THIS SHEET STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL THIS SHEET PROPERTY BOUNDARY LIMITS OF DISTURBANCE PORTABLE TOILET CONTAINMENT JOBSITE DUMPSTER CONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LOD LOD 1 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 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. SWPPP NOTES APPROXIMATE QUANTITY SUMMARY LINEAR FIBER ROLL - SILT FENCE 1930 LF CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 2 EA STABILIZED STAGING AREA 1 EA CONCRETE WASH OUT 1 EA SEDIMENT BASIN - WHEEL WASH - INLET PROTECTION 19 EA CHECK DAM - LIMITS OF DISTURBANCE ±20.71 AC PROJECT ACRES ±20.71 AC INLET PROTECTION SEE DETAIL THIS SHEET 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 2 2 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 PROPOSED BUILDINGPROPOSED BUILDING PROPOSED BUILDING UNIVERSITY BLVD 12 T H S T R E E T PRIVATE DRIVE PR I V A T E D R I V E PRIVATE DRIVE 02-05-21