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Home My WebLink About1.08 Civil DrawingsS T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K ST B K ST B K STBK STBK STBK STBK STBK STBK STB K STBK STBK S T B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBKSTBK XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD STBK STBK STBK STBK STBK STBK > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK P S D P S D P S D P S D TEL TEL TEL TEL PSD PSD PSD PSD PSD PSD PSD >>>> > > > ST B K ST B K XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD OE L OE L OE L OE L OE L OE L OE L OE L OE L OE L OE L x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV CTV CTV CTV CTV CTV XGA S XGA S XGAS X G A S XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 218534301001 JAMES H SANDLER AND MARGARET L RICHARDLOT 1, BLOCK 7 SUNLIGHT VIEW SUBDIVISION 218534400022 12 ALPINE CT. REC. #891748 218534400020 MARIE CLAIRE JACOBI REC. #772955 EXCEPTION PARCEL REC. #891748 >>>>> > > > > > > XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S S XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XWL XWL XWL XWL XWL 50.00' SETBACKREC. #924048 30' UTILITY EASEMENT PER REC. #566968 15' GASLINE EASEMENT REC. #398902 30' UTILITY EASEMENT GRANTED TOSUNLIGHT VIEW WATER AND WASTEWATER COMPANY REC. #894458 15' GASLINE EASEMENT REC. #398902 20' WIDE WATERLINE/UTILITY EASEMENT REC. #924048 30' WIDE ACCESS EASEMENT REC. #924048 40.0' ROW 90.0' EXISTING RESIDENCE FOURMILE R O A D EX.GRAVEL D R I V E 25.0' SETBACK (TYP.) 10.0' SETBACK (TYP.) 12.0' LANE R30'MOUNTABLE CURB EX. BOUNDARY LINE TO BE MODIFIED BY PLAT PREPARED BY BOOKCLIFF SURVEY SERVICES. PROPERTY LINE EXISTING FENCE PROPOSED LOT LINE (TYPICAL). R45' R100' VACATE BY SEPARATEINSTRUMENT R46' (ROW) LOTS 8-12: REAR SETBACK / BUILDING ENVELOPE = >125', LIMITED TO EDGE OF MANMADE DISTURBANCE. LOTS 1-6: REAR SETBACK / BUILDING ENVELOPE =>50', LIMITED TO EDGE OF EXISTING EASEMENTS. CONCEPT RESIDENCES SHOWN. FINAL DESIGN FOR BUILDING PERMIT. 134.9' 128.2' 125.0' SETBACK 20.0' DRAINAGE EASEMENT PROPOSED 20.0' DRAINAGE EASEMENT 6170 61 8 0 6190 6200 6210 6220 6230 6240 6250 6260 6270 6280 62 9 0 6300 6190 6200 6210 61 9 0 6 2 0 0 6 2 1 0 6 2 2 0 62 3 0 6200 6210 6220 6230 6240 6250 62 6 0 6 2 7 0 WIDER ROW AREAFOR SNOW STORAGE 20.0' UTILITY EASEMENT PROPOSED 20.0' UTILITY EASEMENT 40.0' SETBACK PROP. SNOW STORAGE / DRAINAGE EASEMENT. WIDTH VARIES, 20.0'-30.0' 20.0' 92.0' (ROW) R25.0 R25.0 R50.0 R100.0 390' 335' 14.5' SIGHT TRIANGLE. RE: TRAFFIC LETTER ROW PARCEL 0.77 ACRES LOT 12 1.67 ACRES LOT 11 0.67 ACRES LOT 10 0.64 ACRES LOT 9 0.63 ACRES LOT 8 1.14 ACRES LOT 7 0.57 ACRES LOT 6 0.50 ACRES LOT 4 0.39 ACRESLOT 3 0.38 ACRES LOT 2 0.36 ACRES LOT 1 0.47 ACRES LOT 5 0.43 ACRES GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 6 1 8 0 390' DATE REVISION C-1.0 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 1 0 - S I T E . D W G - N o v 0 3 , 2 0 2 3 - 2 : 1 8 p m SITE PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 40 16020 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m 1.THE EXISTING CONDITIONS ARE FROM A SURVEY PERFORMED BY BOOKCLIFF SURVEY SERVICES INC, AND FROM UPDATED FIELD SURVEY OF TOPOGRAPHY AND SURFACE IMPROVEMENTS PERFORMED BY SOPRIS ENGINEERING, LLC (SE). THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE FROM THE BOOKCLIFF SURVEY, UTILITY MAPPING, AND FROM THE SE FIELD SURVEY OF SURFACE UTILITIES. 2. BUILDING FOOTPRINTS ARE CONCEPTUAL AND SHOWN FOR REFERENCE ONLY. BUILDING DESIGN WILL BE DETERMINED FOR PERMIT SUBMITTAL. 3. REFER TO THE LANDSCAPE ARCHITECT'S PLANS REGARDING THE SITE LANDSCAPE IMPROVEMENTS. 4. ALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS SHALL BE ADHERED TO. SITE NOTES: SIGN GUY WIRE POWER POLE ELECTRIC TRANSFORMER LIGHT POLE SIGN EXISTING LEGEND EASEMENT WIRE FENCExx ROCK WALL ASPHALT PAVEMENT CONCRETE/SIDEWALK SNOW STORAGE AREA PROPOSED LEGEND STORM SEWERPSDPSD PROPERTY LINE STANDARD STREET SECTION MOUNTABLE CATCH CURB MOUNTABLE SPILL CURB 4" ASPHALT 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR DENSITY. 12'10.5'18"10" 40' ROW 7.2' SLOPE PER PLAN SLOPE PERPLAN2%2% LOOKING SOUTH, N.T.S. SETBACK / BUILDING ENVELOPESTBK EASEMENT WOOD FENCE LOT LINE DRAINAGE SWALE>>>> CIVIL SHEET INDEX: C1.0 - SITE PLAN C1.1 - SITE SLOPE ANALYSIS C2.0 - GRADING PLAN & ROAD PLAN/PROFILE C2.1 - STORM SEWER PLAN/PROFILE C2.2 - EROSION CONTROL PLAN C2.3 - DRAINAGE BASIN EXHIBIT C3.0 - UTILITY PLAN C3.1 - WATER PLAN/PROFILE -1 C3.2 - WATER PLAN/PROFILE -2 C3.3 - SEWER PLAN/PROFILE C4.0 - SITE DETAILS MA T C H T H I S S H E E T MA T C H T H I S S H E E T S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K ST B K ST B K STBK STBK STBK STBK STBK STBK STB K STBK STBK S T B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBKSTBK XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD STBK STBK STBK STBK STBK STBK > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK P S D P S D P S D P S D TEL TEL TEL TEL PSD PSD PSD PSD PSD PSD PSD >>>> > > > ST B K ST B K XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD OE L OE L OE L OE L OE L OE L OE L OE L OE L OE L OE L x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV CTV CTV CTV CTV CTV XGA S XGA S XGAS X G A S XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 218534301001 JAMES H SANDLER AND MARGARET L RICHARDLOT 1, BLOCK 7 SUNLIGHT VIEW SUBDIVISION 218534400022 12 ALPINE CT. REC. #891748 218534400020 MARIE CLAIRE JACOBI REC. #772955 EXCEPTION PARCEL REC. #891748 >>>>> > > > > > > XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S S XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XWL XWL XWL XWL XWL ROW PARCEL 0.77 ACRES LOT 12 1.67 ACRES LOT 11 0.67 ACRES LOT 10 0.64 ACRES LOT 9 0.63 ACRES LOT 8 1.14 ACRES LOT 7 0.57 ACRES LOT 6 0.50 ACRES LOT 4 0.39 ACRESLOT 3 0.38 ACRES LOT 2 0.36 ACRES LOT 1 0.47 ACRES LOT 5 0.43 ACRES Slopes Table Number 1 2 3 Minimum Slope 0.00% 30.00% 45.00% Maximum Slope 30.00% 45.00% 89437.08% Area 915996.38 382692.86 1075842.82 Color DATE REVISION C-1.1 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 1 0 - S I T E . D W G - N o v 0 3 , 2 0 2 3 - 2 : 1 7 p m SITE SLOPE ANALYSIS 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 40 16020 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m (MANMADE SLOPE >30%)(MANMADE SLOPE >30%) XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD x x x x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV CTV CTV XGA S XGA S XGA S XGAS X G A S XGAS XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS >>>> XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S XSA XSA S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBK ST B K STBK STBK STBK S T B K S T B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK S T B K S T B K STBK STBK STBK STB K STBK STB K XGAS XGAS XGAS XGAS XGAS XG A S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS LOD LOD LOD LOD LOD LOD LOD STBK STBK > > > > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK P S D P S D P S D P S D P S D P S D TEL TEL TEL TEL TEL PSD PSD PSD PSD PSD PSD PSD PSD PSD >>>>> > > > > ST B K ST B K ST B K R25'R25' R100' R50' R100' R46' (ROW) 6170 61 8 0 6190 6200 6210 6190 6200 6210 61 9 0 6 2 0 0 6 2 1 0 6 2 2 0 6200 6210 6220 LOT 1 LOT 5 LOT 6 LOT 4LOT 3LOT 2 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 EXISTING RESIDENCE FOURMILE R O A D 20.0' DRAINAGE EASEMENT 20.0' DRAINAGE EASEMENT DRAINAGE SWALE TO DAYLIGHT 0+ 0 0 1+00 2+00 3+00 4+00 5+00 6+00 6+99 BP: 0+00.00 PC: 0+43.69 P T : 0 + 9 7 . 9 1 P C : 2 + 6 0 . 6 1 P T : 3 + 0 2 . 1 2 P C : 5 + 7 6 . 8 0 P T : 6 + 1 2 . 0 3 E P : 6 + 9 8 . 6 1 6 1 9 0 618 6 6 1 8 8 6 1 9 2 6194 6200 6210 6180 6188 6198 6182 6184 6186 6188 6192 62 0 0 61 9 0 619 5 6186 6 1 8 6 61 8 7 618 7 6188 618 8 61 8 9 6189 61 9 1 61 9 2 61 9 3 6194 619 6 619 7 619 8 6199 6206 2. 0 % 4. 0 % 1.9% 3.1% 1.8% 1.0% 3.6% 2 . 0 % 2 . 0 % 3.4% 0.0% 4.1 % 4.1 % - 2 . 0 : 1 33 . 9 % 28 . 0 % 16 . 7 % 43 . 8 % 16 . 0 % 1.5% 1.2% 1.1% 1 . 0 % 2.4% 1.7% 0.8% 3.3% 2 . 9 % 1 . 0 % 18 . 8 % 25 . 0 % 10.1%10.1% 0.5%1.8% 1.0% FL:6191.26' FL:6190.72'FL:6190.48' FL:6189.33' FL:6188.07' FL:6192.00' FL:6194.17' 6 . 3 % FL:6193.53' SNOW STORAGE / DRAINAGE EASEMENT. WIDTH VARIES, 20.0-30.0' 20.0' ST-D3: TYPE 13 STA:3+38.35RIM:6193.81' 12" INV-O(N):6188.38'SUMP:6187.38' ST-D2: TYPE 13STA:1+69.27 RIM:6191.39' 12" INV-I(S):6186.54' 12" INV-O(W):6186.54'SUMP:6185.54' ST-D1-FESSTA:0+14.04RIM:6186.49' 12" INV-I(E):6185.32'0 + 0 0 1 + 0 0 2+00 3+00 3+40 0+00 0+99 ST-N2: TYPE 13STA:0+94.89RIM:6185.10' 12" INV-O(N):6180.16' SUMP:6179.16' ST-N1-FESSTA:0+00.00 RIM:6172.10' 12" INV-I(S):6171.00' AL-SITE RD PROFILE 6183 6186 6189 6192 6195 6198 6201 6183 6186 6189 6192 6195 6198 6201 0+00 61 8 9 . 0 61 8 8 . 7 61 8 8 . 5 0 0+50 61 8 7 . 2 61 8 7 . 6 4 61 8 4 . 9 61 8 6 . 6 5 1+00 61 8 4 . 8 61 8 5 . 7 8 61 8 5 . 1 61 8 5 . 4 9 1+50 61 8 5 . 3 61 8 5 . 8 0 61 8 5 . 7 61 8 6 . 2 8 2+00 61 8 6 . 2 61 8 6 . 7 5 61 8 6 . 8 61 8 7 . 4 7 2+50 61 8 7 . 5 61 8 8 . 2 5 61 8 8 . 3 61 8 9 . 0 2 3+00 61 8 9 . 4 61 8 9 . 7 9 61 8 9 . 9 61 9 0 . 2 7 3+50 61 9 0 . 4 61 9 0 . 7 3 61 9 0 . 7 61 9 1 . 1 9 4+00 61 9 1 . 0 61 9 1 . 6 4 61 9 1 . 7 61 9 2 . 1 0 4+50 61 9 2 . 2 61 9 2 . 5 5 61 9 2 . 7 61 9 3 . 0 1 5+00 61 9 2 . 9 61 9 3 . 3 9 61 9 2 . 8 61 9 3 . 6 4 5+50 61 9 2 . 6 61 9 3 . 8 9 61 9 2 . 7 61 9 4 . 1 4 6+00 61 9 3 . 0 61 9 4 . 6 3 61 9 3 . 4 61 9 5 . 3 4 6+50 61 9 4 . 4 61 9 6 . 2 5 61 9 6 . 1 61 9 7 . 1 5 6+99 61 9 8 . 2 61 9 8 . 0 0 -2.00%-3.96% 1.89% 3.09% 1.82% 3.61% 1.00%2.04%GR A D E B R E A K S T A = 0 + 1 1 . 4 1 EL E V = 6 1 8 8 . 7 7 GR A D E B R E A K S T A = 0 + 3 1 . 4 1 EL E V = 6 1 8 8 . 3 7 GR A D E B R E A K S T A = 2 + 0 4 . 1 4 EL E V = 6 1 8 6 . 8 3 GR A D E B R E A K S T A = 3 + 0 1 . 8 3 EL E V = 6 1 8 9 . 8 5 GR A D E B R E A K S T A = 4 + 9 0 . 6 8 EL E V = 6 1 9 3 . 3 0 GR A D E B R E A K S T A = 5 + 7 6 . 8 0 EL E V = 6 1 9 4 . 1 6 GR A D E B R E A K S T A = 6 + 1 2 . 0 0 EL E V = 6 1 9 4 . 8 7 GR A D E B R E A K S T A = 6 + 9 8 . 6 1 EL E V = 6 1 9 8 . 0 0 PVI STA: 1+13.64PVI ELEV: 6185.12K: 10.00 LVC: 58.49 BV C S : 0 + 8 4 . 3 9 BV C E : 6 1 8 6 . 2 8 EV C S : 1 + 4 2 . 8 8 EV C E : 6 1 8 5 . 6 7 LOW PT. STA: 1+24.00LOW PT ELEV: 6185.49 -2.00%-3.96% 1.89% 3.09% 1.82% 3.61% 1.00%2.04%GR A D E B R E A K S T A = 0 + 1 1 . 4 1 EL E V = 6 1 8 8 . 7 7 GR A D E B R E A K S T A = 0 + 3 1 . 4 1 EL E V = 6 1 8 8 . 3 7 GR A D E B R E A K S T A = 2 + 0 4 . 1 4 EL E V = 6 1 8 6 . 8 3 GR A D E B R E A K S T A = 3 + 0 1 . 8 3 EL E V = 6 1 8 9 . 8 5 GR A D E B R E A K S T A = 4 + 9 0 . 6 8 EL E V = 6 1 9 3 . 3 0 GR A D E B R E A K S T A = 5 + 7 6 . 8 0 EL E V = 6 1 9 4 . 1 6 GR A D E B R E A K S T A = 6 + 1 2 . 0 0 EL E V = 6 1 9 4 . 8 7 GR A D E B R E A K S T A = 6 + 9 8 . 6 1 EL E V = 6 1 9 8 . 0 0 PVI STA: 1+13.64PVI ELEV: 6185.12K: 10.00 LVC: 58.49 BV C S : 0 + 8 4 . 3 9 BV C E : 6 1 8 6 . 2 8 EV C S : 1 + 4 2 . 8 8 EV C E : 6 1 8 5 . 6 7 LOW PT. STA: 1+24.00LOW PT ELEV: 6185.49 EXISTING GRADE PROPOSED GRADE HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=10' DATE REVISION C-2.0 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 2 0 - G R A D I N G . D W G - N o v 0 3 , 2 0 2 3 - 2 : 1 4 p m GRADING PLAN & ROAD PLAN/PROFILE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m GUY WIRE POWER POLE ELECTRIC TRANSFORMER LIGHT POLE SIGN EXISTING LEGEND EASEMENT WIRE FENCExx ROCK WALL ASPHALT PAVEMENT CONCRETE/SIDEWALK SNOW STORAGE AREA PROPOSED LEGEND STORM SEWERPSDPSD PROPERTY LINE SETBACK / BUILDING ENVELOPESTBK EASEMENT WOOD FENCE LOT LINE DRAINAGE SWALE>>>> BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT ME = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE SPOT ELEVATION LEGEND PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR EXISTING CONTOUR EXISTING CONTOUR INTERVAL 7900 7900 1. BUILDING FOOTPRINTS ARE CONCEPTUAL AND SHOWN FOR REFERENCE ONLY. BUILDING DESIGN WILL BE DETERMINED FOR PERMIT SUBMITTAL. 2. THE EXISTING CONTOUR INTERVAL IS TWO (2) FEET (DASHED) FROM A SURVEY PERFORMED BY SOPRIS ENGINEERING. CONTOURS OUTSIDE OF THE DEVELOPMENT AREA ARE FROM AN AERIAL SURVEY. 3. THE PROPOSED CONTOUR INTERVAL IS ONE (1) FOOT. 4. ALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS SHALL BE ADHERED TO. 5. ALL STORM SEWER PIPES 8" DIAMETER AND SMALLER SHALL BE SDR 35 GASKETED PIPE OR APPROVED EQUAL. STORM SEWER PIPES LARGER THAN 8" SHALL BE ADS N12 WATER TIGHT OR APPROVED EQUAL. MINIMUM STORM SEWER PIPE SLOPE IS 1.0% UNLESS NOTED OTHERWISE. 6. CURB INLET FRAME SHALL BE COMPATIBLE WITH MOUNTABLE CURB. REFER TO DETAIL 1/C4.0. CONTRACTOR TO PROVIDE SUBMITTAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. GENERAL GRADING NOTES: PROPOSED SLOPE PROPOSED SPOT ELEVATIONFL: 32.0 2.0% XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD x x x x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV CTV CTV XGA S XGA S XGA S XGAS X G A S XGAS XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS >>>> XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S XSA XSA S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBK ST B K STBK STBK STBK S T B K S T B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK S T B K S T B K STBK STBK STBK STB K STBK STB K XGAS XGAS XGAS XGAS XGAS XG A S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS LOD LOD LOD LOD LOD LOD LOD STBK STBK > > > > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK P S D P S D P S D P S D P S D P S D TEL TEL TEL TEL TEL PSD PSD PSD PSD PSD PSD PSD PSD PSD >>>>> > > > > ST B K ST B K ST B K R25'R25' R100' R50' R100' R46' (ROW) 6170 61 8 0 6190 6200 6210 6190 6200 6210 61 9 0 6 2 0 0 6 2 1 0 6 2 2 0 6200 6210 6220 LOT 1 LOT 5 LOT 6 LOT 4LOT 3LOT 2 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 EXISTING RESIDENCE FOURMILE R O A D 20.0' DRAINAGE EASEMENT 20.0' DRAINAGE EASEMENT DRAINAGE SWALE TO DAYLIGHT 0+ 0 0 1+00 2+00 3+00 4+00 5+00 6+00 6+99 BP: 0+00.00 PC: 0+43.69 P T : 0 + 9 7 . 9 1 P C : 2 + 6 0 . 6 1 P T : 3 + 0 2 . 1 2 P C : 5 + 7 6 . 8 0 P T : 6 + 1 2 . 0 3 E P : 6 + 9 8 . 6 1 6 1 9 0 618 6 6 1 8 8 6 1 9 2 6194 6200 6210 6180 6188 6198 6182 6184 6186 6188 6192 62 0 0 61 9 0 619 5 6186 6 1 8 6 61 8 7 618 7 6188 618 8 61 8 9 6189 61 9 1 61 9 2 61 9 3 6194 619 6 619 7 619 8 6199 6206 2. 0 % 4. 0 % 1.9% 3.1% 1.8% 1.0% 3.6% 2 . 0 % 2 . 0 % 3.4% 0.0% 4.1 % 4.1 % - 2 . 0 : 1 33 . 9 % 28 . 0 % 16 . 7 % 43 . 8 % 16 . 0 % 1.5% 1.2% 1.1% 1 . 0 % 2.4% 1.7% 0.8% 3.3% 2 . 9 % 1 . 0 % 18 . 8 % 25 . 0 % 10.1%10.1% 0.5%1.8% 1.0% FL:6191.26' FL:6190.72'FL:6190.48' FL:6189.33' FL:6188.07' FL:6192.00' FL:6194.17' 6 . 3 % FL:6193.53' SNOW STORAGE / DRAINAGE EASEMENT. WIDTH VARIES, 20.0-30.0' 20.0' ST-D3: TYPE 13 STA:3+38.35RIM:6193.81' 12" INV-O(N):6188.38'SUMP:6187.38' ST-D2: TYPE 13STA:1+69.27 RIM:6191.39' 12" INV-I(S):6186.54' 12" INV-O(W):6186.54'SUMP:6185.54' ST-D1-FESSTA:0+14.04RIM:6186.49' 12" INV-I(E):6185.32'0 + 0 0 1 + 0 0 2+00 3+00 3+40 0+00 0+99 ST-N2: TYPE 13STA:0+94.89RIM:6185.10' 12" INV-O(N):6180.16' SUMP:6179.16' ST-N1-FESSTA:0+00.00 RIM:6172.10' 12" INV-I(S):6171.00' AL-STORM-D PROFILE 6180 6183 6186 6189 6192 6195 6180 6183 6186 6189 6192 6195 0+00 61 8 8 . 4 61 8 5 . 4 1 0+50 61 8 9 . 4 61 8 5 . 6 0 61 8 9 . 7 61 8 5 . 8 0 1+00 61 8 9 . 9 61 8 6 . 0 0 61 9 0 . 2 61 8 6 . 1 9 1+50 61 9 0 . 4 61 8 6 . 3 9 61 9 1 . 5 61 8 6 . 6 0 2+00 61 9 2 . 0 61 8 6 . 8 7 61 9 2 . 4 61 8 7 . 1 5 2+50 61 9 2 . 9 61 8 7 . 4 2 61 9 3 . 2 61 8 7 . 6 9 3+00 61 9 3 . 4 61 8 7 . 9 6 61 9 3 . 7 61 8 8 . 2 3 3+40 61 9 3 . 8 154' of 12" ADSN12 @ 0.78% 166' of 12" ADSN12 @ 1.09% ST-D2: TYPE 13STA:1+69.27 RIM:6191.39' SUMP:6185.54 12"INV-I (S):6186.54' 12"INV-O (W):6186.54' ST-D3: TYPE 13STA:3+38.35 RIM:6193.81' SUMP:6187.38 12"INV-O (N):6188.38' HORIZONTAL SCALE: 1"=30'VERTICAL SCALE: 1'=10' ST-D1-FESSTA:0+14.04 12"INV-I (E):6185.32' STA: 0+45.31 ST>XSA STA: 2+41.43ST>4"SA STA: 2+87.09 ST>4"SA STA: 2+62.77ST>1.5"WS STA: 2+65.77ST>1.5"WS ETC CONDUITS± GAS SERVICES± EX. GAS MAIN. CONTRACTOR TO CONFIRMUTILITY LOCATIONS AND POTHOLE TO CONFIRMELEVATIONS PRIOR TO CONSTRUCTION. PROPOSED GRADE STORM INVERT AL-STORM-N PROFILE 61706171 6174 6177 6180 6183 6186 6189 61706171 6174 6177 6180 6183 6186 6189 0+00 61 7 1 . 0 0 61 7 3 . 4 1 0+50 61 8 5 . 5 61 7 5 . 8 3 61 8 5 . 6 61 7 8 . 2 4 0+99 61 8 5 . 2 ST-N2: TYPE 13 STA:0+94.89RIM:6185.10'SUMP:6179.16 12"INV-O (N):6180.16' ST-N1-FESSTA:0+00.00 12"INV-I (S):6171.00' 93' of 12" A D S N 1 2 @ 9 . 7 0 % PROPOSED STORM TO DAYLIGHT ADJACENT TO EX. 30" STORM. CONTRACTOR TO; (1) CLEAN AND WIDEN EXISTING CHANNEL, (2) INSTALL 10 L.F. RIPRAP (D5O=12") IN BOTTOM OF SWALE, & (3) STABILIZE AND REINFORCE CHANNEL SIDES WITH RIPRAP. PROPOSED GRADE STORM INVERT HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1'=10' DATE REVISION C-2.1 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 2 0 - G R A D I N G . D W G - N o v 0 3 , 2 0 2 3 - 2 : 1 4 p m STORM SEWER PLAN/PROFILE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m GUY WIRE POWER POLE ELECTRIC TRANSFORMER LIGHT POLE SIGN EXISTING LEGEND EASEMENT WIRE FENCExx ROCK WALL ASPHALT PAVEMENT CONCRETE/SIDEWALK SNOW STORAGE AREA PROPOSED LEGEND STORM SEWERPSDPSD PROPERTY LINE SETBACK / BUILDING ENVELOPESTBK EASEMENT WOOD FENCE LOT LINE DRAINAGE SWALE>>>> BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT ME = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE SPOT ELEVATION LEGEND PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR EXISTING CONTOUR EXISTING CONTOUR INTERVAL 7900 7900 PROPOSED SLOPE PROPOSED SPOT ELEVATIONFL: 32.0 2.0% 1. BUILDING FOOTPRINTS ARE CONCEPTUAL AND SHOWN FOR REFERENCE ONLY. BUILDING DESIGN WILL BE DETERMINED FOR PERMIT SUBMITTAL. 2. THE EXISTING CONTOUR INTERVAL IS TWO (2) FEET (DASHED) FROM A SURVEY PERFORMED BY SOPRIS ENGINEERING. CONTOURS OUTSIDE OF THE DEVELOPMENT AREA ARE FROM AN AERIAL SURVEY. 3. THE PROPOSED CONTOUR INTERVAL IS ONE (1) FOOT. 4. ALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS SHALL BE ADHERED TO. 5. ALL STORM SEWER PIPES 8" DIAMETER AND SMALLER SHALL BE SDR 35 GASKETED PIPE OR APPROVED EQUAL. STORM SEWER PIPES LARGER THAN 8" SHALL BE ADS N12 WATER TIGHT OR APPROVED EQUAL. MINIMUM STORM SEWER PIPE SLOPE IS 1.0% UNLESS NOTED OTHERWISE. 6. CURB INLET FRAME SHALL BE COMPATIBLE WITH MOUNTABLE CURB. REFER TO DETAIL 1/C4.0. CONTRACTOR TO PROVIDE SUBMITTAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. GENERAL GRADING NOTES: XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD x x x x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV CTV CTV XGA S XGA S XGA S XGAS X G A S XGAS XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS >>>> XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S XSA XSA S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBK ST B K STBK STBK STBK S T B K S T B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK S T B K S T B K STBK STBK STBK STB K STBK STB K XGAS XGAS XGAS XGAS XGAS XG A S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS LOD LOD LOD LOD LOD LOD LOD STBK STBK > > > > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK P S D P S D P S D P S D P S D P S D TEL TEL TEL TEL TEL PSD PSD PSD PSD PSD PSD PSD PSD PSD >>>>> > > > > ST B K ST B K ST B K R25'R25' R100' R50' R100' R46' (ROW) 6170 61 8 0 6190 6200 6210 6190 6200 6210 61 9 0 6 2 0 0 6 2 1 0 6 2 2 0 6200 6210 6220 LOT 1 LOT 5 LOT 6 LOT 4LOT 3LOT 2 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 EXISTING RESIDENCE FOURMILE R O A D 20.0' DRAINAGE EASEMENT 20.0' DRAINAGE EASEMENT DRAINAGE SWALE TO DAYLIGHT 0+ 0 0 1+00 2+00 3+00 4+00 5+00 6+00 6+99 BP: 0+00.00 PC: 0+43.69 P T : 0 + 9 7 . 9 1 P C : 2 + 6 0 . 6 1 P T : 3 + 0 2 . 1 2 P C : 5 + 7 6 . 8 0 P T : 6 + 1 2 . 0 3 E P : 6 + 9 8 . 6 1 6 1 9 0 6200 6210 6180 62 0 0 61 9 0 619 5 SNOW STORAGE / DRAINAGE EASEMENT. WIDTH VARIES, 20.0-30.0' 20.0' 0 + 0 0 1 + 0 0 2+00 3+00 3+40 0+00 0+99 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 S F SF SF DATE REVISION C-2.2 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 2 0 - G R A D I N G . D W G - N o v 0 3 , 2 0 2 3 - 2 : 1 4 p m EROSION CONTROL PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m GUY WIRE POWER POLE ELECTRIC TRANSFORMER LIGHT POLE SIGN EXISTING LEGEND EASEMENT WIRE FENCExx ROCK WALL PROPOSED LEGEND STORM SEWERPSDPSD PROPERTY LINE SETBACK / BUILDING ENVELOPESTBK EASEMENT WOOD FENCE LOT LINE DRAINAGE SWALE>>>> PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR EXISTING CONTOUR EXISTING CONTOUR INTERVAL 7900 7900 PROPOSED SLOPE PROPOSED SPOT ELEVATIONFL: 32.0 2.0% EROSION CONTROL NOTES: 1. CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES. 2. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR COUNTY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE TOWN'S SATISFACTION. 3. CONTRACTOR MAY UTILIZE A DUST PALLIATIVE THAT CONSISTS OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA PROPER TO THE ACCESS ROADS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRT FROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE ADJACENT COUNTY ROADS, CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE COUNTY/OWNER/ENGINEER. 4. MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SEDIMENT CONTAINMENT DURING THE PROGRESS OF THE CONTRACT IS ESSENTIAL. ANY DAMAGE DUE TO IMPROPER MAINTENANCE OF SAID DRAINAGE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT WILL BE THE CONTRACTOR'S RESPONSIBILITY. 5. BMP’S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING ACTIVITIES COMMENCE. 6. SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVES THE CONSTRUCTION SITE. 7. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENT PROTECTION TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS. 8. THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES (BMP’S) DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATES MUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP’S. 9. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP’S, STORAGE CONTAINERS, AND CONSTRUCTION EQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY CAUSE SURFACE EROSION. 10. THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY STATE STORM WATER INSPECTORS OR COUNTY STAFF. INSPECTION REPORTS MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT. 11. STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR REINFORCEMENT BEHIND ANOTHER BMP SUCH AS SILT FENCE). 12. BMP’S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE. 13. ALL BMP’S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISE SPECIFIED. 14. A VEHICLE TRACKING PAD (VTP) SHALL BE PLACED AT ALL EXITS FROM THE SITE, OR COMBINED SITES, TO PREVENT TRACK-OUT ONTO OFFSITE STREETS. IF TRACK-OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS. 15. ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED AWAY FROM FLOW LINES OF STREET, SWALES, RAIN GARDENS & AWAY FROM INLETS. 16. A CONCRETE WASHOUT AREA (CWA) MUST BE PROVIDED AND ROUTINELY MAINTAINED FOR ANY CONCRETE WORK. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS OR STREAMS IS ALLOWED. 17. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT AREAS (CWA). 18. ON-SITE TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS AND MUST BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. 19. STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED ONSITE TO MINIMIZE EROSION POTENTIAL. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MUCLH/MULCH TACKIFIER APPLIED. 20. EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES EXCEEDING 3:1. 21. EROSION AND SEDIMENT CONTROL METHODS AND RECOMMENDATIONS ARE AS FOLLOWS; INSTALL A SILT FENCE ALONG THE DISTURBANCE AREA PERIMETER, AND ALONG CUT AND FILL AREAS UNTIL THE DISTURBED AREAS ARE STABILIZED WITH VEGETATION. ONCE THE AREA IS STABILIZED WITH HARD SURFACE FLAT WORK OR VEGETATION THE SILT FENCING MAY BE REMOVED. OTHER EFFECTIVE METHODS FOR STABILIZATION INCLUDE THE INSTALLATION OF STRATEGICALLY PLACED EROSION LOG "WADDLES", SEDIMENT TRAPS, AND TEMPORARY OR PERMANENT SEDIMENT BASINS. OTHER NON-STRUCTURAL METHODS FOR CONTROLLING SEDIMENT TRANSPORT MAY INCLUDE SOIL BLANKET, GEOTEXTILES AND SOIL CEMENT. 22. RESEED ALL DISTURBED AREAS ACCORDING TO THE SEED MIX AND APPLICATIONS RATE SPECIFIED IN THE LANDSCAPING PLAN ASSOCIATED REVEGETATION NOTES, PREPARED BY OTHERS. (1 2 " MI N . ) 2' TO 3' 1/2H (12" MIN) H SILT FENCE INSTALLATION -NTS- 4" 4" 1/ 2 H H (MAXIM U M ) -NTS- FLOW BACKFILL TRENCH SILT FE N C E 15' SECTION COMPACTED 4"x4" SF SILT FENCE DETAIL SECTION A - A USE TWO STAKES 1 1/2 ' x 1 1/2 " x SUFFICIENT LENGTH TO EMBED AT LEAST 12" INTO SOIL AT EACH END OF LOG USE A STAKE EVERY 24" AT ALTERNATE 90 DEGREE ORIENTATION THROUGHOUT THE SEDIMENTATION LOG. SEDIMENTATION LOG - 12" MIN. DIAMETER STAKE AT 90 DEG. TO EACH OTHER FEATURES REQUIRING PROTECTION SCL SEDIMENT CONTROL LOG SCALE: N.T.S.C2.2 1 C2.2 2 SCALE: N.T.S. NOTE: EROSION CONTROL MEASURES SHALL BEMAINTAINED UNTILLANDSCAPING ISCOMPLETED, OR AS DIRECTED BY LOCAL JURISDICTION POST ANCHORED TOFABRIC MATERIAL (ANCHORED IN TRENCH) SEDIMENT CONTROL LOG INSTALLATION NOTES:1. SEE PLAN VIEW FOR: LOCATION OF SEDIMENT CONTROL LOG. 2. SEDIMENT CONTROL LOGS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR ORCOCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE SEDIMENT CONTROL LOGS SHALL BE TRENCHED INTO THE GROUND A MINIMUMOF 2-INCHES. SEDIMENT CONTROL LOG MAINTENANCE NOTES:1. THE SWMP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT & MAKE REPAIRS OR CLEANOUT UPSTREAM SEDIMENT AS NECESSARY. 2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM DEPTH IS WITHIN 1/2 THE HEIGHT OFTHE CREST OF LOG.3. SEDIMENT CONTROL LOGS SHALL BE REMOVED AT THE END OF CONSTRUCTION, ONCE PROPER VEGETATION HAS BEEN ESTABLISHED. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL IT SHALL BE COVERED WITH TOPSOIL AND REVEGETATED/ STABILIZED IN A MANNER APPROVED BY THELOCAL JURISDICTION. 12' MIN. MIRAFIFABRIC 6" OF CLASS 2 AGGREGATEBASE COURSE EXISTINGGRADE VEHICLE TRACKING CONTROL 3" (MINUS) ROCK,OR RECYCLEDCONCRETE SCALE: N.T.S. 1. ALL ROCK TO BE REMOVED UPON COMPLETION OF CONSTRUCTION. 2. PUBLIC ROADWAY TO BE KEPT CLEAN AND FREE OF MUD, DIRT AND DEBRIS AT ALL TIMES. 3. ALIGNMENT OF CONSTRUCTION ACCESS SHALL PROVIDE A MINIMUM LENGTH OF 40-FTMEASURED FROM THE CENTERLINE. NOTES 6" OF ROCK C2.2 3 >>>>PSDPSD P S D P S D PS D > > > XS D XS D XS D XS D XS D XS D > > > >>>>>>>>>>>>>> > > >>> >>>>>>>>>>>>>> > > >>>>>>> > > >>> > > > > > > > > > > >>>>>> >>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>> >> >>>> > > > > >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>> OS-01 AREA = 6.21 ACRES OS-02 AREA = 14.08 ACRES > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > OS-03 AREA = 11.11 ACRES DE-02 AREA = 1.97 ACRES DP01 DE-01: AREA=0.22 ACRES EX. 36" INV-IN EX. 36" CULVERT EX. 36" INV-OUT PRIMARY OFFSITE Q=118 CFS.± DP02 DP03 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 STORM INLET STORM INLETSTORM PIPE DAYLIGHT 1 . 9 % EX. CHANNEL SOUTH SECTION EX. CHANNEL MID. SECTION DP01 FLOW PATH DRAINAGE BASIN EXISTING FLOW ARROW >>>> DESIGN POINT EXISTING GIS CONTOUR DATE REVISION C-2.3 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ D E \ D R G \ 3 3 0 9 0 - D R G . D W G - N o v 0 3 , 2 0 2 3 - 2 : 1 1 p m NO R T H DRAINAGE BASIN EXHIBIT 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 080 80 160 80 24040 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R DRAINAGE LEGEND EXISTING OFFSITE DRAINAGE BASIN PEAK RUNOFF SUMMARY JOB NO. DATE: DESIGNED BY DRAWN BY CHECKED BY SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m 33090 11/03/2023 JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L DEVELOPED ONSITE DRAINAGE BASIN PEAK RUNOFF SUMMARY S T B K S T B K S T B K S T B K S T B K S T B K S T B K S T B K ST B K ST B K 8'' SA 8'' SA 8'' SA 8'' SA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ETC ETC ETC ETC ETC ETC 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA S S STBK STBK STBK STBK STBK STBK STB K STBK STBK S T B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK 6''WL 6''WL STBK STBK STBKSTBK 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6'' WL 6'' WL ETC ETC ETC ET C E T C 4''SA GA S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD STBK STBK STBK STBK STBK STBK > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK P S D P S D P S D P S D G E S GES G E S GES G ES GES S S GES G S S G ETC ETC TEL TEL TEL TEL 4'' SA E GEE T C E G S E T C E T C PSD PSD PSD PSD PSD PSD PSD ETC E E G ETC ETC ETC ETC E T C E T C ETC ETC >>>> > > > ST B K ST B K XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD OE L OE L OE L OE L OE L OE L OE L OE L OE L OE L OE L x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV CTV CTV CTV CTV CTV XGA S XGA S XGAS X G A S XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 218534301001 JAMES H SANDLER AND MARGARET L RICHARDLOT 1, BLOCK 7 SUNLIGHT VIEW SUBDIVISION 218534400022 12 ALPINE CT. REC. #891748 218534400020 MARIE CLAIRE JACOBI REC. #772955 EXCEPTION PARCEL REC. #891748 >>>>> > > > > > > XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S S XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XWL XWL XWL XWL XWL 15' GASLINE EASEMENT REC. #398902 30' UTILITY EASEMENT GRANTED TOSUNLIGHT VIEW WATER AND WASTEWATER COMPANY REC. #894458 15' GASLINE EASEMENT REC. #398902 20' WIDE WATERLINE/UTILITY EASEMENT REC. #924048 EXISTING RESIDENCE FOURMILE R O A D EX.GRAVEL D R I V E PROPERTY LINE PROPOSED LOT LINE (TYPICAL). LOT 1 LOT 5 LOT 6 LOT 4LOT 3LOT 2 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 20.0' DRAINAGE EASEMENT 20.0' UTILITY EASEMENT 20.0' UTILITY EASEMENT FIRE HYDRANT 1200 L.F.± 6" DIP WATER MAIN TOEX. WATER MAIN IN ALPINE COURT (OFFSITE). RE: C3.1 & C3.2. 1.5" WATER SERVICE (TYP.) 600 L.F. PRIMARY ELECTRIC, TELEPHONE, & CABLE. COORDINATE CONSTRUCTION W/ GLENWOOD SPRINGS ELECTRIC AND RESPECTIVE UTILITY PROVIDER. ELECTRIC TRANSFORMER TO SERVE LOTS 3-4, & 9-10. 1.5" WATER SERVICE (TYP.) SEWER MANHOLE SEWER MANHOLE SEWER SERVICE (TYP.)SEWER MAIN RE: C3.3 CORE INTO EX. MANHOLE, RE: C3.3 SEWER MAIN RE: C3.3 EX. ELECTRIC TRANSFORMER TO SERVE LOTS 1 & 2 ELECTRIC TRANSFORMER TO SERVE LOTS 5-8. 670 L.F. GAS MAIN CONSTRUCTED ACCORDING TO BLACK HILLS ENERGY RULES AND & REGULATIONS. ELECTRIC, TELEPHONE, CABLE, & GAS SERVICES (TYPICAL). 8" DIP WATER MAIN IN EX. EASEMENT RE: C3.1 & C3.2. CONNECT 1" WATER SERVICE TOEX. WATER TO LIFT STATION. ELECTRIC JUNCTION BOX FROM LIFT STATION TRANSFORMER TO SERVE LOTS 1-2, & 11-12. EXISTING UTILITY POLE. 280 L.F. COMMON UTILITY TRENCH. INSTALL TWO (2) 3" PRIMARY ELECTRIC CONDUITS , SECONDARY ELECTRIC + TELE/CABLE CONDUITS. CONFIRM DESIGN W/ UTILITY COMPANIES. 285 L.F. COMMON UTILITY TRENCH. INSTALL ONE (1) 4" PRIMARY ELECTRIC CONDUIT, SECONDARY ELECTRIC + TELE/CABLE CONDUITS. CONFIRM DESIGN W/ UTILITY COMPANIES. PROPOSED ELECTRIC PULL VAULT 125 L.F. TELEPHONE & CABLE TRENCH. CONFIRM DESIGN W/ UTILITY COMPANIES. DATE REVISION C-3.0 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 3 0 - U T I L I T Y . D W G - N o v 0 3 , 2 0 2 3 - 2 : 2 0 p m UTILITY PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 40 16020 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O DR A F T - F O R R E V I E W SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m DRAINAGE DRY-WELL FIRE HYDRANT WATER VALVE CURB STOP SIGN PROPOSED LEGEND STORM INLET 8'' WL GAS ETC ETC GAS GAS STORM SEWER ELEC, TELE, CABLE PSD PSD 8'' SA 8" WATER LINE 6" SANITARY SEWER SERVICE SEWER MANHOLE GUY WIRE POWER POLE GAS METER ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL LIGHT POLE EXISTING LEGEND CONTOUR CONTOUR INTERVAL7900 EASEMENT PROPERTY LINE WIRE FENCExx WATER MAINw SANITARY SEWER MAIN GAS TELEPHONE XGAS XGAS UNDERGROUND ELECTRIC CABLE XUT XUT XEL XEL XTV XTV UNDERGROUND UTILITYuu XSA XSA ASPHALT PAVEMENT CONCRETE/SIDEWALK 1. THE EXISTING CONDITIONS ARE FROM A SURVEY PERFORMED BY BOOKCLIFF SURVEY SERVICES INC, AND FROM UPDATED FIELD SURVEY OF TOPOGRAPHY AND SURFACE IMPROVEMENTS PERFORMED BY SOPRIS ENGINEERING, LLC (SE). THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE FROM THE BOOKCLIFF SURVEY, UTILITY MAPPING, AND FROM THE SE FIELD SURVEY OF SURFACE UTILITIES. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 3. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO WITHIN THE SITE BOUNDARIES AND/OR UTILITY / ACCESS EASEMENTS. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR PUBLIC UTILITY REPRESENTATIVES. 5. WATER AND SEWER MAIN LINES AND SERVICES SHALL BE CONSTRUCTED ACCORDING TO SUNLIGHT VIEW WATER AND WASTEWATER DEPARTMENT'S RULES AND REGULATIONS. WHERE THE PLANS AND MANUAL DIFFER THE CONTRACTOR SHALL HOLD TO THE MORE STRINGENT CRITERIA; ALSO ALL COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 6. ALL WATER SERVICES SHALL BE INSTALLED WITH A 6.0' MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. 7. ALL WATER SERVICES SHALL INCLUDE A CURB STOP OR OTHER ISOLATION VALVE LOCATED TO PROVIDE ACCESSIBILITY. 8. THE SANITARY SEWER SERVICES STUBS SHALL BE INSTALLED WITH A 12 GAUGE STRANDED LOCATE WIRE FROM END TO END. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION, SCHEDULING, AND INSTALLATION OF WATER SERVICE, SANITARY SERVICE, ELECTRIC, CABLE TELEVISION, GAS AND TELEPHONE UTILITIES PURSUANT TO UTILITY PROVIDER'S SPECIFICATIONS. GENERAL UTILITY NOTES: SEWER CLEAN OUT ELECTRIC METER ELECTRIC TRANSFORMER DRAINAGE SWALE>>>> WOOD FENCE 4 ' ' S A 8'' SA 8'' SA 8'' SA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ETC ETC ETC ETC ETC 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA S S 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6'' 4 ' ' S A ETC ETC ETC ETC ET C E T C 4 ' ' S A 4 ' ' S A 4''SA GA S XG A S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS L O D LOD LOD > > > > > > > > > > > > P S D P S D P S D P S D P S D P S D G E S GES G E S GES G ES GES S S GES G S S G ETC ETC ETC TEL TEL TEL TEL TEL 4'' SA 4'' SA E GEE T C E G S E T C E T C PSD PSD PSD PSD PSD PSD GAS ETC E E G ETC ETC ETC ETC ETC E T C E T C E T C ETC ETC ETC >>>>> > > > > XSD XSD XSD XSD XSD XSD XSD XSD OE L OE L OE L OE L OE L OE L OE L OE L OE L x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 218534301001 JAMES H SANDLER AND MARGARET L RICHARD LOT 1, BLOCK 7 SUNLIGHT VIEW SUBDIVISION 218534400022 12 ALPINE CT. REC. #891748 EXCEPTION PARCEL REC. #891748 XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S XSA XSA XSA XSA XSA XSA XSA XSAXWL XWL EX.GRAVEL D R I V E LOT 1 LOT 5 LOT 6 LOT 4LOT 3LOT 2 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 20.0' DRAINAGE EASEMENT 6190 6200 6210 62 3 0 6200 6210 20.0' UTILITY EASEMENT 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+505+55 SMH-P2STA:5+54.82RIM:6195.86' 8" INV-O(N):6186.40' SMH-EX5STA:6+83.12 RIM:6194.50' 8" INV-I(S):6188.50' 8" INV-O(NW):6188.40' SMH-EX4 STA:5+80.91 RIM:6192.02' 8" INV-I(SE):6184.30' 8" INV-O(N):6184.20' SMH-EX3 STA:2+18.32 RIM:6190.30' 8" INV-I(S):6180.70' 8" INV-O(N):6180.60' SMH-P1 STA:1+67.52 RIM:6189.17' 8" INV-I(S):6180.40' 8" INV-O(NW):6180.20' 192' of 8" @ 1.65% 359' of 8" @ 0.98% 98' o f 8 " @ 4 . 1 7 % 234' of 8" @ 3 . 2 9 % 162' of 8" PVC @ 1.67% 383' of 8" PVC @ 1.56% 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 404' OF 6" DIP 20' OF 6" DIP PROPOSED FIRE HYDRANT STA: 0+00.71 6" GATE VALVE STA: 0+21.19 8'X6" REDUCER STA: 0+22.42 6" - 22.50° HORZ. BENDSTA: 0+24.24 404' OF 6" DIP 6" - 22.50° HORZ. BENDSTA: 4+28.23 99' OF 6 " D I P 6" - 22.50° HORZ. BEND STA: 5+28.08 16' OF 6" DIP 18' OF 6" DIP 194' OF 6" D I P 6" - 45° HORZ. BEND AL-WATER-MAIN PROFILE 6180 6183 6186 6189 6192 6195 6198 6180 6183 6186 6189 6192 6195 6198 0+00 61 8 9 . 8 61 9 0 . 1 61 8 4 . 0 6 0+50 61 9 0 . 5 61 8 4 . 5 3 61 9 1 . 0 61 8 5 . 0 1 1+00 61 9 1 . 4 61 8 5 . 4 8 61 9 1 . 9 61 8 5 . 9 1 1+50 61 9 2 . 3 61 8 6 . 3 3 61 9 2 . 8 61 8 6 . 7 9 2+00 61 9 3 . 2 61 8 7 . 2 4 61 9 3 . 6 61 8 7 . 5 4 2+50 61 9 3 . 8 61 8 7 . 8 1 61 9 4 . 1 61 8 8 . 0 7 3+00 61 9 4 . 4 61 8 8 . 4 2 61 9 4 . 8 61 8 8 . 7 7 3+50 61 9 5 . 3 61 8 9 . 3 1 61 9 5 . 9 61 8 9 . 7 8 4+00 61 9 6 . 5 61 8 9 . 9 8 61 8 9 . 3 6 4+50 61 8 9 . 1 4 61 8 8 . 9 7 5+00 61 8 8 . 8 1 61 8 8 . 6 4 5+50 61 8 8 . 7 9 61 8 8 . 9 7 6+00 61 8 9 . 6 9 61 9 0 . 5 4 6+50 61 9 1 . 7 6 1.56' 1.42' 1.36' 1.68' 6.00'194' OF 6" DIP99' OF 6" DIP 404' OF 6" DIP 20' OF 6" DIP L1-1.5" WSSTA: 0+27.14 PROPOSED FIRE HYDRANTSTA: 0+00.71 OFFSET: 0.00'6" GATE VALVESTA: 0+21.19 6" - 22.50° HORZ. BEND STA: 0+24.24 8"X6" REDUCERSTA: 0+22.42 L2-1.5" WSSTA: 0+30.16 L12-1.5" WS STA: 0+55.75 L11-1.5" WS STA: 0+58.75 L3-1.5" WSSTA: 2+14.62 L4-1.5" WSSTA: 2+17.62 L10-1.5" WS STA: 2+55.75 L9-1.5" WS STA: 2+58.50 L8-1.5" WSSTA: 4+02.16 L7-1.5" WSSTA: 4+05.16 L5-1.5" WSSTA: 3+69.46 L6-1.5" WSSTA: 4+46.67SS<8"W STA: 0+34.41 SS<8"WSTA: 0+80.07 SS<8"WSTA: 2+34.41 SS<8"W STA: 2+80.08 SS<8"WSTA: 3+78.65 SS<8"W STA: 3+84.48 6" - 22.50° HORZ. BENDSTA: 4+28.23 6" - 22.50° HORZ. BEND STA: 5+28.08 PROPOSED GRADE TOP OF WATER MAIN HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1'=10' DATE REVISION C-3.1 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 3 1 - U T I L P R O F S . D W G - N o v 0 3 , 2 0 2 3 - 2 : 2 2 p m WATER PLAN/PROFILE -1 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m DRAINAGE DRY-WELL FIRE HYDRANT WATER VALVE CURB STOP SIGN PROPOSED LEGEND STORM INLET 8'' WL GAS ETC ETC GAS GAS STORM SEWER ELEC, TELE, CABLE PSD PSD 8'' SA 8" WATER LINE 6" SANITARY SEWER SERVICE SEWER MANHOLE GUY WIRE POWER POLE GAS METER ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL LIGHT POLE EXISTING LEGEND CONTOUR CONTOUR INTERVAL7900 EASEMENT PROPERTY LINE WIRE FENCExx WATER MAINw SANITARY SEWER MAIN GAS TELEPHONE XGAS XGAS UNDERGROUND ELECTRIC CABLE XUT XUT XEL XEL XTV XTV UNDERGROUND UTILITYuu XSA XSA ASPHALT PAVEMENT CONCRETE/SIDEWALK SEWER CLEAN OUT ELECTRIC METER ELECTRIC TRANSFORMER DRAINAGE SWALE>>>> WOOD FENCE 1. WATER AND SEWER MAIN LINES AND SERVICES SHALL BE CONSTRUCTED ACCORDING TO SUNLIGHT VIEW WATER AND WASTEWATER DEPARTMENT'S RULES AND REGULATIONS. WHERE THE PLANS AND MANUAL DIFFER THE CONTRACTOR SHALL HOLD TO THE MORE STRINGENT CRITERIA; ALSO ALL COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 2. ALL WATER SERVICES SHALL BE INSTALLED WITH A 6.0' MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. 3. WATER MAIN LINE SHALL BE C900 PVC OR APPROVED EQUAL. 4. ALL WATER SERVICES SHALL BE 1.5" PURE CORE AND INCLUDE A CURB STOP OR OTHER ISOLATION VALVE LOCATED TO PROVIDE ACCESSIBILITY 5. CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. WATER CONSTRUCTION NOTES: GAS GAS 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL 6'' WL XGAS XGAS XGAS XGAS XGAS L O D LOD LOD 6'' WL 6'' WL 6'' WL 6'' WL 6''WL ETC ETC ETC E T C E T C E T C >>>> > > > > 2 1 8 5 3 4 3 0 1 0 0 1 JA M E S H S A N D L E R A N D M A R G A R E T L R I C H A R D LO T 1 , B L O C K 7 S U N L I G H T V I E W S U B D I V I S I O N OE L OE L OE L OE L OE L OE L OE L OE L CTV CTV CTV CTV UE UE UE UE UE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 218534301001 JAMES H SANDLER AND MARGARET L RICHARD LOT 1, BLOCK 7 SUNLIGHT VIEW SUBDIVISION 218534400022 12 ALPINE CT. REC. #891748 EXCEPTION PARCEL REC. #891748 XSA XSA XSA XSA S S XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S XSA XSA XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XW L XW L XW L XW L XW L LOT 6 LOT 7 6210 6 2 2 0 623 0 6200 20.0' UTILITY EASEMENT SEWER MANHOLE 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+0 0 8+5 0 9+0 0 9+5 0 10+ 0 0 10+50 11+ 0 0 11+ 5 0 12+00 12+18 SMH-EX8STA:14+04.03RIM:6246.43' 8" INV-O(NW):6240.00' SMH-EX7 STA:12+14.13 RIM:6210.72' 8" INV-I(SE):6205.50' 8" INV-O(NE):6205.40' SMH-EX6STA:9+21.09RIM:6201.97' 8" INV-I(SW):6196.35' 8" INV-O(N):6196.20' SMH-EX5STA:6+83.12 RIM:6194.50' 8" INV-I(S):6188.50' 8" INV-O(NW):6188.40' SMH-EX4STA:5+80.91 RIM:6192.02' 8" INV-I(SE):6184.30' 8" INV-O(N):6184.20' 98' o f 8 " @ 4 . 1 7 % 234' of 8" @ 3 . 2 9 % 289' o f 8 " @ 3 . 1 3 % 189 ' o f 8 " @ 1 8 . 5 6 % 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+5 0 10+ 0 0 10+ 5 0 11+ 0 0 11+ 5 0 12+ 0 0 12+ 5 0 13+ 0 0 13+ 5 0 14+ 0 014+ 0 4 6" - 22.50° HORZ. BENDSTA: 4+28.23 99' OF 6 " D I P 6" - 22.50° HORZ. BEND STA: 5+28.08 16' OF 6" DIP 18' OF 6" DIP 194' OF 6" D I P 6" - 45° HORZ. BEND STA: 7+55.85 291' O F 6 " D I P 6" - 45° HORZ. BEND STA: 10+47.61 26' OF 6" DIP 6" - 45° HORZ. BEND STA: 10+74.46 123 ' O F 6 " D I P 6" - 45° HORZ. BENDSTA: 11+97.35 16' OF 6" DIP POTHOLE LOCATE EX. WATER MAIN.CONNECT TO EXISTING MAIN,RELOCATE EX. FIRE HYDRANT IF NECESSARY. STA: 12+17.74 AL-WATER-MAIN PROFILE 6190 6200 6210 6220 6230 6240 6250 6190 6200 6210 6220 6230 6240 6250 6+50 61 9 1 . 7 6 61 9 3 . 1 8 7+00 61 9 4 . 1 3 61 9 4 . 9 0 7+50 61 9 5 . 4 8 62 0 2 . 0 61 9 5 . 8 4 8+00 62 0 2 . 1 61 9 6 . 2 1 62 0 2 . 7 61 9 6 . 6 6 8+50 62 0 3 . 8 61 9 7 . 7 5 62 0 5 . 4 61 9 9 . 0 6 9+00 62 0 7 . 1 62 0 0 . 6 6 62 0 8 . 5 62 0 1 . 8 9 9+50 62 0 8 . 9 62 0 2 . 1 6 62 0 9 . 2 62 0 2 . 4 4 10+00 62 0 8 . 8 62 0 2 . 6 8 62 0 9 . 9 62 0 3 . 7 9 10+50 62 1 2 . 4 62 0 5 . 5 3 62 2 0 . 5 62 1 1 . 4 9 11+00 62 2 3 . 5 62 1 7 . 0 3 62 2 7 . 0 62 2 0 . 9 1 11+50 62 3 0 . 9 62 2 4 . 6 8 62 3 7 . 3 62 3 0 . 7 8 12+00 62 4 2 . 9 62 3 6 . 7 4 12+18 62 4 6 . 0 291' OF 6" DIP 26' OF 6" DIP 123' OF 6" DIP 6" - 45° HORZ. BENDSTA: 11+97.35 PROPOSED FIRE HYDRANT STA: 12+17.74OFFSET: 0.00' 6" - 45° HORZ. BENDSTA: 10+74.46 6" - 45° HORZ. BEND STA: 10+47.61 6" - 45° HORZ. BEND STA: 7+55.85 EX. SEWER, DEPTH INTERPOLATED FROM SEWER MH DIPS. PROPOSED WATER 18" UNDER SEWER 7.01' 6.01'EXISTING GRADE TOP OF WATER MAIN HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1'=30' DATE REVISION C-3.2 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 3 1 - U T I L P R O F S . D W G - N o v 0 3 , 2 0 2 3 - 2 : 2 2 p m WATER PLAN/PROFILE-2 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m DRAINAGE DRY-WELL FIRE HYDRANT WATER VALVE CURB STOP SIGN PROPOSED LEGEND STORM INLET 8'' WL GAS ETC ETC GAS GAS STORM SEWER ELEC, TELE, CABLE PSD PSD 8'' SA 8" WATER LINE 6" SANITARY SEWER SERVICE SEWER MANHOLE GUY WIRE POWER POLE GAS METER ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL LIGHT POLE EXISTING LEGEND CONTOUR CONTOUR INTERVAL7900 EASEMENT PROPERTY LINE WIRE FENCExx WATER MAINw SANITARY SEWER MAIN GAS TELEPHONE XGAS XGAS UNDERGROUND ELECTRIC CABLE XUT XUT XEL XEL XTV XTV UNDERGROUND UTILITYuu XSA XSA ASPHALT PAVEMENT CONCRETE/SIDEWALK SEWER CLEAN OUT ELECTRIC METER ELECTRIC TRANSFORMER DRAINAGE SWALE>>>> WOOD FENCE 4 ' ' S A 8'' SA 8'' SA 8'' SA 8'' SA 8'' SA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ETC ETC ETC ETC ETC ETC ETC ETC 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA S S 6''WL 6''WL 6''WL 6''WL 4 ' ' S A ETC ETC ETC ETC ET C E T C 4 ' ' S A 4 ' ' S A 4''SA GA S XGAS XGAS XGAS XGAS XGAS XG A S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS > > > > > > > > > > > > P S D P S D P S D P S D P S D P S D G E S GES G E S GES G ES GES S S GES G S S G ETC ETC ETC TEL TEL TEL TEL TEL 4'' SA 4'' SA E GEE T C E G S E T C E T C PSD PSD PSD PSD PSD PSD PSD PSD PSD GAS ETC E E G ETC ETC ETC ETC ETC E T C E T C E T C ETC ETC ETC >>>>> > > > > XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD x x x x x x x x x x x CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE CTV CTV XGA S XGA S XGAS X G A S XGAS XGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS >> XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA S S S S XSA XSA FOURMILE R O A D EX.GRAVEL D R I V E LOT 1 LOT 5 LOT 6 LOT 4LOT 3LOT 2 LOT 7 LOT 12 20.0' DRAINAGE EASEMENT 6170 61 8 0 6190 6200 6190 6200 6210 61 9 0 6 2 1 0 6 2 2 0 6200 20.0' UTILITY EASEMENT 20.0' UTILITY EASEMENT FIRE HYDRANT 1200 L.F.± 8" DIP WATER MAIN TO END OF EX. WATER MAIN IN ALPINE COURT (OFFSITE). RE: C3.1 & C3.2.1.5" WATER SERVICE (TYP.) 1.5" WATER SERVICE (TYP.) CONNECT 1" WATER SERVICE TO EX. WATER TO LIFT STATION. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+505+55 SMH-P2STA:5+54.82 RIM:6195.86' 8" INV-O(N):6186.40' SMH-EX5 STA:6+83.12 RIM:6194.50' 8" INV-I(S):6188.50' 8" INV-O(NW):6188.40' SMH-EX4 STA:5+80.91RIM:6192.02' 8" INV-I(SE):6184.30' 8" INV-O(N):6184.20' SMH-EX3 STA:2+18.32RIM:6190.30' 8" INV-I(S):6180.70' 8" INV-O(N):6180.60' SMH-P1 STA:1+67.52RIM:6189.17' 8" INV-I(S):6180.40' 8" INV-O(NW):6180.20' SEWER LIFT-EX1STA:0+00.00 RIM:6187.07' 8" INV-I(SE):6173.00' SMH-EX2 (8FT DIA. DROP)STA:0+00.00 RIM:6187.00' 8" INV-I(S):6177.40' 8" INV-I(SE):6177.50' 8" INV-O(NW):6173.20' 12' of 8" @ 1.42% 192' of 8" @ 1.65% 359' of 8" @ 0.98% 98' o f 8 " @ 4 . 1 7 % 162' of 8" PVC @ 1.67% 383' of 8" PVC @ 1.56% 0+0 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 404' OF 6" DIP 20' OF 6" DIP PROPOSED FIRE HYDRANT STA: 0+00.71 6" GATE VALVE STA: 0+21.19 8'X6" REDUCERSTA: 0+22.42 6" - 22.50° HORZ. BEND STA: 0+24.24 404' OF 6" DIP 6" - 22.50° HORZ. BEND STA: 4+28.23 99' OF 6 " D I P 6" - 22.50° HORZ. BENDSTA: 5+28.08 16' OF 6" DIP 18' OF 6" DIP AL-SEWER-MAIN PROFILE 6168 6171 6174 6177 6180 6183 6186 6189 6192 6195 6198 6168 6171 6174 6177 6180 6183 6186 6189 6192 6195 6198 0+00 0+50 61 7 8 . 2 7 1+00 61 7 9 . 1 1 1+50 61 8 8 . 5 61 7 9 . 9 4 2+00 61 9 0 . 0 61 8 0 . 8 7 2+50 61 9 0 . 9 61 8 1 . 6 5 3+00 61 9 1 . 8 61 8 2 . 4 3 3+50 61 9 2 . 7 61 8 3 . 2 1 4+00 61 9 3 . 4 61 8 3 . 9 9 4+50 61 9 3 . 9 61 8 4 . 7 7 5+00 61 9 4 . 6 61 8 5 . 5 5 5+50 61 9 5 . 7 61 8 6 . 3 2 5+556195.9 61 7 7 . 8 5 61 7 8 . 6 9 61 7 9 . 5 2 61 8 9 . 4 61 8 0 . 4 9 61 9 0 . 4 61 8 1 . 2 6 61 9 1 . 4 61 8 2 . 0 4 61 9 2 . 3 61 8 2 . 8 2 61 9 3 . 2 61 8 3 . 6 0 61 9 3 . 7 61 8 4 . 3 8 61 9 4 . 3 61 8 5 . 1 6 61 9 5 . 1 61 8 5 . 9 4 SMH-EX2 (8FT DIA. DROP) STA:0+20.05 RIM:6187.00' 8"INV-I(S):6177.40' 8"INV-I(SE):6177.50' 8"INV-O(NW):6173.20' 162' of 8" SDR35 PVC @ 1.67% 383' of 8" SDR35 PVC @ 1.56% SMH-P1STA:1+33.83 RIM:6189.17' 8"INV-I(S):6180.40' 8"INV-O(NW):6180.20' SMH-P2 STA:6+16.59 RIM:6195.86' 8"INV-O(N):6186.40' EX ST<SS STA: 0+16.61TOP= 6175.24' 2.24' 2.47' 2.44' WS>8"S STA: 1+91.34 WS>8"SSTA: 1+94.34 WS>8"SSTA: 3+79.94 WS>8"SSTA: 3+82.94 WS>8"SSTA: 5+34.78 L1-4"SS STA: 1+15.37 INV= 6180.05'± L12-4"SSSTA: 1+99.72INV= 6181.56'± L2-4"SS STA: 2+14.27INV= 6181.79'± L11-4"SS STA: 2+45.38 INV= 6182.27'± L3-4"SS STA: 3+58.60 INV= 6184.03'± L10-4"SS STA: 3+99.73INV= 6184.67'± L4-4"SSSTA: 4+04.27 INV= 6184.75'± L9-4"SS STA: 4+45.40INV= 6185.39'± L5-4"SS STA: 5+20.78INV= 6186.56'± L8-4"SSSTA: 5+43.80 INV= 6186.92'± L7-4"SS STA: 5+46.80 INV= 6186.97'± L6-4"SS STA: 5+49.80INV= 6187.01'± ETC CONDUITS± GAS SERVICES±ETC CONDUITS± GAS SERVICE± ETC CONDUITS± GAS SERVICE± ETC CONDUITS± GAS SERVICE± HORIZONTAL SCALE: 1"=30'VERTICAL SCALE: 1'=10' PROPOSED GRADE SEWER INVERT DATE REVISION C-3.3 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 3 1 - U T I L P R O F S . D W G - N o v 0 3 , 2 0 2 3 - 2 : 2 2 p m SEWER PLAN/PROFILE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m DRAINAGE DRY-WELL FIRE HYDRANT WATER VALVE CURB STOP SIGN PROPOSED LEGEND STORM INLET 8'' WL GAS ETC ETC GAS GAS STORM SEWER ELEC, TELE, CABLE PSD PSD 8'' SA 8" WATER LINE 6" SANITARY SEWER SERVICE SEWER MANHOLE GUY WIRE POWER POLE GAS METER ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL LIGHT POLE EXISTING LEGEND CONTOUR CONTOUR INTERVAL7900 EASEMENT PROPERTY LINE WIRE FENCExx WATER MAINw SANITARY SEWER MAIN GAS TELEPHONE XGAS XGAS UNDERGROUND ELECTRIC CABLE XUT XUT XEL XEL XTV XTV UNDERGROUND UTILITYuu XSA XSA ASPHALT PAVEMENT CONCRETE/SIDEWALK 1. THE EXISTING CONDITIONS ARE FROM A SURVEY PERFORMED BY BOOKCLIFF SURVEY SERVICES INC, AND FROM UPDATED FIELD SURVEY OF TOPOGRAPHY AND SURFACE IMPROVEMENTS PERFORMED BY SOPRIS ENGINEERING, LLC (SE). THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE FROM THE BOOKCLIFF SURVEY, UTILITY MAPPING, AND FROM THE SE FIELD SURVEY OF SURFACE UTILITIES. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 3. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO WITHIN THE SITE BOUNDARIES AND/OR UTILITY / ACCESS EASEMENTS. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR PUBLIC UTILITY REPRESENTATIVES. 5. WATER AND SEWER MAIN LINES AND SERVICES SHALL BE CONSTRUCTED ACCORDING TO SUNLIGHT VIEW WATER AND WASTEWATER DEPARTMENT'S RULES AND REGULATIONS. WHERE THE PLANS AND MANUAL DIFFER THE CONTRACTOR SHALL HOLD TO THE MORE STRINGENT CRITERIA; ALSO ALL COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 6. ALL WATER SERVICES SHALL BE INSTALLED WITH A 6.0' MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. 7. ALL WATER SERVICES SHALL INCLUDE A CURB STOP OR OTHER ISOLATION VALVE LOCATED TO PROVIDE ACCESSIBILITY. 8. THE SANITARY SEWER SERVICES STUBS SHALL BE INSTALLED WITH A 12 GAUGE STRANDED LOCATE WIRE FROM END TO END. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION, SCHEDULING, AND INSTALLATION OF WATER SERVICE, SANITARY SERVICE, ELECTRIC, CABLE TELEVISION, GAS AND TELEPHONE UTILITIES PURSUANT TO UTILITY PROVIDER'S SPECIFICATIONS. GENERAL UTILITY NOTES: SEWER CLEAN OUT ELECTRIC METER ELECTRIC TRANSFORMER DRAINAGE SWALE>>>> WOOD FENCE DATE REVISION C-4.0 DRAWING NO. TITLE G: \ 2 0 2 3 \ 3 3 0 9 0 S U N L I G H T P A R K W A Y \ C I V I L \ C I V I L D W G S \ P L O T \ 3 3 0 9 0 - C 4 0 - D E T A I L S . D W G - N o v 0 3 , 2 0 2 3 - 2 : 2 6 p m SITE DETAILS MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R 33090JOB NO. DATE:11/03/2023 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN SU N L I G H T P A R K W A Y S U B D I V I S I O N GA R F I E L D C O U N T Y , C O L O R A D O SU B M I T T A L SO P R I S E N G I N E E R I N G L L C 50 2 M A I N S T R E E T S U I T E A 3 C A R B O N D A L E C O 8 1 6 2 3 (9 7 0 ) 7 0 4 0 3 1 1 s o p r i s e n g i n e e r i n g . c o m 6" MIN. CLASS 6 ABC 4" CONCRETE (6" AT DRIVES) SCALE: N.T.S. TYPICAL CONCRETE PAVEMENT SECTION C4.0 2 4" ASPHALT NOTES: 1. CONTRACTOR TO STRIP ALL TOPSOIL, SCARIFY SUBGRADE TO A DEPTH OF 8", MOISTURE TREATED TOWITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND RE-COMPACT TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 2. DESIGN MIX TO BE SUBMITTED TO ENGINEER FOR APPROVAL. 3. 4" ASPHALT DEPTH W/ 2" BASE LAYER AND 2" TOP LAYER. 4. THE EXISTING SUBBASE SHALL BE PROOF ROLLED AFTER THE REQUIRED COMPACTION HAS BEEN OBTAINED AND THE SUBGRADE HAS BEEN SHAPED TO THE REQUIRED CROSS SECTION. PROOF ROLLING SHALL BE PERFORMED IN ACCORDANCE WITH CDOT SPECIFICATIONS WITH A VEHICLE WITH A MINIMUM AXLE LOAD OF 18 kips PER AXLE AND OBSERVED BY PROJECT ENGINEER AND/OR PROJECT GEOTECHNICAL ENGINEER. SCALE: N.T.S. TYPICAL ASPHALT PAVEMENT DETAIL 12" 4" MIN. 6" MIN.SELECT MATERIAL COMPACTEDTO 95% STANDARD PROCTOR 12" BEDDING OF CLASS 6 AGGREGATE BASECOURSE OR SUITABLE ONSITE MATERIAL SCALE: N.T.S. TRENCH CROSS-SECTION FOR PVC OR HDPE LINES C4.0 3 C4.0 6 8" CLASS 6 NOTES: 1. CONTRACTOR TO STRIP ALL TOPSOIL, SCARIFY SUBGRADE TO A DEPTH OF 8", MOISTURE TREATED TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND RE-COMPACT TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 2. AGGREGATE BASE COURSE SHALL BE LAID IN THIN LIFTS NOT TO EXCEED 6-INCHES, MOISTURE TREATED TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 3. THE SUBGRADE & BASE COURSE SHALL BE PROOF ROLLED AFTER THE REQUIRED COMPACTION HAS BEEN OBTAINED AND THE SUBGRADE HAS BEEN SHAPED TO THE REQUIRED CROSS SECTION. PROOF ROLLING SHALL BE PERFORMED IN ACCORDANCE WITH CDOT SPECIFICATIONS WITH A VEHICLE WITH A MINIMUM AXLE LOAD OF 18 kips PER AXLE AND OBSERVED BY PROJECT ENGINEER AND/OR PROJECT GEOTECHNICAL ENGINEER. SCALE: N.T.S. CONCRETE JOINTS C4.0 4 6" 1'-6"10" 4" 2'-4" 10" 6" A = 1/8" B = 1-1/2" LEGEND FOR RADII C = 1-1/2" - 2"1.5" SCALE: N.T.S. MOUNTABLE CURB C4.0 5 NOTES: 1. CONTRACTOR TO STRIP ALL TOPSOIL, SCARIFY SUBGRADE TO A DEPTH OF 8", MOISTURE TREATED TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND RE-COMPACT TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 2. AGGREGATE BASE COURSE SHALL BE LAID IN THIN LIFTS NOT TO EXCEED 6-INCHES, MOISTURE TREATED TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 3. REFER TO SITE PLAN FOR FOR CATCH CURB, SPILL CURB, AND TRANSITION LOCATIONS. 4000 PSI CONCRETE WITHFIBER MESH 6" CLASS 6 AGGREGATE BASE COURSE AGGREGATE COMPACTED TO 95%STANDARD PROCTOR DENSITY CONTROL JOINT EXPANSION JOINT GROOVED JOINT REFER TO PLANS FOR LOCATIONS.CONCRETE SIDEWALK 1" 1/4" 1" WIDE EXPANSION JOINT CONCRETE SIDEWALK NOTES: 1. SELECT MATERIAL SHALL BE SUITABLE ONSITE MATERIAL THAT IS FREE OF ORGANICS, SCREENED 3" MINUS COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. IF SUITABLE ONSITE MATERIAL IS NOT AVAILABLE, CONTRACTOR SHALL IMPORT CLASS 2 STRUCTURAL BACKFILL OR APPROVED EQUAL. 36" MINCOVER 3.00' 12" MIN 6" MIN 6" MIN 4"MIN 12" MIN PRIMARY ELECTRIC CONDUITS, RE: TO PLAN NOTES, CONFIRM & COORDINATE CONSTRUCTION W/ GLENWOOD SPRINGS ELECTRIC. 48" MINCOVER NOTES: 1. BEDDING MATERIAL TO BE CLASS 6 ABC. 2. MIN 4" BEDDING MATERIAL UNDER CONDUITS. 3. MIN 12" CLASS 6 ABC OVER TOP OF CONDUITS. 4. WARNING TAPE TO BE INSTALLED ABOVE CONDUITS PER UTILITY COMPANY STANDARDS. 5. TRENCH WALLS ARE TO BE SLOPED PER CURRENT OSHA AND COSH STANDARDS. 6. DEPTH OF TRENCH IS TO BE MEASURED FROM FINISHED GRADE. TELEPHONE, CABLE, FIBER (IF AVAILABLE). CONFIRM CONDUIT AND COORDINATE CONSTRUCTION WITH THE RESPECTIVE UTILITY COMPANY. SCALE: N.T.S. COMMON UTILITY TRENCH C4.0 7 CLASS 6 ABC COMPACTED TO 95% OF MAX STANDARD PROCTOR DENSITYWITHIN 2% OF OPTIMUM MOISTURE CLASS 6 ABC COMPACTED TO 95% OF MAX STANDARD PROCTOR DENSITYWITHIN 2% OF OPTIMUM MOISTURE PREPPED SUBGRADE PREPPED SUBGRADE NOTES:1. CONCRETE MUST CURE TO 4000 PSI STRENGTH IN 14 CONSECUTIVE DAYS 2. STEEL REINFORCEMENT: - #4 RE-BAR FOR FLOOR SLAB AT 8" CENTERS IN TWO HORIZONTAL DIRECTIONS (X AND Y) - #4 RE-BAR AT 9" CENTERS INSTALLED HORIZONTALLY AND VERTICALLY FOR WALLS CURB INLET FRAME TO BE NEENAH R-3246 OR APPROVED EQUAL. CONTRACTOR TO PROVIDE SUBMITTAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. GRATE TO BE: 1. TYPE C AT LOW POINT OF CURB 2. TYPE L ON SLOPED CURB 48" 36" 24" 6" REFER TO PLANS FOR TYPE AND SIZE OF PIPE NOTE: INLET TO BE PLACED ON A MINIMUM OF 12" CLASS 6 ABC COMPACTED TO 95% STANDARD PROCTOR 36" 8" SUMP=REFER TO PLANS INVERT=REFER TO PLANS TOP OF BOX FL=REFER TO PLANSPROPOSED ASPHALT 24" REFER TO PLANS FOR PIPE SIZE 6" 6" SCALE: N.T.S. TYPE 13 INLET DETAIL C4.0 1