HomeMy WebLinkAbout22SITE2 PZC Approved PhasedPlan Rev012092022VIRGI
N
I
A
COU
R
TBONVILLE DR.MAPL
E
JEROMEAVENUE
ROADROAD
JEROME
AVE.
STARR
163
Uncasville
ROAD
NEW LONDON TPK (RT 32)PINK
C R E S CENTST.BLUMENTHALDR.
DEPOT
RD.
DEPOT
RO
W
MAP
L
E
AVE
.
EXT.ROADDOCK GAIR COURTEDWARD 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
PHASING 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
DETAIL SHEET CT-DOT
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 DRAWINGSELEVATIONS 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 OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.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. 06604Office (203) 333-9465fax (203) 336-1769e-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.crd12/9/2022 2:07 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
Final Cond. of Approval 10/21/22
Phasing 12/04/22
WESTERN GROUP, LLC
338 Westport Road
Wilton, CT
OWNER
03/10/22
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 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
01/25/22 12/04/22
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
C-6.4 01/25/22 12/04/22
01/25/22 12/04/22C-2.2
12/04/22
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 SEALOF 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 IMPROVEMENTLOCATION 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. ADDITIONALUNDERGROUND 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 DATE8/5/2013.
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 FORTOMASHE, 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.
45
45
5
0
5
0
5
5
5
5
60606
5
657
0
707575 4242
42
43
43
44
44
46
46
4
7
47
4
8
4
8
4
9
4
9
5
1
5
1
5
2
5
2
53
5
3
54
5
4
5
6
5
6
5
7
5
7
5
8585
959616
1
626
2
636
3
6
4
646
6
666
7
676
8
6869697171727
2
737
3
747476764
5
5
0
5
5
6
0
6
57075 4
4
4
6
4
7
4
8
4
951525354
56
5
7
58
5
9
6
1
62636
466676869717273747
677 S69° 36' 08"E 372.03'
S2
2
°
3
5
'
2
2
"
E
21
4
.
5
0
'
N74° 06' 41"W 332.13'N74° 06' 41"W 179.29'N17° 56' 34"E197.30'I.P. FND
RWCFND MONFND
MONFND
I.P. FND70.08'I.P. FND
MONFND
EXTG. HOUSENORWICH-NEW LONDONROAD (CT ROUTE 32)EXTG. HOUSE
EXTG. GARAGE
EXTG. HOUSE
Extg. 12" Water Main(92 PSI Static)
Extg. 6" San Sewer9.2' Deep (El. 67.8±)
Extg. 6" San Sewer9.0' Deep (El. 68.0)
Extg. 1" Waterto House
Extg. Hydrant
Approximate WetlandsLimit per DEPWetlands 2011
50' Upland ReviewArea
SNET2749
BIT.CONC.APRON
255 ROUTE 32N/FST FELIX SERGINOVOL. 662, PG. 1118 29 MAPLE AVE EXTN/FSTEPHEN KENNVOL. 633, PG. 387
25 LATHROP ROADN/FNORMAN EDWARDBUTTON & GRACE ANNBUTTONVOL. 114, PG. 18
231 ROUTE 32N/FCHARLES & BENNYHOLZSCHLAGVOL. 590, PG. 123
PARCEL AREA79,607 S.F.1.83 AC
WOODEDAREA
48" TREE
EXIST
ING
TREEL
INE
R
2
0
Z
O
N
E
R20 ZONE
C-1 ZONE
C-
1
Z
O
N
E
R2
0
Z
O
N
E
C-
1
Z
O
N
E
15' Side Yard Setback
15' Side Yard Setback30' Front Yard Setback30
'
R
e
a
r
Y
a
r
d
S
e
t
b
a
c
k
BENCHMARK HELDEXTG NAIL FND IN POLEELEV. = 77.4
VIRGI
N
I
A
COUR
TBONVILLE DR.MAPLE
JEROMEAVENUE
ROADROAD
JEROME
AVE.
STARR
163
Uncasville
ROAD
NEW LONDON TPK (RT 32)PINK
CR E SCENTST.BLUMENTHALDR.
DEPOT
RD.
DEPOT
R
O
W
MAP
L
E
AVE
.
EXT.ROADDOCK GAIRCOURTEDWARD RD.
HARRISON
BREWER ST. ST.
POWER HOUSE ROAD
1.THIS PLAN IS FOR THE PROPOSED CONDOMINIUM BUILDINGS WITH PARKINGCONSTRUCTION, SITE UTILITIES, AND MISCELLANEOUS LANDSCAPING. THIS PLAN ISNOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN ANDDETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2. LOCATION OF EXISTING OUT STRUCTURES, AND TOPOGRAPHY WERE OBTAINED FROMA SURVEY TITLED "ZONING IMPROVEMENT LOCATION & TOPOGRAPHIC PLAN, 245NORWICH-NEW LONDON ROAD (RT32) MONTVILLE, CONNECTICUT, PREPARED FORWESTERN GROUP, LLC", DATED 7 JANUARY 2022, SCALE 1"=10', BY FULLERENGINEERING & LAND SURVEYING LLC.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS ANDSEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ONTHE CONSTRUCTION SITE.
4. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH ANDINVERTS 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 AT1-800-922-4455.
5. THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW ANDAPPROVAL BY THE LOCAL BUILDING DEPARTMENT PER THE REQUIREMENTS OF THE2002 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', BYFULLER 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
12/9/2022 2:08 PMRESERVEDPARKING
ACCESSIBLEVAN
WILL BE FINEDVIOLATORS
MININIMUM $150NORWICH-NEW LONDONROAD (CT ROUTE 32)>>>>>>>>>>>>10' (Typ)10' (Typ)13.0'20' (Typ)20' (Typ)24' (Typ)18' (Typ)24' (Typ)18' (Typ)8' (Typ)8' (Typ)9' (Typ)16.0'16.0'39.9'8' (Typ)79.9'
78.5'69.0'13.0' (Typ)
10.0'
(Typ)20.0'20.0'
20.0'10.0'(Typ)
10.0'(Typ)
10.0'(Typ)15.7'81.9'
20.0'EW LONDONFM FM FM
SAN
FM
FM
FM
FM
10' (Typ)ETCETCETCETCETCETC
C-2.2
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
12/9/2022 2:21 PMPHASE 1 PHASE 2
PHASE 3 PHASE 4NORWICH-NEW LONDONROAD (CT ROUTE 32)NORWICH-NEW LONDONROAD (CT ROUTE 32)NORWICH-NEW LONDONROAD (CT ROUTE 32)NORWICH-NEW LONDONROAD (CT ROUTE 32)
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
12/9/2022 2:23 PMNOTES:
1.THIS PLAN IS FOR THE PROPOSED GRADING AND DRAINAGE FOR THE CONSTRUCTION OF A RESIDENTIALDEVELOPMENT WITH PARKING, AND MISCELLANEOUS LANDSCAPING ALONG THE CT ROUTE 32. THIS PLAN ISNOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FORBIDDING AND CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTIONAND 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 ALLEXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TOCONTACT 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 MONTVILLEBUILDING DEPARTMENT, ZONING DEPARTMENT, AND FIRE MARSHAL'S OFFICE.
5. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVEDSOIL EROSION AND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THECONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THE2002 CONNECTICUT EROSION & SEDIMENTATION GUIDELINES.
6. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCHUPON 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 TOTHE 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 TOISSUANCE 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', BYFULLER 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.
Scope:
The purpose of the Operations and Maintenance Plan is to ensure that the existing and proposedstormwater components installed at #245 Route 32, Norwich New London Turnpike Montville, CT are
maintained in operational condition throughout the life of the project. The service procedures associated
with this plan shall be performed as required by the parties legally responsible for their maintenance.
Recommended Frequency of Service:
As further defined below, all stormwater components should be checked on a periodic basis and kept in fullworking order. Ultimately, the required frequency of inspection and service will depend on runoff quantities,pollutant loading, and clogging due to debris. At a minimum, we recommend that all stormwater
components be inspected and serviced twice per year, once before winter begins and once during spring
cleanup.
Qualified Inspector:
The inspections must be completed by an individual experienced in the construction and maintenance ofstormwater drainage systems. Once every five years the inspections must be completed by a professionalengineer.
Service Procedures:
1.Catch Basins & Drainage Inlets:
a. Catch basins and drainage inlets shall be completely cleaned of accumulated debris and
sediments at the completion of construction.
b. For the first year, catch basins and drainage inlets shall be inspected on a quarterly basis.
c. Any accumulated debris within the catch basins/inlets shall be removed and any repairs as
required.d.From the second year onward, visual inspections shall occur twice per year, once in the spring andonce in the fall, after fall cleanup of leaves has occurred.e. Accumulated debris within the catch basins/inlets shall be removed and repairs made as required.f. Accumulated sediments shall be removed at which time they are within 12 inches of the invert of
the outlet pipe.
g. Any additional maintenance required per the manufacturer's specifications shall also be
completed.
2.Storm Drainage Piping and Manholes/Junction Boxes:
a. All storm drainage piping shall be completely flushed of debris and accumulated sediment at the
completion of construction.
b. Manholes/Junction Boxes shall be inspected and repaired on an annual basis.
c. Unless system performance indicates degradation of piping, comprehensive video inspection of
storm drainage piping shall occur once every ten years.
d. Any additional maintenance required per the manufacturer's specifications shall also becompleted.
3.Stormwater Inlet/Control Structures:
a. All control structures (orifice, weir, etc.) shall be completely cleaned of accumulated debris and
sediments at the completion of construction. Any repairs shall be performed.b. For the first year, control structures (orifice, weir, etc.) shall be inspected on a quarterly basis.
c. Any accumulated debris shall be removed and any repairs made to the control structures (orifice,weir, etc.) as required.d.From the second year onward, visual inspections shall occur twice per year, once in the spring andonce in the fall, after fall cleanup of leaves has occurred.
e. Accumulated debris shall be removed and repairs made as required.
f. Any additional maintenance required per the manufacturer's specifications shall also be
completed.
4.Drywells and Infiltration Systems:
a. All drywells/infiltrators shall be completely cleaned of accumulated debris and sediments upon the
completion of construction.
b. For the first year, the drywells/infiltrators shall be inspected on a quarterly basis.
c. Any accumulated debris within the drywells/infiltrators shall be removed and any repairs made tothe units as required.d.From the second year onward, visual inspection shall occur twice per year, once in the spring andonce in the fall, after fall cleanup of leaves has occurred.
e. Accumulated debris within the units shall be removed and repairs made as required.
f. Any additional maintenance required per the manufacturer's specifications shall also be
completed.
5.Roof Gutters:
a.Remove accumulated debris and inspect for damage. Any damage should be repaired as
required.
Disposal of Debris and Sediment:
All debris and sediment removed from the stormwater structures and bioretention/biofiltration basins shall bedisposed of legally. There shall be no dumping of silt or debris into or in proximity to any inland or tidalwetlands.
Maintenance Records:
The Owners(s) must maintain all records (logs, invoices, reports, data, etc.) and have them readily available
for inspection at all times.
OPERATIONS AND MAINTENANCE PLAN
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 W
SAN SAN SAN SAN SAN SAN SAN SANFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM 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 W
WWGAR. F.F. El. = 74.7 GAR. F.F. El. = 73.5 GAR. F.F. El. = 73.5 GAR. F.F. El. = 71.8 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. = 83.6 FF. El. = 82.5 FF. El. = 82.5 FF. El. = 80.8 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. = 72.1FF. 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. = 77.8
GAR. F.F. El. = 68.8
FF. El. = 77.8
GAR. F.F. El. = 68.8
FF. El. = 77.2
GAR. F.F. El. = 67.3FF. El. = 76.3GAR. F.F. El. = 73.5
FF. El. = 82.5
GAR. F.F. El. = 75.1FF. El. = 84.1GAR. F.F. El. = 75.1FF. El. = 84.1FF. El. = 84.8GAR. F.F. El. = 76.4
GAR. F.F. El. = 66.6FF. El. = 75.6
GAR. F.F. El. = 71.8FF. El. = 80.8
74 73
73 71
70 6968
67
76
75 75
73
73
70
GAR. F.F. El. = 66.6GAR. F.F. El. = 66.6
FF. El. = 75.6
NORWICH-NEW LONDONROAD (CT ROUTE 32)97 LF 8" Ø ADS-N12 @0.01 MIN 90 LF 10" Ø ADS-N12 @0.01 ft./ft. MIN 57 LF 10" Ø ADS-N12 @0.03 ft/ft47 LF
8"
Ø
ADS-N12
@
0
.01
M
IN
ADS-N12
CB3TF = 70.60'
10" ADS INV. = 68.60'(3 LF @ 0.005 ft/ft)
CB2
TF = 74.60'8" ADS INV. = 69.60'(97 LF @ 0.01 ft/ft)
CB1TF = 74.40'
8" ADS INV. = 70.07'
(47 LF @ 0.01 ft/ft)
CB4TF = 66.90'
10" ADS INV. = 63.83'
(16 LF @ 0.01 ft/ftto GALLEYS)
CB5TF = 64.4'10" ADS INV. = 61.15'10" ADS (OUT) = 60.91'
(12 LF @ 0.02 ft/ftto GALLEYS)
LEVEL SPREADER
TOP = 57.5INV. = 49.5
18"ØOBSERVATION
PORT (TYP)
18"Ø
OBSERVATION
PORT (TYP)
66 L.F 12"ADS-N12 @ 0.01 Min
4 L.F 10" ADS-N12 PVC @ 0.01 Min
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>
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
12/9/2022 2:49 PMNOTES:
1.THIS PLAN IS FOR THE PROPOSED UTILITIES OF THE PROPOSED RESIDENTIAL DEVELOPMENT WITH PARKINGCONSTRUCTION, AND MISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE ORCONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION ANDFOR 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 ALLEXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TOCONTACT 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 BUILDINGDEPARTMENT, ZONING DEPARTMENT, AND FIRE MARSHAL'S OFFICE.
5. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED SOILEROSION 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 TODATE. 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 MULCHUPON COMPLETION OF CONSTRUCTION.
7. LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY. APPLICATION WILL BE MADE TO THE WATERPOLLUTION CONTROL AUTHORITY FOR A PERMIT TO CONSTRUCT AND CONNECT WATER AND SEWER LINES TOTHE MONTVILLE SEWER SYSTEM.
8. EXISTING UNDERGROUND UTILITY LOCATION TAKEN FROM MAPS PROVIDED BY UTILITY COMPANY AND SEWERDEPARTMENT, PRIOR SURVEYS, AND FIELD MARKINGS.
9. ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THETOWN OF MONTVILLE AND UTILITY COMPANY STANDARDS.
10. IF REQUIRED, ALL EXISTING SANITARY SEWER LINES SHALL BE CAPPED WITHIN 2 FEET OF THE EXISTING SEWERMAIN.
11. ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTINGAND GUTTER CONNECTIONS SHALL BE DETERMINED BY CONTRACTOR.
12. ALL UNITS ARE DESIGNED TO HAVE SANITARY CONNECTIONS IN EACH BASEMENT AND WILL PUMP UP TO THEMAIN LATERAL AT THE FRONT OF THE BUILDINGS. SANITARY LIFT SYSTEMS ARE REQUIRED TO FACILITATE ALLSEWAGE 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.NORWICH-NEW LONDONROAD (CT ROUTE 32)W
W
W
W
W
W
W
W
RIM=64.8
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 W W
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
RIM=76.3
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
SAN SAN SAN 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 FM FM FM FM FM FM FM
10' (Typ)10' (Typ)RIM=65.1
W
W
W
W W W W W W W W W WWWETC ETC ETC ETC ETC ETC
ETCETCETC ETCETCETCETCETCETCETCETCETCETC ETC ETC ETC ETC
ETC
74 73
73 71
70 6968
67
76
75 75
73
73
70
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 OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.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. 06604Office (203) 333-9465fax (203) 336-1769e-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.crd12/9/2022 2:49 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
Final Cond. of Approval 10/21/22
Phasing 12/04/22
EROSION &
SEDIMENT
CONTROL PLAN
1.THIS PLAN IS FOR THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION OF ARESIDENTIAL 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 DETAILSREQUIRED FOR BIDDING AND CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTIONAND 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 OFTHE ZONING REGULATIONS.
4. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVEDSOIL EROSION AND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THECONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THECONNECTICUT GUIDELINES FOR EROSION 2002 AS AMENDED.
5. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCHUPON 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 ANDAPPROVAL BY THE ZONING OFFICIAL OR PLANNING DIRECTOR.
SEDIMENT TRAP CALCULATIONS
A. "ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BYFULLER ENGINEERING AND LAND SURVEYING, LLC.NORWICH-NEW LONDONROAD (CT ROUTE 32)EXTG. GARAGE
EXTG. HOUSE >>>>>>>>>>>>PARCEL AREA79,607 S.F.1.83 AC
WOODEDAREA
48" TREE
EXIST
ING
TREEL
INE
45
50
50
55
55
60
60
65
6570
70
7575 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
6363
64
6466
66
67
67
68
68
69
6971
71
72
72
7373
747476
76
45
50
55
60
657075
444647484951525354565758596162636466676869717273
747677 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 SILTFENCE
SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF
SF
SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
PROPOSED ANTITRACKING APRON
SILT FENCE WITHHAYBALEBACKING AT TOEOF SLOPESFSF
SFSF SFSFSFSFPROPOSED STOCKPILEAREA RINGED WITH SILTFENCE AND HAYBALEBACKING.
PROPOSED SILT SACKAND SEDIMENT TRAP(TYP) - LEAVE FRAMESAND GRATES HIGHDURING CONSTRUCTION
TEMPORARY SEDIMENT BASIN -ELEVATION IS SUBJECT TO CHANGETHROUGHOUT CONSTRUCTOIN -MINIMUM CAPACITY = 179 CY (4,843CF MIN) - STABILIZE & RESTORE TOEXTG. GRADE AFTER LEVELSPREADER HAS BEEN INSTALLED
TEMPORARY DIVERSIONBERM w/STONE CHECKDAMS AT 50' O.C. (TYP) -RELOCATE AS REQUIREDDURING CONSTRUCTION
TEMPORARY DIVERSIONBERM w/STONE CHECKDAMS AT 50' O.C. (TYP) -RELOCATE AS REQUIREDDURING 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 OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.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. 06604Office (203) 333-9465fax (203) 336-1769e-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.crd12/9/2022 2:49 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
Final Cond. of Approval 10/21/22
Phasing 12/04/22
EROSION & SEDIMENT CONTROL NOTES & DETAILS
WHEREVER SILT FENCE RUNS ACROSSOR PERPENDICULAR TO SURFACECONTOURS, 10-FOOT LONG WINGS OFSILT FENCE PLACED PERPENDICULAR TOTHE MAIN RUN OF SILT FENCE SHOULDBE PROVIDED AT APPROXIMATEINTERVALS OF 50-FEET.
SILT FENCE PROTECTION DETAIL
SCALE: NTS
3. BACKFILL THETRENCH ANDCOMPACT THEEXCAVATED SOIL.
2. ATTACH FILTER FABRICTO THE POSTS ANDEXTEND IT TO THETRENCH.
SILT FENCE1. SET POSTS ANDEXCAVATE A 6"x6"TRENCH, SETPOSTDOWNSLOPE.
WOOD POSTS
ANGLE 10°UPSLOPE FORSTABILITY ANDSELF CLEANING
COMPACTEDBACKFILL
BOTTOM OFDRAINAGE WAY
ELEVATIONPOINTS "A" SHOULD BE HIGHERTHAN POINT "B"PLAN VIEW
90°
12" MIN.DEPTH
A
B ABFLOW 1" REBAR FOR BAGREMOVAL FROM INLET
EXPANSION RESTRAINT1/4" 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 EQUALPER BALE DRIVEN ONE FOOT (1')INTO GROUND. DRIVE STAKESFLUSH WITH BALES.
COMPACT SOIL AROUNDOUTER PERIMETER OFBALES
TEMP. PROTECTION: INSTALLTARP COVERLONGER PROTECTION: SEEDWITH ANNUAL RYE MIXSOIL (EXCAVATEDMATERIAL 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 THEUPSTREAM BERM SHOULD BE EQUAL TO THEELEVATION OF THE TOP OF THE SUCCEEDINGDOWNSTREAM 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 OFCHECK DAM(S).
1 2 1 21 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 FLOWDEPTH
DESIGN FLOW
8" FREEBOARD
DEPTH
TYPICAL PARABOLIC DIVERSION
SEE DE
SI
G
N
SL
O
P
E(
S)
OVERLANDFLOW
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTES:1. REMOVE ANY EXISTING VEGETATION AND SCARIFY ORBENCH ADJACENT SOILS PRIOR TO PLACING BERM.2. BERM MATERIALS MUST BE ADEQUATELY COMPACTEDAND STABILIZED.3. REFER TO E&S PHASE I & II FOR TEMPORARY AND/ORFINAL STABILIZATION MEASURES.4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL.
DIVERSION BERM DETAIL
SCALE: NTS
SEDIMENT & EROSION CONTROL NARRATIVETHE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE EXISTINGROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND ANY ADJACENTWETLAND AREA AND WATER COURSE FROM SEDIMENT LADEN SURFACE RUNOFF ANDEROSION.
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS ARE TOBE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE EROSION ANDCONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER DEVELOPMENT. THE MINIMUMSTANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE OUTLINED IN THE "CONNECTICUTGUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" 2002 EDITION AS AMENDED TODATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBEDHEREIN.
CONSTRUCTION SCHEDULETHE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS MAY 2022 WITH COMPLETIONANTICIPATED BY DECEMBER 2022. APPROPRIATE EROSION CONTROL MEASURES ASDESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THECOMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION ACTIVITY. SCHEDULE WORK TOMINIMIZE THE LENGTH OF TIME THAT BARE SOIL WILL BE EXPOSED.
CONSTRUCTION SEQUENCE1.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 CONJUNCTIONWITH 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 PLANTHE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES AND WILL BEREQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONDITION. THE AGENTS OFTHE TOWN , INLAND WETLANDS COMMISSION AND/OR PROJECT ENGINEER SHALL HAVE THEAUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR ADDITIONAL MEASURES IF FIELDCONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE ANTICIPATED.
OPERATION REQUIREMENTSCLEARING AND GRUBBING OPERATIONS:1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THE CONSTRUCTIONOF TEMPORARY SEDIMENTATION TRAPS WILL BE INSTALLED PRIOR TO THE START OFCLEARING AND GRUBBING OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES,THE CONTRACTOR SHALL NOT PROCEED WITH GRADING, FILLING OR OTHERCONSTRUCTION OPERATIONS UNTIL THE ENGINEER HAS INSPECTED AND APPROVED ALLINSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING AND GRUBBINGOPERATIONS SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENTATIONAND EROSION CONTROL DEVICES.
4.FOLLOWING THE COMPLETION OF CLEARING AND GRUBBING OPERATIONS, ALL AREASSHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR PROCESSED AGGREGATE STONEAS SOON AS PRACTICAL.
ROUGH GRADING OPERATIONS:
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THE GRADINGPLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILED FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED BY ASILTATION FENCE.
3.IN REGARD TO THE ROCK CUT RETAINING WALL CONSTRUCTION, DURING SITEEXCAVATION AND GRADING, SHOULD LEDGE ROCK PRESENT ITSELF IN THE LOCATION OFTHE REAR RETAINING WALL, ITS EXPOSURE AS FINISHED GRADE MAY BE PERMITTED BYSTAFF APPROVAL INSTEAD OF SOME OR ALL THE MASONRY BLOCK RETAINING WALL,SUBJECT TO SUBMISSION AND ACCEPTANCE OF A CERTIFIED REPORT FROM ACONNECTICUT LICENSED GEO-TECHNICAL ENGINEER BEING PROVIDED VERIFYING THATTHE EXPOSED LEDGE ROCK IS STABLE ENOUGH TO SUPPORT THE SLOPE. SAID REPORTSHALL INCLUDE RELATED CONSTRUCTION DETAILS, AS WELL AS DETAILS OF HOW THESOIL AT THE TOP OF THE EXPOSED SLOPE WILL BE CONTAINED AND MAINTAINED IN THELONG TERM TO PREVENT EROSION.
FILLING OPERATIONS:1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BEPROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY THEENGINEER AND AS SHOWN ON THIS PLAN.
2. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY DIVERSION DITCHESSHALL BE RAISED OR LOWERED, AS NECESSARY, TO DIVERT SURFACE RUNOFF TO THESEDIMENT BASINS.
FINAL GRADING AND PAVING OPERATIONS:1. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACEDEMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH AND VEGETATION. ALLSLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAY SHOULDER AND BANKS SHALLBE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF ISESTABLISHED.
2. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS TO BEPAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND UNDERGROUND UTILITIESAND 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 HAVEBEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND THE SITE HAS BEENINSPECTED AND APPROVED BY THE TOWN, EASTERN CONNECTICUT SOILS CONSERVATIONDISTRICT, INLAND WETLANDS COMMISSION.
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURESI.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 THEPOST AT LEAST 1.5 FEET INTO THE GROUND.
C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENTUNDERMINING 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 EACHRAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE REPLACED ANDPROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THEY EXCEEDA HEIGHT OF ONE FOOT.
II. SEDIMENT TRAPS:A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALL SEDIMENTAND EROSION CONTROL DEVICES AND HAVE THEM READILY AVAILABLE ON-SITE AT ALLTIMES FOR INSPECTION BY CT DEEP, LOCAL AUTHORITIES OR ENGINEER.
B. ALL SEDIMENT BASINS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OFSLOPES SHALL BE PROMPTLY MADE AS NEEDED. EROSION CONTROL BLANKETS MAY BEUSED FOLLOWING REPAIR OF SLOPE AS DIRECTED BY THE ENGINEER.
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT BASINS AND/OR SEDIMENTTRAPS WHEN THEY EXCEED A HEIGHT OF ONE FOOT UNLESS OTHERWISE INDICATED ONTHE EROSION CONTROL PLANS AND DETAILS TO BE AT A SPECIFIC ELEVATION PERCLEAN OUT MARKERS.
D. SEDIMENT SHALL BE DISPOSED OF ON-SITE OR AS DIRECTED BY THE ENGINEER ANDLOCAL GOVERNING OFFICIALS. SEE SEDIMENT AND EROSION CONTROL NOTES HEREINREGARDING DISPOSAL REQUIREMENTS FOR OFF SITE SPOIL DISPOSAL.
III.CHECK DAMS:A. ALL STONE CHECK DAMS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OFSTONE CHECK DAMS SHALL BE PROMPTLY MADE AND ACCUMULATED SEDIMENTREMOVED 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 WASHEDOUT OR ERODED SLOPES SHALL BE MADE PROMPTLY AND THE AREA SHALL BERE-SEEDED AS NECESSARY.
B. EROSION CONTROL BLANKETS MAY BE USED TO REPAIR ERODED SWALES AS DIRECTEDBY THE ENGINEER OR TOWN AGENT.
EROSION AND SEDIMENT CONTROL PLAN1. SILTATION FENCE WILL BE INSTALLED AT ALL CULVERT OUTLETS IF CULVERT OUTLETS AREAPPLICABLE 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; ENERGYDISSIPATERS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND AS NECESSARY.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN ACCORDANCEWITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT GUIDELINES FOR SOILEROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION.
4. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TOCONSTRUCTION WHENEVER POSSIBLE
5. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THECONSTRUCTION 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 LOCALGOVERNING OFFICIALS.
7. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED IN AMANNER WHICH IS CONSISTENT WITH THE INTENT AND REQUIREMENTS OF THE EROSIONCONTROL PLANS, NOTES, AND DETAILS.
8. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION ANDSEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION ANDMAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THECONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN.
SEDIMENT AND EROSION CONTROL NOTES
1.THE OWNER IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSIONCONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPER INSTALLATION ANDMAINTENANCE OF EROSION CONTROL MEASURES, INFORMING ALL PARTIES ENGAGEDWITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THISPLAN, INFORMING THE GOVERNING AUTHORITY OR INLAND WETLANDS AGENCY OF ANYTRANSFER 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 TOENSURE IMPLEMENTATION OF THE EROSION CONTROL MEASURES. THE CONTRACTORSHALL BE RESPONSIBLE FOR THE POSTING OF THIS BOND AND FOR INQUIRIES TO THETOWN FOR INFORMATION ON THE METHOD, TYPE AND AMOUNT OF THE BOND POSTINGUNLESS OTHERWISE DIRECTED BY THE OWNER.
3.VISUAL SITE INSPECTIONS SHALL BE CONDUCTED WEEKLY, AND AFTER EACHMEASURABLE PRECIPITATION EVENT OF 0.10 INCHES OR GREATER BY QUALIFIEDPERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TOASCERTAIN THAT THE EROSION AND SEDIMENT CONTROL (E&S) BMPS ARE OPERATIONALAND EFFECTIVE IN PREVENTING POLLUTION. A WRITTEN REPORT OF EACH INSPECTIONSHALL 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 INACCORDANCE WITH THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTCONTROL, PREPARED BY CTDEEP, LATEST EDITION IN ACCORDANCE WITH THE CONTRACTDOCUMENTS, AND AS DIRECTED BY THE TOWN. THE CONTRACTOR SHALL KEEP A COPY OFTHE GUIDELINES ON-SITE FOR REFERENCE DURING CONSTRUCTION.
5.ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAYBE INSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BY THECONTRACTOR, OWNER, CIVIL ENGINEER, THE TOWN, EASTERN CONNECTICUT SOILSCONSERVATION DISTRICT, INLAND WETLANDS COMMISSION, OR GOVERNING AGENCIES.THE CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNINGAGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN THOSE SHOWN ONTHE PLANS ARE PROPOSED.
6.THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS BEFORE ANDAFTER EACH STORM (0.10 INCHES OR GREATER RAINFALL), OR AT LEAST WEEKLY, TOVERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERENECESSARY.
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 EMERGENCYREPAIRS.
8.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING OR CONSTRUCTION. ALLCONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE (LOD), WHICHSHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES, RIBBONS, OR OTHERMEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILLSIDE OF THE SILT FENCE UNLESS WORK IS SPECIFICALLY CALLED FOR ON THE DOWNHILLSIDE OF THE FENCE.
9.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALLEARTH 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 7DAYS.
10.SEDIMENTATION TRAPS SHALL PROVIDE 134 CUBIC YARDS OF SEDIMENT STORAGE PERDISTURBED ACRE CONTRIBUTING TO THE TRAP. PROVIDE TRAP VOLUMES FOR ALLDISTURBANCE ON SITE.
11.MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARYMIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZED PERIOD) USINGPERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES ANDSWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF NECESSARY, REPLACELOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH.MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGINGAREAS MAY BE HYDROSEEDED WITH TACKIFIER.
12.SILT FENCE AND OTHER SEDIMENT CONTROL MEASURES SHALL BE INSTALLED INACCORDANCE WITH CONTRACT DRAWINGS AND MANUFACTURER'S RECOMMENDATIONSPRIOR TO WORK IN ANY UPLAND AREAS.
13.EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE STOCKPILED ON UPHILLSIDE 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 FABRICUSED SHALL BE MIRAFI 100X OR EQUIVALENT. SEE SPECIFICATIONS FOR FURTHERINFORMATION.
15.WHERE INDICATED ON EROSION CONTROL PLANS USE NEW HAY BALES AND REPLACETHEM WHENEVER THEIR CONDITION DETERIORATES BEYOND REASONABLE USABILITY.STAKE HAY BALES SECURELY INTO GROUND AND BUTT TIGHTLY TOGETHER TO PREVENTUNDERCUTTING AND BYPASSING.
16.INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, SEDIMENT TRAPS, ANDDEWATERING PITS AS SHOWN AND AS NECESSARY DURING VARIOUS PHASES OFCONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED. LOCATION OFTEMPORARY SEDIMENT TRAPS WILL REQUIRE REVIEW AND APPROVAL BY THE CIVILENGINEER AND GOVERNING OFFICIAL.
17.BLOCK THE OPEN UPSTREAM ENDS OF DETENTION BASIN/SEDIMENTATION BASIN OUTLETCONTROL ORIFICE UNTIL SITE IS STABILIZED. CONVERT TEMPORARY SEDIMENT BASINS TOPERMANENT DETENTION BASINS ONCE SITE HAS BEEN STABILIZED. CLEAN OUTLETCONTROL STRUCTURES AS NECESSARY AND REMOVE ACCUMULATED SEDIMENT FROMBOTTOM OF BASIN. BLOCK END OF STORM SEWERS IN EXPOSED TRENCHES WITH BOARDSAND 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 LESSFREQUENTLY IF TRACKING IS NOT A PROBLEM) DURING CONSTRUCTION. OTHER DUSTCONTROL MEASURES TO BE USED AS NECESSARY INCLUDE WATERING DOWN DISTURBEDAREAS, USING CALCIUM CHLORIDE, AND COVERING LOADS ON DUMP TRUCKS.
19.PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE SEDIMENT TRAPSDURING CONSTRUCTION AND CLEAN ACCUMULATED SILT WHEN NECESSARY OR WHENONE FOOT OF SEDIMENT HAS ACCUMULATED OR PER SPECIFIC CLEANOUT MARKERELEVATION. REMOVE ACCUMULATED SEDIMENT FROM BEHIND SILT FENCE WHEN LEVELREACHES HALF THE HEIGHT OF THE HAY BALE OR ONE FOOT AT SILT FENCE. DISPOSE OFSEDIMENT LEGALLY EITHER ON OR OFF SITE.
20.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THEPOTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATORSHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) TO ELIMINATE THEPOTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.
21. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF UTILITY AND STORMPIPE 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 HASA MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENTNON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACEEROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHERMOVEMENTS.
23.MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVECONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPON COMPLETION OF WORKSWEEP PARKING LOT AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS WHENAUTHORIZED BY LOCAL GOVERNING AUTHORITY. FILE NOT (NOTICE OF TERMINATION) WITHGOVERNING AUTHORITY RESPONSIBLE FOR REGULATING STORM WATER DISCHARGESFROM CONSTRUCTION ACTIVITIES PER NPDES.
C-5.1
LANDSCAPE
& LIGHTING
PLAN
1. ALL PLANTING MIXES SHALL BE PREPARED PRIOR TO DELIVERY TO SITE2. PLANTING MIX FOR TREES AND SHRUBS SHALL BE AS FOLLOWS3 PARTS SCREED TOPSOIL1 PART CLEAN WASHED COARSE SAND1 PART PEAT HUMUS5 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 TOPSOIL1 PART SAND1 PART HUMUS5 LBS. COMPOST PER CU. YD. OF MIX7. TOPSOIL:A. PROVIDE A NATURAL, FERTILE, FRIABLE, NATURAL LOAM SURFACE SOIL CAPABLE OF SUSTAININGVIGOROUS 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 PASSING1"100V4"97 - 100NO. 200 20 - 65D. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TESTING AND ANALYSIS OF EXISTING AND IMPORTEDSOILS. 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 OTHERSOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY TOPSOIL.
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 SAFEJOBSITE 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 FORCOMPLETING 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 THEINTENT OF THIS CONTRACT TO AVOID ANY DISTURBANCE TO EXISTING VEGETATION ON THE SITEOTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL. ADJUSTMENTS SHALL BE MADE INTHE FIELD AT THE DIRECTION OF THE LANDSCAPE DESIGNER.
10.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PLANTING, SEEDING AND TREE WORK WITHOTHER 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-EXISTINGCONDITIONS AS A RESULT OF PLANTING OPERATIONS TO OWNERS AND/OR LANDSCAPE DESIGNERSAPPROVAL.
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 ANDSUBSTITUTIONS. 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 ANDFLOURISHING CONDITION FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. THECONTRACTOR SHALL REPLACE, AS SOON AS WEATHER AND SEASONAL CONDITIONS PERMIT, ALLDEAD 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 DURINGREPLACEMENT OF WARRANTY MATERIALS.
16.WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES SHOWN ON THE PLANT LIST & THEPLAN, 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 SOILTEST 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 BARKMULCH. 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 FINALPLACEMENT.
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
12/9/2022 3:16 PM1. 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 IFTHERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELDCONDITIONS.
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, SCALE1"=20', BY FULLER ENGINEERING AND LAND SURVEYING, LLC.
10
22
22
NORWICH-NEW LONDONROAD (CT ROUTE 32)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 W
SAN SAN SAN SAN SAN SAN SAN SANFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM 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 W
WWETC ETC ETC ETC ETCETCETCETCETCETCETCETCETCETCETC ETC ETC
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
1/4/22
FE22-1700
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.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. 06604Office (203) 333-9465fax (203) 336-1769e-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.crd12/9/2022 3:48 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
Final Cond. of Approval 10/21/22
Phasing 12/04/22
EXTRUDED BITUMINOUS CONCRETE LIP CURBING DETAIL
SCALE: NTS DETAIL PER TOWN OF MONROE DPW STANDARD DRAWINGS
48°
21°
R=2"BITUMUNOUSCONCRETE PAVEMENT
TACK COAT
ASPHALT PAVINGSTANDARD DUTY ASPHALT PAVINGHEAVY DUTY
PAVING DETAILS
SCALE: NTS
CLASS 1, 1.5" BIT. CONC.WEARING COURSE
CLASS 4, 2.5" BIT. CONC.BINDER COURSE4" GRANULAR BASECOURSE
9" GRANULARSUBBASE COURSE COMPACTEDSUBGRADEGRANULAR SUBBASECOURSE COMPACTEDSUBGRADE
CLASS 1, 1.5" BIT. CONC.WEARING COURSECLASS 4, 1.5" BIT. CONC.BINDER COURSE4" GRANULAR BASECOURSE
6" GRANULARSUBBASE COURSE COMPACTEDSUBGRADE
6" PCC SURFACECOURSE, 4,000 PSI
6" GRANULAR BASECOURSEWELDED WIRE FABRIC6 x 6 - W2.0 x W2.0 (2" CLEAR)
HEAVY DUTY CONCRETE PAVING
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 NEEDEDFOR STEPPING
SECTION-FRAME SIDE DOUBLE GATEFRAME SIDE
CAP
END VIEW
TOP VIEW
3/4 x 4FACIAPOST6 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
NOTES1.ALL TIMBER TO BE PRESSURE TREATED CCA=0.40 PCF SOUTHERN YELLOW PINE
BOLT HEAD OR NUTSHALL NOT PROTRUDEFROM SURFACE OF RAILOR POST
10"2"
ANTI-CHECK SPLINE(TYP.)
10" x 10" POST (TYP.)
4"
8"
1"-0"
4'-0"
GRADE
5" x 8"CROSSMEMBER
4 GALVANIZED CARRIAGE BOLTS.COUNTER BORE REAR TO RECEIVENUT 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
NOTES1.SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS2.PROVIDE 2 COATS OF PAINT ON ALL SURFACES.
8' - 0"10'-0"5' - 0"18' - 0"10' - 0"4" YELLOW PAINT LINESAT 2' O.C. PAINTED AT45° ANGLE
TAPERED CURB TOFULL 6" REVEAL
PAINTED WHITE SYMBOLON BLUE BACKGROUND INACCORDANCE WITHFEDERAL STANDARDS
ACCESSIBLE SIGN WITHBOLLARD BASE (TYP.)
FLUSH CONDITIONS
8' - 0"VAN SPACE
DN DN
FULL WIDTH CAP STONERANDOM LAID STONE- FACE STONESTO BE PREDOMINENTLY OF HORIZONTALNATURE 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 METALCONDUIT
CONCRETE FOUNDATIONWITH RUBBED SANDFINISH
CURB
ANCHOR BOLTS(SIZES PERMFG)
PROVIDE GROUNDINGTYPE INSTALLATION
5" STEEL SQAURE POLEHUBBELL LIGHTING MODELSSS, DARK BRONZE
18" MIN
30"4'2'16' MOUNTING HEIGHT2' DIA
LIGHT FIXTURE WITHHOUSE SHIELD (SEELIGHTING SCHEDULEAND 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, WHITESCALE: NTS
FULL WIDTH CAP STONE
COMPACTED BACKFILL
RANDOM LAID STONE- FACE STONESTO BE PREDOMINENTLY OF HORIZONTALNATURE. 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 THEDRAINAGE 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 OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.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. 06604Office (203) 333-9465fax (203) 336-1769e-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.crd12/9/2022 3:39 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
Final Cond. of Approval 10/21/22
Phasing 12/04/22
NOTE: FILTER FABRICSHALL BE NON-WOVEN,MEETING ASTM D-3776 ANDD-4491.
4'-0"
5'-0"
NOT TO SCALE
4'-6"4'-6"4'-6"
TYPICAL PARKING LOT PAVEMENT SECTION ON6" MINIMUM COMPACTED PROCESSEDAGGREGATE BASE COURSE OR FINISHEDGRADEFILTER FABRIC
4'-0"
8" MIN.
1" CRUSHED STONE
1" CRUSHED STONE BASE
6"
4'x8'x4' OR 4'x4'x4' PRE-CAST CONCRETE GALLEYS BYCONNECTICUT PRE-CAST OR APPROVED EQUAL SEEPLAN SHEET SU-1AND 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 SECTIONTO FINISH GRADE
VALVE BOX TO BEENTIRELY SUPPORTEDBY CONCRETEBLOCKS OR BRICKS TOSUIT. VALVE BOXMUST NOT BEAR ONVALVE OR PIPE.
GATE VALVE DETAIL
SCALE: NTS
TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER3/4" CRUSHED STONE TO BE INSTALLED TO DEPTHDETERMINED BY GEOGRAPHICAL ENGINEER INPEAT AND UNSUITABLE SOIL AREAS
7" SAND BED FROMMAIN TO METER PIT(GAS LINE ONLY) 1'-0"MIN IN ROCK.
12" SAND COVER OVERPIPE
METAL STRIPS BURIED 12" ABOVE P.E.PIPE EVERY 5' & AT BENDS (GAS LINESONLY) MARKING TAPE BURIED OVERELECTRIC AND TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT., TELE. ANDCATV. 3'-0" WHEN ELEC., CATV, & TEL.ARE GROUPED IN TRENCH
BOTTOM OFUTILITYTRENCH
APPROVED COMPACTED% MAX DRY BACKFILL (95DENSITY) COMPACTIONPER 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 PAVEMENTSECTION
10"
CAST IRON COVER
CLEAN-OUT PLUG
CAST IRON CLEAN OUT
18"x18" PAD 28 DAY 3000PSI CONCRETE
GRADE
4" PVC
4"- 45° ELBOW
END CAP
6" X 4" TEE "Y"
UNDERGROUNDPIPING
PIPE SIZE PER PLANSTORM CLEANOUT DETAIL
SCALE: N.T.S
CLEAN-OUT BOX ISINDEPENDENT OF PIPE
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORTSYSTEM ASREQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PERUNIFIED SOIL CLASSIFICATION SYSTEM OR ASAPPROVED BY SITE ENGINEER, COMPACTED TO95% 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 TODEPTH DETERMINED BY ENGINEER IN PEAT ANDUNSUITABLE 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
NOTES1.5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THEMANHOLE. 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 ORFLEXIBLE WATERTIGHT RUBBER GASKET
PRECAST REINFORCEDCONCRETE TONGUE AND GROOVERISERS AS REQUIRED
LIFTING HOLES (TYP.)(FILL WITH MORTAR)
WELDED WIRE FABRIC
PRECAST REINFORCEDCONCRETE MANHOLE ECCENTRICCONE
ADJUST TO GRADE WITH MAX. OFFOUR 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 SYSTEMCOMPONENTS AS SPECIFIED IN "APPENDIX 'O'OPERATIONS AND MAINTENANCE PLAN" IN THEENGINEERING REPORT FOR THE LIFE OF THEDRAINAGE SYSTEM
NOTE:ROUTINELY MAINTAIN ALL DRAINAGE SYSTEMCOMPONENTS AS SPECIFIED IN "APPENDIX 'O'OPERATIONS AND MAINTENANCE PLAN" IN THE
ENGINEERING REPORT FOR THE LIFE OF THEDRAINAGE SYSTEM
NOTE:ROUTINELY MAINTAIN ALL DRAINAGE SYSTEMCOMPONENTS AS SPECIFIED IN "APPENDIX 'O'OPERATIONS AND MAINTENANCE PLAN" IN THEENGINEERING REPORT FOR THE LIFE OF THEDRAINAGE SYSTEM
NOTE:ROUTINELY MAINTAIN ALL DRAINAGE SYSTEMCOMPONENTS AS SPECIFIED IN "APPENDIX 'O'OPERATIONS AND MAINTENANCE PLAN" IN THEENGINEERING REPORT FOR THE LIFE OF THE
DRAINAGE SYSTEM
CURBING
4'-0'' WHERE CBIS IN A SAG
VARY CROSS SLOPE OFGUTTER TO MATCHCROSS SLOPE OFGRADE (TYP.)NORMAL CROSSSLOPE OF GUTTER (TYP.)NOTE: CONCRETE COMPRESSIVE STRENGTH = 4000psi @ 28 DAYS
VARIESFINISHED GRADE MAY VARYADJACENT TO CATCH BASINAS DIRECTED 3-34"(TYP.)14"/ FT.DROPMIN.
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"/ FTDROPMIN.
7''
1'-0''(TYP.)
8''
(TYP.)7-58"(TYP.)
2'-8-34''2'-0'' MIN.6''5'-4"
4'-0''
FLOATABLES AND DEBRISTO BE CLEANEDPERIODICALLY HOODED INLET TRAPBY NEENAH FOUNDRYOR APPROVED EQUAL
9''OUTLET PIPE
WATER LEVEL
HOOD BELOWWATER LEVEL(TYPICAL)
Job Number:
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1/4/22
FE22-1700
12/9/2022 3:50 PMCONCRETE OR BRIC. INVERTFRAME
STEP ALL JOINTS SHALL BE POINTEDFLUSH AND FULL
CLASS ''A'' CONCRETE
WALLS SHALL BE BUILT OFMASONRY CONCRETE UNITS ORCLASS ''A'' CONCRETE AT THEOPTION OF THE CONTRACTOR.
DIAMETER VARIES WITH
THIC.NESS OF THE WALL3' (914) TO 4' (1219)5 (152)
(TYP.)
1'-0Ԁ(305)1'-2Ԁ (356) TO 5'-4Ԁ (1626)8Ԁ (203)
12Ԁ (305) (TYP.)
4'-0Ԁ (1219) DIA.
WALL SHALL BE A MIN. OF 6''(152) WITHMASONARY CONCRETE UNITS. CLASS
''A'' CONCRETE WALL SHALL BE 12''(300) THIC.WHEN DEPTH OF MANHOLE IS GREATERTHAN 10'(3048) DEEP.
MASONRY WALLS SHALL BE PLASTERED
OUTSIDE WITH 2:1 CEMENT MORTAR '' (13)
THIC.. MASONRY MUST BE WET WHENMORTAR IS APPLIED.
MASONRY CONCRETE UNITS SHALLBE LAID IN CEMENT SAND MORTAR1:2 MIX. JOINTS SHALL NOT BE
OVER ''(13) ON INSIDE FACE
2'-7Ԁ (787)
MASONARY CONCRETE UNITOR CLASS ԀAԀ CONCRETE0.8 XPIPE DIA.PIPE DIA.
..
/
F
T
/FT
Job Number:
Job Start Date:
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Scale:
1/4/22
FE22-1700
12/9/2022 3:50 PM