HomeMy WebLinkAboutSite PlanI3 )V6CSO
T ,FGFND
S21
7
N/F
ELLEN R. ROBINSON
VOL. 250 PG. 645
MAP 73 - LOT 15)
AREA TO BE CONVEYED
ELLEN R. ROBINSON
849 S.F.t)
VOL.
N/
FN/
F
PATRICKJ. MCQUILLAN &
WILLIAM HILL &
PATRICE HILL
N/F
PATRICIA BEADETTE N/FPATRICK
N/F MCQUILLAN MAP 73 -LOT 9) i (MAP 73 -LOT 10) MARIAN A. NOVAKOWSKI, ET AL
HENRY P. FLYNN & MAP 73 - LOT 7)
MON
t (MAF 73 -LOT 11)
ELIZABETH FLYNN
IRON PIN
REC. RECOVERED
MAP 73 - LOT 8)
SMH SANITARY MANHOLE
CB CATCH BASUN
TF TOP OF FRS
INV.
Com- - WATER MAIN .-
WG
f TUD nr,t l ARCn SMH A /!A 111 T
S21
7
N/F
ELLEN R. ROBINSON
VOL. 250 PG. 645
MAP 73 - LOT 15)
AREA TO BE CONVEYED
ELLEN R. ROBINSON
849 S.F.t)
VOL. VOLUME
PG. PAGE
N/F NOW OR FORMERLY
S.F. SQUARE FEET
CHD CONNECTICUT HIGHWAY DEPARTMENT
MON MONUME II'
IPIN IRON PIN
REC. RECOVERED
DMH DRAINAGE MANHOLE
SMH SANITARY MANHOLE
CB CATCH BASUN
TF TOP OF FRS
INV. INVERT
SNET SOUTHERN NEW ENGLAND TELEPHONE
WG WATER G"i
CONC. CONCRETE
BCLC BITUMINOUS CONCRETE LIP CURBING
REST, RETAINING
LP LIGHT POLE,
110 -
110
x 112.6
x 114.5
EXISTINGCONTOUR TO M
PROPOSED CONTOUR AS N
EXISTINGSPOT GRADE AND
PROPOSED SPOT GRADE
RICHARD A.
vu-4
THIS MAP IS SUBSTANTIALLY CORRECT
IS OT VALID WITHOUT A LIVE SIGNATURE
Oli TH SURVEYOR HEREON.
L.S. #70019
LOCATION MAP
1000 500 0 1000
GRAPHIC SCALE IN FEET
OWNER/APPLICANT
WOYASZ PROPERTIES, LLC
ATTN: JON WOYASZ
141 CENTRAL AVENUE
NORWICH, CT 06360
NOTES:
1, THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT
IS A PROPERTY SURVEY BASED ON A DEPENDENT RESURVEY AND CONFORMS TO
HORIZONTAL ACCURACY CLASS A-2.
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND
RECORDS VOLUME 541- PAGE 966.
3. TOTAL AREA OF PROPERTY - 121,511 S.F.± - (2.79 ACRES±.)
4. THE PROPERTY IS SHOWN ON ASSESSORS AS A PORTION OF MAP 73 - LOT14.
5. THE PROPERTY IS LOCATED IN ZONING DISTRICT - R-20.
6. THE PROPERTY IS SUBJECT TO ARIGHT TO DISCHARGE SURFACE WATER IN FAVOR
OF THE STATE OF CONNECTICUT AS RECORDED IN VOLUME 62 - PAGE 151,
7. TOPOGRAPHIC INFORMATION CONFORMS TO T-2 MAPPING STANDARDS.
BASE FOR LEVELS: APPROXIMATE N.G.V.D. 1929.
APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INALND WETLANDS & WATERCOURSES COMMISSION
CHAIRPERSON DATE
SCALE:
8. NO PORTION OF THE SITE IS LOCATED WITHIN THE TOWN OF MONTVILLE
DESIGNATED COASTAL AREA MANAGEMENT (CAM) ZONE.
9. THE SITE IS LOCATED WITHIN FLOOD HAZARD ZONE "C" (AREA OUTSIDE OF
500 YEAR FLOODPLAIN BASED ON FEMA FLOOD INSURANCE RATE MAP -
TOWN OF MONTVILLE, CONNECTICUT, NEW LONDON COUNTY, CMP#090099-0016C,
PANEL 16 OF 16, DECEMBER 5, 1995.
10, THE SITE IS SERVICED BY MUNICIPAL SANITARY SEWER DISPOSAL SERVICE
AND PUBLIC WATER SERVICES.
11. ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND MUST
BE VERIFIED PRIOR TO COMMENCING OF ANY SITE WORK. THE ENGINEER MAKES
NO STATEMENT, WARRANTY OR GUARENTEE TO THE LOCATION, SIZE, TYPE,
QUANTITY OR CONDITION OF ANY UTILITIES SHOWN HEREON.
12. THE CONTRACTOR MUST CONTACT "CALL BEFORE YOU DIG" ORGANIZATION
AT 1-800-922-4455, AT LEAST (3) BUISINESS DAYS PRIOR TO COMMENCING ANY
SITE WORK, DRILLING, EXCAVATION OR ANY OTHER SITE DISTURBANCE ON OR
ADJACENT TO THIS PROJECT SITE.
13. THE CONTRACTOR MUST COORDINATE ALL UTILITY SHUT -OFFS, ABANDONMENTS,
NEW CONNECTIONS AND INSTALLATIONS WITH THE APPROPRIATE UTILITY COMPANIES
BEFORE AND DURING THE UTILITY WORK ON THIS PROJECT.
14. ALL MATERIALS, INSTALLATION AND WORKMANSHIP SHALL BE IN ACCORDNACE
WITH THE TOWN OF MONTVILLE SITE PLAN STANDARDS, DPW CONSTRUCTION
STANDARDS AND/OR THE STANDARD SPECIFICATIONS FOR ROAD & BRIDGE AND
CONNECTICUT DEPARTMENT OF TRANSPORTATION; FORM 815; LATEST EDITION,
WITH ALL ADDENDA AND REVISIONS THEREOF.
15. ALL TRAFFIC SIGNAGE, MARKINGS, LOCATIONS AND INSTALLATIONS SHALL BE
IN STRICT ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), LATEST EDITION.
16. ALL SITE WORK SHALL CONFORM TO THE TOWN OF MONTVILLE SITE PLAN
1/F STANDARDS, LATEST REVISION.
LY SCOTT 17. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ANSI STANDARDS OR
9 PG 869 OR TOWN OF MONTVILLE STANDARDS, WHICHEVER IS MORE RESTRICTIVE.
LOT 32) 18. ON SITE STORM DRAINAGE SYSTEM PIPING AND BASINS ARE DISIGNED BASED
ON A 25 YEAR STORM FREQUENCY EVENT.
19. ANY SIGN ERECTED MUST ME THE TOWN OF MONTVILLE ZONING REGULATION
STANDARDS - SECTION 20 & SECTION 20.3.
20, A VARIANCE WAS GRANTED FOR THE APPEAL OF SECTION 9.2 TO ALLOW THE USE
OF A FUNERAL HOME ON THE PROPERTY. APPLICATION NO.209-ZBA-1, (8/12/09).
MAP REFERENCES:
1. BOUNDARY SURVEY PREPARED FOR MONTVILLE CONGREGATION OF JEHOVAH'S
WITNESSES, 7 JEROME ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=40', DATE:
DECEMBER 30, 2005, PREPARED BY ALEXANDER C. HOLOWATY.
UT 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP - TOWN OF
MONTVILLE, CONNECTICUT TURNPIKE FROM WATERFOR - MONTVILLE TOWN
LINE NORTHERLY TO RAYMOND HILL ROAD, SCALE: 1" -80, DATE: OCT. 25,196-2,
NUMBER. 85-06, SHEET 3 OF 6.
APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INALND WETLANDS & WATERCOURSES COMMISSION
CHAIRPERSON DATE
SCALE:
N/F
ELLEN R. ROBINSON
VOL, 250 PG. 645
MAP 73 - LOT 15)
HOUSE
3
LEGEND:
VOL. VOLUME
PG. PAGE
N/F
NOW OR FORMERLY
N/F
PATRICIA BEADETTE
SQUARE FEErl
CON\W1
CONNECTICUT HIGHWAY DEPARTMENT
MON MONUMENT
IPIN IRON PIN
REC, RECOVERED
DMH
WILLIAM HILL &
SMH SANITARY MANHOLE
CB CATCH BASK
TF
rtctjT
N/F
INVERT
CB -TYPE "CL"
TF.
SOUTHERN NEW ENGLAND TELEPHONE
PATRICE HILL
WATER GATE
MAP 73 - LOT 10)
CONCRETE
SITE DATA TABLE - ZONE R-20
BITUMINOnSCONCRETE LIP CURBING
covo pp
PATRICK J. MCQUILLAN &
LP
97.00
INVIN-91.8
110 – —
MAP 73 - LOT 9)
110 PROPOSED CONTOUR
x 112,6
ITEM REQUIRED PROVIDED Tit T
MARGARET MCQUILLAN INVOUT-90.8 LOT AREA 10,000 S.F. 122,360 SFMAP73 -LOT 7) CB LOT FRONTAGE 100 FT. 237.14 FT,
EX. 8" WATER MAIN FRONT YARD 40 FT, 153 FT.
SIDE YARD 15 FT. 33 FT.
JEROME ROAD SMH REAR YARD 40 FT. 42 FT.
CB -TYPE "C" EX. SEWER MAIN
BLDG, HEIGHT 35 FT. 99 FT.
EXISTEXIST:..
PROVIDE STOP
BAR & SIGN
TF. -99.16
1W.-94.8 f MPE PARKING 24 SPACES 34 SPACES
BCLC-,, SEE DETAIL) X98.2—
1811 HDPE X98.6 ff
PARKING REQUIREMENTS - 1 SPACE PER 50 ST OF PUBLIC ASSEMBLY AREA
10ilPT 1,200/50 = 24 SPACES REQUIRED
HOUSE
3
LEGEND:
VOL. VOLUME
PG. PAGE
N/F NOW OR FORMERLY
S.F. SQUARE FEErl
CHD CONNECTICUT HIGHWAY DEPARTMENT
MON MONUMENT
IPIN IRON PIN
REC, RECOVERED
DMH DRAINAGEMANHOLE
SMH SANITARY MANHOLE
CB CATCH BASK
TF TOP OF FRAME
INV. INVERT
SNET SOUTHERN NEW ENGLAND TELEPHONE
WG WATER GATE
CONC. CONCRETE
BCLC BITUMINOnSCONCRETE LIP CURBING
RET. RETAINING
LP LIGHT POLE
110 – — EXISTING CONTOUR
110 PROPOSED CONTOUR
x 112,6 EXISTING SRX GRADE
x 114.5 PROPOSED SPOT GRADE
RIGHT TO DISHARGE
SURFACE WATER
SEE NOTE #6)
To my knowledge and belief, this map is substantially correct as noted hereon.
Mark A. Reynolds, P.E. CT LIC. # 19789
Certification is not valid without live signature and embossed (impression) type seal.
4-4
ra
TO MY B THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTE = NT VALID WITHOUT A LIVE SIGNATURE
AND THE TH VSURVEYOR HEREON.
RICHARD A. DESCHAMPS L.S. #70019 DATE
N/F
GEORGE K. KINNEY, JR.
VOL. 497 PG. 355
00 (MAP 69 - LOT 33)
PROVIDE
VEGETATED
SWALE
DITCH
2 6
PROJECT NO,
DRAWN BY:
DATE:
APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INALND WETLANDS & WATERCOURSES COMMISSION
CHAIRPERSON DATE
18
PR
RIGHT TO DISHARGE
SURFACE WATER
SEE NOTE #6)
To my knowledge and belief, this map is substantially correct as noted hereon.
Mark A. Reynolds, P.E. CT LIC. # 19789
Certification is not valid without live signature and embossed (impression) type seal.
4-4
ra
TO MY B THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTE = NT VALID WITHOUT A LIVE SIGNATURE
AND THE TH VSURVEYOR HEREON.
RICHARD A. DESCHAMPS L.S. #70019 DATE
N/F
GEORGE K. KINNEY, JR.
VOL. 497 PG. 355
00 (MAP 69 - LOT 33)
PROVIDE
VEGETATED
SWALE
DITCH
2 6
PROJECT NO,
DRAWN BY:
DATE:
APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INALND WETLANDS & WATERCOURSES COMMISSION
CHAIRPERSON DATE
EROSION AND SEDIMENT CONTROL REPORT:
SITE DEVELOPMENT PLAN
PREPARED FOR
WOYASZ PROPERTIES, LLC
11 JEROME ROAD
MONTVILLE, CONNECTICUT
REFERENCE IS MADE TO
1. Connecticut Guidelines for Swill Erosion and Sediment
Control, January 2002.
2. Soil Survey ofNew London County Connecticut, U.S.D.A.
Soil Conservation Service 1983.
DEVELOPMENT
The proposed development will allow for the creation of a new parking
area with 14 addition parking spaces which is located to the rear of the
existing building. The existing, access drive will be widened to 24' to
accomodate 2 way traffic flow" New concrete walkways will be
constructed to the front and rear ofthe building with handicap access
being located in the rear. The existing parking area will be repaired, sealed
and new parking striping applied.
DEVELOPMENT SCHEDULE
It 1S anticipated that grading and construction activities will begin
in April 2010 and will be completed within 2 months.
SEQUENCE OF CONSTRUCTION:
1. Install erosion and sediment control structures.
2. Clear and grub proposed site area.
3. Construct new parking, access drive and retention area.
4. Construct new concrete walkways and install proposed
site lighting.
5. Loam, seed and mulch all disturbed ares.
6. Repair, seal existing parking area. Apply new striping.
7.. Remove erosion and sediment control.
DEVELOPMENT CONTROL PLAN
Prior to the commencement of operations in accordance with
any permit issued by the Town of Montville, the Contractor
shall install all erosion and sediment control measures.
In case of emergencies involving erosion and control measures
or on site activities - contact Bill Hadley - 860-889-5188.
The Contractor shall obtain a site inspection from the Town of
Montville Enforcement Officer to ensure that all erosion and
sediment control measures havv been installed in accordance with
this narrative. Upon certification with respect to the installation
of erosion and sediment control measures, the Contractor may
commence operations pursuant to the permit. Erosion and
control devices shall be installed in accordance with the "Filter
Barrier Installation & Maintenance" and "Hay Bale Installation
Maintenance" sections of this narritive hereinafter contained.
All stripping is to be confined to the immediate construction
area. Topsoil shall be stockpiled so that slopes do not exceed
2 to 1. A haybale sediment barrier is surround each stockpile
and a temporary vegetative cover shall be provided.
Dust control will be accomplished by spraying with water and
if necessary, the application ofcalcium chloride.
The proposed planting schedule is to be adhered to during
the planting ofdisturbed areas throughout the proposed
construction site.
Final stabilization of the site is to follow the procedures
outlined in permanent vegetative cover. If necessary a
temporary vegetative cover is to be provided until a
permanent cover can be applied.
During the stabilization period, all erosion and sediment
control measures shall be maintained in proper working
order. The Owner's representative shall be responsible for
checking all erosion and sediment control measures on a
twice -weekly basis during the stabilization period and after
each storm event. During the stabilization period with
respect to the site, any erosion which occurs within
disturbed areas shall be immediately repaired, reseeded and
restabilized.
Once stabilization has been completed and certification
thereof obtained in writing from the Enforcement Officer
of the Town ofMontville, erosion and sediment control
measures shall be removed by the Contractor.
FILTER BARRIER INSTALLATION & MAINTENANCE:
1. Dig a 6" trench on the uphill side of the barrier
location.
2. Position the posts on the downhill side ofthe barrier
and drive the post 1.5 feet into the ground.
3. Lay the bottom 6" of the fabric in the trench to prevent
undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Sediment deposits are to be removed when they reach a
height of one foot behind the barrier and are to be
deposited in an area which is not regulated by the Inland
Wetlands Commission.
6. Inspections and necessary repairs will be made twice
weekly.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye Grass will be completed within 15
days ofthe formation of stockpile(s). If the soil in the
stockpiles has been compacted by construction operations it
shall be loosened to a depth of2 inches before the
fertilizer, lime and seed is applied. 10-10-10 fertilizer at
a rate of 7.5 pounds per 1000 s.f and lime stone at a rate of
90 lbs. per 1000 s.f. shall be used. Rye Grass applied at a
rate of 1 lb. per 1000 s.f. shallprovide the temporary
vegetative cover. Straw or hay, free from weeds and coarse
matter shall be used at a rate of 70-90 lbs. per 1000 s.f. as
a temporary mulch. Apply mulch and drive tracked equipment up
and down slope over entire surface so cleat marks are parallel
to the contours.
PERMANENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been
completed and the shoulders are graded to a slope no greater
than 3 to 1. Topsoil will be spread at a minimum compacted
depth of 4 inches. Once the topsoil has been spread, all
stones two inches or larger in any dimension will be removed
as well as debris. Apply agricultural ground limestone at the
rate of two tons per acre or 100 lbs. per 1000 s.f. Apply
10-10-10 fertilizer or equivalent at a rate of 300 lbs. per
acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into
the soil to a depth of 4 inches. Inspect seedbed before
seeding. Iftraffic has compacted the soil, retill
compacted areas. Apply the following grass seed mix:
Seed Mixture lbs./acre lbs./1000 s.f.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Grass 5 .10
45 1.00
The recommended seeding dates are:
April 1 - June 15 and August 1 - September 15
Following Seeding, firm seedbed with a roller. Mulch
immediately following seeding. If a permanent vegetative
stand cannot be established by September 30, apply a temporary
cover on the topsoil such as netting, mat or an organic mulch.
MATCH /
EXISTING
GRADE
PA
RETENTION AREA
WIDTH VARIES
26'-36'
4" WIDE FAIN It+1J,IxtrINU 1
CONSTRUCTION ENTRANCE
NOT TO SCALE
HANDICAP SIGN HANDICAP SIGN
4' WIDE
GRAVEL
SHOULDER
EXISTING-
tio•---- GRADE
MAX. WATER ELEV. 119.0
1
1 3
3
BOTTOM RETENTION AREA
ELEV. 117.5
NOTE: OUTLET AREA TO BE CONSTRUCTED AT
EAST END - (ELEV. 119.0)
MAX. WATER SURFACE - 119.0
SECTION A -A
N.T.S.
RETENTION AREA DETAIL
H D tE' (N
NO1VM SCC k%TAL.E
SECURE TO 1 A2" O
GALVANIZED STEEL POST
WITH (2) 4" O
GALVANIZED BOLTS
1 TOP, I BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDARDS
NOT TO SCALE
PARKING LOT LIGHT
NOT TO SCALE
4)-3/4"x36"
ANCHOR BOLTS
NOTE:
STAKES TO BE PLACED
tV
AT A 10 FT. INTERVAL
FILTER
FABRIC
ANGLE 100 UP SLOPE
POST FOR STABILITY AND
o SELF CLEANING
1
18" DIAMETER_
j
COMPACTED K/R\,7/7
BACKFILL
L
SILT FENCE
NOT TO SCALE
HANDICAP SIGN HANDICAP SIGN
4' WIDE
GRAVEL
SHOULDER
EXISTING-
tio•---- GRADE
MAX. WATER ELEV. 119.0
1
1 3
3
BOTTOM RETENTION AREA
ELEV. 117.5
NOTE: OUTLET AREA TO BE CONSTRUCTED AT
EAST END - (ELEV. 119.0)
MAX. WATER SURFACE - 119.0
SECTION A -A
N.T.S.
RETENTION AREA DETAIL
H D tE' (N
NO1VM SCC k%TAL.E
SECURE TO 1 A2" O
GALVANIZED STEEL POST
WITH (2) 4" O
GALVANIZED BOLTS
1 TOP, I BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDARDS
NOT TO SCALE
PARKING LOT LIGHT
NOT TO SCALE
4)-3/4"x36"
ANCHOR BOLTS
CONCRETE BASE
CROSS SECTION
NOT TO SCALE
SECURE TO 1 `2"10
GALVANIZED STEEL POST
WITH (2) 4'10
HANDICAPPED
GALVANIZED BOLTS
1 TOP, 1 BOTTOM)
PARKING
STATE PERMIT REQUIRED
VlOLA.TORSWILL BE
FINED MIN. $116
5'-0" TO GRADE
HANDICAPPED_ PARKING SIGN
NOT TO SCALE
ONE WAY SECURE TO 1 O
GALVANIZED STEEL POST
2) 4,0
DO NOT GALVANIZED BOLTS
1 TOP, 1 BOTTOM)
ENTER
i
Y-0" TO GRADE
ONE WAY
DO NOT ENTER SIGN
NOT TO SCALE
11/2" CLASS H BITUMINOUS CONCRETE
1 1/2" BINDER COURSE
8" PROCESS GRAVEL BASE
12" BANK -RUN GRAVEL SUBBASE
BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
To my knowledge and belief, this map is substantially correct as noted hereon.
Mark A. Reynolds, P.E. CT LIG. # 19789
Certification is not valid without live signature and embossed (impression) type seal,
V CRUSHED STONE
F WIDE X 6" DEEP
ALONG OUTER EDGE
WIDTH VARIES
SURFACE COURSE, CLASS "C"
CONCRETE, SURFACE TO BE
FINISHED WITH A WOOD FLOAT
OR BY OTHER APPROVED MEANS
5" CONCRETE
1 1/2" RISE 1/4" PER FOOT 1 1/2"
8" GRAVEL BASE
8" IN DEPTH AFTER 6x6 10/10 WELDED
COMPACTION PLACED WIRE MESH
IN Two COURSES
CROSS SECTION
JOINTS SPACED APPROXIMATELY 12'
DIVIDED INTO RECTANGLES AS REQUIRED
5" CONCRETE
LONGITUDINAL SECTION
5" CONCRETE SIDEWALK
NOT TO SCALE
6"x6" W 1.4xW 1.4 WELDED
WIRE MESH (TOP 1/3 OF SLAB)
CONCRETE CURBING
1" REVEAL (MAX.) -
PROPOSED DRIVE
K/\ \
v V .,, ,„ WELDED
WIRE MESH
VARIES
SURFACE COURSE, CLASS "C"
CONCRETE, SURFACE TO BE
FINISHED WITH A WOOD FLOAT
OR BY OTHER APPROVED MEANS
6" CONCRETE
RISE 1/4" PER FOOT
O,NCRETE WALK;
8" GRAVEL BASE
8" IN DEPTH AFTER
IN TWO
PLACED
2 \IN TWO COURSES
CROSS SECTION
JOINTS SPACED APPROXIMATELY 12'
DIVIDED INTO RECTANGLES AS REQUIRED
6"x6" W 1.4xW 1.4 WELDED
WIRE MESH (TOP 1/3 OF SLAB)
6" CONCRETE
CONCRETE WALK, _
8" GRAVEL BASE
LONGITUDINAL SECTION
5" CONCRETE SIDEWALK
WITH DEPRESSED CURB
NOT TO SCALE
1 v2"
REMOVE EXISTING BITUMINOUS
PAVEMENT 12" FROM THE EXISITNG
EDGE. EXISTING BASE MATERIAL
TO REMAIN AND COMPACTED TO
OPTIMUM DENSITY
3 1/4" EXISTING PAVEMENT
NEW PAVEMENT WIDTH UNKNOWN
12"
f
PROPOSED BASE
COURSE & ASUBBASECOURSEr1
wo
1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM
THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR
TO THE EXISTING SURFACE.
2, REMOVE ENTIRE WIDTH OF PAVEMENT.
3. CLEAN JOINT WITH COMPRESSED AIR HAVING A
MINIMUM RATED CAPACITY OF 90 PSI.
4, APPLY TACK COAT TO THE SAW CUT EDGE AND MA'T'CH
THIS EDGE WITH THE PROPOSED EDGE.
TYPICAL CROSS SECTION FOR MATCHING
EXISTING AND PROPOSED PAVEMENT
NOT TO SCALE
PROJECT NO. 09-070 SITE DEVELOPMENT PLAN
PREPARED FOR
DRAWN BY: R.A.D.
DATE: 10/05/09
fVS nn
S NOTEDSCALE. A YA Z PROPSWOS
SHEET 3OF3 f
r,
U
REVISIONS #11 JEROME D
3/10 PER TMNN COMMENTS
MONTVILLE,
CONNECOf
EROSION & SEDIMENT CONTROL - DETAILS
ADVANCED SURVEYS, LLC.
N
162 River Road Preston CT. 06365 W E
Phone & Fax (860) 859-1280 S
tV
FINISHED GRADE t
J
a
18" DIAMETER_
jCONCRETEf L
SCHEDULE
40 PVC CONDUIT
CONCRETE BASE
CROSS SECTION
NOT TO SCALE
SECURE TO 1 `2"10
GALVANIZED STEEL POST
WITH (2) 4'10
HANDICAPPED
GALVANIZED BOLTS
1 TOP, 1 BOTTOM)
PARKING
STATE PERMIT REQUIRED
VlOLA.TORSWILL BE
FINED MIN. $116
5'-0" TO GRADE
HANDICAPPED_ PARKING SIGN
NOT TO SCALE
ONE WAY SECURE TO 1 O
GALVANIZED STEEL POST
2) 4,0
DO NOT GALVANIZED BOLTS
1 TOP, 1 BOTTOM)
ENTER
i
Y-0" TO GRADE
ONE WAY
DO NOT ENTER SIGN
NOT TO SCALE
11/2" CLASS H BITUMINOUS CONCRETE
1 1/2" BINDER COURSE
8" PROCESS GRAVEL BASE
12" BANK -RUN GRAVEL SUBBASE
BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
To my knowledge and belief, this map is substantially correct as noted hereon.
Mark A. Reynolds, P.E. CT LIG. # 19789
Certification is not valid without live signature and embossed (impression) type seal,
V CRUSHED STONE
F WIDE X 6" DEEP
ALONG OUTER EDGE
WIDTH VARIES
SURFACE COURSE, CLASS "C"
CONCRETE, SURFACE TO BE
FINISHED WITH A WOOD FLOAT
OR BY OTHER APPROVED MEANS
5" CONCRETE
1 1/2" RISE 1/4" PER FOOT 1 1/2"
8" GRAVEL BASE
8" IN DEPTH AFTER 6x6 10/10 WELDED
COMPACTION PLACED WIRE MESH
IN Two COURSES
CROSS SECTION
JOINTS SPACED APPROXIMATELY 12'
DIVIDED INTO RECTANGLES AS REQUIRED
5" CONCRETE
LONGITUDINAL SECTION
5" CONCRETE SIDEWALK
NOT TO SCALE
6"x6" W1.4xW 1.4 WELDED
WIRE MESH (TOP 1/3 OF SLAB)
CONCRETE CURBING
1" REVEAL (MAX.) -
PROPOSED DRIVE
K/\ \
v V .,, ,„ WELDED
WIRE MESH
VARIES
SURFACE COURSE, CLASS "C"
CONCRETE, SURFACE TO BE
FINISHED WITH A WOOD FLOAT
OR BY OTHER APPROVED MEANS
6" CONCRETE
RISE 1/4" PER FOOT
O,NCRETE WALK;
8" GRAVEL BASE
8" IN DEPTH AFTER
IN TWO
PLACED
2 \IN TWO COURSES
CROSS SECTION
JOINTS SPACED APPROXIMATELY 12'
DIVIDED INTO RECTANGLES AS REQUIRED
6"x6" W 1.4xW 1.4 WELDED
WIRE MESH (TOP 1/3 OF SLAB)
6" CONCRETE
CONCRETE WALK, _
8" GRAVEL BASE
LONGITUDINAL SECTION
5" CONCRETE SIDEWALK
WITH DEPRESSED CURB
NOT TO SCALE
1 v2"
REMOVE EXISTING BITUMINOUS
PAVEMENT 12" FROM THE EXISITNG
EDGE. EXISTING BASE MATERIAL
TO REMAIN AND COMPACTED TO
OPTIMUM DENSITY
3 1/4" EXISTING PAVEMENT
NEW PAVEMENT WIDTH UNKNOWN
12"
f
PROPOSED BASE
COURSE & ASUBBASECOURSEr1
wo
1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM
THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR
TO THE EXISTING SURFACE.
2, REMOVE ENTIRE WIDTH OF PAVEMENT.
3. CLEAN JOINT WITH COMPRESSED AIR HAVING A
MINIMUM RATED CAPACITY OF 90 PSI.
4, APPLY TACK COAT TO THE SAW CUT EDGE AND MA'T'CH
THIS EDGE WITH THE PROPOSED EDGE.
TYPICAL CROSS SECTION FOR MATCHING
EXISTING AND PROPOSED PAVEMENT
NOT TO SCALE
PROJECT NO. 09-070 SITE DEVELOPMENT PLAN
PREPARED FOR
DRAWN BY: R.A.D.
DATE: 10/05/09
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S NOTEDSCALE. A YA Z PROPSWOS
SHEET 3OF3 f
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REVISIONS #11 JEROME D
3/10 PER TMNN COMMENTS
MONTVILLE,
CONNECOf
EROSION & SEDIMENT CONTROL - DETAILS
ADVANCED SURVEYS, LLC.
N
162 River Road Preston CT. 06365 W E
Phone & Fax (860) 859-1280 S