HomeMy WebLinkAboutArch and CivilGeoffrey C. Williams
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Geoffrey C. Williams
Verified by pdfFiller
01/24/2022
Geoffrey C. Williams
Verified by pdfFiller
01/24/2022
Geoffrey C. Williams
Verified by pdfFiller
01/24/2022
Geoffrey C. Williams
Verified by pdfFiller
01/24/2022
Geoffrey C. Williams
Verified by pdfFiller
01/24/2022
Geoffrey C. Williams
Verified by pdfFiller
01/24/2022
245 NORWICH-NEW LONDON ROAD (RT 32
MONTVILLE, CONNECTICUT
PREPARED FOR:WESTERN GROUP, LLC
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\1/25/2022 11:08 AMZONING IMPROVEMENT LOCATION
& TOPOGRAPHIC PLAN
SCALE 1" = 10' 7 JANUARY 2022
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.
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 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.
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
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, AND MISCELLANEOUS LANDSCAPING ALONG 125-131 MAIN STREET,
NORWALK, CT. 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 MAP OF PROPERTY PREPARED FOR WEST MAIN GROUP,
LLC, 125 - 131 MAIN STREET, NORWALK, CT.", DATED JANUARY 23, 2019, SCALE: 1" =
20', BY DENNIS A. DEILUS - LAND SURVEYOR."
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 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 NORWALK BUILDING DEPARTMENT.
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.SUBJECT PROPERTY IS NOT WITHIN THE FEMA FLOOD HAZARD. SEE FEMA FLOOD
INSURANCE RATE MAP #09001C0393G REVISED DATE OF OCTOBER 16, 2013.
9.EXISTING UNDERGROUND UTILITY LOCATION TAKEN FROM REFERENCE MAP A.
NOTES:
MAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BY
FULLER ENGINEERING AND LAND SURVEYING, LLC.
B."LOCATION MAP, NOTES, & A2 SURVEY, COMMERCIAL / RESIDENTIAL COMPLEX NORWICH-NEW LONDON ROAD
(CT ROUTE 32) MONTVILLE, CONNECTICUT", DATED SEPTEMBER 19, 2014, REVISED THROUGH 3/17/15, SCALE:
1" = 20', BY DENNIS A. JEROME J. DEMPSEY, L.S.
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 WAY1/25/2022 11:13 AMA
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''NORWICH-NEW LONDONROAD (CT ROUTE 32)EXTG. HOUSE >>>>>>>>>>>>3
0
'
R
E
AR
B
U
I
L
D
I
NG
SE
TB
A
CK
CONC. BLOC, WALL
w/STOCKADE FENCE
94.4'9' (Typ)10.5' (Typ)12.5' (Typ)
10.5' (Typ)13.5' (Typ)
LIMIT OF
CLEARING
23.0'
STOCKADE
FENCE
CONC. BLOC, WALL
w/STOCKADE FENCE
15' SIDE BUILDING
SETBACK
8'x12' CONC. PATIO (TYP)
8'x12' CONC. PATIO (TYP)16.4'15.4'15.5'15.3'15.3'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.2'42.0'22.9'23.0'23.0'23.1'23.0'23.0'23.0'18' (Typ)18' (Typ)24' (Typ)40.1'42.9'42.9'30.5'
66.9'
75.2'
18' (Typ)24' (Typ)30' FRONT BUILDING SETBACK15' SIDE BUILDING SETBAC
K
11
MODULAR PAVER
APRON (TYP)
APRON TO BE REMOVED -
INSTALL DEPRESSED
CURB ALONG GUTTERLINE
EXTG GARAGE TO BE
REMOVED
BIT. CONC.
CURB (TYP)
MODULAR CONC. BLOC,
WALL w/STOCKADE FENCE
1213141516171819202122 10
98765432
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.
ENTRANCE PAD (TYP)
(2) GUEST SPOTS
TO REMAIN
SUBSURFACE
INFILTRATION
SYSTEM
BIT. CONC.
PAVEMENT
(TYP)SUBSURFACE
INFILTRATION
SYSTEM
4' HT DECORATIVE
STONE MASONRY
WALL
EXTG. TREE TO BE
REMOVED (6) GUEST SPACES18' (Typ)
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
2 CAR
GARAGE
PROPOSED 1
CAR GARAGE
240 S.F.
NO PARKING
PROPOSED
CONDOMINIUM
UNITS
7,809 S.F. TOTAL
PROPOSED
CONDOMINIUM
UNITS
13,388 S.F. TOTAL
MAIL BOXES
1,290 S.F.
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"E
197.30
'
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)
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.crd1/25/2022 11:22 AMNOTES:
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.
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
CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL PUBLISHED BY THE CONNECTICUT
COUNCIL OF SOIL AND WATER CONSERVATION, JANUARY 1985.
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.
TEST PIT AND PERCOLATION DATA
MAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BY
FULLER ENGINEERING AND LAND SURVEYING, LLC.
B."LOCATION MAP, NOTES, & A2 SURVEY, COMMERCIAL / RESIDENTIAL COMPLEX NORWICH-NEW LONDON ROAD
(CT ROUTE 32) MONTVILLE, CONNECTICUT", DATED SEPTEMBER 19, 2014, REVISED THROUGH 3/17/15, SCALE:
1" = 20', BY DENNIS A. JEROME J. DEMPSEY, L.S.
EARTHWORK
A.TOTAL AREA OF DISTURBANCE: 66,340 S.F. (1.5 A.C.±)
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
5
6
5
6
57575
85859596161626263636464666667676868696971717272737374747676 4
5505
5
6
0657075 4
4
4647
4
849515253545
6
5
7
5
8
5
9
6
1
6
2
6
3
6
466676869717273747
677I.P. FND
RWC
FND MON
FND
MON
FND
70.08'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
PARCEL AREA
79,607 S.F.
1.83 AC
WOODED
AREA
48" TREE
EXIST
ING
TREEL
INE
R
2
0
ZO
N
E
R20 ZONE
C-1 ZONE
C-
1
ZON
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
111213141516171819202122 10
98765432
TO REMAIN
GAR. F.F. El. = 72.6 GAR. F.F. El. = 72.6 GAR. F.F. El. = 70.6 GAR. F.F. El. = 70.6 GAR. F.F. El. = 68.6 GAR. F.F. El. = 68.6 GAR. F.F. El. = 66.6 GAR. F.F. El. = 66.6
Bsmt. El. = 70.2FF. El. = 73.6 Bsmt. El. = 65.4
FF. El. = 73.6 Bsmt. El. = 62.6FF. El. = 71.6
Bsmt. El. = 66.0FF. El. = 71.6 Bsmt. El. = 60.6FF. El. = 69.6
Bsmt. El. = 63.9FF. El. = 69.6 Bsmt. El. = 58.6
FF. El. = 67.6
Bsmt. El. = 58.8FF. El. = 67.6
GAR. F.F. El. = 73.1
Bsmt. El. = 65.1
FF. El. = 74.1
GAR. F.F. El. = 71.1
Bsmt. El. = 63.1
FF. El. = 72.1
GAR. F.F. El. = 71.1
Bsmt. El. = 63.1FF. El. = 72.1
GAR. F.F. El. = 69.1
Bsmt. El. = 61.1FF. El. = 70.1
GAR. F.F. El. = 69.1
Bsmt. El. = 61.1FF. El. = 70.1
GAR. F.F. El. = 67.1
Bsmt. El. = 59.1FF. El. = 68.1
GAR. F.F. El. = 67.1
Bsmt. El. = 59.1FF. El. = 68.1
GAR. F.F. El. = 65.1
Bsmt. El. = 57.1FF. El. = 66.1
GAR. F.F. El. = 65.1
Bsmt. El. = 57.1FF. El. = 66.1
GAR. F.F. El. = 73.1
Bsmt. El. = 65.1
FF. El. = 74.1
GAR. F.F. El. = 75.1
Bsmt. El. = 67.1
FF. El. = 76.1
GAR. F.F. El. = 75.1
Bsmt. El. = 67.1FF. El. = 76.1
GAR. F.F. El. = 76.1
Bsmt. El. = 68.1FF. El. = 77.1
CB3
T.F.=70.6
CB4
T.F.=66.9
CB5
T.F.=63.6
CB2
T.F.=74.6
97 LF 8" Ø SCH 80 PVC @0.01 MIN 90 LF 10" Ø SCH 80 PVC @0.01 ft./ft. MIN 84 LF 10" Ø SCH 80 PVC @0.03 ft/ft
CB1
T.F.=74.4
47 LF 8" Ø SCH
80 PVC @ 0.01
M
IN
INV. = 51.75'±
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'
28 - 4 x 8 x 4' PRE-CAST CONCRETE GALLEY'S
4 ROWS x 7 GALLEYS PER ROW
BOT. ELEV. = 63.67'
10" INV. (IN) = 68.65'
12" INV. OUT = 68.50'
EMBEDDED IN 1" BROKEN / CLEAN STONE
58.0' x 18.60' x 5.17' DEEP
BOT. STONE ELEV. = 63.17'
96 LF 12" Ø RCP @ 0.08 slope
BOT. ELEV. (GALLEYS) = 63.67'
CB3
TF = 70.60'
10" RCP INV. = 68.60'
(7 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)
16 LF 10" R
C
P
CB5
TF = 63.60'
10" PVC INV. = 61.15'
10" RCP (OUT) = 60.91'
(12 LF @ 0.02 ft/ft
to GALLEYS)
12 LF 10" RCP
STORM MH (DROP MH)
TF = 64.50'
12" RCP INV. (IN) = 61.16'
12" RCP INV. (OUT) = 52.00'
12"Ø RCP FLARED END
INV. = 51.75'
W
W
W
W
W
W
WWETC
ETC
ETC
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
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 FM FM FM
Cut/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>O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\C 3.1 - DRAINAGE.dwg, 1/25/2022 11:22:19 AM, DWG To PDF.pc3
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.crd1/25/2022 11:13 AMNOTES:
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.
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
CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL PUBLISHED BY THE CONNECTICUT COUNCIL
OF SOIL AND WATER CONSERVATION, JANUARY 1985.
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
CITY OF NORWALK 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 REULES 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.
B."LOCATION MAP, NOTES, & A2 SURVEY, COMMERCIAL / RESIDENTIAL COMPLEX
NORWICH-NEW LONDON ROAD (CT ROUTE 32) MONTVILLE, CONNECTICUT", DATED
SEPTEMBER 19, 2014, REVISED THROUGH 3/17/15, SCALE: 1" = 20', BY DENNIS A. JEROME J.
DEMPSEY, L.S.
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
R
2
0
ZO
N
E
R20 ZONE
C-1 ZONE
C-
1
ZON
E
C
-
1
Z
O
N
E
111213141516171819202122 10
98765432
TO REMAIN
W
W
W
W
W
W
PROPOSED WATER UTILITY GATE
VALVE AND SERVICE LINE FINAL
LOCATION BY UTILITY COMPANY WWNEW 12"x2" TAP w/2" VALVE
New 2" Wate
r
L
i
n
e
N
e
w
2
"
W
a
t
e
r
L
i
n
e
NEW SAN MH
INV IN / OUT = 68.3
Rim=72.63
Inv=69.63
SAN MH / LIFT
STATION
2" FO
R
C
E
M
A
I
N
Inv In= 59.9
Sewer Inv=65.9 Sewer Inv=65.4 Sewer Inv=65.0 Sewer Inv=64.6 Sewer Inv=64.9 Sewer Inv=63.6 Sewer Inv=63.2Sewer Inv=66.3Sewer Inv=66.7Sewer Inv=67.2 Sewer Inv=62.8 Sewer Inv=62.3 Sewer Inv=61.9
8' D.I. SAN @0.05 MIN.
RIM=65.3
SAN MH / LIFT STATION AS
MFG. BY eONE GRINDER
PUMP SYSTEMS - MODEL
WH483 or WR483 - SEE
DETAIL ON SHEET C-6.3
Inv In= 62.8
Sewer Inv=67.2 Sewer Inv=66.6 Sewer Inv=66.0 Sewer Inv=65.4 Sewer Inv=64.8 Sewer Inv=64.2 Sewer Inv=63.6 Sewer Inv=64.4
6' PVC SDR35 @0.01 MIN
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
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 FM FM FM6' PVC SDR35 @0.01 MIN
RIM=64.9
Inv In= 61.9
Inv = 67.1
Inv = 67.1 Inv = 62.9
RIM=76.4
6" PVC SDR35
SANITARY
6" PVC SDR35
SANITARY
INV = 68.2
EXTG.
SANITARY LINE
TO REMAIN
EXTG. SAN LINE TO REMAIN
34" K SERVICE
AND VALVE
(TYP)
2" FORCE MAIN
FROM EACH UNIT
(TYP)
2" FORCE MAIN
FROM EACH
UNIT (TYP)
34" K SERVICE
AND VALVE
(TYP)
2" FORCE MAIN SAN MH / LIFT STATION AS
MFG. BY eONE GRINDER
PUMP SYSTEMS - MODEL
WH483 or WR483 - SEE
DETAIL ON SHEET C-6.3
O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\C 3.2 - UTILITY.dwg, 1/25/2022 11:13:23 AM, DWG To PDF.pc3
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.crd1/25/2022 10:58 AMEROSION &
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 AND WILL REQUIRE REVIEW AND APPROVAL BY THE TOWN OF MONTVILLE
BUILDING DEPARTMENT.
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 AND SEDIMENT CONTROL PUBLISHED BY THE CONNECTICUT
COUNCIL OF SOIL AND WATER CONSERVATION, JANUARY 1985.
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.
A." LOCATION MAP, NOTES & A2 SURVEY, COMMERCIAL / RESIDENTIAL COMPLEX, NORWICH-NEW
LONDON ROAD (CT ROUTE 32) MONTVILLE, CONNECTICUT", DATED SEPTEMBER 19, 2014,
REVISED THROUGH 3/17/15, SCALE 1"=20', SHEET 1 OF 5, BY JEROME J. DEMPSEY, L.S.
111213141516171819202122 10
98765432
TO REMAIN
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
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
PROPOSED SILT
FENCE
SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSF
SF
SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
PROPOSED ANTI
TRACKING APRON
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'
A.ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE
PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE
WITH APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE
PERMANENTLY STABILIZED.
B.ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE
CONSTRUCTED, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE
APPROVED SEDIMENT CONTROL PLAN.
C.TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE
STOCKPILED IN AN AMOUNT NECESSARY TO COMPLETE FINISHED
GRADING OF ALL EXPOSED AREAS.
D.AREAS TO BE FILLED SHALL BE CLEANED, GRUBBED AND STRIPPED OF
TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, OR OTHER
OBJECTIONABLE MATERIAL.
E.AREAS ARE TO BE TOPSOILED IN ACCORDANCE WITH TOPSOILING
REQUIREMENTS.
F.ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,
SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS.
G.ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED
EIGHT INCHES IN THICKNESS.
H.FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS,
STUMPS, BUILDING DEBRIS AND OTHER OBJECTIONABLE MATERIALS THAT
WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF
SATISFACTORY FILLS.
I.FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE
MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.
J.FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION.
K.ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY
FOLLOWING FINISHED GRADING.
a.BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH
ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER.
b.ALL BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED. BALES SHALL BE
INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN
ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF
THE BINDINGS.
c.THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE
EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER
TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE BALES ARE STAKED AND CHINKED,
THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL
SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND
SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL SIDE OF THE BARRIER.
BALES SHOULD BE PLACED 10 FEET AWAY FROM TOE OF SLOPE OR AS SHOWN ON
THE PLANS.
d.EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO STAKES OR
REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE
DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER.
STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO
SECURELY ANCHOR THE BALES.
e.THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WITH
STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE
STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE
BARRIER TENDS TO INCREASE BARRIER EFFICIENCY.) IN SLOPING AREAS WHERE
SURFACE FLOW FOLLOWS THE BALE LINE, PERPENDICULAR BALE CHECKS SHALL
BE INSTALLED AT APPROPRIATE INTERVALS (100 FEET MAXIMUM).
f.INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE
PROMPTLY AS NEEDED.
g.BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY
STABILIZED.
TOPSOILING
SYNTHETIC FIBER FILTER FABRIC
SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF
PROPYLENE, NYLON, POLYESTER, OR POLYETHYLENE
FILAMENTS AND SHALL BE CERTIFIED BY MANUFACTURER OR
SUPPLIER AS CONFORMING TO THE FOLLOWING
REQUIREMENTS:
NATURAL FIBER FILTER FABRIC
BURLAP SHALL BE 10 OUNCE PER SQUARE YARD FABRIC. POSTS
FOR FILTER FENCES SHALL BE EITHER 2X3 OR 2X4 INCH STUDS
OR 0.5 POUNDS (MINIMUM) PER LINEAR FOOT STEEL WITH A
MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE
PROJECTIONS FOR FASTENING WIRE TO THEM. STAKES FOR
FILTER FENCE SHALL BE 1"X2" WOOD OR EQUIVALENT METAL
WITH MINIMUM LENGTH OF 3 FEET.
WIRE FENCE REINFORCEMENT FOR SILT FENCES USING
STANDARD STRENGTH FILTER CLOTH SHALL BE A MINIMUM OF
42 INCHES IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHALL
HAVE A MAXIMUM MESH SPACING OF 6 INCHES.
SOME SILT FENCES DO NOT REQUIRE A WIRE BACKING.
CONSULT MANUFACTURER'S INSTRUCTIONS FOR PROPER
INSTALLATION REQUIREMENTS.
REQUIREMENTS
75% (MIN.)
EXTRA STRENGTH-50 LBS./LIN. IN.
(MIN.)
STANDARD STRENGTH-
30 LBS./LIN. IN.
(MIN.)
0.3 GAL./SQ. FT./MIN.
(MIN.)
b.
PHYSICAL PROPERTY
FILTERING EFFICIENCY
TENSILE STRENGTH AT
20% (MAX.) ELONGATION
FLOW RATE
a.INSPECTION SHALL BE MADE AFTER EACH STORM EVENT AND REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
b.CLEAN OUT OF ACCUMULATED SEDIMENT BEHIND THE BALES IS
NECESSARY IF 1/2 OF THE ORIGINAL HEIGHT OF THE BALES BECOMES
FILLED IN WITH SEDIMENT.
FILTER FENCESB.
1.
a.
MATERIALS
MAINTENANCE2.
F.
TO PROVIDE A SUITABLE GROWTH MEDIUM FOR FINAL SITE STABILIZATION WITH
VEGETATION.
ALL STRUCTURAL, NONSTRUCTURAL AND VEGETATIVE SEDIMENT AND EROSION
CONTROL PRACTICES IMPLEMENTED DURING LAND GRADING OPERATIONS SHALL BE
MAINTAINED ACCORDING TO REQUIREMENTS OUTLINED ON THIS PLAN.
INSTALLATION REQUIREMENTS2.
PURPOSE1.
MAINTENANCE3.
1.OTHER THAN CONSTRUCTION SPECIFICALLY SHOWN ON THESE APPROVED PLANS, NO ACTIVITIES SHALL
BE CONDUCTED WITHIN DESIGNATED WETLAND AREAS, WATERCOURSES, FLOOD PLAINS OR WITHIN
CHANNEL ENCROACHMENT LINES WITHOUT THE PRIOR APPROVAL OF THE PLANNING AND ZONING
COMMISSION AND INLAND WETLANDS COMMISSION.
2.WHEREVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED.
3.ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME DURING
CONSTRUCTION.
4.PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS, SEDIMENTATION
FENCES AND OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL BE IN PLACE WHERE SHOWN ON
THESE PLANS AND AT OTHER LOCATIONS WHERE DEEMED NECESSARY.
5.WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE KEPT TO A
MINIMUM, INSTALLING PERMANENT AND FINAL VEGETAT- ION, STRUCTURES, ETC. AT THE EARLIEST
POSSIBLE OPPORTUNITY.
6.CONSTRUCTION EQUIPMENT SHALL NOT UNNECESSARILY CROSS LIVE STREAMS EXCEPT BY MEANS OF
BRIDGES, CULVERTS OR OTHER APPROVED MEANS.
7.ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED
REGULARLY IN PROPER FUNCTIONING CONDITION, UNTIL ALL AREAS EXPOSED DURING SITE
CONSTRUCTION HAVE BEEN SUITABLY STABILIZED WITH FINAL VEGETATIVE COVER.
8.CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2:1 UNLESS STABILIZED BY A GEOTEXTILE MAT.
9.ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM DAMAGING THE CUT FACE
OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS.
10.FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION OF THE SOIL.
D. SEDIMENT BARRIERS
TO INTERCEPT AND RETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED OR
UNPROTECTED AREAS OF LIMITED EXTENT.
SEDIMENT BARRIERS MAY CONSIST OF FILTER FENCE OR STRAW OR STRAWBALES, STONE BERMS, OR OTHER
FILTER MATERIALS. PLANNED LIFESPAN OF SEDIMENT BARRIERS VARIES. STRAWBALES SHOULD ONLY BE USED
AS A TEMPORARY BARRIER FOR NO LONGER THAN 60 DAYS. SYNTHETIC FILTER FENCES CAN BE USED FOR 60
DAYS OR LONGER DEPENDING ON ULTRAVIOLET STABILITY AND MANUFACTURER'S RECOMMENDATIONS. STONE
BARRIERS CAN BE USED FOR LONGER PERIODS OF TIME.
STRAWBALES
SHEET FLOW APPLICATIONS
MATERIALS AND INSTALLATION
A.
1.
E.PURPOSE
A. PURPOSE-EROSION CONTROL
C. GENERAL GUIDELINES-EROSION CONTROL
B. CONTINGENCY PLAN
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.
AS A PRECAUTIONARY MEASURE THE CONTRACTOR SHALL AT ALL TIMES KEEP AT LEAST TWO ONE HUNDRED FOOT ROLLS OF
SEDIMENTATION FENCE & 20 STRAWBALES STOCKPILED ON SITE WHICH SHALL BE AVAILABLE FOR UNFORESEEN EROSION OR
SEDIMENT PROBLEMS SHOULD ANY ARISE. THE CONTRACTOR SHALL IMMEDIATELY INSTALL THE SEDIMENT FENCE DOWN SLOPE
SO AS TO CONTAIN ANY SEDIMENT. THE CONTRACTOR SHALL THEN PROMPTLY CONTACT THE DESIGN ENGINEER TO DETERMINE
IF FURTHER CORRECTIVE ACTION IS REQUIRED. THE DESIGN ENGINEER, AFTER CONSULTATION WITH THE ZONING/WETLANDS
ENFORCEMENT OFFICER SHALL THEN INSTRUCT THE CONTRACTOR AS TO WHAT ADDITIONAL MEASURES ARE DEEMED
NECESSARY.
a.THIS SEDIMENT BARRIER UTILIZES BURLAP OR STANDARD
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER
FABRICS. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY
SHEET OR OVERLAND FLOWS IS EXPECTED. IN SPECIAL
CASES BURLAP MAY BE USED IN DRAINWAYS.
b.THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES
(HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). THE
FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE
TOE OF THE SLOPE, OR AS SHOWN ON THE PLANS.
c.WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE
SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A
MINIMUM 6 INCH OVERLAP, AND SECURELY SEALED. SEE
MANUFACTURER'S RECOMMENDATIONS.
d.POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT
THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE
GROUND (MINIMUM OF 12 INCHES). WHEN EXTRA STRENGTH
FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST
SPACING SHALL BE AS MANUFACTURER RECOMMENDS.
e.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES
WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND
UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
f.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A
WIRE MESH SUPPORT FENCE SHALL BE FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE
WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE
TRENCH A MINIMUM OF 2 INCHES BELOW THE ORIGINAL
GROUND SURFACE.
g.THE STANDARD STRENGTH FILTER FABRIC SHALL BE
STAPLED, WIRED OR TIED TO THE WIRE FENCE, AND 8
INCHES OF FABRIC SHALL BE EXTENDED INTO THE TRENCH.
THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES
ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC
SHALL NOT BE STAPLED TO EXISTING TREES.
h.WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND
CLOSER POST SPACING ARE USED, THE WIRE MESH
SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE
FILTER FABRIC IS STAPLED, WIRED, OR TIED DIRECTLY TO
THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. f
APPLYING.
i.THE TRENCH SHALL BE BACKFILLED AND THE SOIL
COMPACTED OVER THE FILTER FABRIC.
j.FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
a.FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE
MADE IMMEDIATELY.
b.SHOULD THE FABRIC DECOMPOSE OR BECOME DEFECTIVE
PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
c.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY
REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE
BARRIER.
d.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED
SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
TO RESTORE AREA UPON COMPLETION OF CONSTRUCTION, AND
INSTALLATION REQUIREMENTS
PURPOSE
2.
1.
LAND GRADING
MAINTENANCE3.
INSTALLATION REQUIREMENTS2.
DURING AND UPON COMPLETION OF LAND GRADING OPERATIONS.
SOIL EROSION & SEDIMENTATION CONTROL NOTES:
....
......
....
....
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.crd1/25/2022 11:01 AMEROSION & SEDIMENT
CONTROL NOTES
& DETAILS
A.SITE INVESTIGATIONS SHALL BE MADE TO DETERMINE IF THERE IS
SUFFICIENT TOPSOIL OF GOOD QUALITY TO USE FOR SITE RESTORATION.
HIGH QUALITY TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM,
SILT LOAM, SANDY CLAY LOAM, CLAY LOAM). OTHER SOIL TYPES WITH HIGH
ORGANIC CONTENT MAY BE FOUND SUITABLE AFTER TESTING. IT SHALL BE
FREE OF DEBRIS, TRASH, STUMPS, ROCKS, ROOTS, AND NOXIOUS WEEDS. IT
SHALL GIVE EVIDENCE OF BEING ABLE TO SUPPORT HEALTHY VEGETATION. IT
SHALL CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT
GROWTH. ALL TOPSOIL SHALL BE TESTED BY A RECOGNIZED LABORATORY
TO DETERMINE THE PROPER APPLICATION RATES FOR LIME AND FERTILIZER.
B.STRIPPING
STRIPPING SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. A
4 TO 6 INCH STRIPPING DEPTH IS COMMON, BUT DEPTH MAY VARY
DEPENDING ON THE PARTICULAR SOIL. ALL PERIMETER DIKES, BASINS, AND
ANY OTHER SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO STRIPPING.
C.STOCKPILING
TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL
DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL
RESULT
D.SIDE SLOPES
SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2 TO 1 (2
HORIZONTALLY TO 1 VERTICALLY).
E.SEDIMENT BARRIER
A SEDIMENT BARRIER SHALL SURROUND ALL TOPSOIL STOCKPILES.
F.TEMPORARY SEEDING
TEMPORARY SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 15
DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH THE
TEMPORARY VEGETATIVE COVER REQUIREMENTS.
G.SITE PREPARATION
BEFORE TOPSOILING, ESTABLISH NEEDED EROSION AND SEDIMENT CONTROL
MEASURES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES,
WATERWAYS, SEDIMENT BASINS, ETC. THESE MEASURES MUST BE
MAINTAINED DURING TOPSOILING.
H.GRADING
PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL
BE MAINTAINED ACCORDING TO THE APPROVED PLANS.
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
B
FLOW1" 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'
C-5.1
LANDSCAPE
PLAN
1"=20'
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
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.crd1/25/2022 11:07 AM1.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.
B."LOCATION MAP, NOTES, & A2 SURVEY, COMMERCIAL / RESIDENTIAL COMPLEX NORWICH-NEW
LONDON ROAD (CT ROUTE 32) MONTVILLE, CONNECTICUT", DATED SEPTEMBER 19, 2014, REVISED
THROUGH 3/17/15, SCALE: 1" = 20', BY DENNIS A. JEROME J. DEMPSEY, L.S.
111213141516171819202122 10
98765432
TO REMAIN
(3) AR
(1) AR
(1) AS
(1) AS
(1) CC
(1) CC
(1) CC
(1) CF (1) CF
(1) CF
(1) CF
(1) CF
(6) CF (24) ICC
EXTG. WOODLAND
AREA TO REMAIN
(24) ICC
(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 (GIS)
50' UPLAND REVIEW AREA
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
15' Side Yard Setback
15' Side Yard Setback30' Front Yard Setback3
0
'
R
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a
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Y
a
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d
S
e
t
b
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W
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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
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FM
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FM
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FM FM FM FM FM FM FM FM FM FM FM FM FM FM
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.crd1/25/2022 11:07 AMEXTRUDED 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
BLACK
VINYL
COATED
CHAIN
LINK
FENCE4'
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.)O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\C 6.1 - DETAILS.dwg, 1/25/2022 11:07:22 AM, DWG To PDF.pc3
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.crd1/25/2022 11:06 AMNOTE: 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
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)O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\C 6.1 - DETAILS.dwg, 1/25/2022 11:06:27 AM, DWG To PDF.pc3
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.crd1/25/2022 11:05 AMSEWAGE EJECTOR PUMP TYPICAL
BELOW BASEMENT FLOOR INSTALLATION
NOT TO SCALE
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)O:\Fuller CAD Files\CT\Montville\Rte 32\#245 Route 32 - FE22-1700 - Eanou\DWG\Site\C 6.1 - DETAILS.dwg, 1/25/2022 11:05:52 AM, DWG To PDF.pc3