HomeMy WebLinkAboutDrainage Area Maps4
5
45
5
0
5
0
5
5
5
5
606065
657
0
70
75754
24
2
4
2
4
3
43
4
4
44
4
6
46
4
7
47
4
8
4
8
4
9
4
9
5
1
51
5
2
5
2
5
3
5
3
54
5
4
5
6
5
6
5
7575
8585959616162626363646466666
7
6768
6869697171727
2
7373
747476764
5
50
5
5
6
06570
754
4
4
6
474
8
49515253545
6
5
7
5
8
5
9
6
1
6
26
36
466676869717273747
6
77EL. 76.5'
EL. 44.0'
EL. 44.5'
L = 47
7
'
f
o
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T
c (TIME
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F
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N
C
E
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)
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR245 NORWICH-NEW LONDON ROAD (RT 32)22 UNIT CONDOMINIUM DEVELOPMENTD.R.R.J.E.Q.WESTERN GROUP, LLCSubmission 01/25/22
525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE WILTON'S WAYO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd3/15/2022 1:27 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
EXISTING WOODED AREA = 38,478 sf
SHOWN WITH NET HATCHING
EXISTING GRASSED & WOODED AREA = 38,866 sf
SHOWN WITHOUT HATCHING
EXISTING BUILDINGS (IMPERVIOUS COVER)
DRAINAGE AREA MAP -
EXISTING CONDITIONS
1" = 20'
P.O.C. "A" - HYDROCAD NODE 1L
(DISCHARGE POINT OF CONCERN)
LOW POINT ON PROPERTY
O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\x-area calcs DA.dwg, 3/15/2022 1:27:45 PM, DWG To PDF.pc3
S69° 36' 08"E 372.03'
S
2
2
°
3
5
'
2
2
"
E
2
1
4
.
5
0
'
N74° 06' 41"W 332.13'
N74° 06' 41"W 179.29'N17° 56' 34"E197.30'I.P. FND
RWC
FND MON
FND
MON
FND
I.P. FND70.08'I.P. FND
MON
FND
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR245 NORWICH-NEW LONDON ROAD (RT 32)22 UNIT CONDOMINIUM DEVELOPMENTD.R.R.J.E.Q.WESTERN GROUP, LLCSubmission 01/25/22
525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE WILTON'S WAYO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd3/15/2022 1:32 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
PROPOSED NEW TREELIINE
EXISTING HOUSE TO BE REMOVED
DRAINAGE AREA MAP -
PROPOSED CONDITIONS
1" = 20'
EXISTING GARAGE TO BE
REMOVED
PROPOSED NEW SEGMENTAL M.S.E.
RETAINING WALL - DESIGN BY STRUCTURAL
OR GEOTECHNICAL ENGINEER.
PROPOSED MULTI-STORY RESIDENTIAL
CONDOMINIUM BUILDING
PROPOSED COMMON DRIVE
BITUMINOUS CONCRETE
UNDERGROUND STORMWATER STORAGE FOR RUNOFF
ATTENUATION AND WATER QUALITY VOLUME TREATMENT -
(28) - CONCRETE GALLEYS (4' x 8' x 4') OR (56) - 4' x 4' x 4' CONC.
GALLEYS EMBEDDED IN 12" CLEAN BROKEN STONE
CHAMBER SET NO. 2 - UNDERGROUND STORMWATER STORAGE FOR
RUNOFF ATTENUATION AND WATER QUALITY VOLUME TREATMENT -
(32) - CONCRETE GALLEYS (4' x 8' x 4') OR (64) - 4' x 4' x 4' CONCRETE
GALLEYS EMBEDDED IN 12" CLEAN BROKEN STONE
LEVEL SPREADER - HYDROCAD NODE 2P
(12"Ø RCP TO 42 L.F. LEVEL SPREADER.
P.O.C. "A" - HYDROCAD NODE 1L
(DISCHARGE POINT OF CONCERN)
LOW POINT ON PROPERTY
O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\x-area calcs DA.dwg, 3/15/2022 1:31:57 PM, DWG To PDF.pc3