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Home My WebLink AboutINFRASTRUCTURE 3.29.2024 - 23-00669 - Tagg N Go - Car WashH:\!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 - 3/29/2024 01:53pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CO N S T R U C T I O N 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 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 03 / 2 9 / 2 0 2 4 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 2 6 9 3 20 33 75 26 20 2 6 2 8 75 21 93 55 I - 8 4 52 95 95 95 12 1 3 9 5 95 I-90 95 95 M O N T A N A W Y O M I N G UTAH CANADA WA S H I N G T O N OR E G O N BOUNDARY BONNER KOOTENAI SHOSHONE BENEWAH LATAH CLEARWATER NEZ PERCE LEWIS IDAHO ADAMS WASHINGTON VALLEY LEMHI CUSTER CLARK FREMONT BOISEGEM PAYETTE BLAINE CAMAS ELMOREADA CANYON OWYHEE BUTTE LINCOLNGOODING JEROME TWIN FALLS CASSIA MINIDOKA POWER ONEIDA BANNOCK CARIBOU FRANKLIN BEAR LAKE BINGHAM BONNEVILLE JEFFERSON MADISON TETON NEVADA STATE MAP VICINITY MAP 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 - 2ND EAST 12 C.5.3 PLAN & PROFILE - WEST PRIVATE DRIVE 13 C.5.4 DRAINAGE & UTILITIES DETAILS 14 C.6.0 EROSION CONTROL 15 M.1.0 LIFT STATION TANK 16 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 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 04/2/24 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 - 3/29/2024 01:53pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 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 04/2/24 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 - 3/29/2024 01:53pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CO N S T R U C T I O N 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 A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT OR CONCRETE BC BUILDING CORNER BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION BFF BASEMENT FINISH FLOOR BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BVP BEGIN VERTICAL PROFILE BVW BOTTOM OF VISIBLE WALL C&G CURB & GUTTER C B CATCH BASIN CL CENTERLINE CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y. CUBIC YARD DIA DIAMETER DWG DRAWING E EAST OR EASTING EA EACH EG EXISTING GRADE/ GROUND EL EV ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE EX EXISTING FE FLANGE END FF FINISHED FLOOR FG FINISHED GRADE FJ FLANGE JOINT FL FLOW LINE FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR GV GATE VALVE HGL HYDRAULIC GRADE LINE HP HIGH POINT HRZ HORIZONTAL HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) I RR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET LP LOW POINT L/S LANDSCAPE LT LEFT LVC LENGTH OF VERTICAL CURVE MAX MAXIMUM ME MATCH EXISTING MFR MANUFACTURER MGD MILLION GALLONS PER DAY MH MANHOLE MID MIDDLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH OR NORTHING, FRICTION FACTOR N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PH PHASE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS REV REVISION RT RIGHT R/W RIGHT OF WAY S SLOPE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SF SQUARE FOOT/ FOOTAGE S/L STREETLIGHT SPEC SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT S/W SIDEWALK TA TOP OF ASPHALT TBC TOP BACK OF CURB TBDC TOP BACK OF DEPRESSED CURB TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TEMP TEMPORARY TF TOP OF FOOTING TG TOP OF GRATE TWB TOP BACK OF WALL TWF TOP FRONT/FACE OF WALL T WR TOP OF WALL - RETAINING TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL W/ WITH WMH WATER MANHOLE WTR WATER * ALL ABBREVIATIONS MAY NOT BE USED EXISTING PROPOSED ELECTRICAL MANHOLE FINISHED FLOOR ELEVATION PARKING STALL COUNT TOP BACK CURB SPOT ELEVATION FFE:2752.84 ABBREVIATIONS*STANDARD SYMBOLS CALLOUTS DETAIL REFERENCE SCALE: fo tv t jb ir pp s w e t fo ir w g g tv tb co e FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE SIGNAL POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 2 LIGHT POLE OPT 3 GAS MANHOLE GAS METER CLEANOUT SEWER MANHOLE IRRIGATION MANHOLE IRRIGATION BOX WATER MANHOLE WATER METER FIRE HYDRANT FIRE HYDRANT OPT 2 GATE VALVE GATE VALVE OPT 2 CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND WYE REDUCER CAP & PLUG STORM DRAIN MANHOLE AREA DRAIN ROUND AREA DRAIN SQUARE DROP INLET CURB INLET CURB INLET OPT 2 CURB INLET OPT 3 CURB DOUBLE INLET CURB DOUBLE INLET OPT 2 COMBO BOX OIL/WATER SAND/GREASE OIL/WATER SAND/GREASE OPT 2 FLARED END PLAN SIGN BOLLARD BORE HOLE TEST PIT SD FO TV T E JB IR PP S SD W E T FO IR W G G TV T CO SD TP BH TP BH sd WATER METER OPT 2 BLOW-OFF TBC:2752.85 RCB REINFORCED CONCRETE BOX CULVERT RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE REC REINFORCED CONCRETE ELLIPTICAL CULVERT RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT EGG REINFORCED CONCRETE EGG SHAPED CULVERT PVC POLYVINYL CHLORIDE RCP BO WM REINFORCED CONCRETE PIPE VCP VITRIFIED CLAY PIPE CIP CAST IRON PIPE HDPE HIGH DENSITY POLYETHYLENE DIP DUCTILE IRON PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE PIPE POLY POLYETHYLENE * ALL ABBREVIATIONS MAY NOT BE USED PIPE ABBREVIATIONS* FLARED END PROFILE FLARED END SECTION BENCHMARK SECTION CORNER CONTROL POINT NOTE: NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. ADDITIONAL SPOT ELEVATION CALLOUTS TO BE REFERENCED ON GRADING SHEET LEGEND 3/4'' W 3/4'' W 1'' W 1'' W 2'' W 2'' W 3'' W 3'' W 4'' W 4'' W 6'' W 6'' W 8'' W 8'' W WATER PROPOSEDEXISTING W WUNKNOWN 18'' W 18'' W 24'' W 24'' W 30'' W 30'' W 36'' W 36'' W SURFACE FEATURES CONSTRUCTION KEYNOTE TAGS 1-1/2'' W 1-1/2'' W OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN OR IRRIGATION OR CABLE TV OR TELEPHONE OR GAS OR MISCELLANEOUS OR POWER 10'' W 10'' W 12'' W 12'' W 14'' W 14'' W 16'' W 16'' W 48'' W 48'' W 60'' W 60'' W 72'' W 72'' W 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 14 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 48 INCH 60 INCH 72 INCH 4'' SD 4'' SD 6'' SD 6'' SD 10'' SD 10'' SD 12'' SD 12'' SD 15'' SD 15'' SD 16'' SD 16'' SD 18'' SD 18'' SD STORM PROPOSEDEXISTING SD SDUNKNOWN 48'' SD 48'' SD 54'' SD 54'' SD 60'' SD 60'' SD 66'' SD 66'' SD 8'' SD 8'' SD 24'' SD 24'' SD 30'' SD 30'' SD 36'' SD 36'' SD 42'' SD 42'' SD 72'' SD 72'' SD 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 42 INCH 48 INCH 54 INCH 60 INCH 66 INCH 72 INCH 4'' SS 4'' SS 6'' SS 6'' SS 10'' SS 10'' SS 12'' SS 12'' SS 14'' SS 14'' SS 15'' SS 15'' SS 16'' SS 16'' SS SEWER PROPOSEDEXISTING SS SSUNKNOWN 8'' SS 8'' SS 18'' SS 18'' SS 24'' SS 24'' SS 30'' SS 30'' SS 36'' SS 36'' SS 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 14 INCH SERVICE LATERAL 1'' IRR 1'' IRR 2'' IRR 2'' IRR 6'' IRR 6'' IRR 8'' IRR 8'' IRR 10'' IRR 10'' IRR 12'' IRR 12'' IRR IRRIGATION PROPOSEDEXISTING IRR IRRUNKNOWN 4'' IRR 4'' IRR 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 18 INCH 24 INCH 30 INCH 36 INCH BEL BEL 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL A-1/0 A-1/0 A-1/0 POWER PROPOSEDEXISTING OHP OHPOVERHEAD 3'' BEL 3'' BEL A-4/0 A-4/0 A-4/0 B-1/0 B-1/0 B-4/0 B-4/0 B-4/0 C-1/0 C-1/0 UNDERGROUND 2 INCH 3 INCH 4 INCH 6 INCH 10 INCH 1 PH A 1/0 1 PH A 4/0 1 PH B 1/0 1 PH B 4/0 1 PH C 1/0 8 INCH WSERVICE LATERAL IRRSERVICE LATERAL C-4/0 C-4/0 ABC-4/0 ABC-4/0 ABC-750 SEC SEC SL SL SL A-1/0A-1/0A-1/0 A-4/0A-4/0A-4/0 B-1/0B-1/0 B-4/0B-4/0B-4/0 C-1/0C-1/0 C-4/0C-4/0 ABC-4/0ABC-4/0 ABC-750 SECSEC SLSLSL 1 PH C 4/0 3 PH ABC 4/0 3 PH ABC 750A SECONDARY STREET LIGHT BCTV BCTV BFO BFO TEL TEL BTEL BTEL BTEL COMMUNICATIONS PROPOSEDEXISTING CTV CTVOVERHEAD CABLE TV FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 1'' G 1'' G 2'' G 2'' G 6'' G 6'' G 8'' G 8'' G 12'' G 12'' G GAS PROPOSEDEXISTING G GUNKNOWN 4'' G 4'' G 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 12 INCH 3 INCH HPG HPGHIGH PRESSURE 72'' SD 72'' SDLAND DRAIN FILL FILL LOD LOD GB GB GB HWM HWM 1YR HWM 5YR HWM 10YR CUT CUT CUT HWM 25YR HWM 50YR HWM 100YR X X X X X CUT LINE FILL LINE LIMITS OF DISTURBANCE DITCH GRADE BREAK HIGH WATER MARK HIGH WATER MARK - 1 YEAR EVENT HIGH WATER MARK - 5 YEAR EVENT HIGH WATER MARK - 10 YEAR EVENT HIGH WATER MARK - 25 YEAR EVENT HIGH WATER MARK - 50 YEAR EVENT HIGH WATER MARK - 100 YEAR EVENT FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - PANEL WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY EASEMENT AS NOTED JUT TOP TOP TOP >>> MISCELLANEOUS PROPOSEDEXISTING DEMO TOE TOE UNKNOWN PIPE JOINT UTILITY TRENCH TOE OF SLOPE TOP OF SLOPE DIRECTIONAL FLOWLINE GUARDRAIL RAILROAD TRACKS EDGE OF PAVEMENT top top top toe toe PAINT STRIPE - SOLID PAINT STRIPE - DOUBLE SOLID PAINT STRIPE - BROKEN PAINT STRIPE - BIKE LANE INTERSECTION PAINT STRIPE - LANE DROP PAINT STRIPE - LANE LINE EXTENSION FUT FUT LTG LTG PED PED DET DET EXISTING/PROPOSED TRAFFIC SIGNAL - DETECTION CONDUIT PSH PSH PWR PWR TRAFFIC SIGNAL - FUTURE CONDUIT TRAFFIC SIGNAL - LIGHTING CONDUIT TRAFFIC SIGNAL - PEDESTRIAN CONDUIT TRAFFIC SIGNAL - PUSH BUTTON CONDUIT TRAFFIC SIGNAL - POWER SOURCE CONDUIT (4000) (4002) CONTOUR - MAJOR CONTOUR - MINOR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT D00 G1 35 50 65 80 90 93 99 00 Z D00 66 36 81 51 91 94 97 A 01 G1 00 96 SS OR PROTECT IN PLACEP00P00 SITE PLAN HATCH PATTERNS BUILDING / PAD CONCRETE SIDEWALK / FLATWORK POOL DECK XERISCAPE HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION RIPRAP ADA ACCESS RAMP TRUNCATED DOMES GRAVEL LANDSCAPE AREAS / GRASS DECORATIVE BRICK / SIDEWALK / FLATWORK / LANDSCAPE AREAS EXISTING CONDITIONS & DEMO HATCH PATTERNS ASPHALT DEMO HATCH CONCRETE DEMO HATCH BUILDING DEMO HATCH SHEET C.#.# SHEET C.#.# 4000 4002 C. # . # DE T A I L # (TYPICAL SECTION DETAIL) BO WM CURB AND GUTTER DEMO EX CONDITIONS CONTROL POINT NONE LINE1 # A ## ID - 8 1 1 6 - 2 3 CJ F NM C TL M 03 / 2 9 / 2 0 2 4 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 04/2/24 14'' w toe e e e sd sd to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w 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 t o p to p 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 e to e to e to e t o e to e to e to e to e to e to e to e 14'' w ssssssSSSSSSSSSSSSSSSSS IR IR IR R SD SD 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 4 8 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 C B = S 4 5 ° 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 - 3/29/2024 01:54pm, 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 CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 EX I S T I N G C O N D I T I O N S & D E M O 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# 2 CP# 3 CP# 4 P01 P01 P01 P02 P02 P03 P03 P04 P05 P06 D03 D03 D03 P09 P10 P10 P11 P12 P13 P14 P15 P16 P17 P17 P17 P17 P18 P18 P18 P19 P19 D01 D01 D01 D01 P01 D04 D06 D05 MOODY 2N D E A S T PROPOSED BUILDING FOOTPRINT D09 PATCH BACK TO MATCH EXISTING SURFACE P16 P02 P01P01 P18 P18 P18 P18P18P18 P09 P10P10P10 P10 P10 P12 P12 P03 P11 P11 P10 P11 P11 P16 P11 P11P11 P11 CONTRACTOR TO VERIFY WATER MAIN LOCATION P13 P14 P15 04/2/24 14'' w toe e e e sd sd to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w S ssssssss pp pp 14'' w ssssssssSSSSSSSSSSSSSSSSS IR IR IR R SD SD 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 - 3/29/2024 01:55pm, 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 CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 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 2N D E A S T PL A N & P R O F I L E - S H E E T C . 5 . 2 SI T E P L A N D E T A I L S - 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 E E T C . 4 . 0 OVERALL SITE PLAN SITE PLAN DETAILS SHOWN - C.3.1 & C.3.2 GRADING PLAN DETAILS - SHEET C.4.0 WE S T P R I V A T E D R I V E PL A N & P R O F I L E - S H E E T C . 5 . 3 SI T E P L A N D E T A I L S - 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 E E T C . 4 . 0 04/2/24 5'6.5' R1 5 ' R2 2 . 5 ' 43.4' 19 . 5 ' 5' 2. 4 ' 27.2' 96 . 3 ' 244.6' 21.5' 13 ' 29 ' 5.1' 5.1'36 . 6 ' 10 . 2 ' 5' 8' 3' 3' 17.7' 4.5'17.2' 37 . 6 ' 246.6' 7. 8 ' 38 ' 20 ' TY P 9.8' TYP 3.5' TYP 287.6' 42 . 8 ' 32 7 ' 8 . 8 ' 36' 285.2' 5' 6'36' 6. 5 ' 279.1' 5' R15' 19. 3 ' 19. 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' 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 e e sd sd to b to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w S ssssssss pp pp 14'' w ssssssssSSSSSSSSSSSSSSSSS IR IR IR R SD SD 25 ' 12 . 5 ' 3' 3'3' 3' 26 ' 3. 5 ' 3. 5 ' 4' 19.3' 17 2 . 8 ' R1 1 . 5 ' R3 ' 3'3' 3' 3'6' 7. 6 ' 3' 25 . 5 ' 25 . 5 ' 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 ' 4. 9 ' 5' R 1 2 . 5 ' 5' 41 . 9 ' 40 ' 8.9 ' 6' 6.2' 3' 4' 8.8' 7. 6 ' 5 ' 7.6' 13.5' R 8 . 5 ' R0.5' R8 . 5 ' R 1 ' R1 ' 16' 8 . 6 ' 8.7' 6.3' R 2 9 . 5 ' R 7 . 5 ' R7.5' 32 . 6 ' 3' R7 . 5 ' R7.5' R29 . 5 ' 17 2 . 8 ' 14 ' 14 ' 33 . 9 ' 6' 6' 5. 9 ' 8. 3 ' 5' 25' 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 - 4/02/2024 09:50am, Garrett.Richins 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 CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 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 01 01 03 03 03 04 03 03 03 03 03 03 04 03 03 03 03 03 03 04 03 03 03 03 03 03 030404 04 04 06 06 06 06 06 06 07 08 09 10 10 10 10 10 10 10 10 10 10 10 STORM SWALE 111111 11 12 12 12 13 03 04 03 14 10 11 17 11 10 18 18 18 02 01 19 36' 14 04 04 04 04 03 03 04 03 MISCELLANEOUS KEYNOTES INSTALL LIGHT POLEA A 03 22 22 01 01 10 10 10 12 12 14 ' 12 14 14 14 06 03 03 03 03 03 04 03 03 03 04 04 11 11 11 04 04 09 09 11 12 MATCH CITY CURB DURING INSTALL 05 05 03 04 04 03 16 21 A 10 10 06 14 19 04 04 03 04/2/24 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 - 3/29/2024 01:56pm, 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 CO N S T R U C T I O N 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 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 03 / 2 9 / 2 0 2 4 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 2 3 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 2 3 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 NTS SCALE: 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 GROUND 3'-0" BELOW GROUND SET IN CONCRETE (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 FENCE MUST BE ATTACHED TO CONCRETE PAD AS APPROVED BY CITY ENGINEER. PRIVACY MATERIALS 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' 04/2/24 14'' w toe e e e sd sd to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w S ssssssss pp pp 14'' w ssssssssSSSSSSSSSSSSSSSSS IR IR IR R SD SD 4877 4 8 7 8 48 7 6 487 6 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 4 8 7 8 48 7 7 48 7 5 48 7 5 4 8 7 7 48 7 5 4877 4879 4 8 7 6 4 8 7 6 4878 48 7 7 4876 4876 48 7 6 48 7 7 4876 4876 4 8 7 6 4876 4 8 7 6 487 6 4876 4876 487 7 4877 4877 48 7 8 4876 48 7 6 487 6 4876 48 7 7 4877 4877 4877 4877 FFE: 4876.67 TOC: 4876.14 TOC: 4875.98 FG: 4877.18 TOC: 4877.30 TOC: 4877.22 TOC: 4875.96 TOC: 4876.07 TOC: 4876.00 TOC: 4876.23 TOC: 4876.27 TOC: 4876.06 FG: 4877.19 FG: 4877.20 FG: 4877.22 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: 4875.89 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 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: 4876.69TBC: 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: 4876.39 TBC: 4876.39 TBC: 4876.36 TBC: 4876.39 TOC: 4877.25 TBC: 4877.03 TBC: 4877.19 TBC: 4877.21 TBC: 4877.24 TBC: 4876.75 TOA:4876.37 TOA:4876.21 TOG:4875.65 TOA:4876.80 TOC: 4877.25 TOC: 4877.29 TOC: 4877.29 TOG:4875.30TOG:4875.35 TOG:4875.46 TRENCH DRAIN TOG:4876.51 LS LANDSCAPE TOG:4877.09 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 TBC: 4876.15 FG: 4876.45 TBC: 4877.56 TBC: 4876.58 TBC: 4876.57 TBC: 4876.17 TOA:4875.64 TBC: 4876.48 TBC: 4877.30TOA:4876.27 TBC: 4877.00 TBC: 4877.07 TBC: 4876.97 TBC: 4876.69 TBC: 4876.66 TBC: 4876.73 TBC: 4876.96 TBC: 4877.42 TBC: 4877.54 TBC: 4877.44 TBC: 4877.61 TBC: 4877.56 TBC: 4877.78 TBC: 4877.44 TBC: 4877.57 TBC: 4877.35 TBC: 4877.76 TBC: 4876.62 TBC: 4876.68 TBC: 4877.07 TBC: 4877.13 TBC: 4876.82 TBC: 4876.75 TBC: 4876.34 TBC: 4876.83 TBC: 4877.24 TBC: 4877.39 TOC: 4878.32 TOC: 4878.24 TOC: 4876.82 TOC: 4876.82 TOC: 4876.82 TOC: 4876.82 TOC: 4876.89 TOC: 4876.89 TOC: 4876.89 TOC: 4876.89 FG: 4876.75 FG: 4876.61 DTBC: 4876.95 DTBC: 4876.64 DTBC: 4876.53 DTBC: 4876.99 DTBC: 4877.10 DTBC: 4877.33 DTBC: 4876.20 TOA:4876.89 TOA:4876.62 TOA:4876.50 TOA:4876.94 TOA:4876.96 TOA:4877.30 TOA:4877.28 TOA:4877.06 TOA:4877.08 TOA:4876.37 TOA:4876.46 TOA:4876.47 TBC: 4876.97 TBC: 4876.96TOA:4876.89 DTBC: 4876.08 TBC: 4876.54 TOA:4876.04 TOA:4876.18 TOA:4876.05 TOA:4876.17 TOA:4876.57 TOA:4876.47 TOA:4877.19 TOA:4877.11 TOA:4876.63 TOA:4877.39 TOA:4876.18 TOA:4876.81 TBC: 4877.89 TBC: 4877.31 TBC: 4876.71 DTBC: 4876.27DTBC: 4876.45 TBC: 4876.95 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: 4878.16 TOC: 4878.24 TOC: 4876.89 TOC: 4876.95 TOC: 4877.02 TOC: 4876.97 TOC: 4876.57 TOC: 4876.39 TOA:4877.29 TOA:4876.30 TOA:4876.09 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: 4877.13 TOA:4877.39 TOC: 4877.39 DTBC: 4876.67 TOA:4876.18 TOA:4876.41 TOA:4876.00 TOA:4875.60 TBC: 4876.10 DTBC: 4876.71 TBC: 4877.14 TOA:4876.41 DTBC: 4876.44 TOA:4876.63 DTBC: 4876.66 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:4876.67 DTBC: 4876.70 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 TOC: 4878.04 METOC: 4877.56 METBC: 4877.82 METBC: 4878.09 METOC: 4877.84 TOC: 4878.13 DTBC: 4877.85 DTBC: 4878.05 TOG:4876.19 TBC: 4876.69 METOA: 4877.92 TOC: 4878.09 TBC: 4878.58 TBC: 4878.66 TBC: 4878.75 TBC: 4878.67 TBC: 4878.59TBC: 4878.75 TOA:4875.80 TOA:4877.06 DTBC: 4877.21 TBC: 4876.87 TOC: 4876.67 TOC: 4876.75 TOC: 4878.16 TOC: 4878.24 TOC: 4876.07 TOC: 4876.15 TOC: 4876.11 TOC: 4876.03 METOA: 4877.64 TOC: 4878.52 TOC: 4878.32 TOC: 4878.39 TOC: 4878.60 DTBC: 4878.60 TBC: 4879.00 TBC: 4878.78 TBC: 4878.68 TBC: 4878.08 TOA:4877.58 TOA:4878.50 TOC: 4878.60 TOC: 4878.41 TBC: 4878.26 TBC: 4878.21 TOC: 4878.32 TOC: 4878.39 TOC: 4878.21 TOC: 4878.13 DTBC: 4878.13 DTBC: 4878.05 TOA:4878.03 TOA:4877.76 DTBC: 4878.39 TOC: 4878.39 DTBC: 4878.35 TOA:4878.11 TOC: 4878.34 TOC: 4878.33 1 . 6 % 2.1% 2. 0 % 1 . 9 % 1 . 5 % 1 . 6 % 5.0% 4. 4 % 2.9% 1.6% 1 . 9 % 1. 9 % 3.2% 3.4% 2. 5 % 3.3% 3.1% 1 . 8 % 1.8% 1.5% 1.5% 1. 7 % 1 . 6 % 1 . 6 % 1 . 6 % 7. 7 % 2. 0 % 2 . 1 % 1. 7 % 1. 7 % 1. 7 % 1. 7 % 2 . 2 % 1.3% 1.2% 2.5 % 1.9 % 1 . 5 % 3.0 % 1. 3 % 1.9 % 1. 6 % 1 . 6 % 1.9 % 1.7 % 1 . 6 % 1 . 7 % 0. 0 % 1. 7 % 1. 2 % 1. 3 % 3.0% 1.5 % 1. 1 % 1.7% 0. 8 % 1. 9 % 0.8% 1 . 2 % 1.0% 2.0 % 2.0% 2. 4 % 0. 5 % 2 . 6 % 2 . 5 % 2 . 4 % 1 . 7 % 1. 2 % 2 . 2 % 1. 7 % 1.7 % 1. 5 % 2 . 2 % 1. 7 % 1. 8 % 2.6 % 1.2% 1.2% 1.2% 0.5% 0.8% 1.1 % 1. 6 % 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 % 3.1% 3 . 6 % 0. 7 % 1.3% 1.3%1.0%3.7% 1.9%1.0%1.3%1.9% 1.1% 1.0% 1.0% 1.4% 1.4% 1.0% 1.6%1.6%1.3% 2. 6 % 6. 2 % 0.9%0.1%0.1%0.4% 1. 1 % 1.0%2.3% 3.3% 1.4% 1.6 % 1.0% 1. 5 % 1. 5 % 2. 5 % 0 . 5 % 1.6 % 1.3% 1. 2 % 1. 7 % 1. 7 % 2. 0 % 2.0% 1. 4 % 1 . 5 % 0.9% 0.8% 2.5 % 1.6 % 2 . 0 % 1.6 % 1.8 % 1 . 8 % 1 . 6 % 2.0 % 2.0 % 3. 1 % 2 . 2 % 2 . 9 % 2 . 5 % 1 . 5 % 1.3 % 2.1 % 2.3% 2. 1 % 2.8% 5.2% 1.9% 0.6% 1.2% 1. 5 % 0. 8 % 0. 8 % 0.6% 0.5% 0.6%3.1% 0. 5 % 0.6%0.6% 1. 2 % 2.1 % 1. 2 % 1. 4 % 0 . 3 % 1.4 % 1 . 4 % 1.1% 1.2% 0. 7 % 1. 1 % 1.8% 2 . 2 % 2.8% 2.3% 1.3% 1. 9 % 2. 4 % 1.3% 2.6% 5.0% 2.5% 2.2% 1. 6 % 1.3% 2.0 % 0.9% 2.0% 5. 4 % 0. 8 % 0. 5 % 1. 1 % 1.6 % 1 . 6 % 0.5%0.6% 4.0% 3.4% 3.1% 2.8% 1.4% 4.0% 4.0 % 2.0% 1. 8 % 0.5%3.3% 1.6 % 2.3% 1. 6 % 1.5 % 1. 7 % 2. 7 % 4. 0 % 2.9% 2.3% 1. 8 % TOC: 4878.08 TOC: 4878.06 TOA:4877.35 TBC: 4877.85 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 - 4/02/2024 09:43am, Garrett.Richins 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 CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 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 PROPOSED BUILDING FFE VARIES ON BUILDING FOOTPRINT. SEE BOXED ELEVATION POINTS ABOVE FOR BUILDING FOOTPRINT ELEVATIONS. 04/2/24 toe e e e sd sd to b to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w S ssssss 14'' w ssssssSSSSSSSSSSSSSSSSS IR IR IR R SD SD 100' 37 . 9 ' 31 4 . 8 ' 43.3' 20 ' 61' 58' TOA:4876.57 TOA:4876.37 TOA:4875.82TOA:4875.52 SD SS SS 1-1/2'' W 1-1/2'' W 2' ' W 2' ' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 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 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 SD SD SD SS S D IR 6'' W 6'' W SD ROOF DRAIN 4 FG: 4877.31 INV OUT: 4874.31 6" (E) SD ROOF DRAIN 3 FG: 4877.24 INV OUT: 4874.22 6" (N)SD ROOF DRAIN 1 FG: 4877.21 INV OUT: 4873.77 6" (N)SD ROOF DRAIN 2 FG: 4877.21 INV OUT: 4874.21 6" (N) SD 6" 90 DEG ELBOW 2 FG: 4877.17 INV IN: 4873.63 6" (S) INV OUT: 4873.63 6" (E) SD 6" 90 DEG ELBOW 1 FG: 4877.16 INV IN: 4874.15 6" (S) INV OUT: 4874.15 6" (W) SD 6" TEE FG: 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. @ 1.94% 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: 4875.70 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: 4877.12 INV IN: 4873.47 6" (E) INV IN: 4873.47 6" (W) INV OUT: 4873.47 6" (N) SDMH 2 RIM: 4875.75 INV IN: 4872.04 12" (W) INV IN: 4872.54 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 % SD INFILTRATOR INVERT FG: 4875.90 INV IN: 4871.33 12" (E) 43.3' 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 - 4/02/2024 09:35am, Garrett.Richins 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 CO N S T R U C T I O N 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 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) INSTALL 1.5" DOMESTIC WATER SERVICE PER CITY OF REXBURG STD - 402 (2022). CAP AND MARK (TO SURFACE) INSTALL 6" FIRE WATER SERVICE. CAP AND MARK (TO SURFACE) 37 38 39 40 41 42 43 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 03 / 2 9 / 2 0 2 4 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 70 70 70 68 71 72 73 7475 37 42 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 1. INFILTRATION DRAINAGE SUMMARY FOUND ON TABLE ON SHEET C.5.4 2. SEE GRADING SHEETS FOR BUILDING FFE SHEET NOTES 41 68 66 39 66 66 74 66 66 66 69 70 66 66 67 66 67 66 TIE INTO 8" WATER MAIN PLUG 43 04/2/24 toe e e e sd sd to b to b tob to b ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w S ssssss 14'' w ssssssSSSSSSSSSSSSSSSSS IR IR IR R SD SD SD SS SS 1-1/2'' W 1-1/2'' W 2' ' W 2' ' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 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 SS SS S 6'' W 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 4 3 EP: 4+43.20 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 SD SD SD SS S D 6'' W 6'' W SS LIFT STATION 1 RIM: 4875.62 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 FG: 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 FG: 4876.70 INV OUT: 4870.67 6" (N) SS PLUG 5 FG: 4876.69 INV OUT: 4871.67 4" (N) SS PLUG 4 FG: 4876.69 INV OUT: 4871.69 4" (N) SS PLUG 3 FG: 4876.69 INV OUT: 4872.69 6" (N) SS PLUG 2 FG: 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 FG: 4876.59 INV IN: 4872.63 6" (S) INV OUT: 4872.63 6" (W) SS EX PLUG TIE IN RIM: 4877.05 INV IN: 4857.95 8" (S) 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: 4876.38 INV IN: 4870.39 6" (W) INV OUT: 4870.39 6" (N) INV OUT: 4866.56 6" (E) SS CO 4 RIM: 4876.46 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: 4876.24 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: 4876.35 INV IN: 4869.73 6" (W) INV IN: 4869.90 4" (S) INV OUT: 4869.73 6" (E) SSMH - S&G - 1 RIM: 4876.32 INV IN: 4869.92 6" (N) INV OUT: 4869.92 6" (E) SS CO 10 RIM: 4876.32 INV IN: 4870.45 6" (S) INV OUT: 4870.45 6" (W) SS RECLAIM TANK 3 RIM: 4876.33 INV IN: 4870.40 6" (E) INV IN: 4870.39 4" (S) INV OUT: 4870.39 6" (W) SS RT 3 SERVICE CONNECTION RIM: 4876.34 INV IN: 4870.39 6" (E) INV IN: 4870.39 4" (S) INV IN: 4866.56 6" (W) SS CO 8 RIM: 4876.10 INV IN: 4868.22 6" (W) INV OUT: 4868.22 6" (N) SS CO 6 RIM: 4876.14 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) 16 5 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 FG: 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 FG: 4876.75 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 - 3/29/2024 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 CO N S T R U C T I O N 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 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 03 / 2 9 / 2 0 2 4 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 INSTALL 8" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION 51 52 53 54 55 56 57 58 59 60 61 62 63 65 66 1.SEE SHEET M.1.0 AND M.2.0 FOR LIFT STATION DETAILS 2.SEE GRADING SHEETS FOR BUILDING FFE SHEET NOTE 51 5151 59 59 52 52 52 5252 53 53 53 53 53 53 53 53 53 53 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 66 56 6261 65 53 53 CONTRACTOR TO VERIFY EXISTING TIE IN LOCATION PRIOR TO INSTALLATION 04/2/24 14 ' ' w e e e sd sd to b tob ss ss ss ss ss ss ss ss w w w w w w w w w w S ss ss ss pp pp toetoe 14 ' ' w ss ss ss SS IR IRIRR 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 + 3 2 . 6 8 P T : 4 + 4 2 . 0 3 P C : 4 + 5 8 . 2 0 PT : 4 + 6 7 . 4 5 EP : 5 + 1 8 . 9 5 16 ' ' W s ss ss ss SS SS IR IRIR IR 0+00 1+00 2+00 3+00 4+00 5+00 5+19 IRMH - 4 IRMH - 3 IRMH - 5 48" I R R 48" IRR 48" I R R IRR FLARED END 2 IRMH - 6 48" IRR 4840 4850 4860 4870 4880 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 48 7 8 . 1 7 48 7 8 . 9 6 2+00 48 7 8 . 2 6 48 7 7 . 2 8 3+00 48 7 8 . 0 5 48 7 7 . 1 4 4+00 48 7 8 . 2 9 48 7 6 . 8 2 5+00 48 7 8 . 2 0 ST A : 3 + 6 9 . 2 8 ( 0 . 0 0 , ) 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 ) EX I R M H - 2 RI M : 4 8 8 0 . 5 3 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 ) EX I R M H - 1 RI M : 4 8 8 0 . 5 4 IN V I N : 4 8 7 3 . 9 5 - 4 8 " ( N ) IN V O U T : 4 8 7 0 . 0 0 - 4 8 " ( S ) ST A : 0 + 4 1 . 0 4 ( 0 . 0 0 , ) EX I R 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 ) 98.00' of 48" EX RCP @ 0.20% ST A : 4 + 3 7 . 3 6 ( 0 . 9 8 , R ) IR M H - 5 RI M : 4 8 8 1 . 0 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 ) 25.97' of 48" CMP @ 0.00% 200.33' of 48" CMP @ 0.00% 21.42' of 48" CMP @ 0.00% 10.00' of 48" EX CMP @ 0.20% 68.33' of 48" RCP @ 0.00% ST A : 4 + 6 2 . 8 2 ( - 0 . 9 6 , L ) IR M H - 6 RI M : 4 8 8 1 . 0 0 IN V I N : 4 8 6 9 . 8 0 - 4 8 " ( N W ) IN V O U T : 4 8 7 3 . 9 7 - 4 8 " ( S ) 5.00' of 48" CMP @ 0.20% ST A : 0 + 4 1 . 0 4 ( 0 . 0 0 , ) EX I R 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 ) ST A : 0 + 4 1 . 0 4 ( 0 . 0 0 , ) EX I R 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 ) ST A : 0 + 4 1 . 0 4 ( 0 . 0 0 , ) EX I R 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 ) ST A : 4 + 6 7 . 5 8 ( - 0 . 0 1 , L ) IR R F L A R E D E N D 2 RI M : 4 8 7 8 . 4 7 IN V I N : 4 8 7 3 . 9 6 - 4 8 " ( N ) El e v a t i o n 4840 4850 4860 4870 4880 4890 -1+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 - C.5.2 PLAN & PROFILE - 2ND EAST - 3/29/2024 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 CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 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 11 C.5.2 2ND EAST PROFILE PROPOSED SURFACE EXISTING 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 83 81 81 81 82 82 82 82 SCALE: 1 C.5.2 GALVANIZED STEEL APRON DETAIL NTS 81 82 04/2/24 to e SS CO 9 SS TRASH PIT SS CO 2 SS EX PLUG TIE INSSMH - 2SS TEE 1 SS CO 3 SS RECLAIM TANK 1 SS RT 1 SERVICE CONNECTION SSMH - 3 SS PLUG 8 8" S.S. 8" S.S. 6" S.S.6" S.S. 6" S . S . 6" S.S. 8" S.S. 8" S.S.SD INLET 2 SD INLET 1 12" S.D. 1 2 " S . D . 10 ' 48 7 6 4 8 7 6 24 . 8 ' SS SS 1- 1 / 2 ' ' W 1- 1 / 2 ' ' W 2' ' W 2' ' W 2' ' W SSSSSSS SD S D 6' ' S S 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS SS SS S 6' ' W 0+00 1+00 2+00 3+00BP : 0 + 0 0 . 0 0 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 6' ' W 6' ' W 322' 43 . 3 ' 43 . 3 ' 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 ST A : 3 + 4 4 . 7 0 ( 0 . 0 9 , R ) SS E X P L U G T I E I N RI M : 4 8 7 7 . 0 5 IN V I N : 4 8 5 7 . 9 5 - 8 " ( S ) 6.04' of 8" @ 0.40% 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 : 1 + 2 3 . 6 6 2" W A T E R S E R V I C E ( L T ) ST A : 3 + 4 1 . 0 5 1. 5 " W A T E R S E R V I C E ( L T ) ST A : 3 + 3 1 . 1 9 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 7 6 . 7 5 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) ↕ 3.02' (SD)↕ 3.54' (SD) 113.26' of 8" S.S. @ 0.40% 165.09' 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 ss ss ss ss ST A : 3 + 4 4 . 5 6 8" W A T E R M A I N L I N E T I E I N 37.64' of 8" @ 0.40%37.64' of 8" @ 0.40% ST A : 2 + 3 9 . 0 5 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.5.3_P&P WEST PRIVATE DR.dwg - C.5.3 P&P WEST PRIVATE DR - 3/29/2024 02:01pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CO N S T R U C T I O N 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 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 03 / 2 9 / 2 0 2 4 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 12 C.5.3 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 INSTALL 1.5" DOMESTIC WATER SERVICE PER CITY OF REXBURG STD - 402 (2022). CAP AND MARK (TO SURFACE) INSTALL 6" FIRE WATER SERVICE. CAP AND MARK (TO SURFACE) 38 39 40 41 42 43 44 45 46 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 39 39 41 41 42 44 44 51 5152 52 52 52 53 54 53 54 55 55 66 6768 6' MINIMUM ±375 LF OF 8" DI WATER MAIN 40 39 39 52 41 8" WATER MAIN LINE TIE INTO PLUG 41 46 45 04/2/24 H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.4_DRAINAGE & UTILITIES DETAILS.dwg - C.5.4 DRAINAGE & UTILITIES DETAILS - 3/29/2024 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 CO N S T R U C T I O N 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 ID - 8 1 1 6 - 2 3 CJ F NM C TL M 03 / 2 9 / 2 0 2 4 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 13 C.5.4 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 04/2/24 14'' w 14'' w toe e e e sd sd tob to b ss ss ss ss ss ss ss ss w w w w w w w w w w S ssssssss pp pp pp pp 14'' w ssssssssSSSSSSSSSSSSS IR IR IR R SD SD 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 L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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 ' 4 8 7 6 487 7 48 7 6 4876 4877 4878 4878 4 8 7 8 4879 4877 48 7 8 48 7 8 48784878 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 - 3/29/2024 02:03pm, Nick.Croft 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CO N S T R U C T I O N 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 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 ' M I N 12" DIAMETER ROCK 6" MIN 18" MIN 18 " M I N 48" MIN48" MIN 4" PVC PIPE FLOW CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND-MIN WEIGHT 40 LBS. 24" MIN FRONT VIEW 4" PVC PIPE FOR DRAINAGE SANDBAG BARRIER SPC-2 INLET PROTECTION (PAVED AREA) BMP 31 RETRIEVAL STRAP OVERFLOW (PEAK STORM) SEDIMENT ACCUMULATION GEOTEXTILE FABRIC SILT FENCE BMP 63-68 EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" 14 GA WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST ALT: STEEL FENCE POSTS 8" 12 " 2' - 6 " 2' - 0 " 5' - 0 " 6" 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 ±2.86 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 03 / 2 9 / 2 0 2 4 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 14 C.6.0 1 1 1 1 1 1 1 1 1 1 1 50' 30 ' 2 2 5 4 44 4 3 3 3 3 3 3 MOODY 2N D E A S T 1 04/2/24 145" 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 . 14'' w 14'' w toe e e e sd tob to b ss ss ss ss ss ss ss ss w S ssssssssssssss SD pp pp pp pp to e to e 14'' w IR IR IR IR IR EXISTING TREE ON SITE- STATUS UNKNOWN SNOW STORAGE AREA SNOW STORAGE AREA SNOW STORAGE AREA H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0_LANDSCAPE PLAN.dwg - C.7.0 - 11/15/2023 04:03pm, Garrett.Richins 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 Y 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' ID - 8 1 1 6 - 2 3 CJ F NM C TL M 08 / 3 0 / 2 0 2 3 LA N D S C A P 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 15 C.7.0 SYMBOL COMMON / BOTANICAL NAME CONT CAL QTY REMARKS TREES AMUR MAPLE / ACER GINNALA B & B 2"3 ARNOLD SENTINEL AUSTRIAN BLACK PINE / PINUS NIGRA `ARNOLD SENTINEL`7` H B&B 19 EVERGREEN GREENSPIRE LITTLELEAF LINDEN / TILIA CORDATA 'GREENSPIRE'B & B 2"2 NEWPORT FLOWERING PLUM / PRUNUS CERASIFERA 'NEWPORT'B & B 2"9 NORWAY SPRUCE / PICEA ABIES `CUPRESSINA`7` H B&B 10 EVERGREEN SHADEMASTER HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'B & B 2"2 SYMBOL COMMON / BOTANICAL NAME SIZE QTY REMARKS SHRUBS BUMALD SPIREA / SPIRAEA X BUMALDA 5 GAL 33 DARK KNIGHT BLUEBEARD / CARYOPTERIS X CLANDONENSIS 'DARK KNIGHT'5 GAL 38 FINE LINE® ALDER BUCKTHORN / RHAMNUS FRANGULA 'RON WILLIAMS'5 GAL 26 GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA 'GRO-LOW'5 GAL 31 YELLOW NINEBARK / PHYSOCARPUS OPULIFOLIUS `DART`S GOLD`5 GAL 51 ANNUALS/PERENNIALS STELLA DE ORO DAYLILY / HEMEROCALLIS X 'STELLA DE ORO'5 GAL 52 GRASSES FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`5 GAL 72 PLANT SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 4" DEPTH OF 1-2" FRACTURED ROCK 25,314 SF REFERENCE NOTES SCHEDULE LANDSCAPING TABLE OVERALL SITE LANDSCAPING SITE AREA = 60,576 SF TOTAL HARDSCAPE = 48,238.6 SF (79.7% OF SITE) TOTAL LANDSCAPING = 25,314 SF (42% OF SITE) *(20% MINIMUM LANDSCAPING REQUIRED OF TOTAL SITE SF) 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 2.PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. 3.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 3.1.2" DEPTH IN ALL PLANTER BED AREAS 3.2.2" DEPTH IN ALL NEW SEED AREAS. 4.EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCH AS TURF GRASS AND BARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS AND BROADCAST SEED, ETC. EXACT TYPE OF EDGING SHALL BE INDICATED ON THE PLANS. IF NO EDGING IS INDICATED ON THE PLANS A 6" X 6" SLIP FORMED, SQUARE CONCRETE CURB SHALL BE USED. 5.ROCK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER. SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: 5.1.1-2" DIAMETER FRACTURED STONE : 4" 5.2.2-4" DIAMETER FRACTURED STONE: 6" 5.3.1-2" COBBLE MULCH: 4" 5.4.2-4" COBBLE MULCH: 6" 5.5.PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES. 6.ALL TREES IN TURF GRASS AREAS SHALL HAVE A MIN 4' DIAMETER RING TO SEPARATE THE ROOT ZONE FROM THE TURF GRASS. EDGING AROUND RING SHALL BE AS SPECIFIED PER THE PLANS. THE RING SHALL BE SHOVEL CUT TO A DEPTH OF 2" BELOW THE TURF SOD ROOT MAT. 7.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 8.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT 9.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS. 12.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED ON A REGULAR SCHEDULE DURING THE FIRST GROWING SEASON. 13.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL ACCEPTANCE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER. NOTES SNOW STORAGE TOTAL PLOWED HARDSCAPE AREA = 38,418 SF TOTAL SNOW STORAGE AREA = 4,971 SF (13% OF PLOWED HARDSCAPE) *(10% MINIMUM SNOW STORAGE REQUIRED OF TOTAL PLOWED HARDSCAPE) SNOW STORAGE AREA CO N S T R U C T I O N S E H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0_LANDSCAPE PLAN_F.dwg - C.7.1 - 11/15/2023 12:42pm, Garrett.Richins 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 Y 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 LA N D S C A P E 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 15 C.7.1 CONIFER TREE NOT TO SCALE EVERGREEN TREE PER PLAN, REMOVE NURSERY STAKE IMMEDIATELY. 1 4" GALVANIZED VINYL COATED GUY WIRES WITH TURN BUCKLES FOR ADJUSTMENT. ARRANGE IN A TRIANGULAR PATTERN AROUND TREE. WONDER CINCH TIES. ROOTBALL, SCORE SIDES WITH VERTICAL CUTS 1/2" DEEP AT 6" O.C., SET TOP OF ROOTBALL FLUSH WITH OR SLIGHTLY ABOVE FINISH GRADE, PLACE ON UNDISTURBED SOIL. GRANITE, ROCK, MULCH, GRASS OR OTHER GROUND COVER PER PLANS, DO NOT ALLOW TO TOUCH TRUNK. TILL SOIL TO A DEPTH EQUAL TO THE ROOTBALL DEPTH, REMOVE ROCKS LARGER THAN 2" DIA., ADD AMENDMENTS PER SOIL PREPARATION SPECIFICATIONS. UNDISTURBED SOIL TO HAVE SLOPING ROUGH SIDES. 1 H-PLT-TR-21 DECIDUOUS TREE NOT TO SCALE 8" MIN. FLEX STRAP™TREE TIE. TIGHTEN ONLY ENOUGH TO KEEP RUBBER STRAP FROM SLIPPING. FOR FLAT AREAS PLACE STAKES PARALLEL TO PREVAILING WINDS. FOR SLOPE AREAS PLACE STAKES PARALLEL TO CONTOUR. LODGEPOLE PINE STAKES 2" DIAMETER REMOVE NURSERY STAKE & TIES MULCH PER PLANS 6" TALL BERM TO MAKE WATER BASIN. CUT CIRCLED AND MATTED ROOTS FROM NURSERY ROOTBALL UNDISTURBED NATIVE OR COMPACTED IMPORT DIRECTLY UNDER ROOTBALL 6" MIN. 5' - 0 " M I N . SE E N O T E 12 " 2x DIA. OF ROOTBALL SCARIFY SIDES OF PLANTING HOLE PREPARED PLANTING AREA PLANTING SOIL FIRM BUT NOT COMPACTED 8" NOTES: 1.PLANT PIT DEPTH TO BE 1" LESS THAN ROOTBALL DEPTH. CROWN BOTTOM OF PIT SO THAT TREE WILL SIT AT 3" ABOVE GRADE. H-PLT-TR-27 2 TREE PLANTING ON SLOPES NOT TO SCALE FINISHED GRADE OF SLOPE. NOTES: 1.REQUIRED AT LOCATIONS SHOWN ON PLAN OR ON SLOPES 2:1 OR STEEPER. 2.APPLICABLE IN PLANTER BEDS ONLY. DO NOT INSTALL IN TURF GRASS AREAS. 3.ALL OTHER PLANTING ASPECTS PER PLANTING DETAILS, CITY SPECIFIC DETAILS, AND SPECIFICATIONS. 2-3' BOULDERS TO RETAIN ON DOWNHILL SIDE OF TREE PLANTING 3 H-PLT-TR-103 SHRUB AND PERENNIAL NOT TO SCALE TAPER DOWN DEPTH OF MULCH AT CROWN OF PLANT SCARIFY SIDES OF PLANTING HOLE 2 X ROOTBALL DIAMETER INSTALL SHRUB ROOT BALL EVEN WITH FINISH GRADE AND KEEP MULCH AWAY FROM BASE OF PLANT CONSTRUCT 2-3" TALL WATERING RING AROUND EDGE OF PLANTING PIT EXISTING SUBGRADE PLANTING SOIL MULCH NOTES: 1.EXCAVATE SHRUB PITS AS ROUND PLANTING HOLES. 2.LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL APPROVE PLANT MATERIAL HEALTH AND CONDITION PRIOR TO PLANTING. 4 H-PLT-SHR-26 DECORATIVE LANDSCAPE ROCK NOT TO SCALE DEWITT 5OZ WEED BARRIER OR OWNER APPROVED EQUAL NOTES: 1.KEEP TOP OF DECORATIVE ROCK 1/2" BELOW ADJACENT WALKS AND CURBS. DO NOT ALLOW MULCH TO TOUCH THE TRUNK OF ANY PLANT. INSTALL MULCH AFTER INSTALLATION OF WEED BARRIER FABRIC AND PLANT MATERIAL. 2.CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC IS FREE OF SOILS AND DEBRIS PRIOR TO PLACING MULCH. 3.ROCK/STONE MULCH COLOR AND SIZE PER LEGEND AND SPECIFICATIONS. BOULDER, IF APPLICABLE DECORATIVE LANDSCAPE ROCK. TYPE AND DEPTH PER NOTES AND LEGENDS. EXISTING SUBGRADE ADJACENT HARDSCAPE OR EDGING. 5 H-PAV-MLC-22 TOPSOIL NOT TO SCALE NOTES: 1.LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL. 2.LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR MULCH AND STILL BE 1 2 " BELOW ADJACENT HARDSCAPES. 3.LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING, SEEDING, OR LAYING OF TURF SOD. CLEAN TOPSOIL, IMPORTED OR STOCKPILED. DEPTH PER PLANS AND PLANTING DETAILS MIX LOWER 2" OF TOPSOIL AND UPPER 2" OF TILLED SUB-GRADE. TILL UPPER 6" OF SUBGRADE PRIOR TO INSTALLATION OF TOPSOIL UNDISTURBED SUBGRADE 6 H-PLT-SOL-35 C2 N S T R 8 C T I 2 N S E SITE WORK EXAMINATION A.SITE VERIFICATION OF CONDITIONS 1.48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT IDAHO DIGLINE OR OTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND UTILITY LOCATOR SERVICE COMPANY TO ARRANGE FOR UTILITY LOCATION SERVICES. 2.POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES AT SUFFICIENT LOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND SUFFICIENT CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING FACILITIES. 3.PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 4.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, NOTIFY ARCHITECT BY PHONE OF FAX WITHIN 24 HOURS, FOLLOW TELEPHONE OR FAX NOTIFICATION WITH LETTER AND DIAGRAMS INDICATING CONFLICT OR PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO EVALUATE PROBLEM. B.PROTECTION 1.AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR ADJACENT TO PUBLIC STREETS OR HIGHWAYS. 2.REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, STREETS, AND HIGHWAYS. 3.DUST CONTROL- 3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE, BOTH ON-SITE AND ADJACENT TO PUBLIC AND PRIVATE PROPERTIES. 3.2.CORRECT OR REPAIR DAMAGE CAUSED BY DUST. 3.3.EROSION CONTROL- 3.3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND TRANSPORTATION OF SOIL DOWNSTREAM, TO ADJACENT PROPERTIES, AND INTO ON-SITE OR OFF-SITE DRAINAGE SYSTEMS. 3.3.2.DEVELOP, INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF REQUIRED BY LAW. 3.3.3.REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. C.IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE PROMPTLY, OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND DEDUCT COSTS OF SUCH FROM MONIES DUE TO CONTRACTOR. SUCH ACTION OR LACK OF ACTION ON OWNER'S PAR DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK. 1.ADJUST EXISTING COVERS, BOXES, AND VAULTS TO GRADE. 2.REPLACE BROKEN OR DAMAGED COVERS, BOXES AND VAULTS. 3.INDEPENDENTLY CONFIRM SIZE, LOCATION, AND NUMBER OF COVERS, BOXES AND VAULTS WHICH REQUIRE ADJUSTMENT. D.FIELD QUALITY CONTROL 1.IF WORK HAS BEEN INTERRUPTED BY WEATHER, SCHEDULING, OR OTHER REASON, NOTIFY ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED RESUMPTION OF GRADING OR COMPACTING. 2.OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM SUITABILITY OF COMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE BEEN EXPOSED TO ADVERSE WEATHER CONDITIONS. LANDSCAPE FINISH GRADING IRRIGATION SYSTEMS GUARANTEE A.SUBMIT 1-YEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER CONTRACTOR, AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. B.GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER. SUBMITTALS A.PRODUCT DATA: INCLUDE PRESSURE RATING, RATED CAPACITY, SETTINGS, AND ELECTRICAL DATA OF SELECTED MODELS FOR THE FOLLOWING: 1. VALVES: INCLUDE ABOVEGROUND AND UNDERGROUND; GENERAL-DUTY, MANUAL AND AUTOMATIC CONTROL, AND QUICK-COUPLER TYPES. 2. VALVE BOXES. 3. SPRINKLERS. 4. SPECIALTIES. 5. CONTROLLERS. INCLUDE WIRING DIAGRAMS. B.SHOP DRAWINGS: COMPLETE IRRIGATION DESIGN. SHOW IRRIGATION PIPING, INCLUDING PLAN LAYOUT AND LOCATIONS, TYPES SIZES CAPACITIES, AND FLOW CHARACTERISTICS OF PIPING AND PIPE COMPONENTS, VALVES, SPRINKLERS, ROTORS AND DRIP SYSTEMS, LIGHTING PROTECTION, ACCESSORIES SUCH AS AIR RELIEF VALVE, DRAINS ETC AND IRRIGATION CONTOLLER(S) AND CONTROLLER WIRING. SHOW AREAS OF SPRINKLER SPRAY AND OVERSPRAY. C.COORDINATION DRAWINGS: SHOW PIPING AND MAJOR SYSTEM COMPONENTS, INDICATE INTERFACE AND SPATIAL RELATIONSHIP BETWEEN PIPING, SYSTEM COMPONENTS, ADJACENT UTILITIES, AND PROXIMATE STRUCTURES. D.MAINTENANCE DATA: TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. INCLUDE DATA FOR THE FOLLOWING: 1. SUBMIT THREE (3) COPIES OF TYPEWRITTEN INSTRUCTIONS, BOUND IN SUITABLE SIZED RING BINDERS, RECOMMENDING PROCEDURES TO BE ESTABLISHED BY THE OWNER FOR THE MAINTENANCE OF THE SYSTEM FROM YEAR TO YEAR. THIS SHALL INCLUDE COMPLETE INSTRUCTIONS FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING AND COMPLETE INSTRUCTIONS ON HOW TO DRAIN ENTIRE BACKFLOW PREVENTER TO PREVENT FREEZING. SUBMIT MANUALS WITH RECORD DRAWINGS. THE MANUAL SHALL ALSO CONTAIN: 1.1 IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING BY WHOM THE INFORMATION WAS COMPILED. 1.2 NEATLY TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL, FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE MANUAL OF ALL EMERGENCY DATA REGARDING THE INSTALLATION. 1.3 COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS, CURRENT COST, AND NAME AND ADDRESS OF THE NEAREST VENDOR OF REPLACEMENT PARTS. 1.4 COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY SHOULD BE CHANGED FROM THE INITIAL INSTALLATION SCHEDULE. THE INITIAL SCHEDULE IS CALCULATED FOR A WATERING RATE TO ESTABLISH NEW LAWN. 1.5 COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE INSTALLATION, SHOWING ALL DATES OF EXPIRATION. E.RECORD DRAWINGS: 1. AS INSTALLATION OCCURS, PREPARE ACCURATE RECORD DRAWING TO BE SUBMITTED PRIOR TO FINAL INSPECTION, INCLUDING: 1.1 DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION. 1.2 SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED CONTRACT DOCUMENTS. 1.3 FIELD DIMENSIONED LOCATIONS OF VALVE BOXES, MANUAL DRAINS, AUTOMATIC DRAIN VALVES, QUICK-COUPLER VALVES, CONTROL WIRE RUNS NOT IN MAINLINE DITCH, AND BOTH ENDS OF SLEEVES. 1.4 TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR EDGES LOCATED AT OR ABOVE FINISH GRADE. 1.5 TAKE AND RECORD DIMENSIONS AT TIME OF INSTALLATION. 2. THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD (OR IN SOFTWARE COMPATIBLE WITH AUTOCAD) AND ON REPRODUCIBLE MATERIAL (I.E., SEPIA). 3. PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR KEY CIRCUITS, AND LAMINATE BOTH SIDES WITH 5 MIL THICK OR HEAVIER PLASTIC. MOUNT ON 1 4 INCH PLYWOOD BOARD. DRILL TWO 1/2-INCH HOLES AT TOP OF BOARD AND HANG ON HOOKS IN ELECTRICAL ROOM OR AS DIRECTED BY ARCHITECT OR OWNER. QUALITY ASSURANCE A. PRODUCT OPTIONS: DRAWINGS SHALL INDICATE SIZE, PROFILES, AND DIMENSIONAL REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES AND MODELS INDICATED. B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND REGULATIONS, AND OTHER APPLICABLE STATE OR LOCAL LAWS. NOTHING IN APPROVED CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. C. PRE-INSTALLATION MEETING: SCHEDULE MEETING AFTER EXCAVATION OF TRENCHES AND INSTALLATION OF SLEEVES, BUT PRIOR TO INSTALLATION OF PIPE. PROJECT CONDITIONS A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY, WATER PRESSURE, WATER QUALITY AND FLOW CHARACTERISTICS. REPORT ANY DISCREPANCIES FROM DESIGN TO ARCHITECT. SEQUENCING AND SCHEDULING A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING HOURS. ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER. B. COORDINATE IRRIGATION PIPING WITH UTILITY WORK. EXTRA MATERIALS A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. DELIVER EXTRA MATERIALS TO OWNER. 1. TWO VALVE BOX COVER KEYS. 2. TWO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL. 3. TWO MANUAL DRAIN VALVE KEYS. 4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING, CLEANING OR DISASSEMBLY OF EACH TYPE OF SPRINKLER. 5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT. MATERIALS A. BACKFILL MATERIAL 1. BACKFILL MATERIAL SHALL CONSIST OF SAND, NATIVE MATERIAL OR TOPSOIL WITH NO ROCKS LARGER THAN 1 4 INCH IN ANY DIMENSION. ARCHITECT SHALL APPROVE ON-SITE MATERIAL FOR BACKFILL OPERATION. 2. IMPORTED BACKFILL MATERIAL, AS REQUIRED, SHALL BE CLEAN SOIL, FREE FORM ORGANIC MATERIAL, TRASH, DEBRIS, RUBBISH, BROKEN CEMENT, ASPHALT MATERIAL, OR OTHER OBJECTIONABLE SUBSTANCES AND APPROVED BY THE ARCHITECT. B. DRAINAGE FILL MATERIAL 1. WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL, WITH 100% PASSING A 1-1/2" SIEVE AND NOT MORE THAN 5% PASSING A NO. 4 SIEVE. COMPONENTS A. PIPE AND FITTINGS: 1. PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, SIZE, SCHEDULE, TYPE AND WORKING PRESSURE. 2. ALL IRRIGATION PIPING SHALL BE SCHEDULE 40 PVC FOR PIPES 3 4" THROUGH 3" AND CLASS 200 FOR PIPE SIZES 4" AND LARGER OR APPROVED EQUAL PIPE. 3. MAINLINE SHALL HAVE PVC SCHEDULE 40 FITTING FOR PIPE SIZES 3 4" THOUGH 1 1 2", PVC SCHEDULE 80 FOR PIPE SIZES 2" THROUGH 3" AND PUSH ON DUCTILE OR MECHANICAL CAST IRON FITTINGS ON PVC MAINLINE FITTING 4" AND LARGER. 4. REMOTE CONTROL VALVE CONNECTION TO MAINLINE SHALL BE PVC SST TEE, EPOXY COATED DOUBLE STRAP SADDLE, M.J. TEE, OR HARDCO DUCTILE IRON SERVICE TEES. B. SLEEVES: 1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE INSTALLED IN SLEEVE. SLEEVES UNDER 4" DIAMETER SHALL BE PVC SCHEDULE 40. SLEEVES 4" AND LARGER SHALL BE CLASS 200 PVC SEWER PIPE. 2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING. WIRE SLEEVES SHALL BE 2" UP TO 40 WIRES AND 2 1 2 INCH FOR 41 TO 56 WIRES AND 3" FOR 57 TO 88 WIRES. C. SPRINKLER HEADS: 1. SPRAY HEADS: HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY SPRINKLER HEADS OR APPROVED EQUAL. D. SPRINKLER RISERS: 1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER, THREE ELL SWING JOINT ASSEMBLY, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THESE SWING JOINT FITTINGS SHALL BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS OTHERWISE APPROVED. HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE SHALL BE 8 INCHES LONG MINIMUM. ALL OTHER NIPPLES ON SWING JOINT RISER SHALL BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK COUPLING VALVE. 2. STATIONARY SPRAY POP-UP SPRINKLER HEADS, SHRUB SPRAY HEADS, STATIONARY SPRAY SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF THE FOLLOWING WAYS: 2.1 RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF 1 2 INCH SHALL BE SWING PIPE 14 INCHES LONG MINIMUM AND 24 INCHES MAXIMUM. SWING PIPE WITH SPIRAL BARB FITTINGS AND STREET ELBOWS SHALL BE ASSEMBLED ACCORDING TO PAN DETAILS. EQUAL AS APPROVED BY ARCHITECT BEFORE BIDDING. 2.2 RISER FOR IRRIGATION ROTOR HEADS WITH 3 4 TO 1 INCH INLETS SHALL HAVE A SWING JOINT ASSEMBLY. INSTALL ACCORDING TO DETAILS ON DRAWINGS. E. VALVES: 1. HOSE BIBS: 3 4" ANGLE TYPE HOSE BIB. INSTALL ON MAIN LINE IN VALVE BOXES ON THREE-ELL SWING JOINT ASSEMBLY. 2. CONTROL VALVES: HUNTER PGV-151 VALVES. 3. MANUAL DRAIN VALVES: NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR APPROVED EQUAL. BRASS BALL VALVE SHALL BE "T" HANDLE ON MAIN LINES AND SHALL BE IN VALVE BOXES ON LATERAL LINES. 4. AUTOMATIC DRAIN VALVES - KING DRAIN OR APPROVED EQUAL. 5. ISOLATION VALVES: APOLLO INTERNATIONAL, FULL PORT BRASS BALL VALVE OR APPROVED EQUAL AS SHOWN ON DRAWINGS. F. DRIP IRRIGATION: 1. DRIP IRRIGATION VALVES: HUNTER ICZ 1" LF OR APPROVED EQUAL. 2. DRIP TUBING SHALL BE: 2.1 HUNTER HDL-06-12-CV 3. DRIP TUBING FITTINGS SHALL BE: 3.1 HUNTER "HDL-LOC" FITTINGS. 4. DRIP LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR APPROVED EQUAL. H. EXPANSION CURLS: 1. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED (300) FEET IN LENGTH. (EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE AROUND A ROD OR PIPE 1" OR MORE IN DIAMETER, THEN WITHDRAWING THE ROD). I. VALVE BOXES: 1. FOR MANUAL DRAIN BALL VALVE - 12" DIAMETER VALVE BOX WITH APPROPRIATE LID. LARGER SIZE OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES. 2. FOR CIRCUIT AND ISOLATION VALVES - CARSON JUMBO BOX OR APPROVED EQUAL. 3. VALVE BOX SUPPORTS - STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES. J. AUTOMATIC CONTROLLER: 1. AUTOMATIC CONTROLLER: HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS REQUIRED FOR OPERATION. 2. INCLUDE ANY WIRING, COMMUNICATION LINKS, AND COMPUTER PROGRAMS TO MAKE WEATHER STATION AND CONTROLLER OPERATIONAL. K. BACKFLOW PREVENTER: WILKINS 375 REDUCED-PRESSURE BACKFLOW ASSEMBLY OR APPROVED EQUAL. 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. L. CONTROLLER: 1. CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT STATIONS TO ACCOMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE USE. M. OTHER COMPONENTS: 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. 3. IF REQUIRED, PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS REQUIRED TO MAKE PUMP OPERATIONAL. MIXES A. CONCRETE FOR THRUST BLOCKS: 1. ONE CU. FT. CEMENT, 2 CU. FT. SAND, 4 CU. FT. GRAVEL, AND 5 GALLONS MINIMUM TO 6 GALLONS MAXIMUM WATER. 2. MIX THOROUGHLY BEFORE PLACING. EXAMINATION A. SITE VERIFICATION OF CONDITIONS: PERFORM PRESSURE TEST AT STUB-OUT ON MAIN WATER LINE PROVIDED FOR IRRIGATION SYSTEM, OR AT NEAR-BY FIRE HYDRANT. PREPARATION A. DURING CONSTRUCTION AND STORAGE, PROTECT MATERIALS FROM DAMAGE AND PROLONGED EXPOSURE TO SUNLIGHT. B. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO OWNER. IF DAMAGED WORK IS NEW, REPAIR OR REPLACEMENT SHALL BE PERFORMED BY INSTALLER OR ORIGINAL WORK. C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS AND AVOID CONFLICT WITH THE LOCATION OF PLANT MATERIALS. WHERE TRENCHING IS REQUIRED IN PROXIMITY TO PLANT MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS. DO NOT CUT EXISTING TREE ROOTS MEASURING OVER 2 INCHES IN DIAMETER. INSTALLATION A. TRENCHING AND BACKFILLING 1. PULLING OF PIPE IS NOT PERMITTED. 2. OVER-EXCAVATE TRENCHES 2 INCHES AND BRING BACK TO INDICATED DEPTH BY FILLING WITH BACKFILL MATERIAL AS SPECIFIED UNDER PART 2 - PRODUCTS. SEPARATE OUT ROCKS LARGER THAN 1-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING OPERATION FROM EXCAVATED MATERIAL AND REMOVE FROM AREAS TO RECEIVE LANDSCAPING. 3. COVER PIPE BOTH TOP AND SIDES WITH 2 INCHES OF BACKFILL MATERIAL AS SPECIFIED UNDER PART 2 - PRODUCTS. PLACE AND COMPACT REMAINDER OF BACKFILL TO WITHIN 5 INCHES OF FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS. TOP 5 INCHES OF BACKFILL SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION. 4. DO NOT COVER PRESSURE MAIN, SPRINKLER PIPE, OR FITTINGS UNTIL PRESSURE TEST HAS BEEN COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM. B. EXCAVATION BEYOND EXCAVATION LIMITS 1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL EXCAVATION LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, THE VOID REMAINING AFTER THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED AS PER THE "EARTHWORK" SECTION AND THIS SPECIFICATION SECTION. THE REMOVAL OF ALL ROCK OR OTHER INTERFERING OBJECTS AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BE AT THE EXPENSE OF THE CONTRACTOR. C. SLEEVING 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING WITH THE WORK OF OTHER TRADES, (I.E., CONCRETE, ASPHALT PAVING, ETC.). 2. SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS AND PAVING EXTEND SLEEVES 6 INCHES MINIMUM BEYOND WALK OR PAVEMENT EDGE. CAP SLEEVES UNTIL PIPES AND WIRES ARE INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND DEBRIS. 3. USE ONE WATER PIPE MAXIMUM PER SLEEVE. SLEEVE CONTROL WIRING IN SEPARATE SLEEVE. 4. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE CAN BE EASILY REMOVED. D. GRADES AND DRAINING 1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED. 1.1 SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE. 1.2 WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO A MINIMUM NUMBER OF LOW POINTS. AT THESE LOW POINTS, INSTALL AN AUTOMATIC KING DRAIN. 1.3 INSTALL 2 INCH CLASS 200 PVC PIPE OVER TOP OF MANUAL DRAIN AND CUT AT FINISH GRADE. 1.4 DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES. 1.5 SLOPE PIPES UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE AREAS. 1.6 PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY BLOWOUT OF ENTIRE SYSTEM. E. PIPE INSTALLATION 1. INSTALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY MANUFACTURER. 2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS, INSTALL MAIN LINES AND LATERAL LINES CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON FINISHED GRADE. INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER BASED ON FINISH GRADE. 3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES MINIMUM BELOW FINISH GRADE OR AS SHOWN ON APPROVED DRAWINGS. 4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION. HEADS IMMEDIATELY ADJACENT TO MOWSTRIPS, WALKS, OR CURBS SHALL BE ONE INCH BELOW TOP OF MOWSTRIP, WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND MOWSTRIP, WALK, OR CURB. 5. CUT PLASTIC PIPE SQUARE. REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO UNOBSTRUCTED FLOW WILL RESULT. 6. MAKE SOLVENT WELD JOINTS AS FOLLOWS: 6.1 DO NOT MAKE SOLVENT WELD JOINTS IF AMBIENT TEMPERATURE IS BELOW 4 DEG. F. 6.2 CLEAN MATING PIPE AND FITTING WITH CLEAN, DRY CLOTH AND APPLY ONE COAT OF P-70 PRIMER TO EACH. 6.3 APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE. 6.4 APPLY SOLVENT TO FITTING IN A SIMILAR MANNER. 6.5 RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING. 6.6 GIVE PIPE OR FITTING A QUARTER TURN TO INSURE EVEN DISTRIBUTION OF SOLVENT AND MAKE SURE PIPE IS INSERTED TO FULL DEPTH OF FITTING SOCKET. 6.7 HOLD IN POSITION FOR 15 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT. 6.8 WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING. 6.9 DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM ON INSIDE OF PIPE. 6.10 ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE. 6.11 TAPE THREADED CONNECTIONS WITH TEFLON TAPE. 6.12 IF PIPE IS LARGER THAN 2 INCHES, INSTALL CONCRETE THRUST BLOCKS WHEREVER CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES, UNLESS OTHERWISE DETAILED ON APPROVED DRAWINGS. F. BACKFLOW PREVENTER INSTALLATION 1. INSTALL BACKFLOW PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE AND LOCAL CODES. 2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVIDE A MINIMUM CLEARANCE OF 12 INCHES BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW. G. IRRIGATION CONTROLLER 1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND WITH PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION. H. REMOTE CONTROL VALVES AND VALVE BOXES 1. INSTALL CONTROL WIRES, VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO ELECTRICAL CODE. 2. INSTALL VALVES, PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS. LOCATE VALVE BOX TOPS AT FINISH GRADE. DO NOT INSTALL MORE THAN TWO VALVES IN A SINGLE BOX. 3. PLACE PEA GRAVEL A MINIMUM OF 6 INCHES DEEP BELOW VALVE FOR DRAINAGE. EXTEND PEA GRAVEL 3 INCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 4 INCHES MINIMUM BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. SET VALVE BOXES OVER VALVE SO ALL PARTS OF VALVE CAN BE REACHED FOR SERVICE. SET COVER OF VALVE BOX EVEN WITH FINISH GRADE. VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS. I. WIRING 1. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET. WHERE CONTROL WIRE LEAVES MAIN OR LATERAL LINE, ENCLOSE IT IN CLASS 200 PVC CONDUIT. 2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES. 3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. EACH COMMON WIRE MAY SERVE ONLY ONE CONTROLLER. PROVIDE 12 INCHES OF EXPANSION LOOP SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX. 4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS. WIRE SHALL BE DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN EXTRA WIRE. EXTEND EXTRA CONTROL WIRES 24 INCHES AND LEAVE COILED IN EACH VALVE BOX. J. OTHER VALVES 1. INSTALL (1) QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES. 2. ISOLATION VALVES, AND ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. 3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE. 4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. K. SPRINKLER HEADS 1. PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES AND USE FULL HEAD OF WATER TO FLUSH OUT SYSTEM. 2. SET SPRINKLER HEADS AND QUICK-COUPLING VALVES PERPENDICULAR TO FINISH GRADE. 3. DO NOT INSTALL SPRINKLERS USING SIDE INLETS; INSTALL USING BASE INLETS ONLY. 4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS, CURBS AND OTHER PAVES AREAS AND TO GRADE. SEE "PIPE INSTALLATION" SECTION. 5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS. AT SHRUB AREAS ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS. L. DRIP IRRIGATION 1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM TO THE FOLLOWING: 1.1 PLACE TUBING ON TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH. 1.2 ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES. SOILD STAPLES SHALL CONFORM TO THE FOLLOWING: 1.2.1 SANDY SOIL: ONE STAPLE EVERY THREE (3) FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW OR CROSS). 1.2.2 LOAM SOIL: ONE STAPLE EVERY FOUR (4) FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW OR CROSS). 1.2.3 CLAY SOIL: ONE STAPLE EVERY FIVE (5) FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW OR CROSS). 1.3 JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE. INSTALL A REMOVABLE FLUSHING CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING. AT ENDS NOT USED FOR FLUSHING INSTALL A FIGURE EIGHT CLOSURE. 2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING: 2.1 ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF 1 4 INCH DISTRIBUTION TUBING. 2.2 ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY 1 4 INCH TUBING STAKE. 2.3 THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT: 2.3.1 SMALL SHRUB: TWO (2) 0.5 GPH EMITTERS. 2.3.2 LARGE SHRUB: TWO (2) 0.5 GPH EMITTERS. 2.3.3 SMALL TREE: FOUR (4) 0.5 GPH EMITTERS. 2.3.4 LARGE TREE: FOUR (4) 0.5 GPH EMITTERS. 2.4 SPACE THE POINT OF WATER APPLICATION EVENLY AROUND THE PLANTS. 2.5 FOR TREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN. M. TESTING 1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING. 2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE NO LEAKS BEFORE BACKFILLING. 3. AFTER BACKFILLING, PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM. OPERATE THE ENTIRE SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE OF CHECKING COVERAGE AND ASSURING THE ABSENCE OF LEAKS. REPAIR WATER LINES, VALVES, OR CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE. 4. ANY PORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED. AFTER ALL REPAIRS OR REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT, THE ABOVE REQUIRED TEST SHALL BE MADE AGAIN. N. ADJUSTMENT 1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING ON IT WITHOUT APPRECIABLE HARM. SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER. 2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON BUILDING. 3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS. O. CLEAN-UP 1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION. SITE WORK EXAMINATION A.SITE VERIFICATION OF CONDITIONS 1.48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT IDAHO DIGLINE OR OTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND UTILITY LOCATOR SERVICE COMPANY TO ARRANGE FOR UTILITY LOCATION SERVICES. 2.POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES AT SUFFICIENT LOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND SUFFICIENT CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING FACILITIES. 3.PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 4.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, NOTIFY ARCHITECT BY PHONE OF FAX WITHIN 24 HOURS, FOLLOW TELEPHONE OR FAX NOTIFICATION WITH LETTER AND DIAGRAMS INDICATING CONFLICT OR PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO EVALUATE PROBLEM. B.PROTECTION 1.AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR ADJACENT TO PUBLIC STREETS OR HIGHWAYS. 2.REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, STREETS, AND HIGHWAYS. 3.DUST CONTROL- 3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE, BOTH ON-SITE AND ADJACENT TO PUBLIC AND PRIVATE PROPERTIES. 3.2.CORRECT OR REPAIR DAMAGE CAUSED BY DUST. 3.3.EROSION CONTROL- 3.3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND TRANSPORTATION OF SOIL DOWNSTREAM, TO ADJACENT PROPERTIES, AND INTO ON-SITE OR OFF-SITE DRAINAGE SYSTEMS. 3.3.2.DEVELOP, INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF REQUIRED BY LAW. 3.3.3.REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. C.IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE PROMPTLY, OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND DEDUCT COSTS OF SUCH FROM MONIES DUE TO CONTRACTOR. SUCH ACTION OR LACK OF ACTION ON OWNER'S PAR DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK. 1.ADJUST EXISTING COVERS, BOXES, AND VAULTS TO GRADE. 2.REPLACE BROKEN OR DAMAGED COVERS, BOXES AND VAULTS. 3.INDEPENDENTLY CONFIRM SIZE, LOCATION, AND NUMBER OF COVERS, BOXES AND VAULTS WHICH REQUIRE ADJUSTMENT. D.FIELD QUALITY CONTROL 1.IF WORK HAS BEEN INTERRUPTED BY WEATHER, SCHEDULING, OR OTHER REASON, NOTIFY ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED RESUMPTION OF GRADING OR COMPACTING. 2.OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM SUITABILITY OF COMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE BEEN EXPOSED TO ADVERSE WEATHER CONDITIONS. LANDSCAPE FINISH GRADING SUMMARY A.INCLUDES BUT NOT LIMITED TO 1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR INSTALLATION OF LANDSCAPING AS DESCRIBED IN CONTRACT DOCUMENTS. MATERIALS A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA: 1. FERTILE, LOOSE, FRIABLE SOIL MEETING FOLLOWING CRITERIA 1.1.CHEMICAL CHARACTERISTICS- 1.1.1. ACIDITY/ALKALINITY RANGE - PH 5.5 TO 7.7 1.1.2. SOLUBLE SALTS - LESS THAN 2.0 MMHOS/CM 1.1.3. SODIUM ABSORPTION RATIO (SAR) - LESS THAN 3.0 1.1.4. ORGANIC MATTER - GREATER THAN ONE PERCENT 1.2.PHYSICAL CHARACTERISTICS- 1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CHARACTERISTICS AS MEASURED BY HYDROMETER. SAND - 15 TO 60 PERCENT SILT - 10 TO 60 PERCENT CLAY - 5 TO 30 PERCENT 1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, NOXIOUS WEEDS, ROCKS LARGER THAN 1_1 2 INCH IN ANY DIMENSION, AND OTHER OBJECTIONABLE MATERIALS. 1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES MEASURING OVER 2.0 MM IN LARGEST SIZE. PREPARATION A. PRIOR TO GRADING, DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS AND REMOVE FROM SITE. BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, REMOVE ROCKS LARGER THAN 1 INCH IN SIZE AND FOREIGN MATTER SUCH AS BUILDING RUBBLE, WIRE, CANS, STICKS, CONCRETE, ETC. B.PRIOR TO PLACING TOPSOIL, REMOVE ANY IMPORTED BASE MATERIAL PRESENT IN PLANTING AREAS DOWN TO NATURAL SUBGRADE OR OTHER MATERIAL ACCEPTABLE TO ARCHITECT. PERFORMANCE A. SITE TOLERANCES 1. TOTAL TOPSOIL DEPTH- 1.1. LAWN PLANTING AREAS - 4 INCHES MINIMUM 1.2. SHRUB & GROUNDCOVER PLANTING AREAS - 12 INCHES MINIMUM THROUGHOUT ENTIRE SHRUB BED AREA. 2. ELEVATION OF TOPSOIL RELATIVE TO WALKS, CURBS OR OTHER PAVEMENTS BEFORE PLANTING AND AFTER ADDITION OF SOIL AMENDMENTS - 2.1 SODDED LAWN AREAS - 2 INCHES BELOW 2.2. SHRUB & GROUNDCOVER AREAS - 2 INCHES BELOW B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS. C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED ELEVATION RELATIVE TO WALK OR CURB. D.SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT SLOPE OF 1 2 INCH PER FT MINIMUM UNLESS OTHERWISE NOTED. HIGH POINT OF FINISH GRADE AT BUILDING FOUNDATION SHALL BE 6 INCHES MINIMUM BELOW FINISH FLOOR LEVEL. DIRECT SURFACE DRAINAGE IN MANNER INDICATED ON DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUN_OFF OF WATER. FILL LOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN PROPERLY. IRRIGATION SYSTEMS SUMMARY A.THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, LAWN SPRINKLER SPECIALTIES, CONTROLS, AND WIRING. SYSTEM DESCRIPTION A.PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION AS REQUIRED FOR ALL LANDSCAPING. DESIGN SYSTEM AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE WITHOUT SPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC. B.CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE (PSI) AND FLOW (GPM). DEFINITION A.CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAIN VALVES. PIPING IS UNDER PRESSURE DURING FLOW. B.DRAIN PIPING: DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES. PIPING IS NOT UNDER PRESSURE. C.IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE. SYSTEM PERFORMANCE REQUIREMENTS A.MINIMUM WATER COVERAGE: 100 PERCENT OF TURF AND PANTING AREAS. B.LOCATION OF SPRINKLERS AND SPECIALTIES: DESIGN LOCATION WILL BE APPROXIMATE. MADE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. C.MINIMUM WORKING PRESSURES: THE FOLLOWING ARE MINIMUM PRESSURE REQUIREMENTS FOR PIPING, VALVES, AND SPECIALTIES, UNLESS OTHERWISE INDICATED: 1. IRRIGATION MAIN PIPING: 200 PSIG 1380 KPA. 2. CIRCUIT PIPING: 150 PSIG 1035 KPA. 3. DRAIN PIPING: 100 PSIG 690 KPA. 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