HomeMy WebLinkAbout22SITE2 Plans Rev 08102022VIR
G
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CO
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BONVILLE DR.MAP
L
E
JEROMEAVENUE
ROADROAD
JEROME
AVE.
STARR
163
Uncasville
ROA
D
NEW LONDON TPK (RT 32)PINK
CRE S C ENTST.BLUMENTHAL
DR.
DEPOT
RD.
DEPOT
ROW
MA
P
L
E
AV
E
.
EX
T
.ROADDOCK GAIRCOURTEDWARD RD.
HARRISON
BREWER ST. ST.
POWER HOUSE ROAD
C-0
COVER
SHEET
PROPOSED 22 UNIT
CONDOMINIUM DEVELOPMENT
245 NORWICH-NEW LONDON ROAD
(CT ROUTE 32)
MONTVILLE, CONNECTICUT
DRAWING LIST
SHEET NAME
COVER SHEET
IMPROVEMENT LOCATION PLAN
SITE LAYOUT PLAN
GRADING, DRAINAGE PLAN
UTILITY PLAN
SOIL EROSION & SEDIMENT CONTROL PLAN
SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS
LANDSCAPE & LIGHTING PLAN
DETAIL SHEET
DETAIL SHEET
DETAIL SHEET
SHEET NO.
C-0
PLAN DATE LATEST REVISION
SITE/CIVIL DRAWINGS
C-2.1
C-3.1
C-4.1
C-4.2
C-5.1
C-6.1
C-6.2
APPLICANT
ARCHITECTURAL DRAWINGS
ELEVATIONS UNITS 1 - 91
4 SECOND FLOOR & ROOF
C-6.3
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.crd8/11/2022 4:32 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
WESTERN GROUP, LLC
338 Westport Road
Wilton, CT
OWNER
03/10/22
08/10/22
5 TYP ELEVATIONS
6 SECTIONS
WESTERN GROUP, LLC
338 Westport Road
Wilton, CT
ELEVATIONS UNITS 10-222
3 BASEMENT & FIRST FLOOR
C-1 / RT 32 OZ DISTRICT
C-3.2
01/25/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
01/25/22 08/10/22
MAP 70 LOT 010-000
SITE
03/10/22
03/10/22 03/10/22
03/10/22 03/10/22
03/10/22 03/10/22
03/10/22 03/10/22
03/10/22 03/10/22
01/07/22 08/10/22
245 NORWICH-NEW LONDON ROAD (RT 32
MONTVILLE, CONNECTICUT
PREPARED FOR:WESTERN GROUP, LLC
SCALE 1" = 10' 7 JANUARY 2022
Rev 8 March 2022
FE22-1700
KEVIN M. CROWLEY
R.L.S. # 70261
TO MY KNOWLEDGE AND BELIEF, THIS
MAP IS SUBSTANTIALLY CORRECT TO THE
STANDARDS OF CLASS "A2" AS NOTED
HEREON.
THIS MAP IS NOT VALID UNLESS IT HAS A
LIVE SIGNATURE AND EMBOSSED SEAL
OF KEVIN M. CROWLEY.Imp Loc Plan -245 Rt 32 - FE22-1700.dwgO:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\3/11/2022 2:41 PMZONING IMPROVEMENT LOCATION
& TOPOGRAPHIC PLAN
VICINITY MAP
525 JOHN STREET
BRIDGEPORT, CT.
PH.203-333-9465
EMAIL:INFO@FULLERSURVEYORS.COM
SITE
1.THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-300B-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,
INC. AND ADOPTED ON SEPT. 26, 1996.
2.THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS IMPROVEMENT
LOCATION MAP.
3.THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY (SEE MAP REFERENCE).
4.WITH RESPECT TO HORIZONTAL ACCURACY, THIS MAP CONFORMS TO AN ACCURACY CLASS A-2.
5.WITH RESPECT TO VERTICAL ACCURACY, THIS MAP CONFORMS TO AN ACCURACY CLASS T-D.
6.UTILITY, STRUCTURES, AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED,
IN-PART, BY FIELD LOCATIONS OF OBSERVABLE STRUCTURES AND PAINTED MARKINGS. THE ACTUAL
LOCATION AND SIZE OF UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE INDICATED. ADDITIONAL
UNDERGROUND UTILITIES MAY EXIST. PRIOR TO EXCAVATION OR CONSTRUCTION, CONTACT "CALL
BEFORE YOU DIG", (800) 922-4455.
7.OWNER OF RECORD: WESTERN GROUP LLC, RECORDED IN VOLUME 672, PAGE 82 IN THE TOWN OF
MONTVILLE TOWN CLERK'S OFFICE.
8.PARCEL IS LOCATED IN THE C-1 ZONE AND IS LOCATED IN THE ROUTE 32 OVERLAY ZONE (OZ) ON MAP 070,
BLOCK 010, LOT 000.
9.TOTAL SITE AREA 1.87 ACRES.
10.THIS SITE IS NOT WITHIN A FEMA FLOOD HAZARD ZONE PER FEMA MAP 09011C0361J EFFECTIVE DATE
8/5/2013.
11.ALL DECLARATIONS ARE VALID FOR THE MAP AND COPIES THERE OF ONLY IF THEY BEAR THE EMBOSSED
SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. UNAUTHORIZED ALTERATIONS OR
ADDITIONS TO THIS SURVEY RENDER ANY DECLARATION SHOWN HEREON NULL AND VOID.
NOTES:MAP REFERENCES:
A."LOCATION MAP, NOTES, & A2 SURVEY, COMMERCIAL / RESIDENTIAL COMPLEX
NORWICH-NEW LONDON ROAD (CT ROUTE 32) MONTVILLE, CONNECTICUT, PREPARED FOR
TOMASHE, LLC, 19 TUSA COURT MONMOUTH JUNCTION, NJ 08852", DATED SEPTEMBER 19,
2014, REVISED THROUGH 3/17/15, SCALE: 1" = 20', BY DENNIS A. JEROME J. DEMPSEY, L.S.
ON FILE AS MAP 2519 IN THE TOWN OF MONTVILLE LAND RECORDS.
4
5
45
5
0
5
0
5
5
55
606065657
0
707575 4
2
4
2
4
2
4
3
4
3
4
4
44
4
6
46
4
7
47
4
8
4
8
4
9
4
9
5
1
515
2
52
5
3
5
3
54
5
4
5656
5
757585859596161626263636464666667676868696971717272737374747676 4
55055
6
0657075 4
4
4
6
474849515253545
6
5
7
5
8
5
9
6
1
6
2
6
3
6
466676869717273747
677 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
EXTG. HOUSENORWICH-NEW LONDONROAD (CT ROUTE 32)EXTG. HOUSE
EXTG. GARAGE
EXTG. HOUSE
Extg. 12" Water Main
(92 PSI Static)
Extg. 6" San Sewer
9.2' Deep (El. 67.8±)
Extg. 6" San Sewer
9.0' Deep (El. 68.0)
Extg. 1" Water
to House
Extg. Hydrant
Approximate Wetlands
Limit per DEP
Wetlands 2011
50' Upland Review
Area
SNET
2749
BIT.CONC.
APRON
255 ROUTE 32
N/F
ST FELIX SERGINO
VOL. 662, PG. 1118 29 MAPLE AVE EXT
N/F
STEPHEN KENN
VOL. 633, PG. 387
25 LATHROP ROAD
N/F
NORMAN EDWARD
BUTTON & GRACE ANN
BUTTON
VOL. 114, PG. 18
231 ROUTE 32
N/F
CHARLES & BENNY
HOLZSCHLAG
VOL. 590, PG. 123
PARCEL AREA
79,607 S.F.
1.83 AC
WOODED
AREA
48" TREE
EXISTING TREEL
INE R2
0
Z
ON
E
R20 ZONE
C-1 ZONE
C
-
1
ZON
E
R
2
0
Z
O
N
E
C
-
1
Z
O
N
E
15' Side Yard Setback
15' Side Yard Setback30' Front Yard Setback3
0
'
R
e
a
r
Y
a
r
d
S
e
t
b
a
c
k
BENCHMARK HELD
EXTG NAIL FND IN POLE
ELEV. = 77.4
VIR
G
I
N
I
A
COU
R
T
BONVILLE DR.MAP
L
E
JEROMEAVENUE
ROADROAD
JEROME
AVE.
STARR
163
Uncasville
ROA
D
NEW LONDON TPK (RT 32)PINK
CR E S CENTST.BLUMENTHAL
DR.
DEPOT
RD.
DEPOT
R
OW
MA
P
L
E
AV
E
.
EXT
.ROADDOCK GAIRCOURTEDWARD RD.
HARRISON
BREWER ST. ST.
POWER HOUSE ROAD
1.THIS PLAN IS FOR THE PROPOSED CONDOMINIUM BUILDINGS WITH PARKING
CONSTRUCTION, SITE UTILITIES, AND MISCELLANEOUS LANDSCAPING. THIS PLAN IS
NOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND
DETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2.LOCATION OF EXISTING OUT STRUCTURES, AND TOPOGRAPHY WERE OBTAINED FROM
A SURVEY TITLED "ZONING IMPROVEMENT LOCATION & TOPOGRAPHIC PLAN, 245
NORWICH-NEW LONDON ROAD (RT32) MONTVILLE, CONNECTICUT, PREPARED FOR
WESTERN GROUP, LLC", DATED 7 JANUARY 2022, SCALE 1"=10', BY FULLER
ENGINEERING & LAND SURVEYING LLC.
3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON
THE CONSTRUCTION SITE.
4.THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND
INVERTS OF ANY AND ALL EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS.
THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE ZONING DEPARTMENT,
FIRE MARSHALL, AND THE TOLL FREE "CALL-BEFORE-YOU-DIG" PHONE NUMBER AT
1-800-922-4455.
5.THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW AND
APPROVAL BY THE LOCAL BUILDING DEPARTMENT PER THE REQUIREMENTS OF THE
2002 CT E&S GUIDELINES.
6.RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL,
SEED, AND HAY MULCH UPON COMPLETION OF CONSTRUCTION.
7.LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY.
8.THIS SITE IS NOT WITHIN A FEMA FLOOD HAZARD ZONE PER FEMA MAP 09011C0361J
EFFECTIVE DATE 8/5/2013.
9.CLEARING LIMIT LINE SHALL BE ESTABLISHED PRIOR TO ANY SITE WORK ACTIVITIES.
NOTES:
MAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BY
FULLER ENGINEERING AND LAND SURVEYING, LLC.
C-2.1
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 WAY8/11/2022 5:06 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
A
CONN
DOT #
SIZES
(IN)SUPPORTS
30"131-0552
CONN
DOT #
SIZES
(IN)SUPPORTS
SIGN LEGEND
B
CONN
DOT #
SIZES
(IN)SUPPORTS
1
CONN
DOT #
SIZES
(IN)SUPPORTS
18"x12''
CONN
DOT #
SIZES
(IN)SUPPORTS
12"x18"
12"x6"1
C RESERVED
PARKING
ACCESSIBLE
VAN
WILL BE FINED
VIOLATORS
MININIMUM $150
SU-30 TURNING ANALYSISNORWICH-NEW LONDONROAD (CT ROUTE 32)>>>>>>>>>>>>10' (Typ)10' (Typ)MH
MH
S69° 36' 08"E372.03'
S22° 35'
2
2
"
E
214.50'
N74° 06' 41"W332.13'N74° 06' 41"W179.29'
N17° 56
'
3
4
"
E197.30'I.P. FND
RWC
FND MON
FND
MON
FND
70.08'I.P. FND
MON
FND(510 ' REQ'D SEMI'S)ISD SIGHT LINE 870' (30 MPH)(510 ' REQ'D SEMI'S)ISD SIGHT LINE 1,150' (30 MPH)3
0
'
R
E
AR
BU
I
L
D
ING
S
E
T
B
AC
K
CONC. BLOC, WALL
w/STOCKADE FENCE
A
A
10'x15' REFUSE
AREA ON CONC.
PAD WITH
STOCKADE FENCE
AND GATES
GUARD RAIL
4' HT DECORATIVE
STONE MASONRY
WALL
PROPOSED STOPSIGN
AND 12" WHITE PAINTED
STOP BAR
RELOCATE JCT 168 SIGN
PER DOT DISTRICT 2
SAW-CUT PVMT AND
REMOVE CURBING PER
D.O.T. PERMIT
PLANTING
AREA (TYP)
PLANTING
AREA (TYP)
LOW WALL (TYP AT
STEPPED UNIT
INTERFACES)
5' W CONC. COVERED
ENTRANCE PAD (TYP)
SUBSURFACE
INFILTRATION
SYSTEM
BIT. CONC.
PAVEMENT
(TYP)SUBSURFACE
INFILTRATION
SYSTEM
4' HT DECORATIVE
STONE MASONRY
WALL
EXTG. TREE TO BE
REMOVED
B
MAIL
BOXES
PROPOSED WHITE
PAINTED CROSS WALK
PEDESTRIAN RAMP w / TACTILE
WARNING STRIP (TYP BOTH SIDES)
PER CTDOT "HALF PLAN OF
CONCRETE DRIVEWAY RAMP WHERE
CURB IS SEPARATED FROM
SIDEWALK BY GRASS PLOT" (SEE
SHEET C-6.5)
C
PROPOSED VAN
ACCESSIBLE SPACE
PROPOSED 5' CONC. WALK PER CTDOT "5'
WIDE CONCRETE SIDEWALK WITH GRASS
PLOT" (SEE SHEET C-6.5)
PEDESTRIAN RAMP w /
TACTILE WARNING STRIP
(TYP BOTH SIDES)
SITE SIGN MOUNTED ON DECORATIVE
WALL- ZONING OFFICIAL REVIEW
REQUIRED PER ZR SEC 19
GUARD RAIL
C
B B
B B B
MAINTENANCE ACCESS
RAMP WITH GATE
5' W CONC. WALK
LIMIT OF
CLEARING
BIT. CONC.
CURB (TYP.)
EXTG. HOUSE TO
BE REMOVED
20' R
25' R 10' R
10' R
CONC. BLOCK WALL
w/STOCKADE FENCE15' SIDE BUILDING
SETBACK
8'x12' CONC. PATIO
(TYP)
MODULAR
PAVER
APRON (TYP)
1112131415161819202122 10
987654321
PROPOSED 5' CONC. WALK PER CTDOT
"5' WIDE CONCRETE SIDEWALK WITH
GRASS PLOT" (SEE SHEET C-6.5)
19.8'20.2'19.8'20.2'19.8'20.2'19.8'20.2'19.8'20.2'19.8'20.2'
19.8'20.2'19.8'20.2'19.8'20.2'20' (Typ)20' (Typ)24' (Typ)18' (Typ)24' (Typ)18' (Typ)8' (Typ)8' (Typ)8'x12' CONC. PATIO (TYP)30' FRONTBUILDING SETBACK15' SIDE BUILDING SETBA
C
K
APRON TO BE REMOVED -
INSTALL DEPRESSED
CURB ALONG GUTTERLINE
EXTG GARAGE TO BE
REMOVED
MODULAR CONC. BLOC,
WALL w/STOCKADE FENCE
17(3) STANDARDSPACES1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
PROPOSED
CONDOMINIUM
UNITS
7,422 S.F. TOTAL
PROPOSED
CONDOMINIUM
UNITS
10,730 S.F. TOTAL(2) HC VANSPACES(1) STANDARDSPACES(2) STANDARD SPACES
1 CAR
GARAGE(6) STANDARDSPACES(3) STANDARD SPACES
(1) STANDARD
SPACE
10.5' (Typ)
10.5' (Typ)9' (Typ)9.5' (Typ)
19.8'16.2'16.0'19.8'39.4'19.8'37.6'40.2'40.9'30.5'8' (Typ)1.0'1.0'20.2'
92.1'
90.6'
9.5' (Typ)15.8'102.2'
133.
9'
(1) SPACE (1) SPACE (1) SPACE (1) SPACE (1) SPACE (1) SPACE (1) SPACE (1) SPACE (1) SPACE
(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE(1) SPACE 69.0'
MH
NORWICH-NEW LONDONETC
ETC
ETC
FM
FM FM
SAN
FM
FM
FM
FM
10' (Typ)N17° 56' 34"E197.30'I.P. FND(510 ' REQ'D SEMI'S)ISD SIGHT LINE 870' (30 MPH)20' R
25' R 10' R
10' R
202122
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
PROGRESS 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.crd8/11/2022 5:21 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
NOTES:
1.THIS PLAN IS FOR THE PROPOSED GRADING AND DRAINAGE FOR THE CONSTRUCTION OF A RESIDENTIAL
DEVELOPMENT WITH PARKING, AND MISCELLANEOUS LANDSCAPING ALONG THE CT ROUTE 32. THIS PLAN IS
NOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR
BIDDING AND CONSTRUCTION.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3.THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND INVERTS OF ANY AND ALL
EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TO
CONTACT THE TOLL FREE "CALL-BEFORE-YOU-DIG" PHONE NUMBER AT 1-800-922-4455.
4.THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW AND APPROVAL BY THE MONTVILLE
BUILDING DEPARTMENT, ZONING DEPARTMENT, AND FIRE MARSHAL'S OFFICE.
5.ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED
SOIL EROSION AND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THE
CONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THE
2002 CONNECTICUT EROSION & SEDIMENTATION GUIDELINES.
6.RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH
UPON COMPLETION OF CONSTRUCTION.
7.LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY.
8.ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO
THE TOWN OF MONTVILLE AND UTILITY COMPANY STANDARDS.
9.FINAL RETAINING WALL SYSTEM TO BE DESIGNED AND INSPECTED BY A CONNECTICUT LICENSED ENGINEER.
STRUCTURAL DETAILS TO BE SUBMITTED TO THE SATISFACTION OF THE TOWN BUILDING INSPECTOR PRIOR TO
ISSUANCE OF BUILDING PERMIT.
10.SEE APPENDIX "O" OF THE ENGINEERING REPORT FOR OPERATION AND MAINTENANCE PLAN.
TEST PIT AND PERCOLATION DATAMAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BY
FULLER ENGINEERING AND LAND SURVEYING, LLC.
EARTHWORK
A.TOTAL AREA OF DISTURBANCE: 66,340 S.F. (1.5 A.C.±)
OFF-SITE WETLANDS FLAGGED BY ALEKSANDRA MOCH ON FEBRUARY 12, 2022.
W
W
W
W
W
WWW W W W W W W W
W W W W W W W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SANFM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM
FM
10' (Typ)10' (Typ)W
W
W W W W W W
MH
MH
GAR. F.F. El. = 73.5 GAR. F.F. El. = 71.9 GAR. F.F. El. = 71.8 GAR. F.F. El. = 70.4 GAR. F.F. El. = 70.4 GAR. F.F. El. = 68.8 GAR. F.F. El. = 68.8 GAR. F.F. El. = 67.1
FF. El. = 82.5 FF. El. = 80.8 FF. El. = 80.8 FF. El. = 79.4 FF. El. = 79.4 FF. El. = 77.8 FF. El. = 77.8 FF. El. = 76.1
GAR. F.F. El. = 73.5
FF. El. = 82.5
GAR. F.F. El. = 72.1
FF. El. = 81.1
GAR. F.F. El. = 72.1
FF. El. = 81.1
GAR. F.F. El. = 70.5
FF. El. = 79.5
GAR. F.F. El. = 70.5
FF. El. = 79.5
GAR. F.F. El. = 68.8
FF. El. = 77.8
GAR. F.F. El. = 68.8
FF. El. = 77.8
GAR. F.F. El. = 67.3
FF. El. = 76.3
GAR. F.F. El. = 67.3
FF. El. = 76.3
GAR. F.F. El. = 73.5
FF. El. = 82.5
GAR. F.F. El. = 75.1
FF. El. = 84.1
GAR. F.F. El. = 75.1
FF. El. = 84.1FF. El. = 85.4
GAR. F.F. El. = 73.5
FF. El. = 82.5
GAR. F.F. El. = 76.4
20' R
25' R 10' R
10' R
1112131415161819202122 10
987654321
17
97 LF 8" Ø SCH 80 PVC @0.01 MIN 90 LF 10" Ø SCH 80 PVC @0.01 ft./ft. MIN 57 LF 10" Ø SCH 80 PVC @0.03 ft/ft47 LF 8" Ø SCH
80 PVC @ 0.01
M
IN
74 LF 12" Ø RCP @ 0.08
CB3
TF = 70.60'
10" RCP INV. = 68.60'
(3 LF @ 0.005 ft/ft)
CB2
TF = 74.60'
8" PVC INV. = 69.60'
(97 LF @ 0.01 ft/ft)
CB1
TF = 74.40'
8" PVC INV. = 70.07'
(47 LF @ 0.01 ft/ft)
CB4
TF = 66.90'
10" RCP INV. = 63.83'
(16 LF @ 0.01 ft/ft
to GALLEYS)
3 LF 10"
SCH 80 PVC
CB5
TF = 64.4'
10" PVC INV. = 61.15'
10" RCP (OUT) = 60.91'
(12 LF @ 0.02 ft/ft
to GALLEYS)
STORM MH (DROP MH)
TF = 65.60'
12" RCP INV. (IN) = 61.16'
12" RCP INV. (OUT) = 52.00'
LEVEL SPREADER
TOP = 57.5
INV. = 49.5
18"Ø
OBSERVATION
PORT (TYP)
18"Ø
OBSERVATION
PORT (TYP)
32 - 4 x 8 x 4' PRE-CAST CONCRETE GALLEY'S 4
ROWS x 8 GALLEYS PER ROW
BOT.ELEV. = 58.83'
12" INV. ELEV. = 63.67'
EMBEDDED IN 1" BROKEN / CLEAN STONE
66.0' x 18.60' x 5.17' DEEP
BOT.STONE ELEV. = 58.33'
NOTE: PERMEABILITY TEST SHALL BE CONDUCTED
TO THE SATISFACTION OF THE TOWN ENGINEER
PRIOR TO INSTALLATION. (TYP)
28 - 4 x 8 x 4' PRE-CAST CONCRETE GALLEY'S 4
ROWS x 7 GALLEYS PER ROW
BOT.ELEV. = 63.7'
10" INV. ELEV. = 68.7'
EMBEDDED IN 1" BROKEN / CLEAN STONE
58' x 18.60' x 5.17' DEEP
BOT.STONE ELEV. = 58.33'
BOT. ELEV. (GALLEYS)=63.7'
4 L.F 12" RCP @ 0.01 Min
18 L.F 12" RCP @ 0.01 Min
4 L.F 10" SCH 80 PVC
@ 0.01 Min
MH
3 LF 10"
SCH 80 PVC
EXTG. HOUSENORWICH-NEW LONDONROAD (CT ROUTE 32)EXTG. HOUSE
Extg. 12" Water Main
(92 PSI Static)
Extg. 6" San Sewer
9.2' Deep (El. 67.8±)
Extg. 6" San Sewer
9.0' Deep (El. 68.0)
Extg. 1" Water
to House
Extg. Hydrant
Approximate Wetlands
Limit per DEP
Wetlands 2011
50' Upland Review
Area
SNET
2749
BIT.CONC.
APRON
255 ROUTE 32
N/F
ST FELIX SERGINO
VOL. 662, PG. 1118 29 MAPLE AVE EXT
N/F
STEPHEN KENN
VOL. 633, PG. 387
25 LATHROP ROAD
N/F
NORMAN EDWARD
BUTTON & GRACE ANN
BUTTON
VOL. 114, PG. 18
231 ROUTE 32
N/F
CHARLES & BENNY
HOLZSCHLAG
VOL. 590, PG. 123
R
2
0
ZO
N
E
R20 ZONE
C-1 ZONE
C-
1
ZON
E
C
-
1
Z
O
N
E
BENCHMARK HELD
EXTG NAIL FND IN POLE
ELEV. = 77.4 EX. 8" SEWERCut/Fill Summary
Name
Earthwork
Totals
Cut Factor
1.000
Fill Factor
1.000
2d Area
66340.66 Sq. Ft.
66340.66 Sq. Ft.
Cut
3325.99 Cu. Yd.
3325.99 Cu. Yd.
Fill
3645.68 Cu. Yd.
3645.68 Cu. Yd.
Net
319.69 Cu. Yd.<Fill>
319.69 Cu. Yd.<Fill>
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.crd8/12/2022 12:30 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
NOTES:
1.THIS PLAN IS FOR THE PROPOSED UTILITIES OF THE PROPOSED RESIDENTIAL DEVELOPMENT WITH PARKING
CONSTRUCTION, AND MISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE OR
CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3.THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND INVERTS OF ANY AND ALL
EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TO
CONTACT THE TOLL FREE "CALL-BEFORE-YOU-DIG" PHONE NUMBER AT 1-800-922-4455.
4.THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW AND APPROVAL BY THE LOCAL BUILDING
DEPARTMENT, ZONING DEPARTMENT, AND FIRE MARSHAL'S OFFICE.
5.ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED SOIL
EROSION AND SEDIMENTATION PLAN IN ACCORDANCE THE MINIMUM STANDARDS AS THOSE OUTLINED IN THE
"CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" 2002 EDITION AS AMENDED TO
DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBED HEREIN.
6.RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH
UPON COMPLETION OF CONSTRUCTION.
7.LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY. APPLICATION WILL BE MADE TO THE WATER
POLLUTION CONTROL AUTHORITY FOR A PERMIT TO CONSTRUCT AND CONNECT WATER AND SEWER LINES TO
THE MONTVILLE SEWER SYSTEM.
8.EXISTING UNDERGROUND UTILITY LOCATION TAKEN FROM MAPS PROVIDED BY UTILITY COMPANY AND SEWER
DEPARTMENT, PRIOR SURVEYS, AND FIELD MARKINGS.
9.ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THE
TOWN OF MONTVILLE AND UTILITY COMPANY STANDARDS.
10.IF REQUIRED, ALL EXISTING SANITARY SEWER LINES SHALL BE CAPPED WITHIN 2 FEET OF THE EXISTING SEWER
MAIN.
11.ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTING
AND GUTTER CONNECTIONS SHALL BE DETERMINED BY CONTRACTOR.
12.ALL UNITS ARE DESIGNED TO HAVE SANITARY CONNECTIONS IN EACH BASEMENT AND WILL PUMP UP TO THE
MAIN LATERAL AT THE FRONT OF THE BUILDINGS. SANITARY LIFT SYSTEMS ARE REQUIRED TO FACILITATE ALL
SEWAGE DISCHARGE TO THE TOWN SEWER SYSTEM IN THE STREET.
13.ALL WORK SHALL COMPLY WITH THE FOLLOWING TOWN STANDARDS:
13.1.TOWN OF MONTVILLE SEWER USE RULES AND REGULATIONS.
13.2.TOWN OF MONTVILLE SANITARY SEWER MATERIALS AND CONSTRUCTION STANDARDS.
13.3.TOWN OF MONTVILLE SPECIFICATIONS OF WATER MAINS AND APPURTENANCES.
14.SEWER PIPE TO BE PLASTIC PVC-SDR35.
15.WATER LINES TO BE TYPE K COPPER TUBING.
MAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022,
SCALE 1"=20', BY FULLER ENGINEERING AND LAND SURVEYING, LLC.
EXTG. HOUSENORWICH-NEW LONDONROAD (CT ROUTE 32)Extg. 12" Water Main
(92 PSI Static)
Extg. 6" San Sewer
9.2' Deep (El. 67.8±)
Extg. 6" San Sewer
9.0' Deep (El. 68.0)
Extg. 1" Water
to House
Extg. Hydrant
Approximate Wetlands
Limit per DEP
Wetlands 2011
50' Upland Review
Area
SNET
2749
BIT.CONC.
APRON
R
2
0
ZO
N
E
R20 ZONE
C-1 ZONE
C-
1
ZON
E
C
-
1
Z
O
N
E
BENCHMARK HELD
EXTG NAIL FND IN POLE
ELEV. = 77.4 EX. 8" SEWERMH
1112131415161819202122 10
987654321
17
W
W
W
W
W
W
W
PROPOSED WATER UTILITY GATE
VALVES AND SERVICE LINES FINAL
LOCATION BY UTILITY COMPANY WW
NEW 12"x4" TAP AT THE MAIN
w/ SPLIT DUAL 2" VALVES
New 2" Wa
t
e
r
L
i
n
e
N
e
w
2
"
W
a
t
e
r
L
i
n
e
NEW SAN MH-1
INV IN / OUT = 68.3
2"Ø
P
V
C
S
A
N
I
T
A
R
Y
F
O
R
C
E
M
A
I
N
Sewer
Inv=64.8
Sewer
Inv=64.7
Sewer
Inv=63.3
Sewer
Inv=63.2
6" D.I. FIRE MAIN
RIM=64.8
SAN MH / LIFT STATION AS
MFG. BY eONE GRINDER
PUMP SYSTEMS - MODEL
WH483 or WR483 w/
EMERGENCY POWER
BACKUP - SEE DETAIL ON
SHEET C-6.3
Inv In= 60.8
Sewer
Inv=69.4
Sewer
Inv=67.9
Sewer
Inv=67.8
Sewer
Inv=66.4
Sewer
Inv=66.3
Sewer
Inv=64.8
Sewer
Inv=64.7
Sewer
Inv=63.1
6"Ø PVC SDR35
@0.03 TYP.
ETC
ETC
ETC
ETC
ETC
PROPOSED ETC
SERVICE DROP
ELECTRIC METER
BANK
ELECTRIC METER
BANK
PROPOSED E,T,C
SERVICE DROP
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 W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
RIM=76.3
6" PVC SDR35
SANITARY
6" PVC SDR35
SANITARY
INV = 68.2
EXTG.
SANITARY LINE
TO REMAIN
EXTG. SAN LINE TO BE
ABANDONED BETWEEN
EXTG. HOUSE AND NEW MH
34" K SERVICE
AND VALVE
(TYP)
4"Ø PVC SANITARY
LATERAL FROM
EACH UNIT (TYP)
4" PVC FROM
EACH UNIT (TYP)
34" K SERVICE
AND VALVE
(TYP)
2" FORCE MAIN
Sewer
Inv=69.5
EXTG. WATER LINE TO
BE CAPPED AND
REMOVED
PROPOSED
FIRE HYDRANT
& VALVE
4"Ø CLEANOUT
PVC (SANITARY)Sewer
Inv=66.4
Sewer
Inv=66.5
Sewer
Inv=68.0
Sewer
Inv=68.1
Sewer
Inv=69.4
Sewer
Inv=69.5
Sewer
Inv=71.0
Sewer
Inv=71.1
Sewer
Inv=72.4
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
2" PVC FORCE
MAIN TO MH
C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.Inv=69.3
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANC.O.Inv=69.3 C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
10' (Typ)11'
(Typ
)
2"Ø PVC SANITARY
FORCE MAIN
RIM=65.1
SAN MH / LIFT STATION AS
MFG. BY eONE GRINDER
PUMP SYSTEMS - MODEL
WH483 or WR483 w/
EMERGENCY POWER
BACKUP - SEE DETAIL ON
SHEET C-6.3
Inv In= 61.1
16 L.F. 4" PVC
@0.01 MIN (TYP)
16 L.F. 4" PVC
@0.01 MIN (TYP)
W
W
W
W W W W W W W W W
MH
MH
6"Ø PVC SDR35
@0.04 TYP.
NEW 12"x6" TAP FOR FIRE
SERVICE LINE WWW2" ATERIAL LOOP
ISOLATION VALVE
ISOLATION VALVES
BLOW OFF
HYDRANT
BLOW OFF
HYDRANT
NOTES:
MAP REFERENCES:
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.crd8/11/2022 5:35 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
EROSION &
SEDIMENT
CONTROL PLAN
1.THIS PLAN IS FOR THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION OF A
RESIDENTIAL DEVELOPMENT WITH PARKING, AND MISCELLANEOUS LANDSCAPING ALONG THE CT ROUTE 32.
THIS PLAN IS NOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS
REQUIRED FOR BIDDING AND CONSTRUCTION.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3.THE PROPOSED DEVELOPMENT SHOWN HEREON HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 15.1 OF
THE ZONING REGULATIONS.
4.ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED
SOIL EROSION AND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THE
CONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THE
CONNECTICUT GUIDELINES FOR EROSION 2002 AS AMENDED.
5.RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH
UPON COMPLETION OF CONSTRUCTION.
6.SEE SHEET C-4.2 FOR EROSION CONTROL NOTES AND DETAILS.
7.ANY FUTURE CONSTRUCTION STAGING AREAS (OFFICE TRAILER, LAYDOWN, ETC.) SHALL REQUIRE REVIEW AND
APPROVAL BY THE ZONING OFFICIAL OR PLANNING DIRECTOR.
SEDIMENT TRAP CALCULATIONS
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BY
FULLER ENGINEERING AND LAND SURVEYING, LLC.NORWICH-NEW LONDONROAD (CT ROUTE 32)EXTG. GARAGE
EXTG. HOUSE
>>>>>>>>>>>>PARCEL AREA
79,607 S.F.
1.83 AC
WOODED
AREA
48" TREE
EXIST
ING
TREEL
INE
45
50
50
55
55
60
60
65
6570
70
75
75
4242
42
43
43
44
44
46
47
47
48
48
49
49
51
51
52
5253
53
54
54
56
56
57
57
58
58
59
59
61
61
6262
63
63
64
6466
66
67
67
68
68
69
6971
71
72
72
7373
747476
76 45
50
55
60
6570
75
444647484951525354565758596162636466676869717273
74
7677
S69° 36' 08"E372.03'
S22° 35'
2
2
"
E
214.50'
N74° 06' 41"W332.13'N74° 06' 41"W179.29'
N17° 56
' 34"E197.30'PROPOSED SILT
FENCE
SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF
S
F
SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
PROPOSED ANTI
TRACKING APRON
SILT FENCE WITH
HAYBALE
BACKING AT TOE
OF SLOPESFSF
SFSF
SF SFSFSFPROPOSED STOCKPILE
AREA RINGED WITH SILT
FENCE AND HAYBALE
BACKING.
PROPOSED SILT SACK
AND SEDIMENT TRAP
(TYP) - LEAVE FRAMES
AND GRATES HIGH
DURING CONSTRUCTION
TEMPORARY SEDIMENT BASIN -
ELEVATION IS SUBJECT TO CHANGE
THROUGHOUT CONSTRUCTOIN -
MINIMUM CAPACITY = 179 CY (4,843
CF MIN) - STABILIZE & RESTORE TO
EXTG. GRADE AFTER LEVEL
SPREADER HAS BEEN INSTALLED
TEMPORARY DIVERSION
BERM w/STONE CHECK
DAMS AT 50' O.C. (TYP) -
RELOCATE AS REQUIRED
DURING CONSTRUCTION
TEMPORARY DIVERSION
BERM w/STONE CHECK
DAMS AT 50' O.C. (TYP) -
RELOCATE AS REQUIRED
DURING CONSTRUCTION
....
......
....
....
PUBLIC
R
O
A
D
GRADATION TABLE
TYP ANTI TRACKING APRON DETAIL
SCALE: N.T.S.
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.crd8/11/2022 11:14 AMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
EROSION & SEDIMENT
CONTROL NOTES
& DETAILS
WHEREVER SILT FENCE RUNS ACROSS
OR PERPENDICULAR TO SURFACE
CONTOURS, 10-FOOT LONG WINGS OF
SILT FENCE PLACED PERPENDICULAR TO
THE MAIN RUN OF SILT FENCE SHOULD
BE PROVIDED AT APPROXIMATE
INTERVALS OF 50-FEET.
SILT FENCE PROTECTION DETAIL
SCALE: NTS
3. BACKFILL THE
TRENCH AND
COMPACT THE
EXCAVATED SOIL.
2. ATTACH FILTER FABRIC
TO THE POSTS AND
EXTEND IT TO THE
TRENCH.
SILT FENCE1. SET POSTS AND
EXCAVATE A 6"x6"
TRENCH, SET
POST
DOWNSLOPE.
WOOD POSTS
ANGLE 10°
UPSLOPE FOR
STABILITY AND
SELF CLEANING
COMPACTED
BACKFILL
BOTTOM OF
DRAINAGE WAY
ELEVATION
POINTS "A" SHOULD BE HIGHER
THAN POINT "B"PLAN VIEW
90°
12" MIN.DEPTH
A
B A
BFLOW 1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION RESTRAINT
1/4" NYLON ROPE
2"x2"x3/4" RUBBER BLOCK
SILT SACK
NOTE: REGULAR FLOW = 40 GAL./MIN./SF
HIGH FLOW = 200 GAL./MIN./SF
SILT SACK INLET PROTECTION DETAIL
SCALE: NTS
3'
2'4'
5'5'
STOCKPILE PROTECTION DETAIL
SCALE: NTS
EXISTING GRADE
TWO (2) 2x2 STAIES, OR EQUAL
PER BALE DRIVEN ONE FOOT (1')
INTO GROUND. DRIVE STAKES
FLUSH WITH BALES.
COMPACT SOIL AROUND
OUTER PERIMETER OF
BALES
TEMP. PROTECTION: INSTALL
TARP COVER
LONGER PROTECTION: SEED
WITH ANNUAL RYE MIXSOIL (EXCAVATED
MATERIAL OR IMPORTED)
STONE CHECK DAM DETAIL
SCALE: NTS
2 ACRES OR LESS OF DRAINAGE AREA
(DOWNSTREAM VIEW)
2"-3" CLEAN STONE
GEOTEXTILE FABRIC
2
FLOW
6"
Z=%
WATER FLOW
H
2"-3" CLEAN STONE
FLOW
RIPRAP
(DOWNSTREAM VIEW)
H
GENERAL RULE FOR SPACING:
THE ELEVATION OF THE BOTTOM OF THE
UPSTREAM BERM SHOULD BE EQUAL TO THE
ELEVATION OF THE TOP OF THE SUCCEEDING
DOWNSTREAM BERM.
2-10 ACRES OF DRAINAGE AREA
H
H
D
6"
TOP OF BANK
TOP OF BANK
A
A
B
B
ELEVATION A ELEVATION B
NOTE: SEE SITE MAP FOR LOCATION OF
CHECK DAM(S).
1
2
1
2
1
2
1
GEOTEXTILE FABRIC
(ENGINEER TO SPECIFY)(ENGINEER TO SPECIFY)
H
6"6"
FLOW LINE
CHECK DAMS IN SWALE
TOP OF BANK
8" FREEBOARD
8" FREEBOARD
TYPICAL VEE-SHAPED DIVERSION
DESIGN FLOWDEPTH
TYPICAL TRAPEZOIDAL DIVERSION
DESIGN FLOW
DEPTH
DESIGN FLOW
8" FREEBOARD
DEPTH
TYPICAL PARABOLIC DIVERSION
SEE D
E
SI
G
N
S
L
O
P
E(
S)
OVERLAND
FLOW
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTES:
1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR
BENCH ADJACENT SOILS PRIOR TO PLACING BERM.
2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED
AND STABILIZED.
3. REFER TO E&S PHASE I & II FOR TEMPORARY AND/OR
FINAL STABILIZATION MEASURES.
4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL.
DIVERSION BERM DETAIL
SCALE: NTS
SEDIMENT & EROSION CONTROL NARRATIVE
THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE EXISTING
ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND ANY ADJACENT
WETLAND AREA AND WATER COURSE FROM SEDIMENT LADEN SURFACE RUNOFF AND
EROSION.
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS ARE TO
BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE EROSION AND
CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER DEVELOPMENT. THE MINIMUM
STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE OUTLINED IN THE "CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" 2002 EDITION AS AMENDED TO
DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBED
HEREIN.
CONSTRUCTION SCHEDULE
THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS MAY 2022 WITH COMPLETION
ANTICIPATED BY DECEMBER 2022. APPROPRIATE EROSION CONTROL MEASURES AS
DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE
COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION ACTIVITY. SCHEDULE WORK TO
MINIMIZE THE LENGTH OF TIME THAT BARE SOIL WILL BE EXPOSED.
CONSTRUCTION SEQUENCE
1.INSTALLATION OF SEDIMENT AND EROSION CONTROLS
2.CLEARING AND GRUBBING OPERATIONS
3.INSTALLATION OF DIVERSION BERMS AND SEDIMENT BASIN
4.STRIPPING AND STOCKPILING OF TOPSOIL
5.ROUGH GRADING AND EASTERN WALL CONSTRUCTION AND BACKFILL IN CONJUNCTION
WITH BASEMENT EXCAVATION.
6.INSTALLATION OF LEVEL SPREADER
7.FINAL FILL OPERATIONS IF SUBSOIL IMPORT IS REQUIRED
8.FOUNDATION / BUILDING CONSTRUCTION
9.INSTALLATION OF SITE UTILITIES
10.INSTALLATION OF PAVEMENTS AND CURBING
11.INSTALLATION OF LANDSCAPE AND LIGHTING
12.SITE STABILIZATION
13.REMOVAL OF SEDIMENT AND EROSION CONTROLS AFTER APPROVAL BY TOWN
CONTINGENCY EROSION PLAN
THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES AND WILL BE
REQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONDITION. THE AGENTS OF
THE TOWN , INLAND WETLANDS COMMISSION AND/OR PROJECT ENGINEER SHALL HAVE THE
AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR ADDITIONAL MEASURES IF FIELD
CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE ANTICIPATED.
OPERATION REQUIREMENTS
CLEARING AND GRUBBING OPERATIONS:
1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THE CONSTRUCTION
OF TEMPORARY SEDIMENTATION TRAPS WILL BE INSTALLED PRIOR TO THE START OF
CLEARING AND GRUBBING OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES,
THE CONTRACTOR SHALL NOT PROCEED WITH GRADING, FILLING OR OTHER
CONSTRUCTION OPERATIONS UNTIL THE ENGINEER HAS INSPECTED AND APPROVED ALL
INSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING AND GRUBBING
OPERATIONS SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENTATION
AND EROSION CONTROL DEVICES.
4.FOLLOWING THE COMPLETION OF CLEARING AND GRUBBING OPERATIONS, ALL AREAS
SHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR PROCESSED AGGREGATE STONE
AS SOON AS PRACTICAL.
ROUGH GRADING OPERATIONS:
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THE GRADING
PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILED FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED BY A
SILTATION FENCE.
3.IN REGARD TO THE ROCK CUT RETAINING WALL CONSTRUCTION, DURING SITE
EXCAVATION AND GRADING, SHOULD LEDGE ROCK PRESENT ITSELF IN THE LOCATION OF
THE REAR RETAINING WALL, ITS EXPOSURE AS FINISHED GRADE MAY BE PERMITTED BY
STAFF APPROVAL INSTEAD OF SOME OR ALL THE MASONRY BLOCK RETAINING WALL,
SUBJECT TO SUBMISSION AND ACCEPTANCE OF A CERTIFIED REPORT FROM A
CONNECTICUT LICENSED GEO-TECHNICAL ENGINEER BEING PROVIDED VERIFYING THAT
THE EXPOSED LEDGE ROCK IS STABLE ENOUGH TO SUPPORT THE SLOPE. SAID REPORT
SHALL INCLUDE RELATED CONSTRUCTION DETAILS, AS WELL AS DETAILS OF HOW THE
SOIL AT THE TOP OF THE EXPOSED SLOPE WILL BE CONTAINED AND MAINTAINED IN THE
LONG TERM TO PREVENT EROSION.
FILLING OPERATIONS:
1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE
PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY THE
ENGINEER AND AS SHOWN ON THIS PLAN.
2. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY DIVERSION DITCHES
SHALL BE RAISED OR LOWERED, AS NECESSARY, TO DIVERT SURFACE RUNOFF TO THE
SEDIMENT BASINS.
FINAL GRADING AND PAVING OPERATIONS:
1. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACED
EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH AND VEGETATION. ALL
SLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAY SHOULDER AND BANKS SHALL
BE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS
ESTABLISHED.
2. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS TO BE
PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND UNDERGROUND UTILITIES
AND STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED.
3. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEED, MULCH AND LANDSCAPING,
REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY AFTER ALL AREAS HAVE
BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND THE SITE HAS BEEN
INSPECTED AND APPROVED BY THE TOWN, EASTERN CONNECTICUT SOILS CONSERVATION
DISTRICT, INLAND WETLANDS COMMISSION.
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES
I.SILTATION FENCE:
A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINE LOCATION.
B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND HAMMER THE
POST AT LEAST 1.5 FEET INTO THE GROUND.
C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT
UNDERMINING BY STORM WATER RUN-OFF.
D. BACKFILL THE TRENCH AND COMPACT.
OPERATION AND MAINTENANCE OF SEDIMENTATION AND EROSION CONTROL MEASURES
I. SILTATION FENCE:
A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTER EACH
RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE REPLACED AND
PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THEY EXCEED
A HEIGHT OF ONE FOOT.
II. SEDIMENT TRAPS:
A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALL SEDIMENT
AND EROSION CONTROL DEVICES AND HAVE THEM READILY AVAILABLE ON-SITE AT ALL
TIMES FOR INSPECTION BY CT DEEP, LOCAL AUTHORITIES OR ENGINEER.
B. ALL SEDIMENT BASINS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF
SLOPES SHALL BE PROMPTLY MADE AS NEEDED. EROSION CONTROL BLANKETS MAY BE
USED FOLLOWING REPAIR OF SLOPE AS DIRECTED BY THE ENGINEER.
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT BASINS AND/OR SEDIMENT
TRAPS WHEN THEY EXCEED A HEIGHT OF ONE FOOT UNLESS OTHERWISE INDICATED ON
THE EROSION CONTROL PLANS AND DETAILS TO BE AT A SPECIFIC ELEVATION PER
CLEAN OUT MARKERS.
D. SEDIMENT SHALL BE DISPOSED OF ON-SITE OR AS DIRECTED BY THE ENGINEER AND
LOCAL GOVERNING OFFICIALS. SEE SEDIMENT AND EROSION CONTROL NOTES HEREIN
REGARDING DISPOSAL REQUIREMENTS FOR OFF SITE SPOIL DISPOSAL.
III.CHECK DAMS:
A. ALL STONE CHECK DAMS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF
STONE CHECK DAMS SHALL BE PROMPTLY MADE AND ACCUMULATED SEDIMENT
REMOVED WHEN IT REACHES ONE HALF OF THE HEIGHT OF THE CHECK DAM.
IV. TEMPORARY/PERMANENT DRAINAGE SWALES:
A. SWALES SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF ANY WASHED
OUT OR ERODED SLOPES SHALL BE MADE PROMPTLY AND THE AREA SHALL BE
RE-SEEDED AS NECESSARY.
B. EROSION CONTROL BLANKETS MAY BE USED TO REPAIR ERODED SWALES AS DIRECTED
BY THE ENGINEER OR TOWN AGENT.
EROSION AND SEDIMENT CONTROL PLAN
1. SILTATION FENCE WILL BE INSTALLED AT ALL CULVERT OUTLETS IF CULVERT OUTLETS ARE
APPLICABLE TO THIS PROJECT AND ALONG THE TOE OF ALL CRITICAL CUT AND FILL SLOPES.
2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS; ENERGY
DISSIPATERS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND AS NECESSARY.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN ACCORDANCE
WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION.
4. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO
CONSTRUCTION WHENEVER POSSIBLE
5. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE
CONSTRUCTION PERIOD.
6. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD,
IF NECESSARY OR REQUIRED OR AS DIRECTED BY THE CIVIL ENGINEER OR BY LOCAL
GOVERNING OFFICIALS.
7. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED IN A
MANNER WHICH IS CONSISTENT WITH THE INTENT AND REQUIREMENTS OF THE EROSION
CONTROL PLANS, NOTES, AND DETAILS.
8. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND
SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND
MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE
CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN.
SEDIMENT AND EROSION CONTROL NOTES
1.THE OWNER IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSION
CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPER INSTALLATION AND
MAINTENANCE OF EROSION CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED
WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THIS
PLAN, INFORMING THE GOVERNING AUTHORITY OR INLAND WETLANDS AGENCY OF ANY
TRANSFER OF THIS RESPONSIBILITY, AND FOR CONVEYING A COPY OF THE SEDIMENT &
EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED.
2.AN EROSION CONTROL BOND MAY BE REQUIRED TO BE POSTED WITH THE TOWN TO
ENSURE IMPLEMENTATION OF THE EROSION CONTROL MEASURES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE POSTING OF THIS BOND AND FOR INQUIRIES TO THE
TOWN FOR INFORMATION ON THE METHOD, TYPE AND AMOUNT OF THE BOND POSTING
UNLESS OTHERWISE DIRECTED BY THE OWNER.
3.VISUAL SITE INSPECTIONS SHALL BE CONDUCTED WEEKLY, AND AFTER EACH
MEASURABLE PRECIPITATION EVENT OF 0.10 INCHES OR GREATER BY QUALIFIED
PERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TO
ASCERTAIN THAT THE EROSION AND SEDIMENT CONTROL (E&S) BMPS ARE OPERATIONAL
AND EFFECTIVE IN PREVENTING POLLUTION. A WRITTEN REPORT OF EACH INSPECTION
SHALL BE KEPT, AND INCLUDE:
A)A SUMMARY OF THE SITE CONDITIONS, E&S BMPS, AND COMPLIANCE; AND
B)THE DATE, TIME, AND THE NAME OF THE PERSON CONDUCTING THE INSPECTION
4.THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN
ACCORDANCE WITH THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL, PREPARED BY CTDEEP, LATEST EDITION IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS, AND AS DIRECTED BY THE TOWN. THE CONTRACTOR SHALL KEEP A COPY OF
THE GUIDELINES ON-SITE FOR REFERENCE DURING CONSTRUCTION.
5.ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY
BE INSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BY THE
CONTRACTOR, OWNER, CIVIL ENGINEER, THE TOWN, EASTERN CONNECTICUT SOILS
CONSERVATION DISTRICT, INLAND WETLANDS COMMISSION, OR GOVERNING AGENCIES.
THE CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING
AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN THOSE SHOWN ON
THE PLANS ARE PROPOSED.
6.THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS BEFORE AND
AFTER EACH STORM (0.10 INCHES OR GREATER RAINFALL), OR AT LEAST WEEKLY, TO
VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERE
NECESSARY.
7.THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY BALES,
SILT FENCE, JUTE MESH,RIP RAP ETC.) ON-SITE FOR MAINTENANCE AND EMERGENCY
REPAIRS.
8.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING OR CONSTRUCTION. ALL
CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE (LOD), WHICH
SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES, RIBBONS, OR OTHER
MEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL
SIDE OF THE SILT FENCE UNLESS WORK IS SPECIFICALLY CALLED FOR ON THE DOWNHILL
SIDE OF THE FENCE.
9.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL
EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THE LIMIT OF PILE.
PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE FOR MORE THAN 7
DAYS.
10.SEDIMENTATION TRAPS SHALL PROVIDE 134 CUBIC YARDS OF SEDIMENT STORAGE PER
DISTURBED ACRE CONTRIBUTING TO THE TRAP. PROVIDE TRAP VOLUMES FOR ALL
DISTURBANCE ON SITE.
11.MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY
MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZED PERIOD) USING
PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES AND
SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF NECESSARY, REPLACE
LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH.
MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGING
AREAS MAY BE HYDROSEEDED WITH TACKIFIER.
12.SILT FENCE AND OTHER SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN
ACCORDANCE WITH CONTRACT DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS
PRIOR TO WORK IN ANY UPLAND AREAS.
13.EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE STOCKPILED ON UPHILL
SIDE OF SILT FENCE.
14.INSTALL SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTION, PARTICULARLY,
BURY LOWER EDGE OF FABRIC INTO GROUND. SILT FENCE SHALL BE MIRAFI ENVIROFENCE,
AMOCO SILT STOP OR EQUIVALENT APPROVED BY THE CIVIL ENGINEER. FILTER FABRIC
USED SHALL BE MIRAFI 100X OR EQUIVALENT. SEE SPECIFICATIONS FOR FURTHER
INFORMATION.
15.WHERE INDICATED ON EROSION CONTROL PLANS USE NEW HAY BALES AND REPLACE
THEM WHENEVER THEIR CONDITION DETERIORATES BEYOND REASONABLE USABILITY.
STAKE HAY BALES SECURELY INTO GROUND AND BUTT TIGHTLY TOGETHER TO PREVENT
UNDERCUTTING AND BYPASSING.
16.INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, SEDIMENT TRAPS, AND
DEWATERING PITS AS SHOWN AND AS NECESSARY DURING VARIOUS PHASES OF
CONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED. LOCATION OF
TEMPORARY SEDIMENT TRAPS WILL REQUIRE REVIEW AND APPROVAL BY THE CIVIL
ENGINEER AND GOVERNING OFFICIAL.
17.BLOCK THE OPEN UPSTREAM ENDS OF DETENTION BASIN/SEDIMENTATION BASIN OUTLET
CONTROL ORIFICE UNTIL SITE IS STABILIZED. CONVERT TEMPORARY SEDIMENT BASINS TO
PERMANENT DETENTION BASINS ONCE SITE HAS BEEN STABILIZED. CLEAN OUTLET
CONTROL STRUCTURES AS NECESSARY AND REMOVE ACCUMULATED SEDIMENT FROM
BOTTOM OF BASIN. BLOCK END OF STORM SEWERS IN EXPOSED TRENCHES WITH BOARDS
AND SANDBAGS AT THE END OF EACH WORKING DAY WHEN RAIN IS EXPECTED.
18.SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS
FREQUENTLY IF TRACKING IS NOT A PROBLEM) DURING CONSTRUCTION. OTHER DUST
CONTROL MEASURES TO BE USED AS NECESSARY INCLUDE WATERING DOWN DISTURBED
AREAS, USING CALCIUM CHLORIDE, AND COVERING LOADS ON DUMP TRUCKS.
19.PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE SEDIMENT TRAPS
DURING CONSTRUCTION AND CLEAN ACCUMULATED SILT WHEN NECESSARY OR WHEN
ONE FOOT OF SEDIMENT HAS ACCUMULATED OR PER SPECIFIC CLEANOUT MARKER
ELEVATION. REMOVE ACCUMULATED SEDIMENT FROM BEHIND SILT FENCE WHEN LEVEL
REACHES HALF THE HEIGHT OF THE HAY BALE OR ONE FOOT AT SILT FENCE. DISPOSE OF
SEDIMENT LEGALLY EITHER ON OR OFF SITE.
20.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE
POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR
SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) TO ELIMINATE THE
POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.
21. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF UTILITY AND STORM
PIPE TRENCHES SO AS TO ALLOW THE TRENCH TO INTERCEPT ALL SILT LADEN RUNOFF.
22. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS
A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT
NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE
EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER
MOVEMENTS.
23.MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE
CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPON COMPLETION OF WORK
SWEEP PARKING LOT AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS WHEN
AUTHORIZED BY LOCAL GOVERNING AUTHORITY. FILE NOT (NOTICE OF TERMINATION) WITH
GOVERNING AUTHORITY RESPONSIBLE FOR REGULATING STORM WATER DISCHARGES
FROM CONSTRUCTION ACTIVITIES PER NPDES.
C-5.1
LANDSCAPE
& LIGHTING
PLAN
1"=20'
TREE PLANTING
SCALE: NTS
PRUNING SHALL BE IN ACCORDANCE
WITH APPROVED HORTICULTURAL
STANDARDS IN ORDER TO PRESERVE
THE NATURAL FORM OF THE SPECIFIC
PLANTS. IF APPLICABLE & APPROVED
BY THE LANDSCAPE ARCHITECT,
ONE-FOURTH TO ONE-THIRD OF THE
WOOD SHALL BE REMOVED BY
THINNING OUT TO BALANCE ROOT
LOSS DUE TO TRANSPLANTING.
NOTE
5' x 5' TREE PLANTING AREA - 24 SF (MIN.)
CUT BURLAP AND WIRE BASKETS,
REMOVE FROM TOP 1/3 OF ROOT BALL
3" BARK MULCH
3" SOIL SAUCER TYP.
FINISHED GRADE
TOPSOIL
SUBSOIL
PLANTING SOIL MIXTURE, SEE
LANDSCAPE NOTES. EACH TREE TO
BE PROVIDED A MINIMUM OF 12 C.F.
OF LOAM INCORPORATED INTO SOIL
PLANTING MIXTURE
SET TOP OF ROOT BALL
AT OR SLIGHTLY ABOVE
FINISHED GRADE
24" (MIN.)
5'
SCARIFY GLAZED SIDES
OR HARDENED SURFACE
IF PITS ARE DUG WITH
AUGERING DEVICE
REMOVE ROCK 18'' MIN
BELOW PLANT PIT
DEPTH.
18" (MIN.)
TOP OF LEDGE
GENERAL NOTES
1. ALL PLANTING MIXES SHALL BE PREPARED PRIOR TO DELIVERY TO SITE
2. PLANTING MIX FOR TREES AND SHRUBS SHALL BE AS FOLLOWS
3 PARTS SCREED TOPSOIL
1 PART CLEAN WASHED COARSE SAND
1 PART PEAT HUMUS
5 LBS. COMPOST PER CUBIC YARD OF MIX
3. MYCORRHIZAL INNCOULANT TO BE MYCOR TREE SAVER TRANSPLANT BY PLANT HEALTH CARE, INC.
(1-800-421-9051) OR APPROVED EQUAL.
4. TERRASORB AVAILABLE FROM PLANT HEALTH CARE, INC. OR APPROVED EQUAL
5. SUBMIT CERTIFICATION OF PLANTING MIX FOR TREES AND SHRUBS FROM SOIL DISTRIBUTOR.
6. TOPSOIL MIX SHALL INCLUDE:
3 PARTS SCREENED TOPSOIL
1 PART SAND
1 PART HUMUS
5 LBS. COMPOST PER CU. YD. OF MIX
7. TOPSOIL:
A. PROVIDE A NATURAL, FERTILE, FRIABLE, NATURAL LOAM SURFACE SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. OF UNIFORM COMPOSITION THROUGHOUT AND WITHOUT ADMIXTURES OF
SUBSOIL, AND FREE OF STONES, LUMPS, PLANTS, ROOTS, STICKS OR OTHER EXTRANEOUS MATTER.
B. TOPSOIL SHALL CONTAIN NOT LESS THAN 4% NOR MORE THAN 20% ORGANIC MATTER AS DETERMINED BY
THE WET COMBUSTION METHOD.
C. MECHANICAL ANALYSIS
SCREEN SIZE % BY WEIGHT PASSING
1"100
V4"97 - 100
NO. 200 20 - 65
D. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TESTING AND ANALYSIS OF EXISTING AND IMPORTED
SOILS. FURNISH A SOIL ANALYSIS MADE BY A QUALIFIED INDEPENDENT SOIL - TESTING AGENCY STATING
PERCENTAGES OF ORGANIC MATTER, INORGANIC MATTER (SILT, CLAY, AND SAND), DELETERIOUS MATERIAL,
PH, AND MINERAL AND PLANT - NUTRIENT CONTENT OF TOPSOIL.
E. REPORT SUITABILITY OF TOPSOIL FOR LAWN AND SHRUB PLANTING GROWTH. RECOMMEND QUANTITIES
OF NITROGEN, PHOSPHORUS. AND POTASH NUTRIENT AND ANY LIMESTONE, ALUMINUM SULFATE, OR OTHER
SOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY TOPSOIL.
PLANTING SOIL NOTES
1. BE AWARE OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR PLANTING OPERATIONS.
USE CARE TO PROTECT EXISTING UTILITIES FROM DAMAGE, CONTACT "CALL BEFORE YOU DIG"
PRIOR TO EXCAVATION.
2.ALL PLANTINGS ARE TO BE INSTALLED BY A QUALIFIED LANDSCAPE CONTRACTOR.
3.THE CONTRACTOR SHALL BE REQUIRED TO CARRY WORKMEN'S COMPENSATION INSURANCE AND
COMPREHENSIVE GENERAL LIABILITY INSURANCE. CERTIFICATES WILL BE REQUIRED PRIOR TO
SIGNING CONTRACTS.
4.CONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. CONTRACTOR SHALL MAINTAIN A SAFE
JOBSITE AT ALL TIMES.
5.CONTRACTOR SHALL BE FAMILIAR WITH THE SITE VERIFY ALL DIMENSIONS, GRADES AND EXISTING
CONDITIONS. REPORT ANY DISCREPANCIES TO LANDSCAPE DESIGNER.
6.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED FOR
COMPLETING WORK.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL EXCAVATED SOIL, BRUSH AND DEBRIS
OFF-SITE IN A SAFE AND LEGAL MANNER.
8.NOTIFY OWNER OR LANDSCAPE DESIGNER 72 HOURS MINIMUM IN ADVANCE OF STARTING PLANTING
OPERATIONS. RECEIVE APPROVAL FOR LAYOUT OF ALL BED LINES AND MATERIAL LOCATIONS PRIOR
TO INSTALLATION.
9.PROTECT EXISTING VEGETATION TO REMAIN FROM DAMAGE DURING CONSTRUCTION. IT IS THE
INTENT OF THIS CONTRACT TO AVOID ANY DISTURBANCE TO EXISTING VEGETATION ON THE SITE
OTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL. ADJUSTMENTS SHALL BE MADE IN
THE FIELD AT THE DIRECTION OF THE LANDSCAPE DESIGNER.
10.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PLANTING, SEEDING AND TREE WORK WITH
OTHER TRADES. RESPECT OTHER TRADES WORK AT ALL TIMES.
11.CONTRACTOR IS TO EXERCISE EXTREME CARE DURING THE COURSE OF DEMOLITION AND
REMOVALS ANY DAMAGE TO EXISTING FACILITIES, UTILITIES OR TREES TO REMAIN SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE IN KIND.
12.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL AREAS DAMAGED TO PRE-EXISTING
CONDITIONS AS A RESULT OF PLANTING OPERATIONS TO OWNERS AND/OR LANDSCAPE DESIGNERS
APPROVAL.
13.VEGETATION TO BE REMOVED, NOT INDICATED ON PLAN, SHALL BE TAGGED IN FIELD BY LANDSCAPE
DESIGNER.
14.THE LANDSCAPE DESIGNER RESERVES THE RIGHT TO REJECT INFERIOR PLANT MATERIALS AND
SUBSTITUTIONS. THE LANDSCAPE DESIGNER IS WILLING TO MAKE TWO TRIPS TO SUPPLIERS TO TAG,
REVIEW AND APPROVE MATERIALS. PREVIOUSLY UNAPPROVED MATERIALS MAY BE REJECTED AT
THE SITE. MINIMALLY, ALL MATERIALS WILL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY
STOCK" (ANSI Z60.1 - 2004) OF THE AMERICAN ASSOCIATION OF NURSERYMEN.
15.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN GOOD, HEALTHY AND
FLOURISHING CONDITION FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. THE
CONTRACTOR SHALL REPLACE, AS SOON AS WEATHER AND SEASONAL CONDITIONS PERMIT, ALL
DEAD PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION, AS DETERMINED BY THE
LANDSCAPE DESIGNER DURING, AND AT THE END OF THE GUARANTEE PERIOD. WARRANTY
REPLACEMENT WILL BE PROVIDED AT NO COST TO THE OWNER AND INCLUDE MATERIALS AND
LABOR. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE INCURRED DURING
REPLACEMENT OF WARRANTY MATERIALS.
16.WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES SHOWN ON THE PLANT LIST & THE
PLAN, USE THE QUANTITIES FROM THE PLAN.
17.PERENNIALS, GROUNDCOVERS & GRASSES TO BE FIELD LOCATED BY LANDSCAPE DESIGNER.
COORDINATE TO NOTIFY LANDSCAPE DESIGNER AT LEAST 72 HOURS IN ADVANCE OF EXPECTED
INSTALLATION DATE. ON THAT DATE ALL BEDS SHALL BE PREPARED & ALL PLANT MATERIAL SHALL
BE ON SITE.
18.PROVIDE A MINIMUM 6" TOPSOIL FOR ALL DISTURBED AREAS. SUBMIT SAMPLE OF TOPSOIL AND SOIL
TEST RESULTS FOR LANDSCAPE DESIGNER APPROVAL PRIOR TO DELIVERING TO SITE.
19.MULCH ALL BEDS SHOWN AS CONTINUOUS WITH A 3" MINIMUM OF DOUBLE SHREDDED CEDAR BARK
MULCH. SAMPLE TO BE SUBMITTED TO LANDSCAPE DESIGNER FOR APPROVAL.
20.ALL PLANT MATERIALS TO BE SOURCED FROM LOCALLY GROWN GROWERS.
21.TRANSPLANTED MATERIALS TO BE WATERED, HEELED IN AND TENDED BY CONTRACTOR UNTIL FINAL
PLACEMENT.
PLANTING NOTES
PROPOSED PLANT SCHEDULE
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.crd8/11/2022 5:39 PMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION.
2.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY THE LOCAL
MUNICIPALITY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.
3.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE CIVIL ENGINEER IF
THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD
CONDITIONS.
4.THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION
DETAILS OF BUILDING.
5.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED
DURING EXCAVATION, CONSULT THE CIVIL ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING
FURTHER WITH WORK.
6.SEE SHEET C-4.1 FOR SOIL EROSION AND SEDIMENT CONTROL MEASURES
MAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE
1"=20', BY FULLER ENGINEERING AND LAND SURVEYING, LLC.
LIGHTING NOTES
1.ALL LIGHT FIXTURES TO BE MOUNTED AND INSTALLED PER MANUFACTURER
SPECIFICATIONS.
2.ALL WORK AND RELATED MATERIALS SHALL COMPLY WITH CITY, COUNTY, AND OTHER
APPLICABLE GOVERNING AUTHORITY REQUIREMENTS.
3.SEE SHEET C-2.1 FOR THE PROPOSED LAYOUT.
4.ALL POLE LIGHT FIXTURES SHALL BE FITTED WITH HOUSE SHIELDS TO CONTROL
GLARE TO ADJACENT PROPERTIES.
CALLOUT FIXTURE DESCRIPTION NOTES
FIXTURE SCHEDULE
MODEL LUMENSSYMBOLQTY
P1 HUBBELL LIGHTING ASL LED SERIES, MODEL ASL-16L-4K-219-4-EHS, POWDER COATED ALUMINUM
DARK BRONZE.
123W 4K LED, TYPE 4 DISTRIBUTION, 20'
MOUNTING HEIGHT 11,25310PARKING LOT POLE LIGHT FIXTURE
W122 PATIO WALL LIGHT FIXTURE
W222 FRONT PORCH WALL LIGHT FIXTURE
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
8.9W 4K LED, 120V
8.9W 4K LED, 120V, 513 LUMENS
513
513
SHRUB / GROUNDCOVER PLANTING
SCALE: NTS
MULCH
NOTE
1.IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATE
AND MULCH ENTIRE BED.
3" SOIL SAUCER (TYP.)
TOPSOIL
SUBSOIL
SCARIFY SIDES
OF ROOT BALL
COMPACTED PLANTING
MIX BELOW BALL
SET TOP OF ROOT BALL AT OR
SLIGHTLY ABOVE FIN. GRADE
CUT BURLAP FROM TOP OF 1/3
OF ROOT BALL
PLANTING MIX
SCARIFY GLAZED SIDES OR
HARDENED SURFACE IF PITS
ARE DUG WITH AUGERING
DEVICES
CONTAINER GROWN
EQUALS TWICE
BALL DIAMETER
EQUALS TWICE
BALL DIAMETER
MIN.
6"
6"
MIN.6"
MIN.6"
MIN.
BALLED AND
BURLAPPED
20' R
25' R 10' R
10' R
1112131415161819202122 10
987654321
17
NORWICH-NEW LONDONROAD (CT ROUTE 32)MH
W
W
W
W
W
WW
ETC
ETC
ETC
ETC
W W W W W W W W
W W W W W W W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SANFM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM
FM
10' (Typ)10' (Typ)W
W
W W W W W W
MH
MH
(3) AR
(1) AR
(1) AS
(3) PJ
(1) AS
(3) PJ
(1) CF (1) CC
(1) CC
(1) CF (1) CF
(1) CF
(1) CF
(1) CF
(6) CF (26) ICC
EXTG. WOODLAND
AREA TO REMAIN
(5) AD
(1) CC(1) CF
(1) CF
RESTORE ALL DISTURBED
AREAS WITH NEW ENGLAND
SEED MIXTURES AS SPECIFIED
RESTORE ALL DISTURBED
AREAS WITH NEW ENGLAND
SEED MIXTURES AS SPECIFIED
APPROXIMATE LOCATION OF
OFF-SITE WETLAND (FIELD
LOCATED)
50' UPLAND REVIEW AREA
LAWN AREA (TYP)
LAWN
AREA (TYP)
LAWN
AREA (TYP)
LAWN
AREA (TYP)
(16) ICC
(1) CC
(1) AS
(5) AD
(3) PJ
(3) PJ
(3) AD
(3) PJ
(3) PJ
(3) AD
P1 P1
P1
P1
P1
P1
P1
W1
W2 W2 W2 W2 W2 W2 W2 W2
W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2
W2
W1
W2
W1 W1
P1
W1 W1 W1 W1 W1 W1 W1
P1
W1 W1 W1
W1 W1 W1 W1 W1 W1 W1 W1
P1
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.crd8/12/2022 9:56 AMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
EXTRUDED BITUMINOUS CONCRETE LIP CURBING DETAIL
SCALE: NTS DETAIL PER TOWN OF MONROE DPW STANDARD DRAWINGS
48°
21°
R=2"BITUMUNOUS
CONCRETE PAVEMENT
TACK COAT
ASPHALT PAVING
STANDARD DUTY
ASPHALT PAVING
HEAVY DUTY
PAVING DETAILS
SCALE: NTS
CLASS 1, 1.5" BIT. CONC.
WEARING COURSE
CLASS 4, 2.5" BIT. CONC.
BINDER COURSE
4" GRANULAR BASE
COURSE
9" GRANULAR
SUBBASE COURSE
COMPACTED
SUBGRADE
GRANULAR SUBBASE
COURSE
COMPACTED
SUBGRADE
CLASS 1, 1.5" BIT. CONC.
WEARING COURSE
CLASS 4, 1.5" BIT. CONC.
BINDER COURSE
4" GRANULAR BASE
COURSE
6" GRANULAR
SUBBASE COURSE
COMPACTED
SUBGRADE
6" PCC SURFACE
COURSE, 4,000 PSI
6" GRANULAR BASE
COURSE
WELDED WIRE FABRIC
6 x 6 - W2.0 x W2.0 (2" CLEAR)
HEAVY DUTY CONCRETE PAVING
CRUSHED STONE LEVELING PAD
(ASTM NO. 57 OR EQUIVALENT)
PERFORATED DRAIN W/ SOCK
(OR AS SPECIFIED BY ENGINEER)
(GRAVITY DRAIN TO OUTLET)
NON-WOVEN GEOTEXTILE FABRIC
DRAINSTONE (ASTM NO. 57 OR EQUIVALENT)
TO EXTEND AT LEAST 12" BEHIND BLOCKS
BASE ELEVATION
GROUND LEVEL
HEIGHT VARIES
SEE GRADING
PLAN
TOP BLOCK
2' 0"(Min. Bury Depth)
1'-0"(Leveling Pad)
GROUND LEVEL
BOTTOM BLOCK
SCALE: NTS
TYPICAL GRAVITY TYPE RETAINING
WALL SECTION DETAIL
REDI-ROCK MODULAR CONCRETE
RETAINING WALL - LEDGESTONE
RANDOM STACKED PATTERN OR
APPROVED EQUAL
6' HT.
STOCKADE
FENCE
4'
NOTE:
FINAL RETAINING WALL SYSTEM TO BE
DESIGNED AND INSPECTED BY A CONNECTICUT
LICENSED ENGINEER. STRUCTURAL DETAILS TO
BE SUBMITTED TO THE SATISFACTION OF THE
TOWN BUILDING INSPECTOR PRIOR TO
ISSUANCE OF BUILDING PERMIT.
DUMPSTER PAD ENCLOSURE - BOARD ON BOARD FENCE
SCALE: NTS
Mid-Railis standardon 4 1/2' and over
1" (Typ.) CLEARANCE (UNDER FENCE)
8'
91" (INSIDE MEASURE)
3/4 x 4 FACIA BOARD
1-3/16" x 1-5/8" END CLEAT
1 x 3 HORIZONTAL RAIL
3-1/4"
RAIL
EXTRA LONG POST NEEDED
FOR STEPPING
SECTION-FRAME SIDE DOUBLE GATE
FRAME SIDE
CAP
END VIEW
TOP VIEW
3/4 x 4
FACIAPOST6 x 6
1 x 3 HORIZ. RAIL
16d BOX NAIL GALV.
8' WIDE
1-3/16" x 1-5/8" END CLEAT
1-1/2" BEVELED EDGE
(TYP.)
POST
6'DARK BROWN WOOD STAIN
12"Ø CONC. FOUNDATION
12"Ø 12"Ø CONC. FOUNDATION TYP.
AT ALL CORNERS AND GATES
L
TIMBER GUIDE RAIL
SCALE: NTS
NOTES
1.ALL TIMBER TO BE PRESSURE TREATED CCA=0.40 PCF SOUTHERN YELLOW PINE
BOLT HEAD OR NUT
SHALL NOT PROTRUDE
FROM SURFACE OF RAIL
OR POST
10"2"
ANTI-CHECK SPLINE
(TYP.)
10" x 10" POST (TYP.)
4"
8"
1"-0"
4'-0"
GRADE
5" x 8"
CROSS
MEMBER
4 GALVANIZED CARRIAGE BOLTS.
COUNTER BORE REAR TO RECEIVE
NUT AND WASHER (TYP.)
8'-0" C TO C (TYP.)8'-0" END CONDITION (TYP.)L
10"
3"
2"
1" CHAMFER (TYP.)
TYPICAL ACCESSIBLE PARKING SPACE DETAIL
SCALE: NTS
NOTES
1.SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS
2.PROVIDE 2 COATS OF PAINT ON ALL SURFACES.
8' - 0"10'-0"
5' - 0"18' - 0"10' - 0"4" YELLOW PAINT LINES
AT 2' O.C. PAINTED AT
45° ANGLE
TAPERED CURB TO
FULL 6" REVEAL
PAINTED WHITE SYMBOL
ON BLUE BACKGROUND IN
ACCORDANCE WITH
FEDERAL STANDARDS
ACCESSIBLE SIGN WITH
BOLLARD BASE (TYP.)
FLUSH CONDITIONS
8' - 0"
VAN SPACE
DN DN
FULL WIDTH CAP STONE
RANDOM LAID STONE- FACE STONES
TO BE PREDOMINENTLY OF HORIZONTAL
NATURE w/MORTAR CORE. DEEP RAKED JOINTS
CONTINUOUS CONC. FOUNDATION
1
10
4' HT4"18"
FINISH GRADE
STONE WALL w/MORTAR CORE
SCALE: NOT TO SCALE
1
10
COMPACTED SUBGRADE
COMPACTED AGGREGATE BASE8"PROPOSED LIGHT POLE - P1
SCALE: NTS
.
..
..
.
...
..
.
..
..
.
.....
.
..
.FINISH GRADE
GROUNDING ROD
RIGID METAL
CONDUIT
CONCRETE FOUNDATION
WITH RUBBED SAND
FINISH
CURB
ANCHOR BOLTS
(SIZES PER
MFG)
PROVIDE GROUNDING
TYPE INSTALLATION
5" STEEL SQAURE POLE
HUBBELL LIGHTING MODEL
SSS, DARK BRONZE
18" MIN
30"4'2'16' MOUNTING HEIGHT2' DIA
LIGHT FIXTURE WITH
HOUSE SHIELD (SEE
LIGHTING SCHEDULE
AND NOTES)14' POLE HEIGHT8-7/8(22.5)3-3/4(9.5)
12-9/16(31.9)
All dimensions are inches (centimeters) unless otherwise indicated.
PROPOSED ACCENT LIGHT - AL1
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
SCALE: NTS
FULL WIDTH CAP STONE
COMPACTED BACKFILL
RANDOM LAID STONE- FACE STONES
TO BE PREDOMINENTLY OF HORIZONTAL
NATURE. WALL TO BE DRY SET
GRAVEL OR 1/2" STONE - 6" MIN.
1
10
HT. VARIES2' HT MAX3"18"
3"
FINISH GRADE
DRYSET STONE WALL
SCALE: NOT TO SCALE
NOTE:
ROUTINELY MAINTAIN ALL DRAINAGE SYSTEM
COMPONENTS AS SPECIFIED IN "APPENDIX 'O'
OPERATIONS AND MAINTENANCE PLAN" IN THE
ENGINEERING REPORT FOR THE LIFE OF THE
DRAINAGE SYSTEM
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.crd8/12/2022 9:56 AMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
NOTE: FILTER FABRIC
SHALL BE NON-WOVEN,
MEETING ASTM D-3776 AND
D-4491.
4'-0"
5'-0"
NOT TO SCALE
4'-6"4'-6"4'-6"
TYPICAL PARKING LOT PAVEMENT SECTION ON
6" MINIMUM COMPACTED PROCESSED
AGGREGATE BASE COURSE OR FINISHED
GRADE
FILTER FABRIC
4'-0"
8" MIN.
1" CRUSHED STONE
1" CRUSHED STONE BASE
6"
4'x8'x4' OR 4'x4'x4' PRE-CAST CONCRETE GALLEYS BY
CONNECTICUT PRE-CAST OR APPROVED EQUAL SEE
PLAN SHEET SU-1
AND SU-2 FOR EXTENTS & LIMITS
SLOPE SLOPE
2' SQ x 6" THICKCLASS B CONCRETE PAD
TAMP BACKFILL
VALVE BODY
AND DEPTH OF BURYVALVE BOX TO SUIT VALVE
WATER PIPE
ADJUST TOP SECTION
TO FINISH GRADE
VALVE BOX TO BE
ENTIRELY SUPPORTEDBY CONCRETE
BLOCKS OR BRICKS TOSUIT. VALVE BOX
MUST NOT BEAR ONVALVE OR PIPE.
GATE VALVE DETAIL
SCALE: NTS
TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER
3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH
DETERMINED BY GEOGRAPHICAL ENGINEER IN
PEAT AND UNSUITABLE SOIL AREAS
7" SAND BED FROM
MAIN TO METER PIT
(GAS LINE ONLY) 1'-0"
MIN IN ROCK.
12" SAND COVER OVER
PIPE
METAL STRIPS BURIED 12" ABOVE P.E.
PIPE EVERY 5' & AT BENDS (GAS LINES
ONLY) MARKING TAPE BURIED OVER
ELECTRIC AND TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT., TELE. AND
CATV. 3'-0" WHEN ELEC., CATV, & TEL.
ARE GROUPED IN TRENCH
BOTTOM OF
UTILITY
TRENCH
APPROVED COMPACTED
% MAX DRY BACKFILL (95
DENSITY) COMPACTION
PER ASTM D1557 IN 8"
LIFTS
3'-6" (FOR GAS & WATER)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
10"
CAST IRON COVER
CLEAN-OUT PLUG
CAST IRON CLEAN OUT
18"x18" PAD 28 DAY 3000
PSI CONCRETE
GRADE
4" PVC
4"- 45° ELBOW
END CAP
6" X 4" TEE "Y"
UNDERGROUND
PIPING
PIPE SIZE PER PLAN
STORM CLEANOUT DETAIL
SCALE: N.T.S
CLEAN-OUT BOX IS
INDEPENDENT OF PIPE
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORT
SYSTEM AS
REQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PER
UNIFIED SOIL CLASSIFICATION SYSTEM OR AS
APPROVED BY SITE ENGINEER, COMPACTED TO
95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL)
PER ASTM D1557 (MODIFIED PROCTOR TEST)
3/4" CRUSHED STONE
INSTALL CLAY DAM WATER STOP 2'
(MIN.) THICKNESS AT 50' C-C
BOTTOM OF TRENCH
SPECIAL FOUNDATION IF ORDERED BY ENGINEER
- 3/4" CRUSHED STONE TO BE INSTALLED TO
DEPTH DETERMINED BY ENGINEER IN PEAT AND
UNSUITABLE AREAS
6" MIN.
1'-0" MIN.
IN ROCK
TRENCH WIDTH
O.D. + 2'-0" MIN.
6"
6"
4' CO
N
E
RISERVARIESRISERVARIESBASE4' MIN.12" INV (INLET)
293.87
6" MIN.7"
PRECAST STORM MANHOLE
SCALE: NTS
NOTES
1.5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE
MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER.
2.WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE.
3.WHEN INLET SEWER INVERT TO OUTLET SEWER INVERT ELEVATION EXCEEDS 24" USE DROP CONNECTION.
12" INV (OUTLET)
293.10
BITUMASTIC COATING (TYP.)
5" MIN.7" (TYP.)
ALUMINUM STEP
PERFORMED PLASTIC GASKET OR
FLEXIBLE WATERTIGHT RUBBER GASKET
PRECAST REINFORCED
CONCRETE TONGUE AND GROOVE
RISERS AS REQUIRED
LIFTING HOLES (TYP.)
(FILL WITH MORTAR)
WELDED WIRE FABRIC
PRECAST REINFORCED
CONCRETE MANHOLE ECCENTRIC
CONE
ADJUST TO GRADE WITH MAX. OF
FOUR COURSES OF BRICK OF CONC.
GRADE RINGS (12" MAX.) 7' WIDTHS
FRAME AND COVER
2'-2"
DIA.
8"
3" MIN.
12"
(TYP)
2 1/4"
MIN.
4'-0" DIA.
2'
4" INV (INLET)
293.63
NOTE:
ROUTINELY MAINTAIN ALL DRAINAGE SYSTEM
COMPONENTS AS SPECIFIED IN "APPENDIX 'O'
OPERATIONS AND MAINTENANCE PLAN" IN THE
ENGINEERING REPORT FOR THE LIFE OF THE
DRAINAGE SYSTEM
NOTE:
ROUTINELY MAINTAIN ALL DRAINAGE SYSTEM
COMPONENTS AS SPECIFIED IN "APPENDIX 'O'
OPERATIONS AND MAINTENANCE PLAN" IN THE
ENGINEERING REPORT FOR THE LIFE OF THE
DRAINAGE SYSTEM
NOTE:
ROUTINELY MAINTAIN ALL DRAINAGE SYSTEM
COMPONENTS AS SPECIFIED IN "APPENDIX 'O'
OPERATIONS AND MAINTENANCE PLAN" IN THE
ENGINEERING REPORT FOR THE LIFE OF THE
DRAINAGE SYSTEM
NOTE:
ROUTINELY MAINTAIN ALL DRAINAGE SYSTEM
COMPONENTS AS SPECIFIED IN "APPENDIX 'O'
OPERATIONS AND MAINTENANCE PLAN" IN THE
ENGINEERING REPORT FOR THE LIFE OF THE
DRAINAGE SYSTEM
CURBING
4'-0'' WHERE CB
IS IN A SAG
VARY CROSS SLOPE OF
GUTTER TO MATCH
CROSS SLOPE OF
GRADE (TYP.)NORMAL CROSSSLOPE OF GUTTER (TYP.)NOTE: CONCRETE COMPRESSIVE STRENGTH = 4000psi @ 28 DAYS
VARIESFINISHED GRADE MAY VARY
ADJACENT TO CATCH BASIN
AS DIRECTED 3-34"
(TYP.)14"/ FT.
DROP
MIN.
3-58''
(TYP.)INSTALL PERVIOUS BACKFILL ABOVE THIS ELEVATION FROM BOTTOM OF SUBBASETO A MAX. DEPTH OF 3'-0''1'-8-58''1'-0''
8''
(TYP.)2'-0''6''WHEN THIS DIMENSION EXCEEDS 10' -0'', THECATCH BASIN WILL BE PAID FOR AS A TYPE ''C-L'' CATCH BASINOVER 10' DEEP (INCREASE WALL THICKNESS TO 12")3'-0''
4'-4''
14"/ FT
DROP
MIN.
7''
1'-0''
(TYP.)
8''
(TYP.)7-58"
(TYP.)
2'-8-34''2'-0'' MIN.6''5'-4"
4'-0''
FLOATABLES AND DEBRIS
TO BE CLEANED
PERIODICALLY HOODED INLET TRAP
BY NEENAH FOUNDRY
OR APPROVED EQUAL
9''
OUTLET PIPE
WATER LEVEL
HOOD BELOW
WATER LEVEL
(TYPICAL)
3'-6"3'-6"
12" RCP
FILTER FABRIC
OVERFLOW PIPE
2" STONE
12" Ø PERFORATED PVC PIPE
12" RCP
OVERFLOW PIPE
42.0'REFER TO PLAN FOR INV EL.
SEE PLAN FOR TOP EL
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.crd8/12/2022 9:57 AMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22
SEWAGE EJECTOR PUMP TYPICAL
BELOW BASEMENT FLOOR INSTALLATION
NOT TO SCALE
OR SLOTTED ADS PIPE
LEVEL SPREADER DETAIL
NOT TO SCALE
12" Ø PERFORATED PVC PIPE
OR SLOTTED ADS PIPE
MANHOLE WILL BE CLASSED
AND PAID FOR AS MANHOLE CONCRETE OR BRICK INVERTFRAME
STEP
ALL JOINTS SHALL BE POINTED
FLUSH AND FULL
CLASS ''A'' CONCRETE
WALLS SHALL BE BUILT OF
MASONRY CONCRETE UNITS OR
CLASS ''A'' CONCRETE AT THE
OPTION OF THE CONTRACTOR.
DIAMETER VARIES WITH
THICKNESS OF THE WALL3' (914) TO 4' (1219)5" (152)
(TYP.)
1'-0"
(305)1'-2" (356) TO 5'-4" (1626)8" (203)
12" (305) (TYP.)
4'-0" (1219) DIA.
WALL SHALL BE A MIN. OF 6''(152) WITH
MASONARY CONCRETE UNITS. CLASS
''A'' CONCRETE WALL SHALL BE 12''(300) THICK
WHEN DEPTH OF MANHOLE IS GREATER
THAN 10'(3048) DEEP.
MASONRY WALLS SHALL BE PLASTERED
OUTSIDE WITH 2:1 CEMENT MORTAR '' (13)
THICK. MASONRY MUST BE WET WHEN
MORTAR IS APPLIED.
MASONRY CONCRETE UNITS SHALL
BE LAID IN CEMENT SAND MORTAR
1:2 MIX. JOINTS SHALL NOT BE
OVER ''(13) ON INSIDE FACE
10"(254)
2'-7" (787)
MASONARY CONCRETE UNIT
OR CLASS "A" CONCRETE0.8 XPIPE DIA.PIPE DIA.
"/FT "/FT
3 18"(79)
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.crd8/12/2022 9:57 AMStaff Comments 03/08/22
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Building Mods/Cond. of Approval08/10/22