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HomeMy WebLinkAboutCA 103 Utility Plan 4-22-2024X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X X X X X X FM F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W 30 6 319 3 1 9 320 3 1 5 ST New 4 " F o r c e m a i n ST ST ST DO M E S T I C S E R V I C E ( 6 " ) S S 8 " R D RD HYD ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W 31 5 315 318 Undergr o u n d S t o r m w a t e r Chambe r s 6" U D 323 CB CA15 Rim 318.20 inv. in 314.20 inv. out 314.10 VP CB CA13 Rim 315.9 inv. in 311.90 (12"W,S) inv. out 311.80 CB CA9 Rim 312.60 Inv. in 309.70 inv. out 309.60 CB CA7 Rim 312.90 Inv. in 308.45 Inv. out 308.35 CB CA17 Rim 322.10 Inv. out 318.40 15 " A D S 18" A D S 15" A D S co 8" R D 18" AD S 18" ADS 32 0 CB CA12 rim 313.4 inv. in 310.8 inv. out 310.9 CB CA14 No Sump Rim 325.20 Inv. in 320.65 (12"NE) Inv. out 318.50 (12" N) B BB B B B B 32 5 320 324 321 32 4 32 5 326 320 18" A D S 3 2 5 32 3 32 0 32 4 32 5 320 31 6 31 7 319 31 8 32 1 313 324 322 330 329 328 332 Ne w 1 5 " P V C s t o r m S S S S8" P V C S D R 3 5 8" P V C S D R 3 5 4" P V C S D R 3 5 SMh G3 rim 325.9 inv. in 317.25 inv. out 317.15 SMh G4 rim 324.0 inv. in 316.50 inv. out 316.40 31 0 31 5 318 3 1 0 31 7 co New Pump Station, Valve Pit and Emergency Storage Core & boot new penetration just above ex. shelf. Elev. 331.80± SMh G7 Rim 316.75 Inv. in 311.30 inv. out 311.20 SMh G6 Rim 319.20 Inv. in 314.10 Inv. out 314.00 8" PVC S D R 3 5 8" P V C S D R 3 5 6" P V C 8" PVC SDR35 12" ADS 15" A D S CB CA8 Rim 312.65 Inv. in 308.95 Inv. out 308.85 S S S inv. out 312.50 6" P V C co S S W W W 321 W W W W W W W W W Ne w 8 " C 9 0 0 P V C W a t e r l i n e 12 " A D S CB CA18 Rim 322.10 Inv. out 318.60 15" A D S Ne w 4 " F o r c e m a i n SMh G2 Rim 323.10 Inv. in 319.10 inv. out 319.00 8" P V C S D R 3 5 HYD HYD 31 4 316 317 318 325 321 325 322 323 324 310 32 2 12 " A D S CB CA6 Rim 312.45 Inv in 308.90 Inv. out 308.60 323 6" P V C Grit/Oil Separator Manhole G1 Rim 323.9 Inv. in 320.05 inv. out 319.80 SMh G5 Rim 322.0 Inv. in 315.80 Inv. out 315.70 12" A D S 10" 8" PVC S D R 3 5 PS (2) New 4000 gal. emergency storage tanks 330 329 327 333 334 335 335 334 333 332 331 332 333 334 12" A D S 12" A D S 12 " A D S 334 33 2 330 3 2 8 3 2 6 3 2 4 32 1 32 2 32 1 328 327 32 6 331 333 334 7 SP A C E S 8 SP A C E S 8 SP A C E S 7 SP A C E S 12 S P A C E S 4 SP A C E S 12 " A D S 15 " P V C s t o r m 12 " A D S 12 " A D S 321 322 323 324 325 319 321 323 Reset electrical panel and meter to new finish grade New 4 " F o r c e m a i n 3 3 0 TRA N S 32 6 32 5 New sewer service cleanout. Inv. 310.00. See Plumbing plans for design within 5 feet of the building New sewer service. Drop pipe to invert 315.00. See Plumbing plans for design within 5 feet of the building 335 S SMh G8 Rim 313.3 Inv. in 308.45 inv. out 308.35 New 8"x6" wye connection. Extend service to cap as shown. (typical all) 318 319 317 320 321 322323 324 325 ST ST New 8"x6" tee with valves FIR E S E R V I C E ( 8 " ) 15" A D S 6" New 4" Forcemain New 4" Forcemain 6" P V C 18" A D S MT C VAN VAN UG P UG P UGP UGP UGP UGP COMM COM M COM M COM M COM M COM M COM M COM M COM M UGP UG P UG P UG P UG P UG P U G P New Electrical Terminating Cabinet New Transformer CB CA16 Rim 321.00 inv. in 317.5 inv. out 317.40 ST ST 8" A D S STMH CA1 Rim 325.30 inv. in 321.5 (s) inv. out 319.20 (ne) CB CA11 Rim 313.10 inv. in 310.10 (8") inv. out 310.00 (12") (24) New ADS StormTech SC-740 Underground Stormwater Chambers Bottom Chamber 319.0 Bottom Stone 318.5 See details. Collect roof leader. Inv. 322.0. See Plumbing Plans for roof leader pipe size and type 12" ADS pipe manifold lay pipes level at 319.1± CB CA10 Rim 313.9 Inv. in 310.25 Inv. out 310.15 ST B B B B B EV EV EV EV EV EV EV EV 12" A D S 12 " A D S 313 314 315 EV EV EV CB CA4 Rim 312.00 Inv. in 307.95 Inv. out 307.85 CB CA5 Rim 312.70 Inv. in 308.25 Inv. out 308.15 CB CA3 Rim 313.7 Inv. out 309.3 CB CA2 Rim 313.80 Inv. in 308.30 Inv. out 308.20 CB CA1 Rim 315.30 Inv. in 307.60 Inv. out 307.50 ST ST ST ST ST EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV 314 313 313 31 4 325 325 New hydrant assembly. See Detail Install new 8"x6" concentric reducer, one full pipe length from valve. Connect new sewer service to existing stub Connect new sewer service to existing stub Connect new sewer service to existing stub New hydrant assembly. See Detail Remove plug and extend new 8" C900 PVC waterline from existing valve Remove plug and extend new 8" C900 PVC waterline from existing valve ST New 8 " C 9 0 0 P V C W a t e r Ne w 8 " C 9 0 0 P V C W a t e r l i n e Remove plug and extend new 8" C900 PVC waterline to building W W 15 " A D S 12" A D S 12" ADS 12" A D S 12 " A D S 12 " A D S 6" F D 6" R D 325 32 2 32 1 319 31 6 314 12" ADS inv. out 320.75 CO M M COMM COM M CO M M COM M COM M CO M M CO M M C O M M CO M M CO M M COMM COM M COM M CO M M New Communication line New Communications pedestal New Communications pedestal B1 A1 A1 A2 A2 B1 B1 B1 B1 B1 B1 B1 A2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A2 A2 A1 B1B1 B1 B1 B1B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 R R R R R R R R SB SB SB SB SB SB SB SB SB A1 A1 B1 B1 B1 New 8"x4" sewer wye. Inv 320.00 12" A D S 12" AD S 12" ADS 332 333 332 6" 12" ADS 31 3 313 3 1 3 313 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST Collect roof leader. Inv. 322.0. See Plumbing Plans for roof leader pipe size and type ST Collect roof leader. Inv. 309.50. See Plumbing Plans for roof leader pipe size and type 6 " F D Collect footing drain. See Structural Plans Collect footing drain. See Structural Plans Connect new 6" FD to catch basin Install new 8"x6" concentric reducer, one full pipe length from valve. W Ne w 6 " C 9 0 0 PV C W a t e r CB G11 Rim 316.20 Inv. in 306.75 Inv. out 306.65 CB G10 Rim 318.00 inv. in 314.10 (6"FD) inv. in 313.10 (18") inv. out 313.00 (18") STMh G3 rim 319.50 inv. in 315.10 (G9, G7) inv. out 315.00 CB G7 rim 320.10 inv. in 315.70 inv. out 315.60 CB G5 rim 326.40 inv. in 322.30 inv. out 322.20 ES inv. 305.0 New STMH G1 rim 334.2 inv. 330.0 ± (15") (Confirm with pre-construction excavation) inv out 329.9 (15") Replace existing 15" cmp with new 15" PVC SDR 35 in same location CB G6 rim 325.7 inv. in 320.50 inv. out 320.40 Stormwater Grit/Oil Separator Manhole G2 Rim 322.5 Inv. in 318.75 Inv. out 318.50 CB G13 rim 330.2 inv. in 324.4 inv. out 324.3 CB G14 rim 330.3 inv. out 325.30 CB G12 rim 320.2 inv. in 316.1 (2-12") inv. out 316.0 CB G4 rim 326.5 inv. out 322.5 CB G3 rim 331.1 inv. in 326.1 inv. out 326.0 CB G2 rim 331.40 inv. in 326.6 inv. out 326.5 CB G1 rim 332.0 inv. out 327.00 CB G9 rim 319.4 inv. in 315.4 inv. out 315.3 Connect existing 12" storm pipe to new system New 12"x8" wye to connect existing 8" storm pipe. CB G8 Rim 321.1 Inv. in 316.10 (6") Inv. in 316.10 (8') Inv. out 316.0 (12") New 10" roof drain connection. Extend plumbing pipe into manhole Inv. 319.00. See Plumbing Plans for design within 5 feet of the building 6" foundation drain connection. Inv. 318.00. See structural plans for foundation drain design. Use Drop if need at face of building CB G15 rim 331.00 inv. in 327.2 inv. out 327.1 CB G16 rim 331.0 inv. out 327.5 New hydrant S ST G W FM RD CA103 UTILITY PLAN 1 0 DOUBLE TREE HOTEL 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT 2228.1 tME 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER &ATAMOUNT :OODS HOUSING SH-Site.dwg ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2020 Freeman French Freeman Inc. 01524 PERMIT SET -15-2024 :ATER :: APPLI&ATION SET4-22-2024