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Home My WebLink AboutSD-20-02 - Supplemental - 0010 Mansfield View Lane (16)W G WWW W W W WWWFMFMFMS S ST ETC S S S S SWSSS STUD UD STSTSTUDUDST STST STSGGGUE UEUEUEUEUEUEUE UE UE UE ST UDUDUDS ST EXISTING SMH RIM=389.0 INV. IN =379.6 (6"E) INV. IN =379.6 (6" S) INV. OUT =379.6 (6" NE) SHELF=380.1 EX. ELECTRICAL / CONTROL PANEL EX. SIMPLEX PUMP STATION (8'Ø CIRCULAR TANK) RIM=384.8± INV. IN 8" (WEST)=377.5 INV. IN 6" (SOUTH)=377.0 INV. OUT (FM)=379.0 EX. WYE STUB INV. 8"=379.90 INV. 6"=380.55 EX. 6" CAP INV.=383.1 6 x 6 TEE & (2) 6" GATE VALVES (SECURE VALVES TO TEE) 8 x 6 REDUCER 8 x 6 TEE NEW HYDRANT 8" x 8" TEE AND 8" GATE VALVE NEW SMH#2 RIM= 184.3 INV. IN=374.1 (8" PVC) INV. OUT =374.0 (8" PVC)SUE UE UE UE UE UE UE UEUEUE UE UEOEOEOEOEOEOE EEEE ES S ST STSTSTSS ST ST NEW SMH#1 RIM=387.9 INV. IN=377.7 (6" PVC) INV. OUT =377.6 (8" PVC) SS EX. SMH RIM=375.0 INV. IN=1370.4 INV. OUT=370.3 INV. = 371.8WWWWWWW S S S S SSSSSWWWMAINTAIN VERTICAL SEPARATION TTTTTT(3) 4" CONDUIT S EX. SMH RIM=367.8 EX. WYE STUB INV. 8"=379.74 INV. 6"=380.41 CUT AND CAP EXISTING ABANDONED 6" IN INV. =376.3 VERIFY LOCATION OF END OF EX. CONDUIT CONNECT EX. CONDUIT TO EX. UTILITY POLE PROPOSED UTILITY CABINETS G G G G GG EXISTING OFFICE BUILDING A 7,200 SF FFE 396.0 EAST MOUNTAIN VIEW MEDICAL OFFICE BUILDING EXISTING PAVED PARKING AREA EXISTING PAVED DRIVE DR20' SANITARY SEWER & DRAINAGE EASEMENT IN FAVOR OF LOT 1A 4" CL 52 D.I.EX. GAS SERVICE 2" SDR 21 PVCFORCE MAINDREXISTING STORAGE BUILDING A1 1,000 SF FFE 392.0 GAS SERVICE 6" SDR 35 PVC 8" SD R 3 5 P V C 6" SDR 35 PVC15" HDPEFOX RUN LANE 7 10 PROPOSED OFFICE BUILDING B (PHASE II) 7,200 SF FFE 387.70 C.O. INV.=382.05 9 80 VT ROUTE 116 - HINESBURG ROADMANSFIELD VIEW LANE 385385 386 389 390 388387 392393 394395398397396393PS 390ZONING DISTRICT - VILLAGE COMMERCIAL ZONING DISTRICT - NEIGHBORHOOD RESIDENTIAL ZONING DISTRICT - INDUSTRIAL & OPEN SPACE "VIEW PROTECTION ZONE" U E PROPOSED OFFICE BUILDING C 7,200 SF FFE 386.10 82 (3) 3"Ø C O N D UI T 1Ø EX. E/T/ C S E R VI C E U E EXISTING HOUSE EXISTING GARAGE 7 6 6 8" SDR 35 PVCS=14"/FT. MIN.EX. SWALE + 389.2 TO BE TAKEN OUT OF SERVICE EX. GRAVEL PATHEX. FENCE391384398397396395394 39 4 392392381 381391390389389388388387 387387387386386 386386 385385385385385384 384384 384383384383383 383 383 3823 8 2 380 382 379 378 384 380INV. OUT=379.6 (6" SE) TO BE TAKEN OUT OF SERVICE + 386.2 + 38 5. 4 + 384. 1 + 383 . 5 382.7 + + 3 8 6 . 5 + 383.5 (3) 3"Ø CONDUIT U E C.O. EX. SWALE 4" P V C S D R 3 5 6" C 9 0 0 P V C 6" SDR 35 PVC S=14"/FT. MIN. 6" S D R 3 5 P V C S = 1 4"/ F T . M I N . 6" SDR 35 PVC S=14"/FT. MIN.8" C900 PVC8" C900 PVC NEW INV. IN=370.8 0+00 0+50 1+00 1+502+503+003+13.54+BC 398.2+ 3 9 3 . 0 +393.920' SEWER EASEMENT 3 4" T Y P E K C O P P E R 4" SDR35 PVCCORE NEW HOLE AND INSTALL FLEXIBLE BOOT FOR NEW 8" SEWER MAIN 2+00STST STSTCUT AND CAP THE EXISTING SEWER MAIN IN BOTH DIRECTIONS C.0.15" HDPE15" HDPE PROPOSED HYDRANT (BEYOND) EXISTING HYDRANT EXISTING CURB STOP 8x6 REDUCER 6" SERVICE LINE %(1' 86($1*/(6 CONNECT TO EXISTING 8" STUB PROPOSED GRADE PROPOSED ROAD PROPOSED VALVE 6' MIN.12" HDPE STORM EXISTING GRADE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 383 386 389 390 380 383 386 389 390 386.8386.1385.6384.8384.8384.8382 381 384 385 387 388 380 381 382 384 385 387 388 378 375 378 377 376 379 375 376 377 379 5 1 A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com DSM DSM MAB 1" = 30' 06248 C2.2 LOCATION MAP 1" = 2000' CEA PROPERTIES, LLC 10 MANSFIELD VIEW LANE SOUTH BURLINGTON VERMONT 05403 CEA CAMPUS PLANNED UNIT DEVELOPMENT SITE UTILITY PLAN LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON, VT M E A D O W L A N D D R .KNOLLMILL POND LN. FOX RUN LANE OAK CREEK DR.BUTLER DRIVEDUBOIS DRIVE CIRCLE HINESBURG ROADCOMMUNI T Y D R . PROJECT LOCATION 89 116 10/16/19 DSM SKETCH PLAN SUBMITTAL LEGEND FM UE G ST S T W 100 EXISTING CONTOUR EXISTING CURB EXISTING PAVEMENT EXISTING SWALE WETLANDS WETLANDS BUFFER EXISTING UNDERGROUND ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER STREAM EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND CONCRETE MONUMENT FOUND S D EXISTING YARD DRAIN OE EXISTING OVERHEAD ELECTRIC FM G ST S T W UE PROPOSED CONTOUR100 PROPOSED CURB PROPOSED PAVEMENT PROPOSED SWALE PROPOSED UNDERGROUND ELECTRIC PROPOSED FORCEMAIN PROPOSED GAS PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED TELEPHONE PROPOSED WATER S PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED HYDRANT PROPOSED SHUT OFF PROPOSED LIGHT POLE PROPOSED SETBACK LINE PROPOSED SIGN PROPOSED BOLLARD LIGHT 12/20/2019 SCALE: 1"= 3' VERTICAL 1"=30' HORIZONTAL WATER LINE PROFILE 01/10/20 DSM REVISED PER STAFF COMMENTS 02/14/20 DSM WW SUBMITTAL 02/19/20 DSM LOCAL PERMIT SET 05/19/20 DSM REVISIONS PER CITY COMMENTS P:\AutoCADD Projects\2006\06248-2019\1-CADD Files-\dwg\06248-Site.dwg, 5/19/2020 8:45:02 AM, DWG To PDF.pc3