HomeMy WebLinkAboutAgenda 09 - Site-C2.2 Grading DrainageWETLAND
SURFACE=340.2
8' WIDE STONE
WEIR. EL. 342.2
RISER #2
12" PERF. HDPE
UNDERDRAIN
12" SOLID HDPE
UNDERDRAIN
CLEANOUT
(TYP.)
RISER #1
6'x12' HYDRAULIC
INLET
12" HDPE
12" PERF. HDPE
UNDERDRAIN
RISER #3
12" INV.=337.3
338
340
342
345
340.
2 342339337
337
338
341
342.
7
340.
2
344.
9
340.
2
GRAVEL
WETLAND
BAY 1
GRAVEL
WETLAND
BAY 2
FOREBAY
342.
7
S
S
ET
C
ETC
ETC
ETC
ETC
ETC
G
G
G
G
G G GSSSSSW
W
W
W
W
W
W W
ST ST ST
ST
ST
ST
EX. CB
RIM=344.1'EX. CB#1
RIM=342.7'
INV.IN=338.4 (24"S)
INV.IN=338.1 (18"W)
INV.IN=339.7 (4"W)
INV.OUT=337.7 (24"NE)
EX. SMH#1
RIM=344.4'
INV.IN=335.5 (8"S)
INV.IN=335.6 (8"NW)
INV.OUT=335.4 (8"E)
EX. SMH
RIM=341.8'
EX. E,T,C,
CABINETS
12" HDPE
W/FES
INV.=339.4
15" HDPE W/FES
INV.=339.6
C.O.
EXISTING
TRANSFORMER
S
S
S
FUTURE BUILDING
ADDITION
FUTURE PARKING
SPACES
FUTURE EDGE
OF PAVEMENTWEIGH SCALE (10'x70')STST4' CHEVRON STRIPPED
LOADING AREA
ST
NEW CB#2
RIM=347.6
INV.IN=341.1
INV.OUT=341.0
FUTURE RECREATION PATHUEUE UEUE
D
PROPOSED HYDRANT
100' MAX. FROM FIRE
DEPARTMENT
CONNECTION
F.D.C.
COORDINATE DOCK
LEVELER W/ OWNER
AND ARCHITECT
EX. BOLLARD
(TYP.)24" HDPE4" PV
C
24" HDPE
18" H
D
P
E
8" P
V
C 8" PVC8"
P
V
C
8" PVC
STONE EDGE AT BUILDING
COORDINATE WITH
LANDSCAPE PLAN
NEW CB#5
RIM=346.0
INV.IN=341.8
INV.OUT=341.7
NEW CB#3
RIM=347.7
INV.=342.3
STSTST PROPOSED
RETAINING WALL
T.O.W.=348.012'NEW YD#1
RIM=345.97
INV.=342.7
PROPOSED
DUMPSTER PAD
PROPOSED
BIKE RACK (2)STLOT 1-G
6.2 AC.STNEW CB#4
RIM=345.8
INV.IN=342.5
INV.OUT=342.4
NEW CB#1
RIM=343.6
INV.IN=340.5
INV.OUT=340.4
PROPOSED
TRANSFORMER
15" HDPE
15" HDPE10"
PVC15" HDPE12" HDP
E
15"
H
D
P
E15" HDPEPROPOSED
BOLLARDS
PROPOSED
RAIN GARDEN
EXISTING 20'
RECREATOINAL PATH
EASEMENT
D
18" HDPE &
F.E.S - INV. 339.2
15
"
HDPESSNEW DMH#3
RIM=345.0
INV.IN=339.4
INV.OUT=339.3
EX. SMH#2
RIM=343.5'
INV.IN=336.2 (8"W)
INV.OUT=336.2 (8"N)
SUMP=335.7
WWWEMERGENCY OVERFLOW
BROAD CRESTED WEIR
ELEV.=343.3
200' OPEN SPACE BU
F
F
E
R
LOT 1
LOT 28"D.I.370370 ~338
339
340
340
341
341
342
342
342
343
344
3
4
1
3
4
0 341
340
339
338
PROPOSED BUILDING
142' x 180'
(25,560 S.F.)
13
10
8
4
14
+354.0
4
7
F.F.E=350.0PROPOSED SWALE3:13:1EXISTING BERM "AIRPORT APPROACH ZONE"50' REAR YARD S
E
T
B
A
C
K35' SIDE YARD SETBACK35' SIDE YARD SETBACK50' F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
5 8" CRF
10"
8" PINE
8" PINE
8" PINE
8"
10"
8"
8"
10" SNAG
10" PINE
16" WILLOW
+345.4
+344.3
EX. S
W
AL
E
363
362
3
6
1
360
3
6
0
3
5
9
3
5
9
359
3
5
9
3583
58 358358358
357357357357357
356356
356
356356356355355
355
35
5
3553543543543543543
5
4
35335
3
3
5
3
353353353
352352352352351 3513513513
5
0
3503503503
4
9
3493493493483483483483483473473473473463463
4
6346346 34534534534
5
34534434434434
4 344344344344343343 343
343343343343343343
342 342342
342342
3423423423423423423
4
1
341341EX. WOODS
EX. WOODS
EX. WOODS 5:13
+351.0
+351.0
+345.8
+346.0
+346.7
+351.5
+352.5
+352.0
+351.0
+350.5 +350.0
+349.5
+344.2
+344.2
+348.5
+349.7
+349.7
352
350
348
346
3
4
8
348
348
348 346346348354
370
360
360
362
362
374
370
368
366
364
362
374
372
368
364
358
356
354
352 350 348A
P
P
R
O
X
.
L
O
C
A
T
I
O
N
E
X
.
S
W
A
L
E
+
+
+
+
+
+
+
+
+
+
+
347.0
347.0
347.0
349.0
349.0
349.0
349.0
349.0
349.0
349.0
349.0
+348.4
356
358362
364
366 358356354352350348346346344348348346348
347
346
348
SN
O
W
S
T
O
R
A
G
E
SNOW STORAGESNOWSTORAGESNOW STORAG
E
M
E
A
D
O
W
L
A
N
D
D
R
I
V
E
MICRO POOL
STORMWATER POND
FILL AREA TO
EXTEND
PLATEAU AREA
EXISTING
PLATEAU AREA
374
372
366
364
368
366 36
4
362
35
0 3463
4
8
35
4
364
366
360362 356
368
370
35
2
SNOW
STORAGE 30" HDPE344
4:1344+345.8
340
344345348348 344344347346NEW DMH#1
OUTLET STRUCTURE
RIM=343.5
INV.IN=339.8 (30" HDPE) S
INV. IN=337.3(12" HDPE) SW
INV.OUT =339.7 (30" HDPE) N
ST
ST
D
NEW DMH#2
RIM=344.2
INV.IN=340.3 (30" HDPE) W
INV.OUT =340.2 (30" HDPE) SE(2) 30" HDPE
30" HDPE
INV.OUT=340.0
INV.=340.0
EX. CB#2
RIM=342.8'
INV.IN=338.9± (24" S)
INV.IN=339.1 (4" NW)
INV.OUT=338.6± (24" N)
(SUMP FROZEN)
INV.IN=338.8 (30" HDPE) S
REMOVE EX. 24" HDPE EXTENSION
(2) 30" HDPE
INV.=342.2 F.E.S.
S
=
0
.
0
5
3
4
8
3
4
6
34
6
34
8
34
4
3
4
4
DRY POND345345344342344346342
340342344
342340342
EMERGENCY OVERFLOW
BROAD CRESTED WEIR
ELEV.=343.7
340+
12" PERF.
HDPE
12" PERF. HDPE
UNDERDRAIN
+346.4
3483503523543563588'
PROPOSED 5'
WIDE SIDEWALK
TEMPORARY BENCHMARK
NORTH TOP FLANGE BOLT
ELEV.=344.4
PROPOSED 4'
HIGH FENCE PER
DETAIL THIS
SHEET
CURBING AT
ISLANDS (TYP.)
STORMWATER NOTE:
·COORDINATE FINAL INVERT AND
GRADING REQUIREMENTS WITH
ENGINEER PRIOR TO CONSTRUCTION.
·VERIFY COVER REQUIREMENTS OF ALL
PIPES PRIOR TO CONSTRUCTION.
(2)
3
0
"
H
D
P
E
ST
ST
6'-0" O.C.
POSTS
CONCRETE AS NEEDED
FINISHED ELEVATION
1x6 RED CEDAR
INSTALLED WITH 12" GAP USE
12' LENGTH BOARDS AND
STAGGER JOINTS (TYP.)
4x4 P.T. POSTS
NOTES:
·'GOOD' SIDE FENCING OPPOSITE BOOSKA
·STAINLESS STEEL ATTACHMENT AS NEEDED
·FINISHED WITH PENETRATING OIL FINISH LEGEND
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
G
ST
S
T
W
UE
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED SWALE
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED TELEPHONE
PROPOSED WATER
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
DSM
DSM
MAB
1" = 40'
18213
C2.2
03/21/2019
LOCATION MAP
1" = 2000'
SITE GRADING
AND DRAINAGE
PLAN
PROJECT
LOCATION
SOUTH
BURLINGTON
REALTY CORP.
WILLISTON,
VERMONT
116
89
1.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 NOTES
PROPOSED LIGHT POLE
BOOSKA
COMMERCIAL LLC
410 MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED
05/07/19 DSM STORMWATER LAYOUT REVISION
05/31/19 DSM ADDED FENCE AT RETAINING WALL
N.T.S.
FENCE DETAIL
06/03/19 DSM REVISIONS PER CITY COMMENTS
06/13/19 DSM STORM REVISIONS PER CITY COMMENTS
P:\AutoCADD Projects\2018\18213\1-CADD Files-\dwg\18213 - Site.dwg, 6/14/2019 1:44:51 PM, mburke