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HomeMy WebLinkAboutOriginal PlansMECHANICAL PLAN - OVERALL M0.1 S001 GENERAL NOTES 9415 E HARRY ST #405 WICHITA, KS 67207 316-618-0448 phone TITLE SHEET SITE ARCHITECTURAL PLANSA-1 TS MECHANICAL NOTES M1.1 MECHANICAL PLAN - ROOFTOP OVERALL CONTACT: SALLY KAUFMAN 01 502-572-7880 phone LOUISVILLE, KY 333 EAST MAIN STREET, SUITE 300 CONTACT: DAN KUNAU EMAIL: dkunau@andovermgt.com FLEX BUILDING C 970-704-0311 phone 502 MAIN STREET SUITE A3 CARBONDALE, CO 81623 CONTACT: JOHN PETAISTO EMAIL: jpetaisto@sopriseng.com M1.2 EMAIL:sally@kdginc.co S100 FOUNDATION PLANS110 E0.1 02 03 04 05 06 07 08 09 10 11 12 13 14 15 17 18 19 20 21 FIRE SEPARATION & CODE PLANA-1.0 A-1.1 BUILDING PLAN/ENLARGED TOILET A-1.2 REFLECTED CEILING PLAN A-2.0 DOOR & WINDOW SCHEDULE A-2.1 BUILDING SECTIONS A-3.1 BUILDING ELEVATIONS 22 23 24 25 26 27 28 A-4.1 WALL SECTIONS ROOF PLAN A-4.2 WALL SECTIONS 29 30 31 32 33 34 35 36 16 37 38 39 40 41 42 P1.1 E1.1 E2.1 E 3.1 ELECTRICAL LEGEND POWER PLAN PO BOX 1479 STATESBORO, GA 30459 912-212-6117 phone CONTACT: WARREN H CLEMENTS GL E N W O O D S P R I N G S F L E X C B U I L D I N G S210 S211 LIGHTING PLAN P0.1 PLUMBING NOTES & SCHEDULES SANITARY PLAN - OVERALL & ENLARGED 702-606-0867 phone HOUSTON, TX 77077 1215 PROVIVENT OAKS LANE CONTACT: KAMRAN BARBOD EMAIL: aodraftinginc@gmail.com S410 S420 SECTIONS & DETAILS ROOF FRAMING PLAN FOUNDATION NOTES & DETAILS 1 DIAMOND CAUSEWAY, SUITE 7 SAVANNAH, GA 912-677-7716 phone CONTACT: WARREN R LAW EMAIL:wlaw@sdcsav.com GLENWOOD SPRINGS ELEC DETAILS MECHANICAL DETAILSM2.1 GRADING PLAN C-0.0 COVER SHEET C-1.0 C-2.0 SITE PLAN ROAD PLAN/PROFILE 1C-2.1 STORM F G J & K PLAN/PROFILEC-2.2 A-5.1 C-3.0 C-4.0 SITE DETAILS UTILITY PLAN SECTIONS & DETAILS CITADEL M0.2 MECHANICAL SCHEDULES P0.2 PLUMBING NOTES & SCHEDULES P2.1 DOMESTIC WATER PLAN - OVERALL & ENLARGED P3.1 NATURAL GAS PLAN - OVERALL E 3.2 ELEC SCHEDULES EMAIL: warren.clements@clementseng.com ANCHOR BOLT PLANS111 S212 ELEVATIONS ELEVATIONS STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK x x x x x x x x x x x x x x x x xxxxxxxxxx x x x IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR STBK STBK STBK STBK STBK STBK ST B K ST B K ST B K STBK STBK ST B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK > > > > > > > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 6''SA 6''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 8' ' SA 8' ' SA 8' ' SA UE L UE L E P S D PS D PS D PS D PS D PS D PS D PS D PS D PS D PSD PSD PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PSD 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PP MM LL KK JJ HH GG FF EE DD CC BB AA Z Y X W V U T S R Q P N M L K J H G F E D C B A NN PS D PS D PS D ST ST IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D P S D P S D P S D P S D P S D >>>>>>>>>>>>>>>>>>>>>>>>>> PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL 6''WL STB K STB K ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ETC FO FO E E FO 4 ' ' W L G A S G A S GAS >>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>> S S S PSD ST 4' ' WL TR A S H RE C Y . > > > > > > sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 A B C D E F G H I KJ 1 2 3 4 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 A B C D E F G H I KJ 1 2 3 4 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK x x x x x x x x x x x x x x x x xxxxxxxxxx x x x IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR STBK STBK STBK STBK STBK STBK ST B K ST B K ST B K STBK STBK ST B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK > > > > > > > > > > > > > > > STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 6''SA 6''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 8' ' SA 8' ' SA 8' ' SA UE L UE L E P S D PS D PS D PS D PS D PS D PS D PS D PS D PS D PSD PSD PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PSD 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PP MM LL KK JJ HH GG FF EE DD CC BB AA Z Y X W V U T S R Q P N M L K J H G F E D C B A NN PS D PS D PS D ST ST IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D P S D P S D P S D P S D P S D >>>>>>>>>>>>>>>>>>>>>>>>>> PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL 6''WL STB K STB K ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ETC FO FO E E FO 4 ' ' W L G A S G A S GAS >>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>> S S S PSD ST 4' ' WL TR A S H RE C Y . > > > > > > sally@kdginc.co Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF SHEETS (316) 618-0448 WICHITA,KS 67207 9415 E. HARRY ST. ISSUE DATE SUITE 405 > > XEL XI R R XI R R TR A S H RE C Y . TR A S H RE C Y . CHAPPARAL CIRCLE ME L R A Y R O A D GLENWOOD SPRINGS MALL ST O R M K I N G R O A D PONDEROSA CIRCLE WESTERN HILLS SUBDIVISION CENTER DR JU N I P E R C T DONEGAN ROAD LOT 1 LOT 2 LOT 3 (FUTURE) CENTER DR CENTER DR CH A P P A R A L D R I V E BUILDING A BY SEPARATE PERMIT FUTURE BUILDING B BUILDING C G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ P L O T \ B L D G C P E R M I T - C D \ 3 0 0 1 7 - C 0 0 - C O V E R . D W G - A p r 2 2 , 2 0 2 4 - 2 : 0 7 p m GLENWOOD BUSINESS CENTER BUILDING C CIVIL PERMIT PLANS: 04/22/2024 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 VICINITY MAP SCALE: 1" = 2000' SITE COLORADO RIVER MI T C H E L L C R E E K INTERSTATE 70 MIDLA N D A V E C0.0 - COVER SHEET C1.0 - SITE PLAN C2.0 - BUILDING C GRADING PLAN C2.1 - ROAD PLAN/PROFILE 1 C2.2 - STORM 'F', 'G', 'J' & 'K' PLAN / PROFILE C3.0 - UTILITY PLAN C4.0 - SITE DETAILS PLAN INDEX SOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com ST B K ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK SINGLE STORY BUILDINGSINGLE STORY BUILDING STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK ST B K ST B K STBK ST B K ST 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 STBK STBK STBK ST B K ST B K ST B K ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STB K TR A S H RE C Y . TR A S H RE C Y . XF O XF O XF O XFO XFO XFO XFO XFO XFO XFO XF O >> XF O XF O XF O XF O XF O XF O XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO >> XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XW L XW L XW L XS D XSD XSD X S D XSD XSD XSD XSD XSD XSD XSD XS D XS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XS D XS D XS D XS D XS D XS D XS D XSD XSD XSD XSD X S D X S D 7.5' REAR SETBACK (COMMERCIAL) R25' R25' 7.5' REAR SETBACK (COMMERCIAL) 100' STORAGE SETBACK FROM RESIDENTIAL PROPERTY LINE 10' SIDE SETBACK 40' ACCESS EASEMENT 40' ACCESS EASEMENT RE: PRELIMINARY PLAT 28' 28' 28' 7.50' REAR (COMMERCIAL) 100' 10' SIDE SETBACK ST O R M K I N G R O A D (C I T Y , C O L L E C T O R ) DONEGAN ROAD (COUNTY RD 130, COLLECTOR)DONEGAN ROAD ST O R M K I N G R O A D RO W / B O U N D A R Y ROW/BOUNDARY WEST GLENWOOD MALL LOT 1 AREA=3.192 AC. LOT 3: FUTURE DEVELOPMENT. AREA=4.748 AC. 12 BUILDING A: 2 STORY STORAG E (BY SEPARATE PERMIT) LOT 2: STORAGE, FLEX, EMPLOYEE UNITS. AREA=7.879 AC. CH A P P A R A L D R I V E ME L R A Y R O A D (C O U N T Y R D 1 3 3 , C O L L E C T O R ) CENTER DRIVE A B C D E F G H I KJ 1 2 3 4 BUILDING C: FLEX/OFFICE WAREHOUSE BUILDING 'C' SCOPE LIMIT 9'X19' PARKING SPACES (TYP.) MEP UNITS (TYP.) RE: MEP PLANS. 12 29 TRASH & RECYCLE 19' 9' 6.0' SIDEWALK 3.0' SIDEWALK 28' 28' 41.12' 87.07' 9.5' SIDEWALKHANDICAP RAMP DATE REVISION C-1.0 DRAWING NO. TITLE G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ P L O T \ B L D G C P E R M I T - C D \ 3 0 0 1 7 - C 1 0 - S I T E . D W G - A p r 2 2 , 2 0 2 4 - 2 : 4 2 p m NO R T H ASPHALT SITE PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 50 20025 MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING STORM INLET EXISTING STORM SEWERXSDXSD EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING ASPHALT PROPOSED LEGEND PROPERTY LINE EASEMENT SETBACK LOT LINE CENTERLINE STBK EXISTING WIRE FENCExx 30017JOB NO. DATE:04-22-2024 DESIGNED BY DRAWN BY CHECKED BY JPP WJB YTN GL E N W O O D B U S I N E S S C E N T E R : LO T 2 , B U I L D I N G C GA R F I E L D C O U N T Y , C O L O R A D O BU I L D I N G P E R M I T 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 BOUNDARY AND TOPOGRAPHIC SURVEY WAS PERFORMED BY SOPRIS ENGINEERING, LLC. THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). 2.THE PROPOSED CONTOUR INTERVAL IS ONE (1) FOOT. 3.REFER TO THE ARCHITECT'S PLANS FOR BUILDING INFORMATION. 4.REFER TO THE LANDSCAPE ARCHITECT'S PLANS REGARDING THE SITE LANDSCAPE IMPROVEMENTS. 5.ALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS SHALL BE ADHERED TO. 6.THE SPECIFIC BOULDER TYPE AND COLOR FOR THE SITE LANDSCAPE BOULDER WALLS SHALL BE REVIEWED AND APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. SITE NOTES: SNOW STORAGE 572 0 5 7 1 6 5 7 1 7 xxxxxxxxxxxxxxxxxxx x x x x x x STBK STBK STBK STBK STBK STBK STBK ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK ST B K ST B K ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''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 8' ' SA 8' ' SA 8' ' SA 8' ' SA PSD PSD PSD PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D 4' ' WL 4' ' WL 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD ST ST IR R IR R IR R IR R IR R IR R PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D PS D P S D PS D PS D P S D PS D PS D P S D PS D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL STBK STBK STB K STB K STB K STB K ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO ETC FO FO ETC 4 ' ' W L 4 ' ' W L GA S GA S GA S GAS >>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>> >>>>>>>> > > > > > > > > > > > > > > > S PSD 4' ' WL 4' ' WL TR A S H RE C Y . ETC >> XSD XSD XSD XSD XSD XSD XSD XSD XSD X S D X S D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XS D XS D XSD XSD XSD XSD X S D X S D X S D X S D X S D 5720 57 2 5 5717 5718 5719 5721 57 2 2 5723 57 2 4 573 0 5 7 2 7 5 7 2 8 572 9 573 1 573 2 5728 572 8 57 2 8 5725 57 2 8 57 2 8 57 2 5 5730 5731 1. 2 % 1. 0 % 1.0% 1.0% 1.0% 1.0% 2.1% 2. 0 % 2. 0 % 5. 6 % 2. 0 % 5. 2 % 5. 3 % 2. 0 % 5. 3 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 3. 5 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 3.9 % 0.0% 0.0% 0.0% 0.5% 0 . 7 % 2.0% 1.0% 2.0% 0.7% 1.3% 2 . 0 % 1.0% -3 . 0 : 1 -3 . 0 : 1 - 3 . 0 : 1 -3.0:1 5722 5727 57 2 3 5+00 6+00 7+00 8+00 8+48 EP: 8+48.15 PC: 5+00.23 PT: 4+57.01 PT: 5+70.13 3+ 0 0 4+ 0 0 4+ 7 6 EP: 4+76.32 0 + 0 0 1+ 0 0 2+00 3+00 4+00 4+ 8 9 BP: 0+00.00 EP: 4+89.35 PC: 1+22.31 PC: 0+24.70 PC: 4+45.08 PT: 1+61.58 PT: 0+42.17 PT: 4+84.35 4 . 0 % FF=5729.0'± 3. 2 % 5. 8 % 4.5 % 4.1% 3. 1 % 6.2% 7.4% 7.1% 4.1% 5.3% 10.7% 3.1% 2. 0 % 2. 0 % 2.0% 0. 6 % 2.0% 0. 0 % 2.0% 2.0% 2. 0 % 0.0%2. 0 % 2.0% 2.0% 2.0% 2. 0 % 5.0% 0. 0 % 14 . 4 % 19 . 1 % 14 . 2 % 8. 2 % 33 . 3 % 33 . 3 % 33 . 3 % 33.4 % 1.0% 1.0% 1.9% 1.0% 1.0% 1.0% 0.1% 2. 0 % 6.5%6.5% 2.0% ME: 20.0'± ME: 25.0'± FL: 29.30 FL: 30.50 FL: 28.30 EA: 27.64 EA: 27.95 FG: 27.92 EA: 27.59 EA: 27.95 FL: 27.20 FL: 27.78 FL: 27.20 FL: 27.78 FL: 27.20 FG: 28.30 FG: 27.30 EA: 30.53 FG: 31.50 FG: 31.50 EA: 27.39 TB: 27.82 TC: 27.32 TC: 28.98 TC: 28.98 TC: 28.94 TC: 28.94 TC: 28.98 TC: 28.98 TC: 28.88TC: 28.82 TC: 28.88 TC: 28.88 TC: 28.89 TC: 28.80 TC: 28.73 TC: 28.88 TC: 28.88 EA: 27.38 TC: 28.79TC: 28.79 EA: 28.22 EA: 28.22TC: 28.79 EA: 28.22 EA: 28.47 EA: 28.80 EA: 27.38 TC: 28.79 TC: 28.00 EA: 28.22 TC: 27.39 FL: 28.39 FL: 28.54 TC: 28.86 TC: 27.39 EA: 26.57EA: 28.67TC: 28.57 EA: 27.84 TC: 27.44 TC: 27.26 FL: 27.90 EA: 28.54 EA: 28.32 TB: 27.87 FL: 26.44 TB: 27.89 TB: 27.76 TB: 27.70 TB: 27.89 TB: 27.94 TC: 28.42 FL: 22.32 FL: 22.11 FL: 21.50 FL: 20.43 FL: 19.67 RIM: 19.39 FL: 20.02 EA: 27.89 FG: 27.72 EA: 27.09 EA: 27.00 FG: 28.35 HP: 28.15 HP: 28.15 FG: 28.00 LP: 27.57 LP: 27.57 FG: 28.19 EA: 28.18 EA: 27.53 FG: 27.75 LP: 27.54 FG: 27.76FG: 27.76 FG: 27.92 TC: 28.98 TC: 28.98 TC: 28.30TC: 28.30 TC: 28.80 TC: 28.80 TC: 28.34TC: 28.34 TC: 28.53 TC: 28.53 TC: 28.55 A B C D E F G H I KJ 1 2 3 4 EA: 27.95 EA: 27.93 EA: 27.93 EA: 27.40 EA: 26.57 EA: 28.10 5725 5730 5721 5722 5723 5724 5726 5727 5728 5728 5728 5729 5729 5729 5731 DOWNSPOUT (TYP.) 6X4" WYE (TYP.) VERTICAL SPILL CURB END VERTICAL CURB 18" WIDE RIBBON CURB 18.13' L.F. TRANSITION FROM SPILL TO CATCH CURB BUILDING C: STREET/VALLEY PAN & STORM PER BLDG A PLANS END VERTICAL CURB VERTICAL SPILL CURB VERTICAL SPILL CURB VALLEY PAN AND STORM IN BUILDING A SCOPE. 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 GRADING LEGEND: PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR EXISTING CONTOUR EXISTING CONTOUR INTERVAL PROPOSED SLOPE PROPOSED SPOT ELEVATION PROPOSED STORM SEWER PROPOSED STORM INLET 7900 7900 PSD PSD FL: 32.0 2.0% PROPOSED LEGEND PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT PROPOSED SETBACK PROPOSED LOT LINE PROPOSED CENTERLINE STBK DATE REVISION C-2.0 DRAWING NO. TITLE G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ P L O T \ B L D G C P E R M I T - C D \ 3 0 0 1 7 - C 2 0 - G R A D I N G . D W G - A p r 2 2 , 2 0 2 4 - 3 : 2 5 p m NO R T H BUILDING A GRADING PLAN MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R 30017.04JOB NO. DATE:04-22-2024 DESIGNED BY DRAWN BY CHECKED BY JPP WJB YTN 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 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 GL E N W O O D B U S I N E S S C E N T E R : LO T 2 , B U I L D I N G C GA R F I E L D C O U N T Y , C O L O R A D O BU I L D I N G P E R M I T xxxxxxxxxxxxxxxxxxxx x x xx STBK STBK STBK STBK STBK ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK ST B K ST B K ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 8' ' WL 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 6''SA 6''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 8' ' SA 8' ' SA 8' ' SA PSD PSD PS D PS D PS D PS D PS D PS D PS D PS D PS D 4' ' WL 4' ' WL 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD ST PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D P S D PS D PS D P S D PS D P S D PS D P S D PS D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8'' 6''SA STB K STB K ET C ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO ETCE FO FO ETC 4 ' ' W L 4 ' ' W L GA S GA S GA S GAS >>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>> >>>>>>>> > > WL 4' ' WL TR A S H RE C Y . ETC X S D X S D X S D 5+00 6+00 7+00 8+00 8+48 EP: 8+48.15 PC: 5+00.23 PT: 5+70.13 4+ 0 0 4+ 7 6 EP: 4+76.32 0 + 0 0 1+ 0 0 2+00 3+00 4+00 4+ 8 9 BP: 0+00.00 EP: 4+89.35 PC: 1+22.31 PC: 0+24.70 PC: 4+45.08 PT: 1+61.58 PT: 0+42.17 PT: 4+84.35 FF=5729.0'± A B C D E F G H I KJ 1 2 3 4 DOWNSPOUT (TYP.) 6X4" WYE (TYP.) VERTICAL SPILL CURB END VERTICAL CURB 18" WIDE RIBBON CURB 18.13' L.F. TRANSITION FROM SPILL TO CATCH CURB BUILDING C: STREET/VALLEY PAN & STORM PER BLDG A PLANS END VERTICAL CURB VERTICAL SPILL CURB VERTICAL SPILL CURB VALLEY PAN AND STORM IN BUILDING A SCOPE. AL-BLDG C-LOOP PROFILE 5722 5724 5726 5728 5730 5722 5724 5726 5728 5730 0+00 57 2 8 . 2 57 2 8 . 1 2 57 2 7 . 6 57 2 7 . 7 3 0+50 57 2 6 . 7 57 2 7 . 6 1 57 2 5 . 5 57 2 7 . 8 7 1+00 57 2 4 . 6 57 2 8 . 1 2 57 2 4 . 0 57 2 8 . 1 5 1+50 57 2 3 . 3 57 2 7 . 8 8 57 2 3 . 0 57 2 7 . 9 5 2+00 57 2 3 . 0 57 2 8 . 0 7 57 2 3 . 1 57 2 8 . 1 8 2+50 57 2 3 . 2 57 2 8 . 2 0 57 2 3 . 1 57 2 8 . 2 0 3+00 57 2 3 . 0 57 2 8 . 2 0 57 2 3 . 0 57 2 8 . 2 0 3+50 57 2 2 . 9 57 2 8 . 2 0 57 2 3 . 0 57 2 8 . 2 0 4+00 57 2 2 . 7 57 2 8 . 2 0 57 2 2 . 3 57 2 8 . 1 9 4+50 57 2 2 . 3 57 2 7 . 6 8 57 2 2 . 5 57 2 7 . 1 7 4+89 57 2 2 . 9 -2.00%0.46%1.02%-2.00% -2.05% -1.14%-1.08%0.46%0.00% GR A D E B R E A K S T A = 0 + 0 0 . 0 0 EL E V = 5 7 2 8 . 1 2 GR A D E B R E A K S T A = 0 + 1 2 . 5 0 EL E V = 5 7 2 7 . 8 7 GR A D E B R E A K S T A = 0 + 4 2 . 1 7 EL E V = 5 7 2 7 . 5 3 GR A D E B R E A K S T A = 1 + 1 4 . 2 5 EL E V = 5 7 2 8 . 2 7 GR A D E B R E A K S T A = 1 + 5 3 . 0 0 EL E V = 5 7 2 7 . 8 5 GR A D E B R E A K S T A = 1 + 6 1 . 5 8 EL E V = 5 7 2 7 . 8 9 GR A D E B R E A K S T A = 2 + 2 9 . 0 8 EL E V = 5 7 2 8 . 2 0 GR A D E B R E A K S T A = 4 + 2 4 . 5 7 EL E V = 5 7 2 8 . 2 0 GR A D E B R E A K S T A = 4 + 3 1 . 0 8 EL E V = 5 7 2 8 . 0 7 GR A D E B R E A K S T A = 4 + 8 9 . 0 0 EL E V = 5 7 2 7 . 0 0 EXISTING GRADE PROPOSED GRADE DATE REVISION C-2.1 DRAWING NO. TITLE G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ P L O T \ B L D G C P E R M I T - C D \ 3 0 0 1 7 - C 2 0 - G R A D I N G . D W G - A p r 2 2 , 2 0 2 4 - 3 : 2 5 p m ROAD PLAN/PROFILE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R 30017.04JOB NO. DATE:04-22-2024 DESIGNED BY DRAWN BY CHECKED BY JPP WJB YTN 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 NO R T H GL E N W O O D B U S I N E S S C E N T E R : LO T 2 , B U I L D I N G C GA R F I E L D C O U N T Y , C O L O R A D O BU I L D I N G P E R M I T HORIZ SCALE: 1"= 20' VERT SCALE: 1"= 5' STBK STBK STBK ST B K ST B K ST B K ST B K ST B K STBK STBK STBK STBK ST B K ST B K ST B K ST B K ST B K ST B K 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 6''SA 6''SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA 8' ' SA PSD PS D PS D PS D PS D PS D PS D PS D PS D 4' ' WL 4' ' WL 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD IR R IR R PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D PS D P S D PS D P S D PS D P S D P S D PS D P S D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL 6'' ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO ETCE FO FO ETC 4 ' ' W L 4 ' ' W L GAS >>>>>>>>>>>> > > > WL TR A S H RE C Y . ETC > > > > > > > > > >>> XE L XE L XE L XE L XE L XE L XE L XE L XE L 0+5 0 1+0 0 1+50 1+71 21' of 12" @ 1.03% 85' of 12" @ 5.72% 0+ 0 0 0+ 5 0 1+ 0 0 15 7 ' o f 1 2 " @ 1 . 9 9 % 0+ 0 0 0+ 5 0 1 + 0 0 1 + 5 0 6 1 ' o f 8 " @ 2 . 0 0 % 83 ' o f 8 " @ 1 . 9 4 % 14 ' o f 8 " @ 3 . 5 5 % 0+00 0+50 1+001+13 0+00 0+50 1+001+29 0 + 0 0 0 + 5 0 1 + 0 0 1+50 2+00 2+50 3+00 3+50 4+00 4+47 0+00 0+50 1+00 1+50 1+63 0+00 0+50 1+00 1+50 1+82 59' of 12" @ 0.50% 44' of 12" @ 0.50% 3' of 12" @ 0.50% 22' of 12" @ 0.50% 45' of 8" @ 0.50% 44 ' o f 6 " @ 1 . 3 8 % 114' of 8" @ 0.50% 113' of 8" @ 0.50%78' of 8" @ 0.50% A4: 18" BASIN STA:1+12.65 RIM:5728.63' 12" I-I(NE):5719.65' 8" I-I(N):5721.57' 12" I-O(SW):5719.65' SUMP:5719.15' E2: 18" BASIN STA:1+60.74 RIM:5728.32' 8" I-I(N):5724.81' 8" I-O(S):5724.81' SUMP:5724.31' E1: 12" BASIN STA:0+98.35 RIM:5728.62' 8" I-I(N):5723.58' 6" I-I(W):5723.78' 8" I-O(S):5723.58' SUMP:5723.08' E1: 8X6 WYE STA:0+14.85 8" INV:5722.07' I4-4FT WQ BASIN STA:1+07.72 RIM:5727.67' 12" I-I (N):5723.39' 12" I-O (S):5723.39' SUMP:5716.31' I2-12x6 TEE STA:0+59.01 12" INV:5723.15' I6-PAN INLET STA:2+14.39 RIM:5727.20' 8" I-I (E):5724.25' 8" I-O (SW):5724.25' SUMP:5723.75' I7-CURB INLET STA:3+29.91 RIM:5727.24' 8" I-I (E):5724.82' 8" I-O (W):5724.81' SUMP:5724.31' I8-PAN INLET STA:4+46.91 RIM:5727.58' 8" I-O (W):5725.39' SUMP:5724.89' I5-INLET STA:1+33.19 RIM:5727.17' 8" I-I (NE):5723.85' 12" I-O (S):5723.51' SUMP:5723.01' I3-12X6 TEE STA:1+03.05 12" INV:5723.37' I1-12" FES STA:0+00.00 RIM:5724.01' 12" I-I(N):5722.85' J2: CO STA:1+62.75 RIM:5728.87' 6" I-O(W):5725.50' K3: CO STA:1+82.16 RIM:5728.92' 6" I-O(W):5725.50' G1: CO STA:1+29.25 RIM:5728.92' 6" I-O(E):5725.50' ST-G1 128' of 6" @ 1.34% ST-K2 132' of 6" @ 0.94% ST-J1 143' of 6" @ 1.00% 3' of 6" @ 2.31% ST-F1 113' of 6" @ 2.59% F1: CO STA:1+13.00 RIM:5728.87' 6" I-O(E):5725.50' K2: 8" BASIN STA:0+49.50 RIM:5728.12' 6" I-I(E):5724.26' 6" I-O(SW):5724.26' SUMP:5724.26' K1-45 BEND STA:0+04.68 6" INV:5723.64' J1: 11 BEND STA:0+19.90 6" INV:5724.07' J0-6X6Y STA:0+17.13 6" INV:5724.01' J1-1: 8" BASIN STA:0+17.14 RIM:5728.20' 6" I-O(S):5724.50' SUMP:5724.50' 6' of 6" @ 1.71% 17' of 6" RCP @ 2.31% STORM-F1 PROFILE 5710 5720 5730 5710 5720 5730 0+00 57 2 3 . 2 57 2 8 . 4 8 57 2 3 . 3 57 2 8 . 8 7 0+50 57 2 3 . 4 57 2 8 . 8 7 57 2 3 . 4 57 2 8 . 8 7 1+00 57 2 3 . 2 57 2 8 . 8 7 1+13 57 2 3 . 0 57 2 8 . 8 7 113' of 6" @ 2.59% E1: 8X6 WYE STA:0+14.85 8" INV:5722.07' EXISTING SURFACE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 20' PROPOSED SURFACE PROPOSED SURFACE EXISTING SURFACE INVERT 57 1 6 . 8 0 57 1 7 . 3 6 57 1 7 . 9 3 57 1 8 . 4 9 57 1 9 . 0 6 57 1 9 . 3 5 F1: CO STA:1+13.00 RIM:5728.87' 6" I-O(E):5725.50' STORM LINE G PROFILE 5710 5720 5730 5710 5720 5730 0+00 57 2 6 . 0 57 2 8 . 6 2 57 2 6 . 1 57 2 8 . 9 2 0+50 57 2 5 . 9 57 2 8 . 9 2 57 2 5 . 8 57 2 8 . 9 2 1+00 57 2 5 . 9 57 2 8 . 9 2 57 2 6 . 1 57 2 8 . 9 2 1+29 57 2 6 . 1 57 2 8 . 9 2 E1: 12" BASIN STA:0+98.35 RIM:5728.62' 8" I-I(N):5723.58' 6" I-I(W):5723.78' 8" I-O(S):5723.58' SUMP:5723.08' 129' of 6" @ 1.34% EXISTING SURFACE PROPOSED SURFACE EXISTING SURFACE INVERT HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 20' PROPOSED SURFACE 57 1 7 . 9 1 57 1 8 . 8 9 57 1 9 . 3 9 57 1 9 . 8 8 57 2 0 . 3 7 57 2 0 . 8 7 57 2 0 . 9 5 G1: CO STA:1+29.25 RIM:5728.92' 6" I-O(E):5725.50' STORM LINE K PROFILE 5710 5720 5730 5710 5720 5730 0+00 57 2 5 . 6 57 2 7 . 7 3 57 2 6 . 6 57 2 7 . 7 7 0+50 57 2 7 . 2 57 2 8 . 1 5 57 2 7 . 0 57 2 8 . 9 2 1+00 57 2 7 . 0 57 2 8 . 9 2 57 2 7 . 0 57 2 8 . 9 2 1+50 57 2 6 . 8 57 2 8 . 8 3 57 2 6 . 4 57 2 8 . 9 2 1+82 57 2 6 . 3 57 2 8 . 9 2 PROPOSED SURFACE EXISTING SURFACE PROPOSED SURFACE EXISTING SURFACE INVERT HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 20' I3-12X6 TEE STA:1+03.05 12" INV:5723.37' 5' of 6" @ 0.50% 45' of 6" @ 1.38%K1-45 BEND STA:0+04.68 6" INV:5723.64' K2: 8" BASIN STA:0+49.50 RIM:5728.12' 6" I-I(E):5724.26' 6" I-O(SW):5724.26' SUMP:5724.26' 133' of 6" @ 0.94% 57 2 3 . 3 7 57 2 3 . 7 4 57 2 3 . 8 7 57 2 3 . 9 9 57 2 4 . 1 1 57 2 4 . 2 2 57 2 4 . 3 4 57 2 4 . 4 6 57 2 4 . 4 9 K3: CO STA:1+82.16 RIM:5728.92' 6" I-O(W):5725.50' STORM LINE J PROFILE 5710 5720 5730 5710 5720 5730 0+00 57 2 4 . 2 57 2 8 . 2 4 57 2 3 . 9 57 2 8 . 8 7 0+50 57 2 3 . 9 57 2 8 . 8 7 57 2 3 . 7 57 2 8 . 8 7 1+00 57 2 3 . 9 57 2 8 . 8 7 57 2 3 . 8 57 2 8 . 8 7 1+50 57 2 3 . 4 57 2 8 . 8 7 1+63 57 2 3 . 2 57 2 8 . 8 7 PROPOSED SURFACE EXISTING SURFACE PROPOSED SURFACE EXISTING SURFACE INVERT HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 20' I2-12x6 TEE STA:0+59.01 12" INV:5723.15' J1: 11 BEND STA:0+19.90 6" INV:5724.07' 143' of 6" @ 1.00% 3' of 6" @ 2.31% 57 2 3 . 2 3 57 2 3 . 5 3 57 2 3 . 6 4 57 2 3 . 7 5 57 2 3 . 8 5 57 2 3 . 9 6 57 2 4 . 0 7 57 2 4 . 1 2 J2: CO STA:1+62.75 RIM:5728.87' 6" I-O(W):5725.50' J0-6X6Y STA:0+17.13 6" INV:5724.01' 17' of 6" @ 2.31% NO R T H 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R DATE REVISION C-2.2 DRAWING NO. TITLE G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ D E \ 3 0 0 1 7 - U T - P R O F I L E - S T O R M . D W G - A p r 2 2 , 2 0 2 4 - 1 : 5 4 p m STORM 'F', 'G', 'J' & 'K' PLAN / PROFILE 30017JOB NO. DATE:04-22-2024 DESIGNED BY DRAWN BY CHECKED BY JPP WJB YTN GL E N W O O D B U S I N E S S C E N T E R : LO T 2 , B U I L D I N G C GA R F I E L D C O U N T Y , C O L O R A D O BU I L D I N G P E R M I T 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 STORM 'A' & 'E' INCLUDED IN BUILDING A PERMIT PLANS. STORM 'I' INCLUDED IN BUILDING A PERMIT PLANS. xxxxxxxxxxxxxxxxxxx x x 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 6''SA 6''SA 6''SA 6''SA PS D PS D PS D PS D PS D PSD PSD PSD PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D 4' ' WL 4' ' WL 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD ST ST IR R IR R IR R IR R IR R IR R IR R PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D P S D P S D P S D P S D P S D P S D P S D P S D PS D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL 6''SA ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ETCE FO FO ETC 4 ' ' W L 4 ' ' W L GA S GA S GA S GAS >>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>> >>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > S PSD PSD 4' ' WL 4' ' WL TR A S H RE C Y . ETC > > > > > > > > > XUT XUT XUT XUT XE L XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XGA S XGA 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 XGASXEL XEL XEL XEL X E L XEL XEL XEL XEL XEL XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT >>>>> XEL XEL XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XFO XE L XE L XE L XE L XE L XE L XE L XE L XE L XE L XE L XE L XE L XE L XEL XEL XEL XEL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XS D X S D X S D XWL XI R R CH A P P A R A L D R I V E ELECTRIC TRANSFORMER FOR BUILDING C SEWER SERVICE FOR BUILDING C WATER SERVICE FOR BUILDING C WATER SERVICE INTO WATER RISER ROOM. RE: MEP PLANS. MEP CONDENSERS. RE: MEP PLANS. ALL UTILITY LINE WORK SHOWN AND CONSTRUCTED WITH BUILDING 'A' PERMIT PLANS. COORDINATE FINAL SERVICE EXTENSION TO BUILDING. GAS METER ELECTRIC METER xxxxxxxxxxxxxxxxxxx x x xx x x 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8' ' WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 8''WL 6''SA 6''SA 6''SA 6''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 8' ' SA 8' ' SA 8' ' SA 8' ' SA SA 8' ' SA 8' ' SA PS D PS D PS D PS D PS D PSD PSD PSD PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D PS D 4' ' WL 4' ' WL 4' ' WL 4' ' WL PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD ST ST IR R IR R IR R IR R IR R IR R IR R PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD P S D P S D P S D P S D P S D P S D PS D P S D PS D P S D PS D PS D PS D PS D PS D PS D PS D PS D 8''WL 6''SA ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C ET C GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ETCE FO FO ETC 4 ' ' W L 4 ' ' W L GA S GA S GA S GAS >>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>>> >>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > S PSD PSD 4' ' WL 4' ' WL TR A S H RE C Y . 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RE: MEP PLANS. MEP CONDENSERS. RE: MEP PLANS. ALL UTILITY LINE WORK SHOWN AND CONSTRUCTED WITH BUILDING 'A' PERMIT PLANS. COORDINATE FINAL SERVICE EXTENSION TO BUILDING. GAS METER ELECTRIC METER SEWER SERVICE TO BLD C PROFILE 5710 5720 5730 5710 5720 5730 0+00 57 2 4 . 3 57 2 7 . 1 3 57 2 4 . 9 57 2 7 . 4 8 0+50 57 2 4 . 7 57 2 9 . 0 0 57 1 7 . 4 3 57 1 7 . 7 9 57 1 8 . 1 6 EXISTING SURFACE EXISTING SURFACE PROPOSED SURFACE PROPOSED SURFACE INVERT OF PIPE LINE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 20' DATE REVISION C-3.0 DRAWING NO. TITLE G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ P L O T \ B L D G C P E R M I T - C D \ 3 0 0 1 7 - C 3 0 - U T I L . D W G - A p r 2 2 , 2 0 2 4 - 3 : 1 6 p m NO R T H UTILITY PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY-WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING STORM INLET EXISTING STORM SEWERXSDXSD EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING 8" SANITARY SEWER MAIN EXISTING GAS EXISTING TELEPHONE XGAS XGAS XGAS EXISTING UNDERGROUND ELECTRIC EXISTING CABLE EXISTING FIBER OPTIC XUT XUT XUT XEL XEL XEL XTV XTV XTV XFO XFO XFO EXISTING OVERHEAD ELECTRICOELOEL EXISTING IRRIGATION PIPEXIRRXIRR EXISTING SWALE OR DITCH>>>> XSA XSA EXISTING 8" WATER MAINXWLXWL PROPOSED LEGEND PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT PROPOSED SETBACK PROPOSED LOT LINE PROPOSED CENTERLINE EXISTING WIRE FENCExx 30017JOB NO. DATE:04-22-2024 DESIGNED BY DRAWN BY CHECKED BY JPP WJB YTN 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 BUILDING LOCATION, USES, AND SITE LAYOUT OF LOT 3 ARE CONCEPTUAL PENDING FUTURE DEVELOPMENT OF LOT 3. SEE APPLICATION NARRATIVE FOR ADDITIONAL DETAILS. 2.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 3.SHALLOW UTILITY LINEWORK MUST BE COORDINATED WITH THE UTILITY PROVIDER. THE UTILITY PROVIDER IS TO PERFORM ALL UTILITY LINEWORK NECESSARY. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING AND BACKFILL NECESSARY FOR LINEWORK. 4.THE SITE SANITARY SEWER SHALL BE CONSTRUCTED ACCORDING TO THE WEST GLENWOOD SPRINGS SANITATION DISTRICT. EXISTING SANITARY SEWER SERVICES SHALL BE ABANDONED AT THE MAIN ACCORDING TO THE DISTRICT STANDARDS USING A WATER-TIGHT PLUG. 5.THE SITE WATER MAIN SHALL BE CONSTRUCTED ACCORDING TO THE CITY OF GLENWOOD SPRINGS STANDARD DETAILS AND SPECIFICATIONS. 6.THE SITE WILL MAINTAIN THE EXISTING PRESSURIZED IRRIGATION SYSTEM THAT CURRENTLY SERVES LOT 1. THE IRRIGATION SYSTEM IMPROVEMENTS WILL BE DETAILED FOR MAJOR SITE PLAN. 7.REFER TO PRELIMINARY PLAT FOR PROPOSED UTILITY EASEMENTS. UTILITY NOTES: PROPOSED SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED ELECTRIC TRANSFORMER PROPOSED STORM INLET PROPOSED 8" WATER MAIN8''WL 8''WL PROPOSED 8" SANITARY SEWER MAIN PROPOSED ELECTRICUELUEL PROPOSED GASGASGAS PROPOSED STORM SEWERPSDPSD 8''SA 8''SA E PROPOSED WATER SERVICE PROPOSED SANITARY SERVICEsasvcsasvc WL SVC GL E N W O O D B U S I N E S S C E N T E R : LO T 2 , B U I L D I N G C GA R F I E L D C O U N T Y , C O L O R A D O BU I L D I N G P E R M I T DATE REVISION C-4.0 DRAWING NO. TITLE G: \ 2 0 2 0 \ 3 0 0 1 7 \ C I V I L \ C I V I L D W G S \ P L O T \ B L D G C P E R M I T - C D \ 3 0 0 1 7 - C 4 0 - D E T A I L S . D W G - A p r 2 2 , 2 0 2 4 - 3 : 2 0 p m SITE DETAILS 30017JOB NO. DATE:04-22-2024 DESIGNED BY DRAWN BY CHECKED BY JPP WJB YTN 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 3' 1.5' 6" 8" MIN. CLASS 6 ABC 4" CONCRETE (6" AT DRIVES) 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. 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 TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND RE-COMPACT TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 2.ASPHALT DESIGN MIX SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 3.4" ASPHALT DEPTH W/ 2" BASE LAYER AND 2" TOP LAYER. 4.SUBGRADE FILL SHALL CONSIST OF SCREENED ONSITE MATERIAL (OR APPROVED EQUAL), MOISTURE TREATED, COMPACTED, AND INSTALLED IN LIFTS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONSTRUCTION SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER. 5.THE EXISTING SUBGRADE & 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 COMPACTED TO 95% STANDARD PROCTOR 12" BEDDING OF CLASS 6 AGGREGATE BASE COURSE OR SUITABLE ONSITE MATERIAL SCALE: N.T.S. TRENCH CROSS-SECTION FOR PVC OR HDPE LINES C4.0 4 SCALE: N.T.S. 3' VALLEY PAN C4.0 1 C4.0 8 9" 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. 4.THE PUBLIC PEDESTRIAN AREAS HAVE BEEN DESIGNED PER THE AMERICAN'S WITH DISABILITIES ACT (ADA) STANDARDS. THE ADA CORRIDORS HAVE BEEN DESIGNED WITH A MAXIMUM CROSS SLOPE OF 2%. THE CONTINUOUS LONGITUDINAL SLOPES ARE ALL LESS THAN THE MAXIMUM 5% (1:20) SLOPE. HANDICAP PEDESTRIAN AREAS SHALL BE CONSTRUCTED TO MEET ALL ADA STANDARDS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO; ACCESS WIDTHS, CROSS SLOPE, LONGITUDINAL SLOPE, CHANGE IN LEVEL, SLOT OPENINGS, SURFACE TEXTURE, AND SCORE JOINT WIDTHS. 1.5" 12" 6" 6" 4.5" 1'-6" 6"1.5" 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. SCALE: N.T.S. STANDARD VERTICAL CATCH CURB C4.0 5 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 4000 PSI CONCRETE WITH FIBER MESH 8.33% SCALE: N.T.S. CONCRETE JOINTS C4.0 9 1.SANITARY SEWER UTILITY IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE LATEST COPY OF THE WEST GLENWOOD SANITATION DISTRICT RULES AND REGULATIONS AND DETAILS. WEST GLENWOOD SANITATION DISTRICT UTILITY DETAILS: 1.5" 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 4000 PSI CONCRETE W/FIBER MESH CONTROL JOINT EXPANSION JOINT GROOVED JOINT REFER TO PLANS FOR LOCATIONS. CONCRETE 1" 1/4" 1" WIDE EXPANSION JOINT CONCRETE 1.5" 12" 6" 6" 4.5" 1'-0" 6"1.0" 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. SCALE: N.T.S. STANDARD VERTICAL SPILL CURB C4.0 6 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 4000 PSI CONCRETE WITH FIBER MESH 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. CLASS 6 ABC COMPACTED TO 95% OF MAX STANDARD PROCTOR DENSITY WITHIN 2% OF OPTIMUM MOISTURE CLASS 6 ABC COMPACTED TO 95% OF MAX STANDARD PROCTOR DENSITY WITHIN 2% OF OPTIMUM MOISTURE PREPPED SUBGRADE PREPPED SUBGRADE GL E N W O O D B U S I N E S S C E N T E R : LO T 2 , B U I L D I N G C GA R F I E L D C O U N T Y , C O L O R A D O BU I L D I N G P E R M I T 1.WATER AND ELECTRIC UTILITY IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE LATEST COPY OF THE CITY OF GLENWOOD SPRINGS RULES AND REGULATIONS AND CONSTRUCTION DETAILS. WHERE THE PLANS AND CITY OF GLENDWOOD REGULATIONS DIFFER THE CONTRACTOR SHALL HOLD TO THE MORE STRINGENT CRITERIA. CONTRACTOR SHALL COMPLY WITH ALL COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS AND ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. CITY OF GLENWOOD SPRINGS UTILITY DETAILS: 6" CONCRETE PREPPED SUBGRADE 8" MIN. CLASS 6 ABC 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. SCALE: N.T.S. STANDARD RIBBON CURB C4.0 7 1.5' SCALE: N.T.S. ON-SITE COMMON UTILITY TRENCH C4.0 11 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. 36" MIN COVER 3.00' 12" MIN 6" MIN 6" MIN 4" MIN 12" MIN (2) X 6" PVC: GW ELECTRIC (COORDINATE WITH UTILITY) 48" MIN COVER (2) X 4" PVC CABLE/TELEPHONE (2) X 2" PVC OR POLY FIBER (COORDINATE / CONFIRM W/ UTILITY COMPANY) REV E7001-110-191DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 04-03-06DATE EBCDRAWN BY 03-14-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST DRAIN BASIN: 2818AG _ _ X THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ® ©2013 NYLOPLAST SCALE: N.T.S.C4.1 1 NYLOPLAST INLET DETAIL P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. M0.1 “ ” “” 1 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. M0.2 2 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. M1.1 3 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. M1.2 4 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. M2.1 5 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. P0.1 ” 1 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. P0.2 2 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. P1.1 3 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. P2.1 4 P.O. Box 1479Statesboro, GA 30458 912.259.9779clementseng.com Kaufman SHEET TITLE SHEET NUMBER ARCHITECTURE Design Group OF 5 SHEETS ISSUE DATE sally@kdginc.co (316) 618-0448 WICHITA,KS 67207 SUITE 405 9415 E. HARRY ST. P3.1 5 4-20-2024 5. GRADE BEAM FOR FIXED BASE 6. SLAB/ CONTROL JOINT DETAIL 3. INTERIOR BEAM DETAIL 2. EXTERIOR GRADE BEAM 10. ANCHOR BOLTS RE PLAN RE: SCHEDULE 95% COMPACTION 3" CLEAR 1. TYP. FOOTING RE: SCHEDULE RE AB PLAN ANCHOR BOLTS M A T E R I A L P R O P E R T I E S FOOTING SCHEDULE 6 MIL VAPOR BARRIER 1'-4" 6 #5 CONT. 3T & 3B # 3 STIRRUPS @ 24" o. c. UNO COMPACTED SUBGRADE #4@15" O.C., EACH WAY 5 1 2" M I N #3 - 18"x18" L 24" O.C 4. INTERIOR FOOTING 8. BAR PLACING DETAILS @ CORNER 9. BAR PLACING DETAILS @ INTERSECTION RE: PLAN 2' - 0 " 3" CLEAR 95% COMPACTION RE: SCHEDULE STEEL COLUMN ANCHOR BOLTS 95% COMPACTION 3' - 0 " f r o s t d e p t h b e l o w n a t u r a l g r o u n d to b e v e r i f i e d b y l o c a l b l d g d e p t . 3' - 0 " f r o s t d e p t h b e l o w n a t u r a l g r o u n d to b e v e r i f i e d b y l o c a l b l d g d e p t . 3' - 0 " f r o s t d e p t h b e l o w n a t u r a l g r o u n d to b e v e r i f i e d b y l o c a l b l d g d e p t . #4@15" O.C., EACH WAY 5 1 2" M I N #4@15" O.C., EACH WAY 5 1 2" M I N 5 1 2" M I N 3" 112" 3" 112" 3" 112" 2"SEE PLANS FOR REINFORCEMENT REQ'D #5 BAR x 8" @ 12" O.C. 512" 6" 6" 4" 4" CONTINUOUS #6 BAR @ TOP OF CURB COMPACTED SUBGRADE 95% COMPACTION 6 MIL POLYETHYLENE VAPOR BARRIER 11. CURB @ RISER ROOM NOTE: DRAWINGS MAY NOT BE TO SCALE 10 " COLD JOINT 1 1 AO REVISED 05-03-2024 4-20-2024 4-20-2024 4-20-2024 4-20-2024 4-20-2024 4-20-2024 4-20-2024