The URL can be used to link to this page

Home My WebLink AboutINFRASTRUCTURE Rev 3 11.13.23 - 23-00618 - Rexburg View Subdivision - Moody & 2nd E - Short Plat-Reviewed-ApprovedAuthor Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Rexburg View Subdivision - Moody & 2nd E - Short PlatAddress : 1371 N 2nd ERecord Type : Short PlatDocument Filename : INFRASTRUCTURE Rev 3 11.13.23 - 23-00618 - Rexburg View Subdivision - Moody & 2nd E - Short Plat.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00618 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments C.1.0 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept C.1.0 Stamp Katie Saurey : P&Z Open 1 Plan Received C.3.1 Stamp Kyle Baldwin : P&Z Open 6 Approved - Planning and Zoning C.3.1 Callout Joel Gray : PW Open 6 How is this island preventing left turn movements? Appears tobe too small. C.3.1 Stamp Joel Gray : PW Open 6 Corrections Required Short Plat Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - COVER SHEET - 11/10/2023 01:58pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 CO V E R S H E E T TA G G - N - G O C A R W A S H 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 26 9 3 20 33 75 26 20 2 6 2 8 75 21 93 55 I- 8 4 52 95 95 95 12 13 9 5 95 I-90 95 95 M O N T A N A WY 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 ENGINEER: HORROCKS ENGINEERS Know what's below. Call before you dig. R PROJECT SITE SITE PLAN FOR TAGG-N-GO CAR WASH REXBURG, IDAHO SHEET INDEX PAGE #SHEET #SHEET TITLE 1 C.1.0 COVER SHEET 2 C.1.1 GENERAL NOTES 3 C.1.2 LEGEND 4 C.2.0 EXISTING CONDITIONS & DEMO 5 C.3.0 OVERALL SITE PLAN KEYMAP 6 C.3.1 SITE PLAN 7 C.3.2 SITE PLAN DETAILS 8 C.4.0 GRADING PLAN 9 C.5.0 SITE DRAINAGE & UTILITIES STORM & WATER 10 C.5.1 SITE DRAINAGE & UTILITIES SANITARY SEWER 11 C.5.2 PLAN & PROFILE - MOODY 12 C.5.3 PLAN & PROFILE - 2ND EAST 13 C.5.4 PLAN & PROFILE - WEST PRIVATE DRIVE 14 C.5.5 DRAINAGE & UTILITIES DETAILS 15 C.6.0 EROSION CONTROL 16 M.1.0 LIFT STATION TANK 17 M.2.0 LIFT STATION PUMP DETAIL CONTACT: CADEN FUHRIMAN, PE APPLICANT/OWNER: TAGG-N-GO EXPRESS CAR WASH TAGGNGO.COM (435)628-2256 CONTACT: CONNER ATKIN BASIS OF BEARING: 2194 Snake River Pkwy., Suite 205 Idaho Falls, ID 83402 (208) 522-1223 US 2 0 US 3 3 MOODY 2N D E MOODY 2N D E - VERTICAL CONTROL DATUM BASED ON NAVD88 CP#1 ELEV: 4878.86' N: 797934.45' E: 758920.65' FOUND: 5/8 IR CP#2 ELEV: 4878.92' N: 797934.27' E: 758895.60' FOUND: 5/8 IR CP#3 ELEV: 4878.11' N: 797932.01' E: 758520.57' FOUND: 5/8 IR CP#4 ELEV:5875.38' N: 797565.99' E: 758519.44' FOUND: 5/8 IR CONTROL POINTS REVISIONS REV No.NAME.DATE OF REV DESCRIPTION 1 NMC 10/6/2023 2ND CITY SUBMITTAL 2 NMC 11/6/2023 3RD CITY SUBMITTAL 3 NMC 11/10/2023 4TH CITY SUBMITTAL CENTRAL MERIDIAN OF THE EAST ZONE OF THE IDAHO STATE PLANE COORDINATE H O R R O C K S E N G I N E E R S 11/6/23 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_GENERAL NOTES.dwg - GENERAL NOTES - 11/10/2023 01:58pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM CITY OF REXBURG AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. GENERAL NOTES UTILITY NOTES INTERMOUNTAIN GAS COMPANY 1527 HOLLIPARK DR. IDAHO FALLS, IDAHO 83401 (208) 542-6600 NATURAL GAS POWER CITY OF REXBURG PUBLIC WORKS 35 NORTH 1ST EAST REXBURG, IDAHO 83440 (208) 372-2320 WATER / SEWER ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (208) 359-6155 UTILITY CONTACTS 1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS (2022), CITY OF IDAHO FALLS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS (2020). CITY OF IDAHO FALLS PUBLIC WORKS DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS (2020), AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2022). 2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF AT AN APPROVED LOCATION. 3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS ARE AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/ 4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OF REXBURG STANDARDS. 5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO BE REMOVED. 7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE. 8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION. 9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. 10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THE CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE PROPOSED CHANGES. 11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT. 12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS. 13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER. 17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE. 18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT. 20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES. SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES. 21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY STANDARDS. 22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL ACCEPTANCE. 1.THE WATER LINE CONSTRUCTION SHALL CONFORM TO REXBURG STANDARD DRAWINGS & SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF PUBLIC DRINKING WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO ANSI/AWWA C 651-92: DISINFECTION OF WATER MAINS STANDARDS. 2.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND NON-POTABLE LINES. 3.CONTRACTOR SHALL CONFORM TO THE CITY OF REXBURG REQUIREMENTS HAVING TRACER WIRE ON ALL WATER LINES. WATER SEWER 1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS. 2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR TO INSTALLING ANY WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER PLANS TO MAINTAIN SEPARATION OF MAIN LINES AND TO AVOID SANITARY SEWER SERVICE LINES. 3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND NON-POTABLE LINES. 4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED. 5.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS. 6.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE. LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS AS INDICATED IN NOTE 6 ABOVE. A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS PLAN TO CONTAIN THE RUNOFF FROM THE CITY OF REXBURG SPECIFIED DESIGN STORM EVENT FOR THE PROPOSED SITE. ONLY. B.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO DELIVERY TO THE SITE C.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT, PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION, PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM. D.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS. E.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS. F.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT PROPERTIES IN A CLEAN CONDITION. G.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY. H.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. GRADING & DRAINAGE NOTES ROADWAY ·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2020). ·IDAHO DEQ TECHNICAL GUIDANCE MANUAL ·CITY OF REXBURG ENGINEERING STANDARDS (2022) ·GEOTECHNICAL REPORT PREPARED BY ATLAS, FILE NUMBER E212744G DATED OCTOBER 11, 2021 NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE JOBSITE DURING CONSTRUCTION. PROJECT SPECIFICATIONS AND STANDARDS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. ENGINEER'S NOTICE TO CONTRACTOR USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. LEGAL NOTICE TO CONTRACTOR ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 GE N E R A L N O T E S TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 2 C.1.1 11/6/23 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.2_LEGEND.dwg - LEGEND - 11/10/2023 01:58pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT OR CONCRETE BC BUILDING CORNER BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION BFF BASEMENT FINISH FLOOR BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BVP BEGIN VERTICAL PROFILE BVW BOTTOM OF VISIBLE WALL C&G CURB & GUTTER CB CATCH BASIN CL CENTERLINE CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y. CUBIC YARD DIA DIAMETER DWG DRAWING E EAST OR EASTING EA EACH EG EXISTING GRADE/ GROUND EL EV ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE EX EXISTING FE FLANGE END FF FINISHED FLOOR FG FINISHED GRADE FJ FLANGE JOINT FL FLOW LINE FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR GV GATE VALVE HGL HYDRAULIC GRADE LINE HP HIGH POINT HRZ HORIZONTAL HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) I RR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET LP LOW POINT L/S LANDSCAPE LT LEFT LVC LENGTH OF VERTICAL CURVE MAX MAXIMUM ME MATCH EXISTING MFR MANUFACTURER MGD MILLION GALLONS PER DAY MH MANHOLE MID MIDDLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH OR NORTHING, FRICTION FACTOR N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PH PHASE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS REV REVISION RT RIGHT R/W RIGHT OF WAY S SLOPE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SF SQUARE FOOT/ FOOTAGE S/L STREETLIGHT SPEC SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT S/W SIDEWALK TA TOP OF ASPHALT TBC TOP BACK OF CURB TBDC TOP BACK OF DEPRESSED CURB TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TEMP TEMPORARY TF TOP OF FOOTING TG TOP OF GRATE TWB TOP BACK OF WALL TWF TOP FRONT/FACE OF WALL TWR TOP OF WALL - RETAINING TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL W/ WITH WMH WATER MANHOLE WTR WATER * ALL ABBREVIATIONS MAY NOT BE USED EXISTING PROPOSED ELECTRICAL MANHOLE FINISHED FLOOR ELEVATION PARKING STALL COUNT TOP BACK CURB SPOT ELEVATION FFE:2752.84 ABBREVIATIONS*STANDARD SYMBOLS CALLOUTS DETAIL REFERENCE SCALE: fo tv t jb ir pp s w e t fo ir w g g tv tb co e FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE SIGNAL POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 2 LIGHT POLE OPT 3 GAS MANHOLE GAS METER CLEANOUT SEWER MANHOLE IRRIGATION MANHOLE IRRIGATION BOX WATER MANHOLE WATER METER FIRE HYDRANT FIRE HYDRANT OPT 2 GATE VALVE GATE VALVE OPT 2 CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND WYE REDUCER CAP & PLUG STORM DRAIN MANHOLE AREA DRAIN ROUND AREA DRAIN SQUARE DROP INLET CURB INLET CURB INLET OPT 2 CURB INLET OPT 3 CURB DOUBLE INLET CURB DOUBLE INLET OPT 2 COMBO BOX OIL/WATER SAND/GREASE OIL/WATER SAND/GREASE OPT 2 FLARED END PLAN SIGN BOLLARD BORE HOLE TEST PIT SD FO TV T E JB IR PP S SD W E T FO IR W G G TV T CO SD TP BH TP BH sd WATER METER OPT 2 BLOW-OFF TBC:2752.85 RCB REINFORCED CONCRETE BOX CULVERT RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE REC REINFORCED CONCRETE ELLIPTICAL CULVERT RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT EGG REINFORCED CONCRETE EGG SHAPED CULVERT PVC POLYVINYL CHLORIDE RCP BO WM REINFORCED CONCRETE PIPE VCP VITRIFIED CLAY PIPE CIP CAST IRON PIPE HDPE HIGH DENSITY POLYETHYLENE DIP DUCTILE IRON PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE PIPE POLY POLYETHYLENE * ALL ABBREVIATIONS MAY NOT BE USED PIPE ABBREVIATIONS* FLARED END PROFILE FLARED END SECTION BENCHMARK SECTION CORNER CONTROL POINT NOTE: NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. ADDITIONAL SPOT ELEVATION CALLOUTS TO BE REFERENCED ON GRADING SHEET LEGEND 3/4'' W 3/4'' W 1'' W 1'' W 2'' W 2'' W 3'' W 3'' W 4'' W 4'' W 6'' W 6'' W 8'' W 8'' W WATER PROPOSEDEXISTING W WUNKNOWN 18'' W 18'' W 24'' W 24'' W 30'' W 30'' W 36'' W 36'' W SURFACE FEATURES CONSTRUCTION KEYNOTE TAGS 1-1/2'' W 1-1/2'' W OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN OR IRRIGATION OR CABLE TV OR TELEPHONE OR GAS OR MISCELLANEOUS OR POWER 10'' W 10'' W 12'' W 12'' W 14'' W 14'' W 16'' W 16'' W 48'' W 48'' W 60'' W 60'' W 72'' W 72'' W 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 14 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 48 INCH 60 INCH 72 INCH 4'' SD 4'' SD 6'' SD 6'' SD 10'' SD 10'' SD 12'' SD 12'' SD 15'' SD 15'' SD 16'' SD 16'' SD 18'' SD 18'' SD STORM PROPOSEDEXISTING SD SDUNKNOWN 48'' SD 48'' SD 54'' SD 54'' SD 60'' SD 60'' SD 66'' SD 66'' SD 8'' SD 8'' SD 24'' SD 24'' SD 30'' SD 30'' SD 36'' SD 36'' SD 42'' SD 42'' SD 72'' SD 72'' SD 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 42 INCH 48 INCH 54 INCH 60 INCH 66 INCH 72 INCH 4'' SS 4'' SS 6'' SS 6'' SS 10'' SS 10'' SS 12'' SS 12'' SS 14'' SS 14'' SS 15'' SS 15'' SS 16'' SS 16'' SS SEWER PROPOSEDEXISTING SS SSUNKNOWN 8'' SS 8'' SS 18'' SS 18'' SS 24'' SS 24'' SS 30'' SS 30'' SS 36'' SS 36'' SS 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 14 INCH SERVICE LATERAL 1'' IRR 1'' IRR 2'' IRR 2'' IRR 6'' IRR 6'' IRR 8'' IRR 8'' IRR 10'' IRR 10'' IRR 12'' IRR 12'' IRR IRRIGATION PROPOSEDEXISTING IRR IRRUNKNOWN 4'' IRR 4'' IRR 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 18 INCH 24 INCH 30 INCH 36 INCH BEL BEL 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL A-1/0 A-1/0 A-1/0 POWER PROPOSEDEXISTING OHP OHPOVERHEAD 3'' BEL 3'' BEL A-4/0 A-4/0 A-4/0 B-1/0 B-1/0 B-4/0 B-4/0 B-4/0 C-1/0 C-1/0 UNDERGROUND 2 INCH 3 INCH 4 INCH 6 INCH 10 INCH 1 PH A 1/0 1 PH A 4/0 1 PH B 1/0 1 PH B 4/0 1 PH C 1/0 8 INCH WSERVICE LATERAL IRRSERVICE LATERAL C-4/0 C-4/0 ABC-4/0 ABC-4/0 ABC-750 SEC SEC SL SL SL A-1/0A-1/0A-1/0 A-4/0A-4/0A-4/0 B-1/0B-1/0 B-4/0B-4/0B-4/0 C-1/0C-1/0 C-4/0C-4/0 ABC-4/0ABC-4/0 ABC-750 SECSEC SLSLSL 1 PH C 4/0 3 PH ABC 4/0 3 PH ABC 750A SECONDARY STREET LIGHT BCTV BCTV BFO BFO TEL TEL BTEL BTEL BTEL COMMUNICATIONS PROPOSEDEXISTING CTV CTVOVERHEAD CABLE TV FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 1'' G 1'' G 2'' G 2'' G 6'' G 6'' G 8'' G 8'' G 12'' G 12'' G GAS PROPOSEDEXISTING G GUNKNOWN 4'' G 4'' G 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 12 INCH 3 INCH HPG HPGHIGH PRESSURE 72'' SD 72'' SDLAND DRAIN FILL FILL LOD LOD GB GB GB HWM HWM 1YR HWM 5YR HWM 10YR CUT CUT CUT HWM 25YR HWM 50YR HWM 100YR X X X X X CUT LINE FILL LINE LIMITS OF DISTURBANCE DITCH GRADE BREAK HIGH WATER MARK HIGH WATER MARK - 1 YEAR EVENT HIGH WATER MARK - 5 YEAR EVENT HIGH WATER MARK - 10 YEAR EVENT HIGH WATER MARK - 25 YEAR EVENT HIGH WATER MARK - 50 YEAR EVENT HIGH WATER MARK - 100 YEAR EVENT FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - PANEL WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY EASEMENT AS NOTED JUT TOP TOP TOP >>> MISCELLANEOUS PROPOSEDEXISTING DEMO TOE TOE UNKNOWN PIPE JOINT UTILITY TRENCH TOE OF SLOPE TOP OF SLOPE DIRECTIONAL FLOWLINE GUARDRAIL RAILROAD TRACKS EDGE OF PAVEMENT top top top toe toe PAINT STRIPE - SOLID PAINT STRIPE - DOUBLE SOLID PAINT STRIPE - BROKEN PAINT STRIPE - BIKE LANE INTERSECTION PAINT STRIPE - LANE DROP PAINT STRIPE - LANE LINE EXTENSION FUT FUT LTG LTG PED PED DET DET EXISTING/PROPOSED TRAFFIC SIGNAL - DETECTION CONDUIT PSH PSH PWR PWR TRAFFIC SIGNAL - FUTURE CONDUIT TRAFFIC SIGNAL - LIGHTING CONDUIT TRAFFIC SIGNAL - PEDESTRIAN CONDUIT TRAFFIC SIGNAL - PUSH BUTTON CONDUIT TRAFFIC SIGNAL - POWER SOURCE CONDUIT (4000) (4002) CONTOUR - MAJOR CONTOUR - MINOR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT D00 G1 35 50 65 80 90 93 99 00 Z D00 66 36 81 51 91 94 97 A 01 G1 00 96 SS OR PROTECT IN PLACEP00P00 SITE PLAN HATCH PATTERNS BUILDING / PAD CONCRETE SIDEWALK / FLATWORK POOL DECK XERISCAPE HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION RIPRAP ADA ACCESS RAMP TRUNCATED DOMES GRAVEL LANDSCAPE AREAS / GRASS DECORATIVE BRICK / SIDEWALK / FLATWORK / LANDSCAPE AREAS EXISTING CONDITIONS & DEMO HATCH PATTERNS ASPHALT DEMO HATCH CONCRETE DEMO HATCH BUILDING DEMO HATCH SHEET C.#.# SHEET C.#.# 4000 4002 C. # . # DE T A I L # (TYPICAL SECTION DETAIL) BO WM CURB AND GUTTER DEMO EX CONDITIONS CONTROL POINT NONE LINE1 # A ## ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 LE G E N D TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 3 C.1.2 11/6/23 14'' w toe e ee pp sd sd pp toetoetoetoetoetoetoetoetoetoetoe toe toe toe toe toe toe toe toe toe toe toe toe toe toptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptop to p top top top top top top top top top top top top top top top top top top top top to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w S ssssss to p to p pptop top top top top top top top top top top top top top top top top top top top top top top to e to e to e to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to p to e to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p top top to e to e to e to e to e to e to e to e to e to e to e to e to e 14'' w S0 ° 1 1 ' 1 6 " W 3 1 2 . 0 0 ' N89°38'47"E 10.00' S0°11'17"W 29.00' S89°38'47"W 20.00' S0°11'17"W 25.00' 48 7 6 48 7 7 4 8 7 8 4 8 7 8 4878 4878 48 7 7 4876 48 7 6 N89°38'47"E 375.00' N0 ° 1 1 ' 1 7 " E 3 6 6 . 0 0 ' S89°38'47"W 365.00' A = 3 9 . 5 0 R =2 5 . 0 0 8 D= 9 0 ° 3 0 ' 2 3 " C =3 5 . 5 2 CB=S45 ° 0 4 ' 5 8 "E N89°38'46"E 312.26' 15 ' PR O P O S E D P . U . E . H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.2.0_EXISTING CONDITIONS & DEMO.dwg - EXISTING CONDITIONS & DEMO - 11/10/2023 01:59pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' 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 ATLAS, FILE NUMBER E212744G AND DATED 10-11-2021. 3.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. DEMOLITION/EXISTING KEY NOTES: EXISTING DITCH TO BE BURIED. DITCH RUNNING NORTH TO SOUTH TO BE PIPED AND BURIED. DITCH RUNNING EAST TO WEST TO HAVE DRAINAGE REROUTED ACCORDING TO DRAINAGE DETAILS EXISTING FENCE EXISTING POWER POLE AND CORRESPONDING OVERHEAD POWER TO BE REMOVED AND RELOCATED AS NEEDED (BY OTHERS) EXISTING ASPHALT EXISTING MISC ON SITE ITEMS, CONTRACTOR TO DETERMINE METHOD OF REMOVAL EXISTING CURB & GUTTER EXISTING STORM DRAIN INLET (TO BE PRESERVED AND RELOCATED TO RE-TIE INTO EXISTING BASIN ) EXISTING STORM DRAIN PIPE EXISTING MAILBOX (TO BE RELOCATED) EXISTING STORM DRAIN MANHOLE D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 PER CITY OF IDAHO FALLS 2004 COORDINATE SYSTEM WHICH COINCIDES WITH IDAHO E-ZONE STATE PLANE NAD 83 CENTRAL MERIDIAN PROTECT IN PLACE NOTES: EXISTING ASPHALT EXISTING SIDEWALK EXISTING TRAFFIC LIGHT EXISTING DITCH EXISTING BURIED ELECTRIC EXISTING ELECTRICAL BOX EXISTING POWER POLE EXISTING OVERHEAD POWER EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAINLINE EXISTING WATER MAIN LINE EXISTING WATER VALVE EXISTING STORM DRAIN INLET EXISTING STORM DRAIN MAINLINE EXISTING STORM DRAIN MANHOLE EXISTING APPROACH EXISTING CULVERT EXISTING CURB & GUTTER EXISTING STRIPING P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 - VERTICAL CONTROL DATUM BASED ON NAVD88 CP#1 ELEV: 4878.86' N: 797934.45' E: 758920.65' FOUND: 5/8 IR CP#2 ELEV: 4878.92' N: 797934.27' E: 758895.60' FOUND: 5/8 IR CP#3 ELEV: 4878.11' N: 797932.01' E: 758520.57' FOUND: 5/8 IR CP#4 ELEV:5875.38' N: 797565.99' E: 758519.44' FOUND: 5/8 IR CP# SHEET NOTE BASIS OF BEARING CONTROL POINTS SURVEY NOTE ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 EX I S T I N G C O N D I T I O N S & D E M O TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 4 C.2.0 CP# 1CP# 2CP# 3 CP# 4 P01 P01 P01 P02 P02 P03 P03 P04 P05 P06 D03 D03 D03 P09 P10 P10 P11 P12 P13 P14 P15 D07 D08 P16 P17 P17 P17 P17 P18 P18 P18 P19 P19 D01 D01 D01 D01 D01D01 D02D02 D02 D03 D03 D03 D04 D04 D04D06 D05 ±11,500 SF OF ASPHALT DEMO D06 ±10 SF OF CURB AND GUTTER DEMO MOODY 2N D E A S T PROPOSED BUILDING FOOTPRINT D09 PATCH BACK TO MATCH EXISTING SURFACE D10 P16 11/6/23 14'' w toe e ee sd to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w S ssssssss pp pp 14'' w H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.0_OVERALL SITE PLAN KEYMAP.dwg - OVERALL SITE PLAN KEYMAP - 11/10/2023 01:59pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 OV E R A L L S I T E P L A N K E Y M A P TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 5 C.3.0 PLAN & PROFILE - MOODY SHEET C.5.2 SITE PLAN DETAILS SHOWN ON SHEET C.3.1 & C.3.2 GRADING PLAN DETAILS SHOWN ON SHEET C.4.0 PL A N & P R O F I L E - M O O D Y SH E E T C . 3 . 2 SI T E P L A N D E T A I L S S H O W N O N S H E E T C . 3 . 1 & C . 3 . 2 GR A D I N G P L A N D E T A I L S S H O W N O N S H E E T C . 4 . 0 OVERALL SITE PLAN SHEET C.3.1 SITE PLAN DETAILS SHOWN ON SHEET C.3.2 GRADING PLAN DETAILS SHOWN ON SHEET C.4.0 PR I V A T E D R I V E 11/6/23 R18 . 5 ' 11.4' 3. 9 ' 9. 1 ' 7.7' 5' 6. 8 ' R3 0 ' 5'6.5' 3. 9 ' 0.8'6'4.5' R23. 5 ' 6.5 ' 3. 9 ' R15 ' R22 . 5 ' 43.4' 19 . 5 ' 5' 2. 4 ' 27.2' 12 2 ' 244.6' 21.5' 13 ' 29 ' 5.1' 5.1'36 . 6 ' 10 . 2 ' 5' 8' 3' 3' 8' 4.5'17.2' 37 . 6 ' 246.6' 7. 8 ' 38 ' 20 ' TY P 9.8' TYP 3.5' TYP 287.6' 12 2 . 3 ' 32 7 ' 8. 8 ' 8.8' 24' 297.2' 5' 5.9' 6'24' 6. 5 ' 291.2' 5' R15' 19. 3 ' 19. 3 ' 22 0 . 3 ' R10' 15 ' 16 . 4 ' 26 ' 26 ' 25 ' 24.3' 24.5' 14 . 5 ' 35 ' 150' 7. 7 ' 5' 37.1' 73.5'74'37.1' 4' 26 ' 38 ' 4' 12' 12.1' 4. 9 ' 6' 16.6' 3' 4. 5 ' 11.6'7' 7' 22' 3'9.5' 55.1'34'3.3' 14' 5. 1 ' 5. 1 ' 5. 1 ' 207.2'8' 3' 20 . 2 ' 4. 5 ' 22.1' 17 . 1 ' 5' R18. 5 ' 5' 5' 6. 5 ' 10' 11.2' 1 0 . 9 ' 8.7 ' 11' R 2 3 . 5 ' 1 5 . 2 ' 17.3' 37.5' 11 9 . 3 ' 26' 2.5' 24' R1 5 ' R10' 4' 4'5. 4 ' 8' R10. 5 ' R 1 0 ' R4' R4'0. 8 ' 5' R 1 4 ' R 1 8 ' 4'4' 5' 4'4' 5' 36.5' 19 ' R2' 9.8' TYP 3.5' TYP 20 ' TY P 9' TYP 20 ' T Y P 14'' w toe e ee sd to b to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w S ssssssss pp pp 14'' w 25 ' 12 . 5 ' 3' 3'3' 3' 26 ' 3. 5 ' 3. 5 ' 4' 19.3' 19 8 . 6 ' R1 1 . 5 ' R3 ' 14 . 5 ' 14 . 5 ' 3'3'6' 7. 6 ' 3'3' 14 ' 14 ' R11 . 5 ' 12' 7' 10' 10 ' 10' 17 ' 7' 2'2' 11 ' 3' 7. 6 ' 3' 5' 31.9' 5' 55.9' 10' 10 ' 17 ' R 2 'R2' 13' R6' R 3 ' 32'171.5' 15 ' 11 . 5 ' 5' 5. 8 ' 8.7' 8. 7 ' 6.3' 6.3' 21' 20.9' 13.4' R7 . 5 ' R29 . 5 ' R 1 2 . 5 ' H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.1_SITE PLAN.dwg - SITE PLAN - 11/10/2023 02:00pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. SITE PLAN KEYNOTES INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.1) INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.1) INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 2 SHEET C.3.1 TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B (2020) UNLESS OTHERWISE NOTED INSTALL BOLLARD PER DETAIL 3 SHEET C.3.1 ADA SIGN PER DETAIL 4 SHEET C.3.1 INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD - 712A (2020) INSTALL LANDSCAPE PER LANDSCAPE PLAN STRIPING PER MUTCD STANDARDS INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE SHEET C.3.1 AND CITY OF REXBURG STANDARDS INSTALL TRASH ENCLOSURE PAD PER DETAIL 5 SHEET C.3.1 INSTALL "NO ENTRY" SIGN PER MUTCD STANDARDS INSTALL CURB TRANSITION PER ISPWC SD-707 (2020) (LENGTH PER PLANS) INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL WHEEL BLOCK INSTALL HEATED CONCRETE PER MANUFACTURES SPECIFICATIONS INSTALL RIGHT TURN ONLY SIGN PER MUTCD STANDARDS INSTALL TRAFFIC LIGHT PER ELECTRICAL PLANS INSTALL COMMERCIAL APPROACH PER CITY OF REXBURG STANDARDS SHEET 7 INSTALL CURB PER DETAIL 6 SHEET C.3.1 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 SI T E P L A N TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 6 C.3.1 MOODY RD N 2 N D E PROPOSED BUILDING ± 5443 SF 02 02 02 02 02 01 01 03 03 03 04 03 03 03 03 03 03 03 03 03 04 03 03 03 03 03 03 04 03 03 03 03 03 04 04 03 03 0404 04 04 06 06 06 06 06 06 06 07 08 09 09 10 10 10 10 10 10 10 10 10 10 10 10 STORM SWALE 111111 11 12 12 12 13 03 04 03 14 10 05 05 11 11 17 11 10 18 18 C.3.2 6 09 09 04 04 04 04 20 18 02 01 19 36' 14 04 04 04 04 03 03 04 03 MISCELLANEOUS KEYNOTES INSTALL LIGHT POLEA A 03 22 22 0101 10 10 10 12 12 14 ' 18' 12 14 14 14 06 03 03 03 03 03 03 04 03 03 0303 04 04 11 11 11 04 04 04 09 09 10 11 12 6' 40 ' 6' MATCH CITY CURB DURING INSTALL 05 05 03 04 04 03 16 21 A 10 10 06 14 25' 24' 19 R8 . 5 ' R 8 . 5 ' R0.5' R1' R 1 ' 2. 9 ' 20 . 1 ' 14 'R7 . 5 ' R 2 9 . 5 ' R7.5' 04 04 03 03 11/6/23 FOÑ>JÑK=>JÑ>JBSEVÑGI:M:EK>EYÑB:XKÑKLIEÑ CFM:C:EKJÑ2GG:SIJÑKFÑT:ÑKFFÑJCSBB CAR PARKING CAR PARKING 39.5' 6.5' FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3 SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS SCALE: NTS. MOODY ROAD FULL ROW TYPICAL STREET SECTION6 C.3.1 2.5' 5' 0.5' P/L GEOTEXTILE FABRIC BELOW AND UP SIDES 20" GRANULAR BORROW 4" - 3/4" AGGREGATE BASE CHIP AND SEAL COAT (FULL WIDTH) 3" ASPHALT PLANT MIX PAVEMENT 2%2% GRANULAR BORROW 2% 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 6" VERTICAL CURB & GUTTER PER CITY OF REXBURG STANDARDS, SHEET 6 12" TYP PROPERTY LINE TO PROPERTY LINE 27.5'27.5' 9'12.5'12.5'9'12' CL BACK OF CURB TO CENTERLINE LANDSCAPE TRAFFIC LANE TRAFFIC LANE LEFT TURN LANE 12" TYP H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.2_SITE PLAN DETAILS.dwg - SITE PLAN DETAILS - 11/10/2023 02:00pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 SI T E P L A N D E T A I L S TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 7 C.3.2 PARKING ANALYSIS REQUIREMENTS REQUIRED PROVIDED PARKING STALLS 16 31 ADA STALLS 1 1 TOTAL 17 32 BUILDING ANALYSIS BUILDING MAIN FLOOR BUILDING AREA (TOTAL = 55,980 SF)± 5,443 SF MAX BUILDING HEIGHT 28' BUILDING TYPE (IBC) *II-B* SPRINKLED IBC OCCUPANCY CLASSIFICATION AI, AII, AIII NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. 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 ATLAS DATED OCTOBER 11, 2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1, ISPWC. - IT WILL BE REQUIRED FOR ATLAS 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: FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT PREPARED BY ATLAS, FILE NUMBER EG212744G AND DATED OCTOBER 11, 2021 PC FLEXIBLE PAVEMENT SECTION SUMMARY CLASSIFICATION LIGHT DUTY HEAVY DUTY ASPHALTIC CONCRETE 2.5"3.0" CRUSHED AGGREGATE BASE 4.0"4.0" STRUCTURAL SUBBASE 10.0"14.0" SUBGRADE PREPARATION (MAX LIFT PER GEOTECHNICAL REPORT) SEE PAVEMENT SUBGRADE PREPARATION SECTION SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT PREPARED BY ATLAS, FILE NUMBER E212744G AND DATED OCTOBER 11, 2021 MATERIAL SPECIFICATIONS: ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE GEOTECHNICAL REPORT (PREPARED BY ATLAS DATED OCTOBER 11, 2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1. LD - IT WILL BE REQUIRED FOR ATLAS PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION HD SECTION VA R I E S 3' M I N " 1 3 / 8 " 3" M I N . 9"9" SMOOTH SLOPED MORTAR CAP PAINTED ASPHALT PAVEMENT OR CONCRETE WHERE OCCURS SEE PLAN 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW 18" DIA. CONCRETE FOOTING (2) #6 BARS 12" LONG EACH WAY WELD TO PIPE CAP TOP OF POST 3/8"X3 1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT 6' - 0 " 4" 18 " 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 SCALE: 1 C.3.1 FLAT PAN CURB & GUTTER NTS 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 1. 0 ' 0. 5 ' 0. 5 ' 2''± 4'' 1.5' 0.5' 1' SCALE: 4 C.3.1 TYPICAL HANDICAP SIGN DETAIL NTSSCALE: 3 C.3.1 PIPE BOLLARD DETAIL NTS SCALE: 5 C.3.1 TRASH PAD DETAIL NTSSCALE: 2 C.3.1 DEPRESSED HEAD FLAT PAN CURB & GUTTER NTS 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 0. 5 2 ' 0. 5 ' 0. 0 2 ' 1''± 5'' 1.5' 0.5' 1' 1'-11"1'-11" 10'-2" 7'- 0 " SCHEDULE 40-4"Ø STEEL BOLLARDS 4'-0" ABOVE GROUND3'-0" BELOW GROUND SET INCONCRETE (TYPICAL 3 PLACES) 6" THICK CONCRETE PAD 5'-4" 1'- 0 " 9'-2" MIN INSIDE DIMENSION 6' - 0 " M I N I N S I D E D I M E N S I O N 6' HIGH SOLID PRIVACY FENCEMUST BE ATTACHED TO CONCRETE PAD AS APPROVED BY CITY ENGINEER. PRIVACYMATERIALS INCLUDE: STONE,MASONRY BLOCK, WOOD, VINYL, OR CHAIN LINK FENCING WITH SLATS. SL O P E 1% M A X LANDSCAPING TABLE OVERALL SITE LANDSCAPING SITE AREA = 60,576 SF TOTAL HARDSCAPE = 48,238.6 SF (79.7% OF SITE) TOTAL LANDSCAPING = 12,337.4 SF (20.3% OF SITE) *(20% MINIMUM LANDSCAPING REQUIRED OF TOTAL SITE SF) 3 STALLS PER 1000 SF OF BUILDING PER CITY OF REXBURG REQUIREMENTS 5,443 SF/1000 SF = 5.443 5.443*3 = 17 STALLS SCALE: 6 C.3.1 FLAT PAN CURB & GUTTER DIVIDER NTS 3/4" GRAVEL ROAD BASE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT OR CONCRETE 1. 0 ' 0. 5 ' 0. 5 ' 1' 0.5' 1' 11/6/23 14'' w toe e ee sd to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w S ssssssss pp pp 14'' w FFE: 4876.67 TOC: 4876.11 TOC: 4875.96 FG: 4877.18 TOC: 4877.30 TOC: 4877.22 TOC: 4875.94 TOC: 4876.05 TOC: 4875.56 TOC: 4875.65 TOC: 4875.68 TOC: 4875.59 FG: 4877.19 FG: 4877.20 FG: 4877.22 1. 6 % 2 . 1 % 2. 0 % 1. 8 % 1. 5 % 1. 5 % 1. 8 % 5.0% 4. 4 % 2.9% 1.5% 1. 8 % 1.8% 2. 4 % 3 . 1 % 4.6% 2.9% 2. 5 % 3.3% 3.2% 1 . 8 % 2.5% 1.5% 1.5% 1. 7 % 1 . 5 % 6. 8 % 1 . 6 % 1. 5 % 1 . 6 % 1.2 % 1.2 % 1.4% 1.4% 1.7 % 1. 7 % 2 . 2 % 1.3% 1.2% 2.5 % 1.9 % 1. 9 % 3.1 % TBC: 4875.92 TBC: 4875.91 TBC: 4875.91 TBC: 4875.90 TBC: 4876.01 TBC: 4876.02 TBC: 4876.01 TBC: 4876.01 TBC: 4875.87 TBC: 4875.86 TBC: 4875.87 TBC: 4875.90 TOA:4875.40 TOA:4875.41 TOA:4875.40 TOC: 4875.42 TOC: 4875.52 TOC: 4875.52 TOC: 4875.52TOC: 4875.52 TOC: 4875.37 TOC: 4875.39 TOC: 4875.37TOC: 4875.37 FFE: 4876.50 FL: 4876.62 TOC: 4877.18 TOC: 4877.26 TOC: 4877.26 TOC: 4877.28 1. 3 % 1. 5 % 1. 2 % 1.9 % 1. 6 % 1 . 6 % 1. 8 %1.7% 1. 6 % 1. 7 % 0. 0 % 1. 2 % 1. 8 % 1. 2 % 1. 3 % 1. 2 % 1. 9 % 1.6% 2.0% 1.5 % 1. 5 % 1.7% 2. 0 % TOA:4875.38 TOA:4876.53 TOA:4875.89 TOA:4875.89 TOC: 4875.50 TOC: 4875.50 TOA:4875.89 TOA:4875.89 TOC: 4875.34 TOC: 4875.34 TOA:4875.61TOA:4876.25TOA:4875.77 TBC: 4876.19 TBC: 4876.16 TOA:4876.74 TOA:4876.71TOA:4876.69 TOC: 4875.38 TBC: 4876.11TOA:4875.66 TOA:4876.19 TBC: 4876.27 TBC: 4876.38 TBC: 4876.39 TBC: 4876.36 TBC: 4876.38 TOC: 4877.25 TBC: 4877.03 TBC: 4877.19 TBC: 4877.21 TBC: 4877.24 TBC: 4876.75 1. 9 % 0.8% 1. 2 % 1.0% 1. 5 % 1. 5 % 3.2% 2.0% 2. 4 % 0. 5 % 2 . 6 % 2 . 5 % 2 . 4 % 1 . 7 % TOA:4876.37 1 . 3 % 1.2 % 1.4% 1.4% 1 . 6 % TOA:4876.21 2 . 2 % 1.7% 1. 8 % 2.6 % TOG:4875.65 1.2% 1.2% 1.2% 0.5% 0.4% 1.1 % 0. 4 % 1. 2 % 1. 0 % 1. 2 % 1. 4 % 1. 9 % 0. 6 % 0. 7 % 2.4% 5.0% 5.0% 0. 5 % 3. 3 % 2. 4 % 2. 4 % 2. 5 % 1. 9 % 1 . 4 % 1.6 % 2.4% TOA:4876.80 3 . 6 % 0. 7 % 1.3% 1.3%1.0%3.9% 2.5%1.0%1.3%1.9% 1.1% 1.0% 1.0% 1.4% 1.4% 1.0% 1.6%2.0%1.3% 0. 7 % 2. 7 % 0. 1 % 0.9%0.1%0.4%0.1%0.4% 1. 1 % 3.8 % 1.0%2.3% 3.9% 3.3% 1.4% TOC: 4877.25 TOC: 4877.29 TOC: 4877.29 1.6% 1.0% 1. 5 % 1. 5 % 0. 5 % 0. 5 % 1. 5 % 1 . 6 % 1 . 6 % 2. 1 % 2.1 % 1.6% 1.8% 2.0% 2. 1 % 2.1 % 2.1 % 2. 1 % 2.1 % 2.1 % 2 . 1 % 2.1 % TOG:4875.30TOG:4875.35 TOG:4875.46 TRENCH DRAIN TOG:4876.51 0 . 5 % LS LANDSCAPE TOG:4877.09 1.5% 1.6% 1.6% 1.3 % 0.1% 1 . 8 % 1. 9 % 1. 9 % 2.0 % 2.0%1.6% 1 . 8 % FG: 4877.10 FG: 4876.50 FFE: 4877.22 FFE: 4877.22 FFE: 4876.51 FG: 4876.51 FG: 4876.51 FG: 4877.14 FG: 4877.14 FFE: 4877.16 FFE: 4877.34 FFE: 4877.34 FFE: 4877.14 FFE: 4876.50 FFE: 4877.29 FFE: 4877.14 FFE: 4877.14 0.9% 4877 4 8 7 8 48 7 6 4876 4 8 7 6 4 8 7 8 4 8 7 7 4876 4 8 7 8 4878 4878 4879 48 7 8 48 7 8 48 7 7 48 7 5 48 7 7 48 7 8 48 7 7 48 7 5 48 7 5 4 8 7 7 48 7 5 4877 4879 4877 4877 4 8 7 6 48 7 6 4878 4878 4878 48 7 6 48 7 7 4876 4876 48 7 6 0.8% 2.5 % TBC: 4876.15 1.6% 1. 8 % 1.6% 1.6 % 1 . 6 % 1 . 6 % 2.0% 1.9% 2. 3 % 1.0% FG: 4876.45 TBC: 4877.56 TBC: 4876.74 TBC: 4876.72 2. 9 % 2. 5 % 1 . 5 % 1.3 % 2.1 % 2.1%2.1 % 2.3% 4.2% TBC: 4876.17 1.9% 0.6% 1.2% 0. 5 % 0. 7 % 0. 7 % 0.6% 0.5% 0.6%3.1% 0. 5 % TOA:4875.64 0.6%0.6% 1. 2 % 1. 5 % 1. 2 % 1. 4 % 0 . 3 % 1.4 % 1 . 4 % 1.1% TBC: 4876.60 1.2% 0. 7 % 1. 1 % 1.8% 2 . 2 % 2.8% 2.3% 1.3% 1. 9 % 2.4 % 1.3% 2.6% TBC: 4877.31TOA:4876.27 1.0% 1.5% 1.6% 1.6% TBC: 4877.00 TBC: 4877.07 TBC: 4876.97 TBC: 4876.68TBC: 4876.66TBC: 4876.73 TBC: 4876.96 TBC: 4877.23 TBC: 4877.28 TBC: 4877.42 TBC: 4877.57 TBC: 4877.55 TBC: 4877.71 TBC: 4877.44 TBC: 4877.57 TBC: 4877.35 TBC: 4877.75 TBC: 4877.96 TBC: 4878.39 DTBC: 4878.14 TBC: 4878.08 TBC: 4878.07 DTBC: 4878.31 TBC: 4878.09 TBC: 4876.80 TBC: 4876.93 TBC: 4876.78 TBC: 4876.73TBC: 4876.53 TBC: 4876.44 TBC: 4876.20 TBC: 4876.84 TBC: 4877.24 TBC: 4877.39 TOC: 4878.11 TOC: 4878.04 TOC: 4878.33 TOC: 4878.34 TOC: 4876.66 TOC: 4876.66 TOC: 4876.61 TOC: 4876.61 TOC: 4876.89 TOC: 4876.89 TOC: 4876.89 TOC: 4876.89 FG: 4876.75FG: 4876.61 DTBC: 4876.95 DTBC: 4877.12 DTBC: 4877.00 DTBC: 4876.98DTBC: 4877.10 DTBC: 4877.26 DTBC: 4876.19 DTBC: 4877.81 3.3% 2.5% 2.7% 3.0% TOA:4876.89 TOA:4876.62 TOA:4876.50 TOA:4876.92 TOA:4876.96 TOA:4877.24 TOA:4877.21 TOA:4877.04 TOA:4877.07 TOA:4876.37 TOA:4876.46 TOA:4876.47 TBC: 4876.97 TBC: 4876.96 TOA:4876.89 DTBC: 4876.08 TBC: 4876.54 TOA:4876.04 TOA:4876.18 TOA:4877.87 TOA:4877.58 TOA:4876.05 TOA:4876.17 TOA:4876.57 TOA:4876.47 TOA:4877.13 TOA:4877.07 TOA:4876.23 TOA:4876.65 TOA:4876.43 TOA:4876.81 TBC: 4877.15 TBC: 4877.31 TOC: 4877.89 TBC: 4878.06 DTBC: 4877.64 DTBC: 4877.69 TBC: 4878.22 TBC: 4878.29 TBC: 4878.61 METBC: 4878.58 TBC: 4878.09 TBC: 4876.82 DTBC: 4876.43DTBC: 4876.30 TBC: 4876.25 TOC: 4878.53 TOC: 4878.55 TOC: 4878.63 TOC: 4878.61 TOC: 4878.67 TOC: 4878.59 TOC: 4878.61 TOC: 4878.69 TOC: 4878.70 TOC: 4878.63 TOC: 4878.65 TOC: 4878.59 TOC: 4878.32 TOC: 4878.18 TOC: 4878.19 TOC: 4878.14 TOC: 4877.66 TOC: 4878.16 TOC: 4878.23 TOC: 4876.53 TOC: 4876.39 TOC: 4876.47 TOC: 4876.61 TOC: 4876.30 TOC: 4876.43 TOA:4876.74 METOA: 4878.61 METOA: 4878.93METOA: 4878.23 TBC: 4876.62 TOC: 4878.22 TBC: 4878.00 TBC: 4878.00 DTBC: 4877.69 DTBC: 4877.77 TBC: 4878.32 DTBC: 4877.93 DTBC: 4878.14 TBC: 4878.55 TOA:4877.81 TOA:4877.89 TOA:4878.05 TOA:4878.13TOC: 4878.25 TOC: 4878.52 TOC: 4878.67 METOA: 4878.59 TOC: 4878.19 TOC: 4878.27 TOC: 4878.43 TOC: 4878.50 TOC: 4878.60 TOC: 4878.14 TBC: 4877.04 TOG:4876.69 TOG:4876.69 TBC: 4877.05 TOA:4877.19 TOA:4876.53 TOA:4876.24 TBC: 4877.72 TBC: 4876.56 TBC: 4877.89 TBC: 4876.33 DTBC: 4876.72 TBC: 4876.38 TBC: 4877.05 TBC: 4877.15 TBC: 4877.00 TBC: 4876.96 FG: 4877.22 TBC: 4876.94 TBC: 4876.68 TOC: 4877.22 TOC: 4876.74 TOC: 4876.78 TBC: 4877.41 TBC: 4877.13TOA:4877.39 TOC: 4877.39 DTBC: 4877.15 TOA:4876.18 TOA:4876.41 TOA:4876.00 TOA:4875.60 TBC: ??? DTBC: 4876.71 TBC: 4877.14 TOA:4876.41 DTBC: 4876.44 TOA:4876.63 DTBC: 4877.13 TBC: 4877.16 TOA:4876.66 TOA:4876.64 BOS: 4875.50 TOS: 4876.50 BOS: 4875.50 TOS: 4876.50 TOA:4876.64 TOA:4876.67DTBC: 4876.89 TOA:4876.01 TOA:4877.17 TOA:4875.40 TOA:4876.47 TOA:4876.60 TOA:4876.93 TOA:4876.89 TOA:4876.88 TBC: 4877.89 TOA:4876.18 TOC: 4876.76 TBC: 4876.44 TBC: 4876.44 TOA:4876.61 TOC: 4876.46TOC: 4876.12 FFE: 4877.22 TOC: 4877.22 TOC: 4877.15 TOG & DTBC: 4875.73 TOG:4875.52 TBC: 4876.02 TOC: 4877.22 FFE: 4877.22 FFE: 4877.22 FFE: 4877.22 TOC: 4876.56 TOC: 4876.46 TBC: 4876.96 DTBC: 4875.91 TOA:4875.91 TOC: 4875.91 TOA:4875.73 TOA:4875.73 TBC: 4876.43 TOA:4875.93 TOC: 4875.93 TBC: 4876.29 TOA:4875.79 TOC: 4875.79 DTBC: 4876.32 TOC: 4876.29 TOA:4876.45 TBC: 4876.95 TBC: 4876.81 TOC: 4876.31 TOA:4876.09 TBC: 4876.59 TBC: 4876.57 TOC: 4876.07 DTBC: 4876.02 TOC: 4876.00 TOA:4876.12 DTBC: 4876.14 BOS: 4875.51 TOS: 4876.50 BOS: 4875.51 TOS: 4876.50 1. 5 % 0.1% 1.9% TOC: 4878.06 TOC: 4877.82 METOC: 4877.51 METBC: 4877.57 METOC: 4877.65 METBC: 4877.93 TOC: 4878.00 TOC: 4878.24 DTBC: 4877.66 DTBC: 4877.85 TOC: 4878.14 TOC: 4878.31 TOG:4876.19TBC: 4876.69 TOG:4877.22 48 7 7 4876 4 8 7 6 48 7 6 487 6 4876 4 8 7 6 4876 4 8 7 6 487 6 4876 4876 48 7 6 4877 4877 4877 48 7 8 487 7 48 7 8 48 7 8 4876 487 6 4876 4 8 7 6 48 7 7 METOC: 4877.73 4877 48 7 8 TBC: 4877.58 METOA:4877.60 TOC: 4877.91 TBC: 4878.61 TBC: 4878.31 TBC: 4878.56 TBC: 4878.39 TBC: 4878.44 TBC: 4878.47 TBC: 4878.47 TBC: 4878.40TBC: 4878.53 TBC: 4878.76 TBC: 4878.69 TBC: 4878.37 TOA:4875.80 DTBC: 4877.70 TOA:4877.67 TOA:4878.26 TOA:4877.79 TOC: 4877.79 TOA:4877.06 DTBC: 4877.15 TOA:4878.11TBC: 4876.85 1.4% 1.3% 2. 0 % 2.1% 2. 0 % 1. 0 % 0. 8 % 2. 2 % TBC: 4878.41 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0_GRADING PLAN.dwg - GRADING PLAN - 11/10/2023 02:14pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' LEGEND TOA: TOP OF ASPHALT METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB METBC: MATCH EXISTING TOP BACK CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOS: TOP OF SWALE BOS: BOTTOM OF SWALE TOG: TOP OF GRATE -CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS -ALL ELEVATIONS ARE FG -BUILDING FFE LABELS ARE BOXED SHEET NOTE ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 GR A D I N G P L A N TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 8 C.4.0 MOODY 2N D E -GRADE BREAK LEGEND CONTRACTOR TO MATCH EXISTING ASPHALT PROPOSED BUILDING FFE VARIES ON BUILDING FOOTPRINT. SEE BOXED ELEVATION POINTS ABOVE FOR BUILDING FOOTPRINT ELEVATIONS. 11/6/23 toe e ee sd ss ss ss ss ss ss ss ss ss ss ss ss w w S ssssss 14'' w 100' 37 . 9 ' 36 5 . 9 ' 41.7' 20 ' 61' 58' TOA:4876.57 TOA:4876.37 TOA:4875.82TOA:4875.52 SD SS SS 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W S SS SS SS SS S SSSSSSSS SSSS SS SS SD SD SD SD SSSS SS SS SS SS 6'' SS6'' SS 6'' S S 6'' S S 6'' S S 6'' S S 6'' S S 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 16'' W IR IR IR IR IR SS SS S 6'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W s ssssssSSSSSSSSSSSSSSS SD 8'' W 8'' W SD SSMH - 1RIM: 4876.52 INV IN: 4857.37 12" (E) INV IN: 4857.70 8" (N) INV IN: 4857.70 8" (S) INV OUT: 4857.27 12" (W) SD SD SD SS S D SD SD ROOF DRAIN 4 RIM: 4877.31 INV OUT: 4874.31 6" (E) SD ROOF DRAIN 3 RIM: 4877.24 INV OUT: 4874.22 6" (N)SD ROOF DRAIN 1 RIM: 4877.21 INV OUT: 4873.77 6" (N)SD ROOF DRAIN 2 RIM: 4877.21 INV OUT: 4874.21 6" (N) SD 6" 90 DEG ELBOW 2 RIM: 4877.17 INV IN: 4873.63 6" (S) INV OUT: 4873.63 6" (E) SD 6" 90 DEG ELBOW 1 RIM: 4877.16 INV IN: 4874.15 6" (S) INV OUT: 4874.15 6" (W) SD 6" TEE RIM: 4877.10 INV IN: 4873.99 6" (E) INV IN: 4873.99 6" (S) INV OUT: 4873.99 6" (W) SD LS DRAIN RIM: 4877.09 INV IN: 4873.59 6" (W) INV IN: 4873.17 6" (SE) INV OUT: 4873.07 12" (NW)SD TRENCH DRAIN RIM: 4876.51 INV OUT: 4873.48 12" (W) SD INLET 4 RIM: 4876.19 INV OUT: 4873.69 6" (NW) SD INLET 6 RIM: 4875.46 INV IN: 4871.70 12" (E) INV IN: 4871.62 12" (W) INV IN: 4872.10 12" (SE) INV OUT: 4871.52 12" (N) SD INLET 1 RIM: 4875.52 INV IN: 4872.60 12" (E) INV OUT: 4872.50 12" (N) SD INLET 5 RIM: 4875.30 INV OUT: 4872.30 12" (W) SD INLET 7 RIM: 4875.35 INV IN: 4871.89 12" (S) INV OUT: 4871.79 12" (E) 16LF OF 6" S.D. @ 1.00% 52L F O F 6 " S . D . @ 1 . 0 0 % 37LF OF 6" S.D. @ 1.95% 7LF OF 6" S.D. @ 3.36% 7LF OF 6" S.D. @ 1.00% 94 L F O F 1 2 " S . D . @ 0 . 2 2 % 78LF OF 12" S.D. @ 0.76% 79LF OF 12" S.D. @ 0.22% 3LF OF 6" S.D. @ 5.00% 20LF OF 6" S.D. @ 2.60% 52LF OF 1 2 " S . D . @ 1 . 7 1 % 48LF OF 6" S.D. @ 1.54% SD INLET 2 RIM: 4875.73 INV IN: 4872.29 12" (S) INV OUT: 4872.19 12" (E) 67LF OF 12" S.D. @ 0.22% 21LF OF 12" S.D. @ 0.22% 19LF OF 12" S.D. @ 2.29% SDMH 1 RIM: 4875.68 INV IN: 4871.56 12" (N) INV IN: 4871.48 12" (S) INV OUT: 4871.38 12" (W) 19LF OF 12" S.D. @ 0.22% SD INLET 8 RIM: 4875.65 INV OUT: 4872.00 12" (S) 16LF OF 6" S.D. @ 1.00% SD CLEANOUT 2 RIM: 4874.49 INV IN: 4873.47 6" (E) INV IN: 4873.47 6" (W) INV OUT: 4873.47 6" (N) SDMH 2 RIM: 4873.75 INV IN: 4872.04 12" (W) INV IN: 4872.73 6" (S) INV OUT: 4871.94 12" (N) 23LF OF 12" S.D. @ 0.22% 8 4 L F O F 1 2 " S . D . @ 1 . 1 6 % 13LF OF 12" S.D. @ 0.22% EX INLET RELOCATED RIM: 4874.46 INV OUT: 4872.94 12" (SE) SD INFILTRATOR INVERT RIM: 4875.90 INV IN: 4871.33 12" (E) SDMH 3 RIM: 4877.76 INV IN: 4872.91 12" (NW) H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0_DRAINAGE & UTILITIES.dwg - DRAINAGE & UTILITIES STORM & WATER - 11/10/2023 02:02pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL ROOF DRAIN BUILDING CONNECTION PER DETAIL 1 SHEET C.5.4. INCLUDE PLUG BASED ON CONNECTION PIPE SIZING. CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL STANDARD 2' X 3' STORM DRAIN CURB CATCH BASIN PER STD IF - 604 SHEET 1 OF 2 (2022) INSTALL STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR PER STD IF - 612B (2022) INSTALL STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND SLOTTED GRATE PER STD IF - 612B (2022) INSTALL TYPICAL INFILTRATION DETAIL PER DETAIL 2 SHEET C.5.4 INSTALL STORM DRAIN CLEAN OUT INSTALL STORM DRAIN MANHOLE WITH SLOTTED GRATE PER STD IF - 612B (2022) INSTALL 6" 90° ELBOW INSTALL 6" X 6" TEE 66 67 68 69 70 71 72 73 74 75 WATER KEYNOTES INSTALL 2" DOMESTIC WATER SERVICE PER CITY OF REXBURG STD - 402 (2022). CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD), LENGTH PER PLAN, MUST MAINTAIN 5' COVER POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" PLUG INSTALL FIRE HYDRANT W/ GATE VALVE PER STD IF - 404 (2022) 37 38 39 40 41 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 DR A I N A G E & U T I L I T I E S S T O R M & W A T E R TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 9 C.5.0 66 66 66 66 66 67 67 67 66 68 69 7070 70 68 71 72 73 7475 37 37 38 38 39 39 40 MOODY RD N 2 N D E PROPOSED BUILDING SF: ±5,440 INFILTRATION DRAINAGE SUMMARY FOUND ON TABLE ON SHEET C.5.4 -INFILTRATION DRAINAGE SUMMARY FOUND ON TABLE ON SHEET C.5.4 SHEET NOTE41 68 66 39 66 66 74 66 66 66 69 70 66 66 67 66 67 66 68 66 RIGHT OF WAY INLET TO BE RE-USED AFTER RELOCATION. MATCH EX MANHOLE INVERT 69 11/6/23 toe e ee sd ss ss ss ss ss ss ss ss ss ss ss ss w w S ssssss 14'' w SD SS SS 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W S SS SS SS SS S SSSSSSSS SSSS SS SS SD SD SD SD SSSS SS SS SS SS 6'' SS6'' SS 6'' S S 6'' S S 6'' S S 6'' S S 6'' S S 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 36'' SD 16'' W IR IR IR IR IR SS SS S 6'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W s ssssssSSSSSSSSSSSSSSS SD 8'' W 8'' W SD SSMH - 1RIM: 4876.52 INV IN: 4857.37 12" (E) INV IN: 4857.70 8" (N) INV IN: 4857.70 8" (S) INV OUT: 4857.27 12" (W) SD SD SD SS S D SD SSMH - LS - 1 RIM: 4875.61 INV IN: 4866.89 6" (S) INV OUT: 4866.89 6" (W) INV OUT: 4866.89 4" (E) SS CO 9 RIM: 4877.43 INV IN: 4871.07 6" (E) INV IN: 4871.07 6" (N) SS PLUG 1 RIM: 4877.19 INV OUT: 4871.26 6" (W) SS TRASH PIT RIM: 4877.09 INV OUT: 4871.70 6" (N) INV OUT: 4871.19 6" (S)SS PLUG 6 RIM: 4876.69 INV OUT: 4870.67 6" (N) SS PLUG 5 RIM: 4876.69 INV OUT: 4871.67 4" (N) SS PLUG 4 RIM: 4876.69 INV OUT: 4871.69 4" (N) SS PLUG 3 RIM: 4876.69 INV OUT: 4872.69 6" (N)SS PLUG 2 RIM: 4877.22 INV OUT: 4873.22 4" (W) SS CO 2 RIM: 4876.58 INV IN: 4871.54 6" (E) INV OUT: 4871.54 6" (N) SS CO 1 RIM: 4876.56 INV IN: 4872.63 6" (S) INV OUT: 4872.63 6" (W) SSMH - 1 RIM: 4876.52 INV IN: 4857.70 8" (S) INV OUT: 4857.27 12" (W) SS TEE 1 RIM: 4876.01 INV IN: 4858.86 8" (S) INV IN: 4858.94 6" (E) INV OUT: 4858.86 8" (N) SS RECLAIM TANK 2 RIM: 4876.32 INV IN: 4870.39 6" (W) INV OUT: 4870.39 6" (N) INV OUT: 4870.39 6" (E) SS CO 4 RIM: 4876.42 INV IN: 4869.96 4" (W) INV OUT: 4869.96 4" (N) SS RECLAIM TANK 1 RIM: 4876.37 INV IN: 4871.39 6" (S) INV OUT: 4871.39 6" (E) SS CO 7 RIM: 4876.19 INV IN: 4870.29 6" (S) INV OUT: 4870.29 6" (E)SS RT 1 SERVICE CONNECTION RIM: 4876.34 INV IN: 4871.35 6" (S) INV IN: 4871.35 6" (W) INV OUT: 4871.35 6" (E) SS CO 3 RIM: 4876.40 INV IN: 4871.32 4" (S) INV OUT: 4871.32 4" (E) SS CO 5 RIM: 4876.29 INV IN: 4869.73 6" (W) INV IN: 4869.90 4" (S) INV OUT: 4869.73 6" (E) SSMH - S&G - 1 RIM: 4876.28 INV IN: 4869.92 6" (N) INV OUT: 4869.92 6" (E) SS CO 10 RIM: 4876.28 INV IN: 4870.45 6" (S) INV OUT: 4870.45 6" (W) SS RECLAIM TANK 3 RIM: 4876.28 INV IN: 4870.40 6" (E) INV IN: 4870.39 4" (S) INV OUT: 4870.39 6" (W) SS RT 3 SERVICE CONNECTION RIM: 4876.28 INV IN: 4870.39 6" (E) INV IN: 4870.39 4" (S) INV IN: 4870.39 6" (W) SS CO 8 RIM: 4876.09 INV IN: 4868.22 6" (W) INV OUT: 4868.22 6" (N) SS CO 6 RIM: 4876.09 INV IN: 4870.02 6" (W) INV OUT: 4870.02 6" (S) SSMH - 3 RIM: 4875.69 INV IN: 4859.41 8" (S) INV OUT: 4859.31 8" (N) SS TEE 2 RIM: 4870.10 INV IN: 4865.10 4" (W) 22 8 L F O F 8 " S . S . @ 0 . 4 0 % 38LF OF 8" S.S. @ 0.40% 227LF OF 6" S.S. @ 3.50% 34 L F O F 6 " S . S . @ 3 . 9 3 % 50LF OF 6" S.S. @ 3.00% 19LF OF 6" S.S. @ 1.00% 10LF OF 6" S.S. @ 1.00% 27LF OF 6" S.S. @ 1.00% 10LF OF 6" S.S. @ 1.00% 96LF OF 6" S.S. @ 1.00% 15LF OF 6" S.S. @ 1.00% 107LF OF 6" S.S. @ 1.02% 6LF OF 6" S.S. @ 1.00% 14LF OF 6" S.S. @ 0.00% 5LF OF 6" S.S. @ 1.00% 22LF OF 4" S.S. @ 5.91% 3LF OF 6" S.S. @ 0.00% 22LF OF 4" S.S. @ 6.00% 22LF OF 6" S.S. @ 1.00% 7LF OF 4" S.S. @ 1.00% 136LF OF 4" S.S. @ 1.00% 29LF OF 4" S.S. @ 6.49% 185LF OF 4" S.S. @ 0.97% 19LF OF 6" S.S. @ 1.00% 35LF OF 6" S.S. @ 1.00% 4LF OF 6" S.S. @ 1.00% 11LF OF 6" S.S. @ 1.00%SS CO 11 RIM: 4877.16 INV IN: 4873.18 4" (E) INV OUT: 4873.18 4" (N) 4LF OF 4" S.S. @ 1.00% SSMH - 2 RIM: 4876.71 INV IN: 4858.71 8" (S) INV OUT: 4858.61 8" (N) 11 3 L F O F 8 " S . S . @ 0 . 4 0 % 6LF OF 8" S.S. @ 0.40% SS PLUG 8 RIM: 4862.96 INV OUT: 4859.43 8" (N) H O R R O C K S E N G I N E E R SN 0 20'40' SCALE: 1" = 20' H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0_DRAINAGE & UTILITIES.dwg - DRAINAGE & UTILITIES SEWER - 11/10/2023 02:02pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 DR A I N A G E & U T I L I T I E S S E W E R TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 10 C.5.1 MOODY RD N 2 N D E PROPOSED BUILDING SF: ±5,440 SEWER KEYNOTES INSTALL RECLAIM TANKS AND RECLAIM SYSTEM PER ARCHITECTURAL PLANS INSTALL 4" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 6" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SANITARY SEWER LIFT STATION PER MECHANICAL SPECIFICATIONS. SEE SHEET M.1.0 & M.2.0 INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC SD-506 INSTALL SANITARY SEWER MAIN LINE (SIZE, LENGTH, AND SLOPE PER PLANS) INSTALL 1500 GALLON GREASE INTERCEPTOR PER ARCHITECTURAL PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD-501A, SIZE PER PLAN INSTALL SANITARY SEWER RECLAIM TANK SERVICE CONNECTION PER ARCHITECTURAL PLANS INSTALL 8" X 6" X 8" TEE INSTALL PRESSURE SEWER 4" CHECK VALVE INSTALL PRESSURE SEWER 4" GATE VALVE TIE-IN TO EXISTING CITY FORCE SEWER MAIN USING HOT TAP INSTALL 8" SANITARY SEWER SAMPLING PORT PER CITY OF REXBURG STANDARDS 51 52 53 54 55 56 57 58 59 60 61 62 63 65 1.SEE SHEET M.1.0 AND M.2.0 FOR LIFT STATION DETAILS SHEET NOTE 51 5151 59 59 52 52 52 52 5252 53 53 53 53 53 53 53 53 53 53 52 53 53 53 53 53 53 52 53 56 53 55 55 55 55 55 5555 55 55 55 56 57 60 58 54 63 55 SS MUST BE BORED AT THIS SECTION. STREET CUTS ARE NOT ALLOWED ON 2ND EAST. 58 56 WEST INVERT OF THE LIFT STATION WILL BE CAPPED WITH A BENTONITE PLUG 52 52 52 52 56 6261 65 53 53 11/6/23 55+00 56+00 57+00 58+00 59+0055+00 56+00 57+00 58+00 59+00 55+00 48 7 8 . 1 6 56+00 48 7 7 . 2 7 48 7 8 . 3 1 57+00 48 7 7 . 5 2 48 7 8 . 4 8 58+00 48 7 8 . 0 2 48 7 8 . 7 0 59+00 48 7 8 . 7 0 48 7 8 . 8 1 8" WATER MAIN LINE TIE IN TO 16" WATER MAIN LINE 16" WATER MAIN PLUG FOR FUTURE TIE IN LOCATION 55+00 56+00 57+00 58+00 59+00 55+00 48 7 8 . 1 6 56+00 48 7 7 . 2 7 48 7 8 . 3 1 57+00 48 7 7 . 5 2 48 7 8 . 4 8 58+00 48 7 8 . 0 2 48 7 8 . 7 0 59+00 48 7 8 . 7 0 48 7 8 . 8 1 ST A : 5 5 + 3 6 . 1 5 ( - 1 9 . 2 9 , L ) SS M H - 1 RI M : 4 8 7 6 . 5 2 IN V I N : 4 8 5 7 . 3 7 - 1 2 " ( E ) IN V I N : 4 8 5 7 . 7 0 - 8 " ( N ) IN V I N : 4 8 5 7 . 7 0 - 8 " ( S ) IN V O U T : 4 8 5 7 . 2 7 - 1 2 " ( W ) 360.85' of 12" S.S. @ 0.22% ST A : 5 8 + 9 7 . 0 0 ( - 1 7 . 0 7 , L ) EX - S S M H - 1 RI M : 4 8 7 8 . 7 2 IN V I N : 4 8 5 8 . 4 9 - 8 " ( E ) IN V O U T : 4 8 5 8 . 1 6 - 1 2 " ( W ) EX. 8" S.S. ↕ 19.25' (SS)↕ 20.56' (SS)STA = 58+21.37 T.O.W. = 4871.01 STA = 58+28.50 T.O.W. = 4866.47 STA = 58+34.21 T.O.W. = 4866.49 ST A = 5 8 + 4 1 . 4 2 T.O . W . = 4 8 7 1 . 1 0 ST A = 5 9 + 0 0 . 9 9 T.O . W . = 4 8 7 1 . 3 7 ST A : 5 9 + 0 1 . 2 1 16 " C O N N E C T I O N T O E X . M A I N ST A : 5 8 + 1 2 . 5 2 16 " B U T T E R F L Y V A L V E ST A : 5 8 + 0 9 . 5 2 16 " x 6 " W A T E R T E E EX 16" WATER MAIN16" WATER MAIN ST A : 5 8 + 2 1 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 2 6 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 3 6 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 4 1 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 5 + 2 4 . 1 1 16 " x 8 " C R O S S 55+00 56+00 57+00 58+00 59+00 0.50%1.50% 0.50% 0.57%-0.50% GR A D E B R E A K S T A = 5 6 + 0 8 . 4 8 CL E L E V = 4 8 7 7 . 3 2 GR A D E B R E A K S T A = 5 6 + 3 4 . 1 2 CL E L E V = 4 8 7 7 . 1 9 GR A D E B R E A K S T A = 5 8 + 5 0 . 1 2 CL E L E V = 4 8 7 8 . 2 7 GR A D E B R E A K S T A = 5 8 + 8 1 . 9 5 CL E L E V = 4 8 7 8 . 4 3 GR A D E B R E A K S T A = 5 9 + 0 8 . 0 0 CL E L E V = 4 8 7 8 . 8 2 CU R B P . C . L T . S T A = 5 8 + 3 8 . 1 2 CL E L E V = 4 8 7 8 . 2 1 ST A = 5 9 + 0 8 . 0 0 IN T E R S E C T I O N 2 N D C L E L E V = 4 8 7 8 . 8 2 ST A = 5 8 + 8 1 . 9 5 CL E L E V = 4 8 7 8 . 4 3 55+00 56+00 57+00 58+00 59+00 55+00 48 7 8 . 1 6 56+00 48 7 7 . 2 7 48 7 8 . 3 1 57+00 48 7 7 . 5 2 48 7 8 . 4 8 58+00 48 7 8 . 0 2 48 7 8 . 7 0 59+00 48 7 8 . 7 0 48 7 8 . 8 1 ST A : 5 5 + 3 6 . 1 5 ( - 1 9 . 2 9 , L ) SS M H - 1 RI M : 4 8 7 6 . 5 2 IN V I N : 4 8 5 7 . 3 7 - 1 2 " ( E ) IN V I N : 4 8 5 7 . 7 0 - 8 " ( N ) IN V I N : 4 8 5 7 . 7 0 - 8 " ( S ) IN V O U T : 4 8 5 7 . 2 7 - 1 2 " ( W ) 360.85' of 12" S.S. @ 0.22% ST A : 5 8 + 9 7 . 0 0 ( - 1 7 . 0 7 , L ) EX - S S M H - 1 RI M : 4 8 7 8 . 7 2 IN V I N : 4 8 5 8 . 4 9 - 8 " ( E ) IN V O U T : 4 8 5 8 . 1 6 - 1 2 " ( W ) EX. 8" S.S. ↕ 19.25' (SS)↕ 20.56' (SS)STA = 58+21.37 T.O.W. = 4871.01 STA = 58+28.50 T.O.W. = 4866.47 STA = 58+34.21 T.O.W. = 4866.49 ST A = 5 8 + 4 1 . 4 2 T.O . W . = 4 8 7 1 . 1 0 ST A = 5 9 + 0 0 . 9 9 T.O . W . = 4 8 7 1 . 3 7 ST A : 5 9 + 0 1 . 2 1 16 " C O N N E C T I O N T O E X . M A I N ST A : 5 8 + 1 2 . 5 2 16 " B U T T E R F L Y V A L V E ST A : 5 8 + 0 9 . 5 2 16 " x 6 " W A T E R T E E EX 16" WATER MAIN16" WATER MAIN ST A : 5 8 + 2 1 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 2 6 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 3 6 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 8 + 4 1 . 5 2 16 " x 4 5 ° V E R T . B E N D ST A : 5 5 + 2 4 . 1 1 16 " x 8 " C R O S S S SS 16'' W IR IR IR 8'' W 8'' W 8'' W 16'' W 16'' W 16'' W 16'' W 16'' W s ssssssSSSSSSSSSSS SD8'' W SD SSMH - 1 RIM: 4876.52 INV IN: 4857.37 12" (E)INV IN: 4857.70 8" (N) INV IN: 4857.70 8" (S) INV OUT: 4857.27 12" (W)55+00 56+00 57+00 58+00 59+00 12" S.S. 16'' W 16'' W 16'' W 16'' W 16'' W s ssssssSSSSSSSSSSS SD8'' W SD STA: 56+34.37 SDMH-A RIM: 4877.09 INV IN: 4873.56 12" (S) INV OUT: 4873.56 12" (E) STA: 56+34.38 SDMH-AA RIM: 4877.05 INV IN: 4873.56 12" (N) INV OUT: 4973.46 12" (E) STA: 56+34.38 SD INLET-AA RIM: 4876.58 INV OUT: 4873.58 12" (S) STA: 56+34.37 SD INLET-A RIM: 4876.58 INV OUT: 4873.58 12" (N) 4LF OF 12" S.D. @ 0.50% 4LF OF 12" S.D. @ 0.00% 4LF OF 12" S.D. @ 0.50% 4LF OF 12" S.D. @ 0.00% EX-SSMH - 1 SS PLUG - 1 RIM: 4876.73 INV OUT: 4857.82 8" (S) 12" S.S. 30LF OF 8" SS @ 0.40% SS PLUG 7 12" S.S. El e v a t i o n 4840 4850 4860 4870 4880 4890 39+00 El e v a t i o n 4840 4850 4860 4870 4880 4890 39+00 El e v a t i o n 4840 4850 4860 4870 4880 4890 39+00 El e v a t i o n 4840 4850 4860 4870 4880 4890 39+00 El e v a t i o n 4840 4850 4860 4870 4880 4890 39+00 4840 4850 4860 4870 4880 4890 61+00 4840 4850 4860 4870 4880 4890 61+00 4840 4850 4860 4870 4880 4890 61+00 4840 4850 4860 4870 4880 4890 61+00 4840 4850 4860 4870 4880 4890 61+00 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' MOODY ROAD PROFILE SHEET C.3.1 MOODY ROAD NO R T H 2 N D E A S T 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG SHEET NOTE 67 66 51 53 55 54 52 4243 41 38 6' MINIMUM PROPOSED SURFACE EXISTING SURFACE WATER KEYNOTES INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE 8" X 6" TEE AND APPURTENANCES. INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 16" VALVE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 16" PLUG INSTALL 8" GATE VALVE INSTALL 16" WATER MAINLINE 45° VERTICAL BEND INSTALL 16" X 8" CROSS TIE INTO 16" WATER MAIN LINE INSTALL 16" 11.25° BEND W/ THRUST BLOCK PER STD IF-403 38 39 40 41 42 43 44 45 46 47 48 49 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 INFILTRATOR A - SEE DETAIL IN INFLITRATION TABLE BELOW. INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS INFILTRATOR B - SEE DETAIL IN INFLITRATION TABLE BELOW. INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS 66 67 68 69 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER MAINLINE INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 427 LF OF 16" D.I. WATER MAIN LINE 41 46 46 3' MINIMUM 48" IRRIGATION PIPE 39 40 47 SHEET C.5.3 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.1_P&P MOODY.dwg - PLAN AND PROFILE - MOODY - 11/10/2023 02:04pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 PL A N A N D P R O F I L E - M O O D Y TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 11 C.5.2 66 67 67 67 45 44 4849 54 52 69 68 INFILTRATOR STORAGE REQUIRED (CF)STORAGE PROVIDED (CF) A 614 674.1 B 614 674.1 INFILTRATION DATA SUMMARY 11/6/23 14 ' ' w eee sd to b tob ss ss ss ss ss ss ss ss w S ss ss ss pp pp toetoe 14 ' ' w 0+00 1+00 2+00 3+00 4+00 5+00 5+52 BP : 0 + 0 0 . 0 0 PC : 0 + 5 0 . 6 2 PT : 0 + 5 1 . 4 5 PC : 1 + 4 0 . 4 7 P T : 1 + 5 6 . 6 7 P C : 1 + 6 4 . 3 8 PT : 1 + 7 4 . 0 8 PC : 2 + 9 2 . 0 9 PT : 2 + 9 2 . 1 7 PC : 4 + 7 3 . 6 4 PT : 4 + 7 8 . 3 8 P C : 5 + 2 7 . 0 4 PT : 5 + 3 0 . 8 3 SS SS IR IR IR IRIR 16 ' ' W s ss ss ss SS SD IRMH - 1 IRMH - 2 STA: 5+28.93 IRR FLARED END 2 RIM: 9753.94 INV IN: 4874.30 48" (NW)IRR FLARED END 1 IRMH - 4 IRMH - 3 IRMH - 5 48" IRR 4 8 " I R R 48" I R R 48" IRR 48" IRR 48" IR R Station 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 48 7 8 . 1 8 48 7 8 . 9 6 2+00 48 7 8 . 2 6 48 7 7 . 2 8 3+00 48 7 8 . 0 4 48 7 7 . 1 4 4+00 48 7 8 . 1 7 48 7 6 . 8 2 5+00 48 7 7 . 7 5 ST A : 2 + 9 2 . 1 3 ( 0 . 0 0 , R ) IR M H - 4 RI M : 4 8 8 0 . 5 0 IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( N ) IN V O U T : 4 8 6 9 . 8 0 - 4 8 " ( S ) ST A : 1 + 6 9 . 2 3 ( - 1 . 0 6 , L ) IR M H - 3 RI M : 4 8 8 0 . 5 0 IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( N W ) IN V O U T : 4 8 6 9 . 8 0 - 4 8 " ( S ) ST A : 1 + 4 8 . 5 7 ( 1 . 7 5 , R ) IR M H - 2 RI M : 4 8 8 0 . 5 2 IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( N ) IN V O U T : 4 8 6 9 . 8 0 - 4 8 " ( S E ) ST A : 0 + 5 1 . 0 4 ( 0 . 0 0 , R ) IR M H - 1 RI M : 4 8 8 0 . 5 4 IN V I N : 4 8 7 3 . 9 5 - 4 8 " ( N E ) IN V O U T : 4 8 7 0 . 0 0 - 4 8 " ( S ) ST A : 0 + 1 4 . 6 5 ( - 5 0 . 4 9 , L ) IR R F L A R E D E N D 1 IN V O U T : 4 8 7 3 . 9 7 - 4 8 " ( S W ) 98.00' of 48" RCP @ 0.20% ST A : 4 + 7 6 . 0 1 ( 0 . 2 4 , R ) IR M H - 5 RI M : 4 8 8 0 . 5 0 IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( N ) IN V O U T : 4 8 6 9 . 8 0 - 4 8 " ( S E ) 52.97' of 48" CMP @ -8.49% 183.91' of 48" CMP @ 0.00%123.19' of 48" CMP @ 0.00% 21.42' of 48" CMP @ 0.00% 62.23' of 48" CMP @ 0.03% El e v a t i o n 4840 4850 4860 4870 4880 4890 -1+00 4840 4850 4860 4870 4880 4890 7+00 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.2_P&P 2ND E.dwg - P&P 2ND E - 11/10/2023 02:05pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' MO O D Y R O A D NORTH 2ND EAST SHEET C.5.2 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 PL A N & P R O F I L E - 2 N D E A S T TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 12 C.5.3 2ND EAST PROFILE PROPOSED SURFACEEXISTING SURFACE IRRIGATION KEYNOTES INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25 WITHOUT CONCRETE APRON INSTALL 48" CULVERT (MATERIAL PER PROFILE VIEW) INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608. SEE DETAIL 1 THIS SHEET. ISNTALL TRASH RACKS ON UPSTREAM FACING FLARED ENDS. 81 82 83 81 8182 82 83 83 81 81 81 82 82 82 82 SCALE: 1 C.5.3 GALVANIZED STEEL APRON DETAIL NTS FLARED END TO BE INSTALLED IN THE CURRENT DITCH. PLANS REFLECT THE CURB AND SIDEWALK TO BE INSTALLED IN THE FUTURE 11/6/23 to e SS CO 9 SS TRASH PIT SS CO 2 SSMH - 1 SSMH - 2SS TEE 1 SS RECLAIM TANK 1 SS RT 1 SERVICE CONNECTION SSMH - 3 SS PLUG 8 SS PLUG 7 8" S.S. 8" S.S. 6" S.S.6" S.S.6" S . S . 6" S.S. 12 " S . S . 8" S.S. 8" S.S.SD INLET 2 SD INLET 1 12" S.D. 12 " S . D . 6' 11 . 6 ' 10 ' 43 . 3 ' 32 . 5 ' 29.9' 48 7 6 48 7 6 48 7 8 24 . 8 ' SS SS 2'' W 2'' W 2'' W 2'' W 2'' W SSSSSSSSSS SD SD 6'' S S 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 16 ' ' W SS SS S 6'' W 0+00 1+00 2+00 3+00 4+00 4+43BP : 0 + 0 0 . 0 0 EP : 4 + 4 3 . 2 0 TOA 4876.66 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 16 ' ' W S 8'' W8'' W 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 ST A : 4 + 0 7 . 9 9 ( 0 . 3 7 , R ) SS M H - 1 RI M : 4 8 7 6 . 5 2 IN V I N : 4 8 5 7 . 7 0 - 8 " ( S ) IN V O U T : 4 8 5 7 . 2 7 - 1 2 " ( W ) 6.04' of 8" @ 0.40% ST A : 4 + 0 1 . 6 6 8" G A T E V A L V E ST A : 3 + 8 6 . 3 1 8" G A T E V A L V E ST A : 0 + 3 2 . 3 0 8" G A T E V A L V E ST A : 0 + 2 4 . 7 5 8" P L U G ST A : 4 + 2 7 . 7 8 8" P L U G ST A : 1 + 2 3 . 6 6 2" W A T E R S E R V I C E ( L T ) ST A : 3 + 9 5 . 6 3 8" x 1 6 " C R O S S ST A : 2 + 8 3 . 1 5 2" W A T E R S E R V I C E ( L T ) ST A : 2 + 7 7 . 2 2 4" S S S E R V I C E ( R T ) ST A : 0 + 2 8 . 7 2 ( - 0 . 1 1 , L ) SS M H - 3 RI M : 4 8 7 5 . 6 9 IN V I N : 4 8 5 9 . 4 1 - 8 " ( S ) IN V O U T : 4 8 5 9 . 3 1 - 8 " ( N ) ST A : 0 + 2 2 . 6 8 ( - 0 . 1 3 , L ) SS P L U G 8 RI M : 4 8 6 2 . 9 6 IN V O U T : 4 8 5 9 . 4 3 - 8 " ( N ) STA: 0+37.10 SD INLET 1 RIM: 4875.52 INV IN: 4872.60 12" (E) INV OUT: 4872.50 12" (N) 94LF OF 12" S.D. @ 0.22% STA: 1+30.68 SD INLET 2 RIM: 4875.73 INV IN: 4872.29 12" (S) INV OUT: 4872.19 12" (E) ST A : 1 + 7 9 . 6 1 ( - 0 . 6 3 , L ) SS M H - 2 RI M : 4 8 7 6 . 7 1 IN V I N : 4 8 5 8 . 7 1 - 8 " ( S ) IN V O U T : 4 8 5 8 . 6 1 - 8 " ( N ) ↕ 16.38' (SS) ↕ 18.10' (SS) ↕ 19.25' (SS)↕ 3.02' (SD)↕ 3.54' (SD) 113.26' of 8" S.S. @ 0.40% 228.38' of 8" S.S. @ 0.40% 37.64' of 8" S.S. @ 0.40% ST A : 1 + 4 1 . 9 8 6" S S S E R V I C E ( R T ) ST A : 1 + 8 4 . 9 7 8" x 6 " W A T E R T E E El e v a t i o n 4840 4850 4860 4870 4880 4840 4850 4860 4870 4880 6+00 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.4_P&P WEST PRIVATE DR.dwg - P&P WEST PRIVATE DR - 11/10/2023 02:06pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R S N 0 20'40' SCALE: 1" = 20' SHEET C.5.0 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 P& P W E S T P R I V A T E D R TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 13 C.5.4 WEST PRIVATE DRIVE P&P PROPOSED SURFACE EXISTING SURFACE WATER KEYNOTES INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INCLUDE 8" X 6" TEE AND APPURTENANCES. INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" GATE VALVE INSTALL 16" X 8" CROSS INSTALL 2" DOMESTIC WATER SERVICE PER STD IF - 401B (2022). CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION 38 39 40 41 42 43 44 SEWER KEYNOTES INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 6" SANITARY SEWER SERVICE INSTALL 8" X 6" SANITARY SEWER TEE 51 52 53 54 55 STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR AND SLOTTED GRATE PER STD IF - 612B (2022) INSTALL STANDARD 2' X 3' STORM DRAIN CURB CATCH BASIN PER STD IF - 604 SHEET 1 OF 2 (2022) 66 67 68 38 3939 40 41 41 41 42 42 42434444 51 51 51 52 52 52 52 53 535254 53 54 55 55 66 6768 6' MINIMUM ±45 LF OF 8" DI WATER MAIN ±375 LF OF 8" DI WATER MAIN 40 39 39 39 39 3941 52 41 11/6/23 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.5_DRAINAGE & UTILITIES DETAILS.dwg - DRAINAGE & UTILITIES DETAILS - 11/10/2023 02:07pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 DR A I N A G E & U T I L I T I E S D E T A I L S TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 14 C.5.5 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 EXISTING FREE DRAINING MATERIAL 95% COMPACTED FILL (D) 5' (TYP) 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 EXISTING FREE DRAINING 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 ) NOTE: POROSITY OF ROCK IS 30% PER CITY STANDARD 3/4" TO 2"WASHED GRANITE STONE 2' MIN. ELEV:(B ) ELEV:(C ) INFILTRATION TABLE INFILTRATION TRENCH DRAINAGE AREA (FT²) DESIGNED STORM (YEAR(S)) DESIGNED STORM VOLUME REQUIRED(FT³) VOLUME PROVIDED (FT³) (L) LENGTH (FEET) (W) WIDTH (FEET) (D) DEPTH (FEET) ELEVATION PERFORATED PIPE SIZEABC -60,575 25 3,260 3,263 58'20'5'4871.33 4873.52 4868.52 36" SCALE: 1 C.5.3 TYPICAL INFILTRATION TRENCH DETAIL NTS MIN. 1' OF ASTM C33 FILTER SAND 11/6/23 14'' w 14'' w toe eee sd tob to b ss ss ss ss ss ss ss ss w S ssssssss pp pp pp pp 14'' w LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LO D LO D LO D LO D L O D L O D L O D L O D LODLODLODLOD LOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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 LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 30' 50 ' 48 7 6 487 7 48 7 6 4876 4877 4878 4878 4 8 7 8 4879 48 7 6 4877 48 7 8 48 7 8 4878 4877 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0_EROSION CONTROL.dwg - EROSION CONTROL - 11/10/2023 02:07pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 10 / 0 6 / 2 0 2 3 2 11 / 0 6 / 2 0 2 3 3 11 / 1 0 / 2 0 2 3 H O R R O C K S E N G I N E E R SN 0 30'60' SCALE: 1" = 30' R25' 1" TO 3" COARSE AGGREGATE FILTER FABRIC 50' MIN PUB L I C R O A D HAR D S U R F A C E STABILIZED CONSTRUCTION ENTRANCE EC-5 30 ' MI N 12" DIAMETER ROCK 6" MIN 18" MIN 18 " M I N 48" MIN48" MIN 4" PVC PIPE FLOW CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND-MIN WEIGHT 40 LBS. 24" MIN FRONT VIEW 4" PVC PIPE FOR DRAINAGE SANDBAG BARRIER SPC-2 INLET PROTECTION (PAVED AREA) BMP 31 RETRIEVAL STRAP OVERFLOW (PEAK STORM) SEDIMENT ACCUMULATIONGEOTEXTILE FABRIC SILT FENCE BMP 63-68 EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" 14 GA WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST ALT: STEEL FENCE POSTS 8" 12 " 2' - 6 " 2' - 0 " 5' - 0 " 6" LEGEND SILT FENCE SEE DETAIL THIS SHEETSFSF CONSTRUCTION FENCE INLET PROTECTION SEE DETAIL THIS SHEET STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL THIS SHEET PROPERTY BOUNDARY LIMITS OF DISTURBANCE PORTABLE TOILET CONTAINMENT JOBSITE DUMPSTER CONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LOD LOD INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED REGULARLY(FOR EXISTING AND PROPOSED INLETS) STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT ENTRANCES AS SHOWN. CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68 PROVIDE DUST CONTROL FOR ENTIRE SITE. CONCRETE WASHOUT AREA APPROXIMATE QUANTITY SUMMARY LINEAR FIBER ROLL - SILT FENCE ±1340 LF CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 2 STABILIZED STAGING AREA 1 CONCRETE WASH OUT 1 SEDIMENT BASIN - WHEEL WASH - INLET PROTECTION 12 CHECK DAM - LIMITS OF DISTURBANCE ±3.47 AC PROJECT ACRES ±1.26 AC 1 2 3 4 5 1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. 5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM. 10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR VEHICLE TIRE WASH, AS NECESSARY. EROSION CONTROL NOTES NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 ER O S I O N C O N T R O L TA G G - N - G O C A R W A S H RE X B U R G , I D A H O 15 C.6.0 1 1 1 1 1 1 1 1 1 1 1 50' 30 ' 2 2 5 4 44 4 4 4 3 3 3 3 3 3 MOODY 2N D E A S T 1 11/6/23 145" 42" SQUARE HATCH 78" 61" SEE CIVIL PLANSFOR RIM ELEVATION 1500 GALLON BASIN DA T E DW N B Y DR A W I N G T I T L E PR O J E C T N O . DRAWN APPROVED CHECKED SCALE PAGE TA G G - N - G O CA R W A S H L I F T ST A T I O N 20 2 2 - 1 7 6 RKS 09-27-23 1 : 50 M.1.0 NO . RE V I S I O N / I S S U E 81 G O L D M I N E R L N , U N I T A BE L G R A D E , M T 5 9 7 1 4 (4 0 6 ) 5 8 6 - 1 7 0 0 TH E I N F O R M A T I O N C O N T A I N E D H E R E I N I S P R O P R I E T A R Y T O A D V A N C E D P U M P AN D E Q U I P M E N T , I N C . A N D S H A L L N O T B E R E P R O D U C E D O R D I S C L O S E D I N WH O L E O R I N P A R T O R U S E D F O R A N Y D E S I G N O R M A N U F A C T U R E E X C E P T WH E N S U C H U S E R P O S S E S S E S D I R E C T , W R I T T E N A U T H O R I Z A T I O N F R O M AD V A N C E D P U M P A N D E Q U I P M E N T , I N C . 14 13 11 1 6 3 12 2 5 4 9 7 10 9 8 DRAWING NOTES: 1. THIS PUMP VAULT PACKAGE SHALL BE ACQUIRED FROM THE SUPPLIER: ADVANCED PUMP AND EQUIPMENT. PLEASE CONTACT TRAVIS MCCLURE AT TRAVIS@ADVPUMP.COM OR (208) 881-7060. 2. THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP THE PUMP VAULT PACKAGE DRAWINGS AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTAL. ALL DIMENSIONS SHALL BE VERIFIED BY GENERAL CONTRACTOR ON SITE. 3. ITEMS OMITTED OR SHOWN INCORRECTLY AND WHICH ARE NOT NOTED AS ALLOWED BY THE STAMPING ENGINEER ARE NOT TO BE CONSIDERED CHANGES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ITEMS OMITTED OR SHOWN INCORRECTLY ARE CONSTRUCTED IN ACCORDANCE WITH THE ORIGINAL DRAWINGS. 4. REVIEWING OF SHOP DRAWINGS IS INTENDED ONLY AS AN AID TO THE CONTRACTORS IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS AND COMPLETENESS SHALL REST WITH THE CONTRACTOR. ITEM NO.PART NUMBER DESCRIPTION QTY. 1 AV432_165_17T HOMA PUMP 2 2 TECH-0000018802 PUMP GUIDE MOUNT 2 3 TECH-0000018723 BASE ELBOW 2 4 TECH-0000021919 UPPER GUIDE RAIL BRACKET 2 5 1.50 DIA GUIDE RAIL X 11 FT LG.4 6 4x12 DI SPOOL 4 IN DUCTILE IRON SPOOL X 12 IN LG 2 7 22-176-24-004 4in DI PIPE-FLGxPE 24" LG 1 8 22-176-120-004 4in DI PIPE-FLGxPE 120" LG 2 9 22-176-4-90FL 4 INCH ANSI ELBOW, FL x FL 4 10 22-176-4T 4 IN x 4 IN x 4 IN TEE 1 11 22-176-4-BCV 4 INCH BALL CHECK VALVE 2 12 22-176-4-GV 4 INCH GATE VALVE 2 13 22-176-4-FG 4 INCH FLANGE GASKET 18 14 22-176-4-FL-ADP 4 INCH FLANGE ADAPTER 2 DA T E DW N B Y DR A W I N G T I T L E PR O J E C T N O . DRAWN APPROVED CHECKED SCALE PAGE TA G G - N - G O CA R W A S H L I F T ST A T I O N 20 2 2 - 1 7 6 RKS 09-27-23 1 : 50 M.2.0 NO . RE V I S I O N / I S S U E 81 G O L D M I N E R L N , U N I T A BE L G R A D E , M T 5 9 7 1 4 (4 0 6 ) 5 8 6 - 1 7 0 0 TH E I N F O R M A T I O N C O N T A I N E D H E R E I N I S P R O P R I E T A R Y T O A D V A N C E D P U M P AN D E Q U I P M E N T , I N C . A N D S H A L L N O T B E R E P R O D U C E D O R D I S C L O S E D I N WH O L E O R I N P A R T O R U S E D F O R A N Y D E S I G N O R M A N U F A C T U R E E X C E P T WH E N S U C H U S E R P O S S E S S E S D I R E C T , W R I T T E N A U T H O R I Z A T I O N F R O M AD V A N C E D P U M P A N D E Q U I P M E N T , I N C . 1 ( ) Head Efficiency Shaft power P2 AV332-174 24% 174 174 0 10 20 30 40 50 60 70 80 [ft] 0 5 10 15 20 [%] 0 4 8 [hp] 0 50 100 150 200 250 300 350 400 [US g.p.m.] 1 DN80 PN10 [Flange 3" Ansi125 lb/sq. in. RF] (2x)Pipe1 1/2" 170 [6 3/4"] 87 [3 3/8"] 60 [2 1/4 ] 60 [2 1/4 ] Ø15 [5/8"] 220 [8 5/8"]97 [3 7/8"] 170 [6 3/4"] 283 [11 1/8"] 112 [4 3/8"] 335 [13 1/4"] 367 [14 1/2"] 270 [10 5/8"] 210 [8 1/4"]270 [10 5/8"] 20 [3/4"] (4x) Anchor bolt (4x) Anchor bolt A 742 [29 1/4"] 310 [12 1/4"] 559 [22"] 375 [14 3/4"] Upper slide rail bracket min level A 343/16 Operating data Flow Head Pump efficiency Shaft power P2 Fluid Pumpe type No. of pumps Pump Pump Code Impeller Impeller size Solid size Discharge port Motor Rated voltage Frequency Rated power P2 Rated speed Number of poles Efficiency Rated current Degree of protection 55 US g.p.m. 80 ft Wastewater Single pump 12.8 8.97 hp Vortex impeller 67/8" 3" ANSI 60 13.1 hp 2 3450 rpm 92.6 32.4 IP 68 Hz Wet well installation with coupling kit (ET, 165...195) % % Table Dimensions inch 3 inch Materials Technical Information 2.0.1 - 23.08.2021 (Build 147) AV332-174/13,1ETFM 230/ 460 / 16,2A V Dimensions in mm [inch], letters see table Motor housing Pump housing Impeller Motor shaft Bolts Elastomeres Motor jacket Mechanical seal on motor side Mechanical seal on medium side Lower Bearing Upper Bearing Suction port DN100 AV332-174/13,1ETFM Required pump NPSH Cast Iron ASTM A48;Cl.40B Cast Iron ASTM A48;Cl.40B Cast Iron ASTM A48;Cl.40B AISI 430 F Stainless Steel AISI 304 Stainless Steel Nitrile Rubber Stainless steel SiC / SiC SiC / SiC Double row angular ball bearing Deep Groove Ball Bearing P2<10kW, HI Standard Sect. 11.6.5.4 P2>10kW, HI Standard Grade 2BTestnorm: Project Project no.:Created by:Page: 1 Date: 2023-10-09 2023-10-092 Date:Page:Created by:Project Project no.: Impeller Impeller type:Ø:Ø: 8.97 hp Head Efficiency Shaft pow er P2 AV332-174 24% 174 174 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 [ft] 0 4 8 12 16 20 [%] 0 2 4 6 8 10 12 [hp] 0 40 80 120 160 200 240 280 320 360 400 [US g.p.m.] 1 Solid size Max.Min.Sel. Vortex impeller 71/16"63/8"67/8" Operating data Speed:Frequency:Duty point:Discharge port: 3450 rpm 55 US g.p.m.Q =H =80 ft 3" ANSI Power data referred to: Water, clean [100%] ; 68°F; 62.322lb/ft³; 1.0818E-5ft²/s Ø: Performance Curve Testnorm: Ø: 2.0.1 - 23.08.2021 (Build 147) AV332-174/13,1ETFM 60 Hz 3 inch Shaft power P2: P2>10kW, HI Standard Grade 2B P2<10kW, HI Standard Sect. 11.6.5.4 ( ) A 343/16 Wet well installation with coupling kit (ET, 165...195) DN80 PN10 [Flange 3" Ansi 125 lb/sq. in. RF] (2x) Pipe 1 1/2" 170 [6 3/4"] 87 [3 3/8"] 60 [2 1/4 ] 60 [2 1/4 ] Ø15 [5/8"] 220 [8 5/8"] 97 [3 7/8"] 170 [6 3/4"] 283 [11 1/8"] 112 [4 3/8"] 335 [13 1/4"] 367 [14 1/2"] 270 [10 5/8"] 210 [8 1/4"] 270 [10 5/8"] 20 [3/4"] (4x) Anchor bolt (4x) Anchor bolt A 742 [29 1/4"] 310 [12 1/4"] 559 [22"] 375 [14 3/4"] Upper slide rail bracket min level inch 2.0.1 - 23.08.2021 (Build 147) Table Dimensions Dimensions in mm [inch], letters see table Dimensions AV332-174/13,1ETFM Created by:Project no.:Project Page:Date: 2023-10-093 NEMA code 105.3 32.4 230 / 460 AV332-174/13,1ETFM Fluid Temperature Density Kin. viscosity Flow 62.31 1.077E-5 °F lb/ft³ft²/s Operating data US g.p.m. ft ft 68 Impeller type Pump Code Impeller Ø Max. Min. Speed Flow HeadSuction port Pump Discharge port rpm inch US g.p.m. ft ft % Materials Motor housing Pump housing Impeller Motor shaft Bolts Elastomeres Motor jacket Technical Data Solid size inch Max. hp Pump efficiency max. Required rated power max. P2 Motor Motor design Motor name Frequency Rated power P2 Rated speed Rated voltage Degree of protection Temperature class Insulation class cos phi Hz hp rpm V A A A % Explosion protection Efficiency at % rated power 100% 75% 50% 50% 100% 75% % % Starting current, direct starting Rated current Starting current, star-delta Service factor Weight aggregat Power cable Type of power cable Control cable Type of control cable Cable length Mechanical seal on motor side Mechanical seal on medium side Lower Bearing Upper Bearing SiC / SiC SiC / SiC Double row angular ball bearing Deep Groove Ball Bearing Remarks DN100 3" ANSI Vortex impeller 3 6.85 3~ 13.1 60 3450 315.9 1.15 3450 90.3 21.6 413.9 24 13.0 H IP 68 T3C 92.6 92.3 91.0 0.82 0.74 0.60 0Static headShaft power P2 Head at % rated power Shaft seal Bearing Submersible motor AM210.14,2ET/2/3 L Directly Class I, Div. 1, Grp. C&D %12.8 2.0.1 - 23.08.2021 (Build 147) / 16,2 / 158,0 AV332-174/13,1ETFM Starting mode Pump efficiency hp Weight/ 4G4 H07RN8-F PLUS 5G1,5 H07RN8-F PLUS 339.51 lb 9.0 Single pumpPumpe type No. of pumps 1 AV332-174/13,1ETFM Required pump NPSH ft Wastewater AISI 430 F Stainless Steel Cast Iron ASTM A48;Cl.40B Cast Iron ASTM A48;Cl.40B Cast Iron ASTM A48;Cl.40B AISI 304 Stainless Steel Nitrile Rubber Stainless steel ------------------------------------- 32.8 ft 55 US g.p.m.80 ft Project Project no.:Created by:Page: 4 2023-10-09 Date: