HomeMy WebLinkAboutSD-19-25 - Supplemental - 0039 Bowdoin Street (4)DREXISTINGHOUSEEXISTINGGARAGE±247'±12'±194'±230'±209'±100'±235'±350'GREEN ACRES, INC.390388386390 390390
391387388389386385387 385384MEADOWLAND DRIVE384395394393 200' OPEN SPACE BUFFER200' OPEN SPACE BUFFERLOT 1356355350360347 346346357356359347348350351353352355343347348349351358359355356355356357354352354354353349347346.4 346 355355353354353358352354358 346LOT 2LOT 3LOT 7LOT 8 & 9LOT 6LOT 5LOT 4LOT 11LOT 1-ALOT 1-BLOT 12POTENTIAL FUTURE CUL-DE-SAC EXTENSIONLOT 1BPOTASH BROOK AND ADJACENT WETLANDLOT 1-DLOT 1-CLOT 1-EEXISTING BUILDING F.F. EL.=342.66'SSSSSSSSSSSS
SSSSS
S
SS
SSS
SSSSS SSS
SDDDDDDD DDDDDDDDDEXISTING BUILDING F.F. EL.=342.0'LOT 10+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1" = 150'C1.0OVERALLSITE PLAN1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE.20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS.GENERAL NOTESPROJECTLOCATIONDSMDSMSAL19145MAY, 2019ACCIVIL ENGINEERING ASSOCIATES, INC.E10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.comNORTHEASTTERRITORIES, INC.20 SOUTH CREST BURLINGTON, VERMONT LOT 7MEADOWLANDBUSINESS PARKSOUTH BURLINGTON VERMONTNEAGLEY & CHASE CONSTRUCTION66 BOWDOIN ST., STE. 100SOUTH BURLINGTON, VERMONT LOCATION MAP1" = 2000'PROJECT LOCATIONLOGIC SUPPLY1168919145 - Site.dwg C1.0 8/2/2019 15:54:2219145 - Site.dwg C1.0 8/2/2019 15:54:22Proposed PUD Limits
EX. HYDRANT8" D.I.36' OF 8" D.I. WATER SERVICEW/ CAP & THRUST BLOCK350348348 3483483483483 4 8 348 346
346346346344344344344342
3423423423 4 2
338338338338338
338338338 338338338338336336336336
3 3 6
336 336336336336334
334334350
340340340340340 350350350350350350340340340340EX. 12" PVCINV. 335.1EX. CB RIM 337.8INV. 335.0 (W)INV. 334.8 (E)EX. CB RIM 337.7INV. 334.6 (W)INV. 334.5 (E)EX. 15" HDPE W/ FES INV. 334.2EX. CB RIM 337.7INV. 334.9 (IN)INV. 334.7 (OUT)EX. CB RIM 337.7INV. 334.4 (IN)INV. 334.4 (OUT)EX. SMH #5A RIM 338.6INV. 330.5 (W)INV. 330.2 (S)INV. 330.1 (N)EX. CB RIM 339.3INV. 335.6SSSSDRIM 338.2INV. 330.4 (W)INV. 330.1 (E)INV. 329.9 (S)INV 329.8 (N)15" HDPE15" HDPEEXISTING STORM WATER PONDEX. CB RIM 342.0INV. 337.5EX. CB RIM 342.2INV. 337.4INV. 337.0INV. 337.0EX. E,T,C,CABINETSCONCRETE END SECTIONINV. 335.60EX. CB RIM 338.6INV. 336.0EX. CB RIM 338.7INV. 336.0INV. 334.8INV. 334.818" HDPEHDPE FESINV. 333.9EX. CB RIM 347.5INV. 343.1INV. 343.0EX. CB RIM 347.5INV. 343.7INV. 342.9INV. 343.1INV. 342.7INV. 342.7 (OUT)18" HDPE8" WATER SERVICEINV. 335.38" PVC SEWER SERV. INV. 336.648" D.I. WATER MAIN
10" D.I. WATER MAIN76'X3'X6' CONCRETE BOX CULVERTINV.=335.0INV.=334.78" PVC8" PVC8" PVCEX. SMHRIM 346.7INV. 336.3INV 336.2EX. SMHRIM 341.0INV. 333.3INV. 333.2SEWER SERV.INV. 335.412" HDPEBOWDOIN ST.MEADOWLAND DR.THOMPSON ST.APPROXIMATE LIMITS OF SOIL STOCKPILE - TOPOGRAPHY DOES NOT DEPICT THE FILL CONDITION50' SETBACK50' SETBACK35' SETBACK3413 4 3
3 4 4
34 5 346347342348344
343339340340339338340334338336336 337LOT 3n/f GRANDVIEW FARM, LLCLOTS 8 & 9n/f GPT PROPERTIES TRUST(HOMELAND SECURITY)LOT 4n/f LOT 5n/f NEAGLEY & CHASE CONSTRUCTION+ 346.01+ 346.01+ 343.6+ 342.3+ 343.5+ + 346.0345.4+ 344.9+ 344.9
+ 345.9+ 344.4+ 345.6+ 345.5+ 348.0+ 348.0+ 347.5+ 347.0+ 347.0+ 347.0+ 346.8+ 347.0+ 347.2+ 347.4+ 347.3+ 347.6+ 347.9+ 347.5+ 348.0+ 347.9+ 344.0+ 348.9+ 348.4+ 346.5+ 344.6+ 348.0+ 347.9DSMDSMSAL1" = 30'19145C1.1MAY, 2019EXISTING CONDITIONS SITE PLANACCIVIL ENGINEERING ASSOCIATES, INC.E10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.comMONUMENTATION RECOVERED IS CONSISTENT CONTOUR INFORMATION IS BASED UPON LIDAR DATA FROM 2004. HORIZONTAL NORTHEASTTERRITORIES, INC.20 SOUTH CREST BURLINGTON, VERMONT LOT 7MEADOWLANDBUSINESS PARKSOUTH BURLINGTON VERMONTNEAGLEY & CHASE CONSTRUCTION66 BOWDOIN ST., STE. 100SOUTH BURLINGTON, VERMONT LOCATION MAP1" = 2000'PROJECT LOCATION89116LOGIC SUPPLY19145 - Site.dwg C1.1 8/2/2019 15:59:5919145 - Site.dwg C1.1 8/2/2019 15:59:59
EX. HYDRANT8" D.I.36' OF 8" D.I. WATER SERVICEW/ CAP & THRUST BLOCK350352348348 3483483483 4 8 348 346 346346346346
344344344344342
3423423423 4 2
338338338338338
338338338 338338338338336336336336
3 3 6
336 3363363363363363 34
334334350350
340340340340340 350350350350350350340340340340EX. 12" PVCINV. 335.1EX. CB RIM 337.8INV. 335.0 (W)INV. 334.8 (E)EX. CB RIM 337.7INV. 334.6 (W)INV. 334.5 (E)EX. 15" HDPE W/ FES INV. 334.2EX. CB RIM 337.7INV. 334.9 (IN)INV. 334.7 (OUT)EX. CB RIM 337.7INV. 334.4 (IN)INV. 334.4 (OUT)EX. SMH #5A RIM 338.6INV. 330.5 (W)INV. 330.2 (S)INV. 330.1 (N)UTEX. 4" PERF. HDPE
UNDERDRAIN EX. CB RIM 339.3INV. 335.6C.O.SSSSSDEX. SMHRIM 338.2INV. 330.4 (W)INV. 330.1 (E)INV. 329.9 (S)INV 329.8 (N)15" HDPE15" HDPE15" HDPEEXISTING STORM WATER PONDEX. CB RIM 342.0INV. 337.5EX. CB RIM 342.2INV. 337.4INV. 337.0INV. 337.0EX. E,T,C,CABINETSCONCRETE END SECTIONINV. 335.60EX. CB RIM 338.6INV. 336.0EX. CB RIM 338.7INV. 336.0INV. 334.8INV. 334.818" HDPEHDPE FESINV. 333.9EX. CB RIM 347.5INV. 343.1INV. 343.0EX. CB RIM 347.5INV. 343.7INV. 342.9INV. 343.1INV. 342.7INV. 342.7 (OUT)18" HDPE8" WATER SERVICEINV. 335.38" PVC SEWER SERV. INV. 336.648" D.I. WATER MAIN
10" D.I. WATER MAIN76'X3'X6' CONCRETE BOX CULVERTINV.=335.0INV.=334.78" PVC8" PVC8" PVCEX. SMHRIM 346.7INV. 336.3INV 336.2EX. SMHRIM 341.0INV. 333.3INV. 333.2SEWER SERV.INV. 335.412" HDPEBOWDOIN ST.MEADOWLAND DR.THOMPSON ST.50' SETBACK50' SETBACK35' SETBACKTOP OF STONE OVER CHAMBERS =342.5BOTTOM OF STONE UNDER CHAMBERS=339.03413 4 3
3 4 4
345 346347342348344
343339340340339338340334338336336 337DDDDLOT 3n/f GRANDVIEW FARM, LLCLOTS 8 & 9n/f GPT PROPERTIES TRUST(HOMELAND SECURITY)LOT 4n/f CHASE PROPERTIES(CBA OFFICE BUILDING)LOT 5n/f NEAGLEY & CHASE CONSTRUCTIONDSMDSMSAL1" = 30'19145C1.2MAY, 2019PROPOSED CONDITIONS SITE PLANACCIVIL ENGINEERING ASSOCIATES, INC.E10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.comNORTHEASTTERRITORIES, INC.20 SOUTH CREST BURLINGTON, VERMONT LOT 7MEADOWLANDBUSINESS PARKSOUTH BURLINGTON VERMONTNEAGLEY & CHASE CONSTRUCTION66 BOWDOIN ST., STE. 100SOUTH BURLINGTON, VERMONT LOCATION MAP1" = 2000'PROJECT LOCATION11689LOGIC SUPPLY19145 - Site.dwg C1.2 8/2/2019 16:01:2219145 - Site.dwg C1.2 8/2/2019 16:01:22
SSSSSSSSSSSTS
S
S
S
S
S
S
SETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC ETC ETC
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
S
T
SETCETCETCETCETCETCETCETCETC
ETC
ST
S
T
STST
WWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWW
W
W
W
W
W
W
W
S
S
D
EX. CB
RIM 342.0
INV. 337.5
EX. CB
RIM 342.2
INV. 337.4
INV. 337.0
INV. 337.0
EX. E,T,C,
CABINETS
CONCRETE
END SECTION
INV. 335.60
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
EX. CB
RIM 347.5
INV. 343.1
INV. 343.0 EX. CB
RIM 347.5
INV. 343.7
INV. 342.9
INV. 343.1
INV. 342.7
INV. 342.7 (OUT)
18" HDPE
8" WATER SERVICE
INV. 335.3
8" PVC SEWER SERV.
INV. 336.64 8" D.I. WATER MAIN10" D.I. WATER MAIN
8" PVC
8" PVC
EX. SMH
RIM 346.7
INV. 336.3
INV 336.2
EX. SMH
RIM 341.0
INV. 333.3
INV. 333.2 12" HDPEBOWDOIN ST.MEADOWLAND DR.
6
14
10
6
27
WSEEPROPOSED BUILDING
21,570 SF
FFE=348.0
ROOF DRAIN
CONNECTION
TOP OF STONE OV
E
R
C
H
A
M
B
E
R
S
=
3
4
2
.
5
BOTTOM OF STON
E
U
N
D
E
R
C
H
A
M
B
E
R
S
=
3
3
9
.
0
PROPOSED
SWALE
PROPOSED
WATER
PROPOSED
SEWER
PROPOSED
ELECTRICAL
CB #1
RIM 343.8
INV. 340.3
341
3433
4
4 34534
6
347
342
348344
343
339 340
340
339
33
8
34
0
334
338336336337
D
D D
D
ST
ST
ST
ST
F.E.S. AND STONE
FILL DISPERSION PAD
INV. 337.7
DMH #2
OUTFLOW
STRUCTURE
RIM 346.0
INV. _____
DMH #4
INFLOW STRUCTURE
CB #3
RIM 345.9
INV. 340.2
CB #2
RIM 344.9
INV. _____
DMH #3
INFLOW STRUCTURE
DMH #4
RIM ______
INV. ______
ROOF DRAIN
CONNECTION
50' WETLAND BUFFER
WETLAND DELINEATED
JUNE, 2019
BY WHEELER
ENVIRONMENTAL, INC
NEW SEGMENTAL RETAINING
WALL AND RAILING SYSTEM
(2' FROM PROPERTY LINE)
EXISTING BIT. CONC. SHAR
E
D
U
S
E
P
A
T
H EXISTING 5' BIT. CONC. SIDEWALK36.1' SETBACK
(WAIVER OF 13.9')
40.7' SETBACK
(WAIVER OF 9.3')
T.O.W. 345.0
B.O.W. 338.7
T.O.W. 345.0
B.O.W. 338.2
T.O.W. 345.0
B.O.W. 337.8
T.O.W. 345.0
B.O.W. 337.6
LOTS 8 & 9
n/f
GPT PROPERTIES TRUST
(HOMELAND SECURITY)LOT 4n/fCHASE PROPERTIES(CBA OFFICE BUILDING)5' CONC. SIDEWALK5' CONC. SIDEWA
L
K
5' CONC. SIDEW
A
L
K
340
342 3443463
4
8
35
0
350
ST
ST
CB #4
RIM 345.0
INV. 341.1
INV. 339.9
342340 344
346
348340342344346348338338339340342344 346348+346.01
+346.01
+343.6
+342.3
+343.5
+
+346.0
345.4
+344.9
+344.9+345.9
+344.4
+345.6
+345.5
+348.0 +348.0
+347.5
+347.0 +347.0 +347.0
+
346.8
+347.0
+347.2
+347.4
+347.3 +347.6
+347.9
+347.5 +348.0
+347.9
+344.0+348.9 +348.4
+346.5
+344.6
+348.0
+347.9
RETAINING WALL
T
R
DUMPSTER
ENCLOSURE
CB #4
RIM 343.9
INV. 340.4
PROPOSED
HYDRANT
DSM
DSM
SAL
1" = 20'
19145
C1.3
MAY, 2019
PROPOSED
CONDITIONS SITE
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
NORTHEAST
TERRITORIES, INC.
20 SOUTH CREST
BURLINGTON, VERMONT
LOT 7
MEADOWLAND
BUSINESS PARK
SOUTH BURLINGTON VERMONT
NEAGLEY & CHASE
CONSTRUCTION
66 BOWDOIN ST., STE. 100
SOUTH BURLINGTON, VERMONT
LOCATION MAP
1" = 2000'
PROJECT
LOCATION
116
89
LOGIC SUPPLY
P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 8/5/2019 7:50:19 AM