HomeMy WebLinkAboutSite PlanNOTES;
1, PRECAST CONCRETE CURBING SHALL CONFORM TO SECTION 882 AND M,03,01
OF THE STATE OF CONNECTICUT STANDARD SPECIFICATIONS
2, BITUMINOUS CONCRETE LIP CURBING SHALL CONFORM TO SECTION 885 AND
SECTION M,04 OF THE STATE OF CONNECTICUT STANDARD SPECIFICATIONS
---- BITUMINOUS CURB
-BACKFILL WITH 6" SCREENED LOAM, FERTILIZER, LIME, MULCH
AND CONWED STRAWNETTING
6"
-3' Compacted Thickness Connecticut D.D.T. Ctass 2 Bitumirmus Mix
per CT DDT Standard Specification FORM 815 Materials
4' COMPACTED Section M,04,
PROCESSED AGGR, BASE
2' COMPACTED GRAVEL
SUBBASE ADJUSTMENT
EXIST, SUBGRADE
PARKING AREAS CU R B SECTION
SCALE: N.T.S.
GRASS SEED MIX INSTRUCTIONS:
1. ALL DISTURBED AND OPEN AREAS SHALL F31.'_ SEEDED AS FOLLOWS:
A) GRADE AND FINISH RAKE EXISTING SUBGRADE. TOP DRESS WITH SCREENED LOAM
AND FINISH RAKE LOAM,
B) RAKE IN GRANULAR LIME AT A RATE OF 40 LBS PER 1,000 SQ.FT..
C) RAKE IN STARTER FERTILIZER (5-10-5) AT A RATE OF 10 LBS PER 5,000 SQ.F-T.
D) SPREAD AND RAKE IN LOFT'S LOW MAINTENANCE GRASS SEED MIX
E) COVER ENTIRE AREA WITH AN EVEN COVERING OF HAY MULCH.
F) ROLL ENTIRE SEEDED AREA WITH HAND ROLLER.
G) STAPLE "CONWED STRAW NETTING" OVER ENTIRE SEEDED AREA WITH A 18" MIN
OVERLAP. NETTING AVAILABLE FROM HART SEED COMPANY 1-800-529-2537
H) WATER SEEDED AREAS APPROPRIATELY UNTIL ESTABLISHED.
1) REMOVE NETTING AND STAPLES IN LATE SPRING AFTER GRASS IS ESTABLISHED.
2. WATER ALL SEEDED AREAS WITHIN 24 HOURS OF PLANTING AND AS MANY 'TIMES THEREAFTER0
SUSTAIN HEALTHY CONDITIONS WITH SPECIAL ATTENTION TO WATERING DURING HOT DRY PERIOD&
PARCEL 2
0
PARCEL I
EXISTING OVERHEAD UTILITIES
•
EXISTING EDGE OF PAVEMENT
PUMP
HOUSE
ALLOW OPE-NING ----
IN CURBING
FOR J ' RUCK ACCESS
TO PUMP i-IOUSE.,
SPEED BUMP
SNET
`5,33_�
SPEED BUMP J
SNET
N ok
#3532
ER
DO NOT ENT
ONE-WAY ONLY �o
4
SIGN 7
0
13CLC
;&
EXISTING BRICK LIGHT POSTS 12-00
PROPOSED SCREEN PLANTINGS ITYP) ------
IL
U)
11X3 9.
Sr
A nPT
CT PIN
0
SPEED BUMP
04
\7
- - ---------
Z�,
:z ELF C I
z
z
DO NOT ENTER
0 N E -- "NAY ONLY
NTiNC
S"IFT,
130LDIN BROU -
DOWNSPO
tj
HAYEALES ANU LIMIT Ut S*P'L,-
am
r 0�
COWITRUCTION LINE i 'vF_ mp)
yING IST-.DENCF
tjtTN
1BE0 To PAR
I & NT AND PLA
CO�4c
RQ PP
Or
FUE�
TANK FILLER
PROPOSED SCREEN PLAN1 INGS (T
0
W
4-
>< P
2
OVERHE UTILITIES
ET
#21965 ro
SPEED BUM
TOTAL PARKING SPACES
= 93
UNDERGROUND FUEL
TANK FILLER
2
of Cu
OutsIde
-B.0 2"D
SPEED B I,i C 1
DOM? -
D, M?
Raymond F. Cherenzic, P.E_., L.S.
P,O. Box 513 Groton Office
25 Ledward Avenue 500 Bridge Street
Westerly, RI 02891 Groton, CT, 06340
(401) 596-7747 (860) 405-1900
FAX (401) 596-3610 FAX (860) 405--1990
http://www.cherenzio.com/
email: cherenzia@cherenzio.com
1BCLC
LOCATIONMAI SCALE: 1 -= 1,201
X 2x 3'
1 )
DISTURBANCE OF SOIL, SURFACES IS REGULATED BY STATE LAW. ALL WORK
CH K BY
Strike
LOCATED MAILBOX KIOSK
TO PREVENT OR MINIMIZE SOIL, EROSION.
2'i
FL 11 \*/ ( i Bales pirced
THE RESPONSIBILITY OF THE LAND OWNER, DEVELOPER AND EXCAVATION
on the coril.-ur
NAME, ADDRESS, AND TELEPHONENI
NUMBER OF THE IND RESPONSIBLE
FOR THIS WORK (INCLUDING ANY CHANGES). A PRE ---CONSTRUCTION CONFERENCE
WITH THE TOWN STAFF IS REQUIRED PRIOR TO ANY S,-rWORK OR DISTURBANCE.
3)
Excavated Trunch
FySEP�lc
-TING
EROSION AND SEDIMENT CONTROL" (1985), AS AMENDED AS A GUIDE IN
-yp4K CO -VERS
Compacted
(Typ)
L A N
HAY BALE I' TLmTiA
Backfill
OFFICE BUILDING, HARTFORD, CONN., 06106.
4)
INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS
1.
B es shall be piaced ir a singt& row, kengthwise,
j k k 11�
STAKED HAYBALE DETAIL.
oriented along the corltote,. Alth en(7,1's
bales tig�-,tty ab, ttir-,,Q one anotio-,er_
5'1
THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS 10 'LIMIT
c oadI I 1��
)'cent
SCALEi N.T.S.
6'
OR THE TI Eill'', N-7
THE CONTRAG-TOR IS RESPONSIBLE M
Z/ ----
11
INSPE Tj-CiN, -"�,ELPAIR OR REPLA(,Dif-NT nF ER0qIr" F S
2,
Bates _-;hall be entrenchect and Joackf'!'kted. A trench
'7)
INSPECT AND RFPAIR SEDIMENT CONTROL DEVICES AT THE
shat1k be excavated 'he width of' a bate and the
-iE CONT AC TOR SHAI 1 NO'r1rY THE ENGII`-,JE_ EP 0'7 LIN .,S.21, TlcP Af—rCRY
tr?ngth of the proposed barrier to CA minim�m
if
CCI. _1ROL PL" AND SHALL_ ADDITIONAL Vr1'ASfJRF,S A� Di E
ON �,N REG T ED.
9)
depth of 4 Inches,
V R E, DE ONLY 'yVTH THE WRITTEN APPROVA' OF THE 1;:,NG.!t4ErA;_'1ER
3.
Eacr-, bate shall be secure!v anchoreci' by at teast
10)
SOIL EROSIDN SEDIMENT CONTROL NOTES
two (2) stakes,
AS rG'1;_7N[7JRAL. FILL WITH�N LAWN AND LANDSCAPE AREAS.
4�
between bales sha'U �,e we ri ,Ni �i straw
The d,
gags
1.
Unnecessary clearing of any vegetation or ground cover wilt be avoided, Any ciisturbeo
to prevent water "r-rom escaping oetween the bates
area left unvegetated for more than five days will be covered with a hay or straw miAch
to minimize erosion material,
5,
sL.� c r, g,t
The 1�)orrler shalt be exteno'eci -4-c El
that -jFie bottoms of the end bates are higher in
2.
Following final grading, ati, disturbed areas will be covered with 6' Loam and seeded as
e top p 0,j�
eLevat(.�)r,, than th bate
I e ged, reseed;ng Y, tL occur
c -scribeci in seeding notes, If any seeded areas are disturbed or damaged,
as
to assur-e that sediment tfacien rur-o'c U ;`tow
described below, If any seeded areas are disturbed or damaged, reseeding wilt occur as
either through or over the barriet-, but not
soon as possible,
,-,.round it,
If final grading occurs past October 15, disturbed areas wItL be seeded with winter rye-
grass and mulched with hay or straw at a rate of 1.5 - 2 tons per acre.
HAY BALE INSPEUTIDN
3.
Any proposed vegetation which has not survived one growing seam will be reptaced.
I
1,
insr-,,ectIon shaft be made aft,, eac ir� storm
4,
All suitable material excavated for roadway construction to be used etsewhere on site.
event and repair or replaceent shotk be mulde
Unsuitable material witl be removed from the site and deposited In a suitabite tocatlor.
promptty as needed,
5,
All construction activity to occur between March 15 and October 15- to avoid adverse
2,
ctepno; jt of accumulated sediment behind the
Impacts on, Intermit -tent stream flow,
bales is necessary if 112 of the original
height of the bates, becomes fitted in with
sediment,
TOTAL PARKING SPACES
= 93
UNDERGROUND FUEL
TANK FILLER
2
of Cu
OutsIde
-B.0 2"D
SPEED B I,i C 1
DOM? -
D, M?
Raymond F. Cherenzic, P.E_., L.S.
P,O. Box 513 Groton Office
25 Ledward Avenue 500 Bridge Street
Westerly, RI 02891 Groton, CT, 06340
(401) 596-7747 (860) 405-1900
FAX (401) 596-3610 FAX (860) 405--1990
http://www.cherenzio.com/
email: cherenzia@cherenzio.com
1BCLC
LOCATIONMAI SCALE: 1 -= 1,201
PLAN REV&ONS
EROSION AND SEDIMENT CONTROL - GENERAL NOTES
1 )
DISTURBANCE OF SOIL, SURFACES IS REGULATED BY STATE LAW. ALL WORK
CH K BY
SHALL. COMPLY WITH AN APPROVED "EROSION AND SEDIMENT CONTROL PLAN"
LOCATED MAILBOX KIOSK
TO PREVENT OR MINIMIZE SOIL, EROSION.
2'i
THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS
THE RESPONSIBILITY OF THE LAND OWNER, DEVELOPER AND EXCAVATION
CONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE
NAME, ADDRESS, AND TELEPHONENI
NUMBER OF THE IND RESPONSIBLE
FOR THIS WORK (INCLUDING ANY CHANGES). A PRE ---CONSTRUCTION CONFERENCE
WITH THE TOWN STAFF IS REQUIRED PRIOR TO ANY S,-rWORK OR DISTURBANCE.
3)
THE CONTRACTOR SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL
FySEP�lc
-TING
EROSION AND SEDIMENT CONTROL" (1985), AS AMENDED AS A GUIDE IN
-yp4K CO -VERS
CONSTRUC'TING THE EROSION AND SEDIMENT CONTROLS AS INDICATED ON
(Typ)
THESE PLANS. TFIVE GUIDELINES MAY BE OBTAINED FROM THE
CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, STATE
OFFICE BUILDING, HARTFORD, CONN., 06106.
4)
INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS
OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR
COOPERATION IN A AVOIDING THE DISTURBANCE OF THESF' CONTROL
MEASURES.
5'1
THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS 10 'LIMIT
DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR- TF -I- SHORTEST
POSSIBLE TIME.
6'
OR THE TI Eill'', N-7
THE CONTRAG-TOR IS RESPONSIBLE M
Z/ ----
11
INSPE Tj-CiN, -"�,ELPAIR OR REPLA(,Dif-NT nF ER0qIr" F S
INSURE PROPER OPERATION.
'7)
INSPECT AND RFPAIR SEDIMENT CONTROL DEVICES AT THE
END OF EACH WORKING DAY AND AFTER EVERY P't[dINST01",,4.
-iE CONT AC TOR SHAI 1 NO'r1rY THE ENGII`-,JE_ EP 0'7 LIN .,S.21, TlcP Af—rCRY
EpO&ON CONDITIONS NOT CONTROLLED BY THE ErP,'OSKUN AND SIECIIME:,r'41T
if
CCI. _1ROL PL" AND SHALL_ ADDITIONAL Vr1'ASfJRF,S A� Di E
ON �,N REG T ED.
9)
r-iELD "'HANGE'73 TO THE EROSION AND SEDIMENT COt'.11RO)i PL,4,N S4 LL BE
rI-
V R E, DE ONLY 'yVTH THE WRITTEN APPROVA' OF THE 1;:,NG.!t4ErA;_'1ER
RI-FERRAL, At -,I'D APPROVAL OF TH`E TOWN STAFF.
10)
ACCiU Y U L,",TEO SEDIMENT REMOVED FROM EROSION CO' TROL DEVIC't-S IS
TO BE SPRE> D AND STABILIZED tN LEVEL, EROSION RESiSTANI'l LOCATIONS
AS rG'1;_7N[7JRAL. FILL WITH�N LAWN AND LANDSCAPE AREAS.
11)
AIL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENI OR WOOD
CHIPS SHALL BE PLANTED WFFH GRASS ON 6" THICKNE'S'z TO -'SOIL.
PLAN REV&ONS
DATE
DESCRIPTION
DWN BY
CH K BY
11/15/02
LOCATED MAILBOX KIOSK
RF -C
SURVEY NOTES
1, Reference is made to the following plan:
"PROPERTY SURVEY PL -AN, 'VILLAG'E APARTMENTS, PROPERTY 01-
r
BEAU COEUR ASSOCiATES, JIEROMIE ROAD MONTVILLE, ' "T
Prepared By, Angus L. fv4cDonolld Gary Sharp & Associates, Inc.
Old Saybrook, CT, Dated December 8, 1999
2, North arrow orientation is ti sed upon the [)Ian mentioned' in note 1 above,
PAVING ]PLAN
SHOWING PROPOSED TRAFFIC F"LOW.
AND CURB ING
13REPARED FOR
VILLAGE APA1_-_,',TMENTS
JEROME ROM.)
PARCEL I
MONTVILLE, CONNECTICUT
SCAIDE: 1, is = 3 0, DRA.IVN' BY: CJS::
NOVEM'BER, 12, 2002 CfIECK fid'": ND1.1
30 0 30 60 90 Feet
----------------
CIIERENZIA. & ASSOCIATES, jj'D.
WESTERIN, RHODE ISLAND
SHEET: 1. OF I JOB NO�: 202210
FILE NO.: