HomeMy WebLinkAboutSite Plan 215 Sr—(
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1.000 500 0 1000
GRAPHIC SCALE IN FEET
LOCATION MAP
SITE DATA TABLE - ZONEC-1
ITBm E -REQUIRED =1 PROPOSED
LOTAREA 40,000 S.F. 814,565 SF +/-
LOTFRONTAGE 150 FT. 173.28 FT,
FRONT YARD 30 FT, 560 FT.±
SIDEYARD 15 FT, 75 FT.±
PARKING_XiEQUIREMENTS
IN,LCuDF,S PROPOSED ADDITIONS AND FUTURE BUILDING)
REQUIRED: 14,400 SF/1000 SF PER SPACE =14.4
PROVIDED: 24 SPACES EXISTING
N1 /F
GHP, LLC
MAP 31 - LOT 4)
N31*31'25"W
Iron Pin
fnd) )
OWNER/APPLICANT:
ADVANCED ASSOCIATES, LLC
410 MAPLE AVENUE - P.O. BOX 164
UNCASVILLE, CT
NOTES:
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-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 493 - PAGE 026.
3. THE PROPERTY IS SHOWN ON ASSESSORS MAP 31 - LOT 2-A,
4. TOTAL AREA OF PROPERTY - 19.60 ACRES+.
5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. THE
OWNER SHOULD "CALL BEFORE YOU DIG" BEFORE CONDUCTING ANY EXCAVATION.
1-800-922-4455).
6. REFERENCE IS MADE TO A DECLARATION OF COMMON DRIVEWAY EASEMENT AND
MAINTENANCE AGREEMENT - 410 AND 412 MAPLE AVENUE, MONTVILLE, CONNECTICUT
BY ADVANCED ASSOCIATES, LLC, DATED JULY 10, 2009 AND RECORDED IN THE
MONTVILLE LAND RECORDS.
7. THE PROPERTY IS LOCATED IN ZONING DISTRICT - INDUSTRIAL.
8. A PRE -BLAST SURVEY SHALL BE CONDUCTED PRIOR TO ANY BLASTING.
9. TOPOGRAPHIC INFORMATION CONFORMS TO T-2 MAPPING STANDARDS.
BASE FOR LEVELS: N.G.V.D. 1929.
10. NO PORTION OF THE SITEIS LOCATED WITHIN THE TOWN OF MONTVILLE
DESIGNATED COASTALAREAMANAGEMENT (CAM) ZONE,
11. THE SITE IS SERVICED BY MUNICIPAL SANITARY SEWER AND ON SITE WELLS.
12, ALL SITE WORK SHALL CONFORM TO THE TOWN OF MONTVILLE SITE PLAN
STANDARDS, LATEST REVISION.
13. THE PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD ZONE PER "FIRM MAP
NEW LONDON COUNTY, CONNECTICUT - ALL JURISDICTIONS, PANEL 334 OF 554,
NUMBER 09011C03340, EFFECTIVE DATE: JULY 18, 2011.
14, THE LIMITS OF THE INLAND NTTLANDS ARE SHOWN PER THE PREVIOUS SITE PLAN,
SEE REFERENCE MAP #1
15, THERE ARE PROPOSED IMPROVEMENTS ON THREE AREAS OF THE SITE.
A PROPOSED CONCRETE BLOCK RETAING WALL FOR MATERIAL STORAGE
IS TO BE INSTALLED IN THE EARTH PRODUCTS PROCESSING AREA.
ON THE WEST SIDE OF THE PROPERTY A PROPOSED CONCRETE PAD IS TO BE
INSTALLED FOR A SEWAGE HOLDING TANK ALSO IN THE SAME AREA THERE
IA A PROPOSED 540 S.F. BUILDING ADDITION FOR OFFICE SPACE AND A
PROPOSED 2,900 S.F. BUILDING ADDITION FOR STORAGE.
LOCATED ON THE NORTH SIDE IF THE PROPERTY IS A PROPOSED 4,500 S.F.
SELF STORAGE BUILDINGIS TO BE BUILT WITH A PAVED AREA TO THE
FRONT OF THE BUILDING.
MAP REFERENCES:
D-22'04'07"
R-273,51'
L— 1 0535'
CBRG—N48'37'O5"W
N,34*35'31 "W CHD-104-70' -5 —_0 I T, 01. SITE DEVELOPMENT PLAN PROPOSED MANUFACTURING BUILDING PREPARED 5,66' L-34.97' FOR ADVANCED ASSOCIATES, LLC, ZONING DISTRICT 1, 410 MAPLE AVENUE,
MONTVILLE, CONNECTICUT, IMPROVEMENT LOCATION SURVEY,
CHAIRPERSON DATE
CBRG--- N8455'20"E
SCALE: 1"=50', DATE: 2/08,107, REV. 1/6/09, PREPARED BY CLA ENGINEERS, INC, CHD-32,19'
2. COMPILATION PLAN - MAP SHOWING EASEMENT AREA TO BE GRANTED TO
CI-L,iWERSOIN' DATE
THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF
SITE DEVELOPMENT PLAN
ADVANCED ASSOCIATES, LLC, SCALE: 1'1=50', DATE: 10/12/09, PREPARED BY
PREPARED FOR
ADVANCED SURVEYS, LLC. CON11MON
3. ADVANCED ASSOCIATES, LLC - SUBDIVISION PLAN ZONING DISTRICT I,
410 MAPLE AVENUE, MONTVILLE, CONNECTICUT, PROPERTY SURVEY, DRIVEWAY
DAT 6 1011 4
SCALE: 1 '1=50% DATE: 5,118/09, PREPARED BY CLA ENGINEERS, INC, EASEMENT
4, EXHIBET A-3 TO THE DECLARATION OF ROCKLAND OVERLOOK INDUSTRIAL SEE NOTE #6)
SEWER 10
SC -UE: 1"=50'
PARK CONDOMINIUM - DECLARED BY ADVANCED ASSOCIATES, LLC, 410 MAPLE
AVENUE, UNCASVILLE, CONNECTCUT, 06382,412 MAPLE AVENUE, MONTVILLE, EASEMENT------__
REN71SIONS
CONNECTICUT, SCALE: 1"=50, DATE: 10/13/09, PREPARED BY ADVANCED SURVEYS. SEE MAP REF. #3) ell
5. SITE PLAN PREPARED FOR ADVANCED ASSOCIATES, LLC, 410 MAPLE AVENUE,N/FMONTVILLE, CONNECTICUT, DATE: JANUARY 1997, REV. 4/15/97, SCALE: 111=401, I'll/ 0
0 TIMOTHY RUSSELL & PREPARED BY TOTAL TECHNOLOGY, INC. eo r*)
Iron Pin
fnd) O /
f t ;', -
N
0 vv1000A COMMON
DRIVEWAY
Sfffl EASEMENTN,
SMH SEE NOTE #6)
X,F D -N031'54,"
GOUVNA GR0TjP C) CONCRETELLC /,
r RET, WALLR- 1.012 i-,,11
MAP 31 - LOT 3) TIE -LINE 5,2:
CBRG-S-'3025'23"E S 08033'58" E
o oCTID-150,65' 78.84' C
j" d 0 ') 0 " 0 C) 0- 0 0
oo(D0000000000
TIE-LINEIron Pin 0, P* a1-6N71005'22" W (fnd) 25' WIDE C.L.&P, CO. 97.05'
EASEMENT
394.3 (SEE MAP REF. #2)
000
A
Up
co
Drill Hole
find)
00
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CD
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Hole
fnd
t-3
0
Drill Hole
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S$3o53144"B 49 .
271
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N 39
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S67'40'50" 4N
16.08
Drill Hole
fnd)_ Drill Hole
N543'07"E
32-z.()O' 0%oWillimliji (fnd)
20.20'
S34*35'25"E 3-56
Drill Hole S 3) 26'12"- E
78.31' 36*00$55 (fnd) too, S -
S53' 15'35E
17.23 Ez
TO MY S MAP IS SUBSTANTIALLY CORRECT
AS NOTE IS VALID WITHOUT A LIVE SIGNATURES41*05'25"E N/F
E S "OR HEREON. S46* 11'1 5"W 288, 65' 24.58' BRUCE R. DUCHESNEAUA.
Iron Pir" 38.72' S35*30'45"E (MAP 23 - LOT 63) Drill Hole S 3611 ZS22•58'45 E'
W/Plug (
fnd) 25.55' INt
12'.18, RICHARDA. DESCHAMPS LS, #70019
LEGEND:
VOL.
PG.
N/F
S.F.
DH
IP
REG,
CL&P
VOLUME
PAGE
NOW OR FORMERLY
SQUARE FEET
DRILL HOLE
IRON PIPE
RECOVERED
CONNECTICUT LIGHT & POWER
N/F
KEVIN G. McCARTHY
KAY 31 - LOT 1)
Drill Hole,-,
fnd) --
APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INALND WETLANDS & WATERCOURSES COMMISSION
CI-L,iWERSOIN' DATE
PROJECT o. 14-032 SITE DEVELOPMENT PLAN
PREPARED FORDRAINBR.A.D.
DAT 6 1011 4
ADVANCED ASSOCIATES, LLC
kP1
0
SC -UE: 1"=50'
SHEET, 1 OF 4
REN71SIONS 419 & 412 MAPLE AVENUE
MONTVILLE, CONNECTICUT
BOUNDARY
7-
N
kUVANCED SURVEYS, LLC.
215 Apple Lane, Colchester, CT 06415 w E
50
Phone & Fax (860) 267-5979
GRAPHIC SCALE IN FEET S
ael
CL&P
2564
SEWER
EASEMENT
SEE MAP REF. #3)
N/F
MARK J. SACHUK C &
C.O. 128MAP31 - LOT 3-1)
IPIN (ZONE -1)
REC.
0 LIMITS OF DH
DHINLANDWETLANDS REC. 00SMH ..... . ....... (SEE NOTE #14) REC
0 STONE ... DETEN'l
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INLAND WETLANDS o25'WIDE C.L.&k C&, SEE NOTE #1 C. 0 'Q7EASEMENTB#860 (SEE MAP REF. #2)
RETAININGTAYMYNT
212 STONEte T-1. )00
INV, l
0go6 WALL
10
DETENTION/RIP-RAP ;p
oc
AREA/
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SILT BA IN .110COMMON - -
N/F
BRUCE VALENTI &
JOY NOEL VALENTI
MAP 31 - LOT 12)
olc DRIVEWAY goo
00,
0, 0
c", ASEMENT
0010SEENOTE #6) 00o0c
163.5 '0
c N/F
zo
N/F
JOYCE E. SCOTT &
FREDERICK A. DEEP
MAP 31 - LOT 14)
DRAINAGE TABLE
u TYPE "C" CBftI 1 - TYPE "C" N\1 6 CB#IcTW4, (c) _01 -101.80 -152.63T.F. A66.0 DH INV. IN -98.4(W) INV. OUT -147.9(S) REC. INV, OUT -98.4(E) N CB#12- TYPE "C"
0 PROPOSED CONCRETE CB#2- TYPE "C" T.F.-152,58
BLOCK ENLOSURE INV, IN -147, T.F.-103.74Tw INV. IN -147.8(5) 74.0 AREAS FOR MATERIAL INV. IN -98.5(E)
CONb, PAD INV. OUT -98.5(W) INV. OUT -147. I (E)
W/P?lROPA-.TNM- STORAGE (20x24'TYP.) 60
TANK CB#3- TYPE "CL"CB#13- TYPE "CL"
APLTFOR-NIAR-E-A, 162 T.F.-120.87(COVERED) (BURIED)
INV. IN- INV. IN- CONC. TANK PROPOSED 64 INV. OUT- INV, OUT - ENCLOSURE
LIMITS OF CB±,4- TYPE "C" CB#14- TYPE "C" BIT STONE, CLEARING 66
T.F.-128.74 T.F.-178.67PVMTRETAINING
I
7w 68 INV. IN - 124.6(N) INV. IN -173,8(E) Z
CONC. PAD wjN 15' \WALL 366.0 INV. OUT -124.6(S) INV. IN -173.8(S)
N W/FUEL P CB#5- TYPE "C" INV. OUT -173.7(N) 5:
I GRAVELowl, T.F.-128.32 CB#15- TYPE "Cl
INV. IN- 124. 1 (N) T.F.-178.71PILE
Tr124.0(W) INV. OUT -174.4(W) EXISTING GRAVEL HOLDINIG- INV. IN 124.0(W)
INV. IN -124.4(S)
DH PARKINO AREA CB#16- TYPE "C"
TW INV. OUT -124.0(E) T.F.-191.60REC. 74. INV. IN -188.1(S) 00d CB#6- TYPE "CL11 INV. OUT -185.7(N) T.F.-131.19PROPOSED
1,\ \\\ -
Is'
I CB#17- TYPE "C" REC. INV IN -126.5(W)
N;F CONCRETE PAD INV, OUT -126.5(N) TZ -200.94
BRUCE R, DUCHESNEAU FOR SENNTAGE CB#7- TYPE "C" INV. IN -198.4(E)
INV. 1N -198.3(W) HOLDING TANK T.F.- 132.90MAP23 - LOT 63) INV. OUT -1.98.3(N) INV. IN -128.2(W) 101x20')
INV, OUT -127.8(E) ZONE - R-40) N/F CB#18- TYPE "CL11SEEDETAIL)
DH' T.F.-201,81KEVING. McCARTHY CB#8- TYPE "CL" MC. INV. OUT -198.8(W) T (MAP 31 - LOT 1) S.. T.F.-133.97X
131.0(S) INV. IN CB#19- TYPE "CL11ZONE - R-40) r`V, OUT -130.8(S) T.F.-207.20
INV. OUT -204,3(E) CB -+9- TYPE "CL11AQ . .... .......... .... •............. . ........... W`f T.F.-134.81 10- TYPE "CL" CB#2
1-1.9(S) INV.IN T.F.-215.75INV. OUT I INV.OUT-214.1 (E)
CB•040- TYPE "CL11
LEGEND: T.F.-136.73I- % ...................
UT-132.7(N) AN. O°:°:° .... ....
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CB CATCH BASIN
TT TOP OF FRAME
INV, IN -VERT
CL&P CONNECTICUT LIGHT & PONVER
SNET SOUTHERN NEW ENGLAND TELEPI
CONC. CONCRETE
SCLC BITUMINOUS CONCRETE LIP CURB
RET. RETAR41NG
140 EXISTING CONTOLFRS
x 137.2 EXISTING SPOT GRADE
r WF*5 INLAND WETLANDS FLAG
1 0
104No%jillililijill
A k"
vt
co:
No.
T EF, HIS MAP IS SUBSTANTIALLY CORRECT
AS N h IS OT VALID WITHOUT A LIVE SIGNATURE
THE S 0 - SURVEYOR HEREON.
RICH DA, DESCHAMPS LS. 470019 DATE
REVISIONS
0 10 40
GRAPHIC SCALE IN FEET
N "pRi.k
GHP,, LLC
MAP 31. - LOT 4)
ZONE - 1)
VOL. VOLUME
PG, PAGE
N/F NOW OR FORMERLY 60
S.F. SQUARE FEET PROJECT NO. 14-032
DR DRILL HOLE
MON MONUMENT DR- ,VN' BY: R.A.D.
IPIN IRON PIN DATE: 6/10/14
REC, RECOVERED
NR NOT RECOVERED SCALE: 1!1=40'
SMI -I SANITARY MANHOLE
CB CATCH BASIN
SHEET OF 4
IF TOP OFFRAME REVISIONS
INV. INVERT av co 1,6,
BUILDING SIZE & CL&P CONNECTICUT LIGHT & P01VER
DH CO STONE WALL
NESNETSOUTHERNNEWENGLANDTELEPHO REC.
CONC, CONCRETE
BCLC BITUMINOUS CONCRETE LIP CURBING
RET, RETAINING
140 EXISTING CONTOURS
x 137.2 EXISTING SPOT GRADE
r WF#5 INLAND WETLANDS FLAG
No. 70019 -Z
C,"N S
TO zvl TL
AS NO 11
AND HE E f SE OF T
A. DESCHAMPS Tls. i4170019
S MAP IS SUBSTANTIALLY CORRECT
VALID WITHOUT A LIVE SIGNATURE
RVEYOR HEREON.
DATE
I
EROSION AND SEDIMENT CONTROL REPORT:
SITE PLAN
PREPARED FOR
ADVANCED ASSOCIATES, LLC
410 MAPLE AVENUE
MONTVILLE, CONNECTICUT
REFERENCE IS MADE TO
1. Connecticut Guidelines for Soil Erosion and Sediment
Control, January 2002.
2. Soil Survey of New London County Connecticut-, U.S.D.A.
Soil Conservation Service 1983.
Ir 1
There are proposed improvements on different areas of the site.
A proposed concrete block retaining wall for material storage is
to be installed in the earth products processing area.
At the west side ofthe property a proposed concrete, pad is to be
installed for the sewage holding tank. Also in the same area there
is a proposed 540 s.f. building addition, for office space and a
proposed 2,800 s.f. building addition. for storage.
Located, to the north side of the property a proposed 4,500 s.f
self storage building is to be built with a paved area, located
to the front of the building.
DE'VELOPMIENT SCHEDULE
It is anticipated, that grading and construction activities will begin
as soon as approvals are obtained and will be finished as required.
SEQUENCE OF CONSTRUCTION:
1. Install erosion and sediment control structures.
2. At this point work can begin on each individual project.
Strip and stockpile topsoil aand protect as required.
3. Install the proposed building additions, concrete wall & pad.
4. Grade and paved the paved areas shown.
5, Grade all disturbed areas, loam & seed.
6. Remove all erosion and sediment control.
Prior to the commencement of operations in accordance with
any permit issued by the Town of Lisbon, the owner (Advanced
Associates. Ile) shall install all erosion and sediment control measures.
Inspection of the erosion & sediment control should be at least
once a week and within 24 hours of the end of a storm with a
rainfall amount of 0.5 inch or greater.
The owner shall obtain a site inspection from the Town of
Montville Enforcement Officer to ensure that all erosion and
sediment control measures have been installed in accordance with
this narrative. Upon certification with respect to the installation
of erosion and sediment control measures, the owner 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 narrative hereinafter contained.
Dust control will be accomplished by spraying with water and
if necessary, the application of calcium 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 ceitification
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 ofthe barrier
location.
2. Position the posts on the downhill side of the 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.
HAY BALE INSTALLATION & MAINTENANCE:
1. Bales shall be placed around all proposed catch basins
with the ends ofthe bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2
stakes and gaps between bales shall be wedged with straw
to prevent water from passing between the bales.
3. Inspect bales after each storm and repair or replace
promptly as needed. Remove sediment behind the bales
when it has reached halfthe height of the bale and deposit
in an area which is not regulated by the Inland Wetlands
Commission.
4. Inspections and necessary repairs will be made twice
weekly.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye Grass will be completed within 15
days of the formation of stockpile(s). Ifthe soil in the
stockpiles has been compacted byy construction operations it
shall be loosened to a depth of 2 inches before the
fertilizer, lime and seed is applied. 10-10-10 fertilizer at
a rate of 7.5 pounds per 1.000 s.f. and time stone at a rate of
90 lbs. per 1000 s.f. shall be used. Rye Grass applied at a
rate of I lb. per 1000 s.f. shalt provide 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.
FINISHED GRADE
W T X0
yxu0LARBACKFILLGRANU
X/ > D
X/ 1 CRUSHED STONE
I TOP COURSE 3t-0" MINIMUM 0OZ/1
18!"'AJDE X 6" DEEP VA\
2" BENDER COURSE, ALONG OUTER EDGE x
rA71f P,,?j
FINE SAND Zp- 0og
ELECTRICAL, TELEPHONE AND
AokiCABLETELEVISIONSERVICE
12 12,
MIN 4
1011 COT\,,,E?ACTED SUBBASE
BITUMINOUS CONCRETE PAVEMENT BURIED CABLE TRENCH
NOT TO SCALE CROSS SECTION
NOT TO SCALE
FINISH GRADE
k- OINUKI-1 TE VNII M
6x6 #10/10NNWF NOT - E:
8" ROLLED GRAVEL
TANK PAD SIZE
TO BE VERIFIED BY
BASE (CO1\1PACTED THE CONTRACTOR
IN 4" LIFTS) PRIOR TO CONSTRUCTION.
AS REQUIRED BY
SIZE OF TANK
BOTH SIDES
CONCRETE PAD
FOR SEWAGE HOLDING TANK
INTOT TO SCALE
PERNLA,NENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been
completed acid 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 i _M10-
10-110-10 fertilizer or equivalent at a rate of 300 lbs. per 3 1/1411
acre or ?.1 lbs. per 1000 s.f Work lime and fertilizer into NEW PAVEMENT -\ 12" the soil to a depth of4 inches. Inspect seedbed before
seeding. If traffic has compacted the soil, retill
compacted areas. Apply the following grass seed mix:
lbs./acre lbs.'1000 s.f. f / 1/`
r,1 / j f 5
Seed Nfixture V/ 6
Switch -grass 4.0 0,10 i
H_Q-
Big bluestern 4.0 0.10
Little bluestem 2.0 0.05 PROPOSED BASE
Sand lovegrass 1.5 0.03 COURSE & Z,
Birds foot treefoil 2.0 0.05 SUBBASE COURSE LT
Z
The recommended seeding dates are:
April 1 - June 15 and August I - 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.
REMOVE EXISTING BITUMINOUS
PAVEMENT 12" FROM THE EXISITNG
1EDGE. EXISTING BASE MATERIAL
TO RENIAIN AND COMPACTED TO
OPTIMUM DENSITY
EXISTING PAVEMENT
WIDTH UNKNOWN
1. SAW CUT PA.VEAENT 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 MATCH
THIS EDGE NVITH THE PROPOSED EDGE.
4TYPICALCROSSSECTIONFOR MATCHING
EXISTING AND PROPOSED PAVEMENT
NOT TO SCALE
IJIM111illil #
S,
No. 7CK) 19
2)-2"1x.2"X3' STAKES
EACH BALE
0 Cl
L
DESCHAMPS LS.#70019
NOTE:
STAKES TO BE PL,,AkCE
AT A 10 FT. INTERVALI
FILTER fl
FABRIC---- Hl'
ANGLE 100 UP SLOPE
POST ITFOR, STABILITY AND
SELF CLEANING
COMPACT
BACKFILL
SILT FENCE
NOT TO SCALE
B0LLA,RD__DETA1L
NOT TO SCALE,