HomeMy WebLinkAboutSite Plan (2)STAFF EXHIBIT
j
Prepared For
GENERAL NOTES..
1. APPLICANT: JAVEE DEVELOPMENT, LLC
C/O JACK CIPRIANO
14 OLD FITCH HILL ROAD
UNCASVILLE, CONNECTICUT 06362
OWNER: JACK CIPRIANO
14 OLD FITCH HILL ROAD
UNCASVILLE, CONNECTICUT 06362
2. SITE IS LOCATED IN ZONING DISTRICT R-20.
3. THE PROPOSED DEVELOPMENT WILL BE SERVED BY PUBLIC WATER &
SANITARY SEWER.
4. SITE IS SHOWN ON ASSESSORS MAP 62, LOT 37 AND MAP 62 LOT 38.
5. THIS SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE.
6. THIS SITE IS NOT LOCATED IN A FLOOD ZONE.
7. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION.
CALL BEFORE YOU DIG: 1-800-922-4455.
8. ANY REQUIRED PUBLIC IMPROVEMENTS MUST BE CIDMPLETED WITHIN 5 YEARS
OF APPROVAL DATE.
LOCATION MAP
SCALE: 1 "=1000'
INDEX TO DRAWINGS.
DRAWING DESCRIPTION OF
NO. DRAWINGS
1 SURVEY / LOT LINE
RECONFIGURATION PLAN
2 SITE PLAN
3 GRADING & DRAINAGE PLAN
4 WATERLINE EXTENSION PLAN
5 ONE-WAY STREET PLAN
6 UTILITY DETAILS
7 MISCELLANEOUS DETAILS
REVISED: FEBRUARY 10, 20003
JANUARY 01^^05
CLA Engineers, Inc.
1 CIVIL STRUCTURAL •SURVEYING
317 Main Street Norwich, CT 06360
860) 886-1966 Fax (860) 886-9165
LEmG-,cmND TO DRAWING
EXISTI=0 PROPOSED
PROPERTY LINE
W -
S—
G—
8,x
DRAINAGE
ROOF DRAINS
a"
Q ,c
a o°
CATCH BASIN IQ
WATER
2-A
SEWER
Qi-
y1L
GAS G
o
V
90
SPOT ELEVATION 78.0 x
UTILITY POLE
TOWN 4
Os Site2ATOWN
39 Luc;.'
LI ao
r
HILL t,q C r
f
R40 ROAD
G
R20 FITCH
HILLLjE
IARDINS
N
N WW
a 32
Ri yARD R20 y RROVN DR. sm:. XSERT R04ND
r
Exit
79A
tv a r
W J O
a
O
C 3 m lop i
0 SR4 Hp1.L.Y i
cREssv.
m
LOCATION MAP
SCALE: 1 "=1000'
INDEX TO DRAWINGS.
DRAWING DESCRIPTION OF
NO. DRAWINGS
1 SURVEY / LOT LINE
RECONFIGURATION PLAN
2 SITE PLAN
3 GRADING & DRAINAGE PLAN
4 WATERLINE EXTENSION PLAN
5 ONE-WAY STREET PLAN
6 UTILITY DETAILS
7 MISCELLANEOUS DETAILS
REVISED: FEBRUARY 10, 20003
JANUARY 01^^05
CLA Engineers, Inc.
1 CIVIL STRUCTURAL •SURVEYING
317 Main Street Norwich, CT 06360
860) 886-1966 Fax (860) 886-9165
LEmG-,cmND TO DRAWING
EXISTI=0 PROPOSED
PROPERTY LINE
W -
S—
G—
8,x
DRAINAGE
ROOF DRAINS 6"PVC — — —
CATCH BASIN IQ
WATER W
SEWER S
GAS G
CONTOUR
V
90
SPOT ELEVATION 78.0 x
UTILITY POLE
RETAINING WALL
SILT FENCE -SF-SF-SF-
UNDERGROUND
SF SF SF -
UNDERGROUND ELECTRIC CONDUIT -E-E
UNDERGROUND TELEPHONE CONDUIT -T-T
x x CHAIN LINK FENCE
TREELINE
SIGHTLINE-----------------
FINAL SITE PLAN APPROVAL GRANTED BY THE MONTVILLE
PLANNING AND ZONING COMMISSION
SIGNATURE DATE
5
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SEE DETAIL / CONNECT TO
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PROVOSED ELECTRICAL
SUPPLY PANEL
PROPOSED 4 CONC. WALK E
TYP.) ' / o E
BIT. CONCRETE CURB
401 CD
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SET `
J LIMIT OF ROAD
REGRADING & PAVING
SAWCUT & MATCH
EXISTING GRADE;
SEE DETAIL
PROPOSED ENTRANCE
REC. SIGN W/LIGHT
SEE DETAIL
PROPOSED
IP 1 "STOP SIGN"
4q
63y
REC. 82
R=2 PROPOSED
ONE WAY"
SIGN
REMOVE & DISPOSE OF
EXISTING TREE
PROPOSED FIRE
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47'; HOUSE & CARPORT ' r:E RI
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EXISTING WELL
1" WQTER SERVICE TYP.
l INSTALL 10' x 15' DUMPSTER 6" SEWER -SERVICE (TYP.)
f PAD W/ ENCLOSURE
SEE DETAIL \ PROPOSED LOT
G 15' SETBACK1tAREA: /
120, 728,.38 S.F.
SET
t PAVE
DRI
1 REMOVE EXISTING u
CONCRETE PATIO S`, BUILDING
1 x 10
JTF=82.2
I 1 _ --- 0
TYP INV= 81.9 \j
A8 PVC SEWERPROPOSED f_ 308 LF 0 S= 1.0% PROPERTY LINE
LIMIT OF DRIVEWAY
REGRADING & PAVING
MATCH EXISTING GRADE
50
4Q 1
SETBACK 1 ; 40' SETBACK
OECK
00,
EX151 •
NOUSE
PROPOSED 8 WATER MAIN
SEE SHEET 4
SEE DE AIL
CONNECT TO PROPOSED
8" WATER MAIN W/4" SERVICE
AN D GATE VALVE
84
CONNECT TO FUTURE
GAS EXTENSION BY N.E.U.
1
85.38
iNV.=78.8
86
141* '
1
CONNECT TO SMH
INV= 78.9
RECONSTRUCT
INVERT TABLE
t REMOVE & DISPOSE OF
EXISTING TREES
4 `t
N REGRADE & REPAVE
EC. EXISTING ROAD
1 MAINTAIN 14' WIDTH
SEE SHEET 3
4
I PROPOSED
ONE WAY
SIGN
D J , - ,-
VE • ; (. C•.
f `
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V
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Q J
SNET #27
CRov 5 r _
l , v d
P114E
jSETIPIN
PIN
REC. /.
RFS/
S
LIMIT OF ROAD
REGRADING & PAVING
SAWCUT & MATCH
EXISTING GRADE;
SEE DETAIL
CLA Engineers, Inc.
1 CIVIL •STRUCTURAL -SURVEYING
SCALE: I"=20'
1
Project No.
JAVEE DEVELOPMENT, LLC CU -2871
Proj. Engineer
WESTATESR.A.D.
FAIR AY Date'
OLD FITCH HILL ROAD, MONTVILLE, CT. JAN 2003
Sheet No.
SITE PLAN 2
2 1/20/03 Misc. Revisions
Misc. Revisions
Revision
317 Main Street Norwich, Connecticut
860) 886-1966 Fax (860) 886-9165
1 1 03
No. I Date
SCALE: I"=20'
1
Project No.
JAVEE DEVELOPMENT, LLC CU -2871
Proj. Engineer
WESTATESR.A.D.
FAIR AY Date'
OLD FITCH HILL ROAD, MONTVILLE, CT. JAN 2003
Sheet No.
SITE PLAN 2
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SET
APPLY TOPSOIL, SEED, FERTILIZE AND
LANDSCAPED ISLAND (TYP.) MULCH ON ALL DISTURBED AREAS
EROSION CONTROL BLANKETS DH
F REC.
SF ----SF
SF"ll
SF IPSILTFENCE .. .... ...... 7 REC, SFTYPE "C" CB
TF= 73.2
612" INV= 69.0
4 . . . . . . . . . .
6" INV=69.5
74 co .... .. . ...... ..................
i Al. 83.0
I
77.;7 C
LEVEL SPREADER LIP 100' LONG SEDIMENTATION BASIN ........... ......
SEE DETAILEL.=66.5
MATTING 4DPROVIDEEROSIONCONTROLlb*
IL AALONGLIPPERDETAIL
Ir_)_pAp
X
SEE iDETAIL
SPLASH PAD
84
24" P HE
711
T135 12/
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SV_ rn
SF 80 rn rn
T T_ 12 r2 0
66
co 'k88.5 20" PINE
0 88.5
A t5 woo—
No—Vol
M, H.
I , F.=85.38
INV.=78,8
REMOVE VEGATATION WITHIN
STREET R.O.W.
LIMITS OF ROAD
WIDENING & REGRADING
Q
TEMPORARY CONSTRUCTION
ENTRANCE; SEE DETAIL
SIGHT LINE
SEE SIGHT LINE PROFILE
THIS SHEET
REMOVE AND DISPOSE
EXISTING TREES
3—NORWAY SPRUCE
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CRUSHED STONE 83.0 — ------ J 0 CHANNEL; SEE D ETAIL d0000ww
0 g.i 3
8B.7
69PROPOSEDTREELINE82
Z,
LIMIT OF CLEARING V`
0 PAVED
DRIVE A
ROOF DRAINS 3—EASTERN WHITE P _J
TYP.)
INE
CONNECTOR <
TEMPORARY STOCKPILE AREA
4—EASTERN WHITE PINE rD/
Epsl - CE —
NORWAY SPRUCE2,—NORWA SPRUCE
3
EASTERN, WHITE PINE
SHET #27r,4, 2—NORWAY SPRUCE\ X",
T/_
of o(
01
LIMITS OF ROAD
WIDENING & REGRADING
50
P004
Z, A
94
92
90
88
86
3.7 5' EY
84
4
IPIN
SET
92
IPIN
REC.
90
LA Engineers, Inc, BJECT
HT Y CIVIL STRUCTURAL - SURVEYING
2 2/03 Misc. Revisions
86 1 1/03 Misc. Revisions Main Street Norwich, Connecticut
0) 886-1966 Fax (860) 886-9165
No Date Revision
84
0+00 1+00 2+UU J_r uki
0
nt_ A
bK H. I LlNr_ rmur ILL 1
HORIZONTAL: 1 40
VERTICAL: 1" 4' SCALE: 19'=201
m
Project No.
JAVEE DEVELOPMENT, LLC CIA -2871
Proj. Engineer
R.A.D.
FAIRWAY ESTATES Date:
OLD FITCH HILL ROAD, MONTVILLE, CT. JAN 2003
Sheet No.
GRADING & DRAINAGE PLAN 3
EXIST114G GRADE
4.5' d
HEI(
mop -on
HEI T P OPOSED WE
SIGHT -INE.
4
IPIN
SET
92
IPIN
REC.
90
LA Engineers, Inc, BJECT
HT Y CIVIL STRUCTURAL - SURVEYING
2 2/03 Misc. Revisions
86 1 1/03 Misc. Revisions Main Street Norwich, Connecticut
0) 886-1966 Fax (860) 886-9165
No Date Revision
84
0+00 1+00 2+UU J_r uki
0
nt_ A
bK H. I LlNr_ rmur ILL 1
HORIZONTAL: 1 40
VERTICAL: 1" 4' SCALE: 19'=201
m
Project No.
JAVEE DEVELOPMENT, LLC CIA -2871
Proj. Engineer
R.A.D.
FAIRWAY ESTATES Date:
OLD FITCH HILL ROAD, MONTVILLE, CT. JAN 2003
Sheet No.
GRADING & DRAINAGE PLAN 3
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PROPOSED _
HYDRANT
SNET #14
J
QQ
cri
4"G
12"XS" TEE
WITH 8" GATE VALVE
2' PIPE AND CAP
CBC
T.F.=84.65
12" RCP INV. IN=7
15" RCP INV IN=79.07 T -F.=83 51
15" RCP INV. OUT=78.90 12" RCP INV. IN=79.65
12" RCP INV. IN=78.61
15" RCP INV. IN=78,56
15" RCP INV 01-11=7811
PLAN.
CAI F- 1 " = 40'
I REMOVE CAP AND ONNECTH
TO EXISTING 12" TER MAIN
BCL
T.F.=82.78
12" RCP OUT= 0.16
01'` yo StvET # t t
69
CBC
T,F.=83 01 - ,^
12" RCP INV. IN=78.99 rJ
15" RCP INV. IN=77.05 w Li
15'• RCP INV. OUT=76.91 I Q
O
PROPOSED AIR RELEASE VALVE
2"x8" TEE W/
3" GATE VALVE
12" GATE VALVE & CAP
34.0(-
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U. 06
31
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OLD FITCH HIL ROAD
PALMER RD.
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FRANCES RD.
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PROFILE
HORIZONTAL: 1" = 40'
VERTICAL: 1 " = 4'
M.
92
90
88
86
84
82
1
78
76
74
72
70
rLA Engineers,Inc.
CIVIL • STRUCTURAL • SURVEYING
2 2/10/03 Misc. Revisions
1 1/20/03 Misc. Revisions F317 Main Street Norwich, Connecticut
No. Date Revision (860) 886-1966 Fax (860) 886-9165
Project No.
JAVEE DEVELOPMENT, LLC CL4-2871
Proj. Engineer
R.A.D.
FAIRWAY ESTATES Date:
OLD FITCH HILL ROAD, MONTVILLE, CT. JAN. 2003
Sheet No.
WATERLINE EXTENSION PLAN
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J
VOL. 133 PG. 875
GOLF COURSE)
DO NOT ENTER" SIGN
HOUSE TO 6E REMOVED
r.
I ' ,--PROP SED MULTI
FAMILYOLD
OSED
n. pR
ORT
I
12 RESIDENTIAL UNITS RAVLt f i I6 P R BUILDING -
24" PINE i W
VVI DLI N E`'
I
LOT #37CILOro
LOT #38 20" PINE
sZ X
WELL
20'• PINE
W000 LINE = -
I /
l 05
710SNETREMAINSc \
WIRE FEN E ly``s. "ONE WAY" SIGNcaRqcfPAVED £8
DRIVE f/ .
STOP" SIGN
l
0 G "ONE WAY" SIGN
CLA
N/F
ROBERT M. COGGESHALL &
KATHY L. COGGESHALL
VOL. 191 PG. 658
LIMITS OF ROAD WIDENING
TO 14' AND FOAO REGRADING
TO ALLOW ADEQUATE SIGHT LINE
FOR PROPOSED ACCESS DRIVE
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TF. T.F. = 84.04
12•' RCP INV JT=78.79
CBC
T.F. = 83.87 .
fJCI ; 12" RCP INV. OUT=79.72 SNET # 1 _ r Z
fml
4 G i - 9 - -- --- 4"G
011 a v v i i • "w
S
LBC
T.F. = 84.65
12" RCP INV. IN=79.00
15" RCP INV. IN=79,07
15'• RCP INV. OUT=78.90
PLAN,
SCALE: 1 " = 40'
CBC
T.F.=83.51
12'• RCP INV. IN=79.65
12•' RCP INV. IN=78.61
15•• RCP INV. IN=78.56
15" RCP INV. OUT=78.11
O SNET #11'--
4
11'--
8"S
8•s
SITE OF PROPOSED
12 RESIDENTIAL UNITS
6 PER BUILDING)
PLAN
SCALE: 1 " = 200'
110-30
CLA Engineers, Inc.
1 CIVIL •STRUCTURAL •SURVEYING
1 2/10/03 MISCELLANEOUS REVISIONS
1 1/03 MISCELLANEOUS REVISIONS 317 Main Street Norwich, Connecticut
No. Date Revision (
860) 886-1966 Fax (860) 886-9165
Project No.
JAVEE DEVELOPMENT, LLC CLA-2871
Proj. Engineer
R.A.D. FAIRWAY ESTATES Date:
OLD FITCH HILL ROAD, MONTVILLE, CT. DEC. 2002
Sheet No..
ONE- WAY STREET PLAN 5
a.
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PROPOSED OR EXISTING
ROADWAY SECTION
SEE PAVEMENT REPLACEMENT
WHEN APPLICABLE)
4.5' MIN. COVER
FOR WATER MAIN DETECTABLE WARNING TAPE
OR AS SHOWN - CONTINUOUS ALONG
ON THE PLANS MAIN AND SERVICES
COMPACTED SUITABLE
NATIVE MATERIAL OR
GRAVEL FILL AS DIRECTED
BY ENGINEER
PIPE
D=INSIDE 12"
DIAMETER
OF PIPE
00
12"
0
GRAVEL/SAND
PIPE BEDDING
D
6" MINIMUM
OVER EARTH
PRESHAPE BEDDING TO
FIT PIPE CONTOUR
12" MINIMUM
OVER ROCK
WATER MAIN AND SERVICE TRENCH DETAIL
NOT TO SCALE
c ACTUAL TEST PRESSURE IS 200 PSI AND ALL BEARING AREA
NOTE 5 NUMBERS ABOVE MUST BE MULTIPLIED BY 2
1. POUR THRUST BLOCKS AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL.
NO JOINTS SHALL BE COVERED WITH CONCRETE.
2. ON BENDS AND TEES, EXTEND THRUST BLOCKS FULL LENGTH OF FITTING.
3. PLACE BOARD IN FRONT OF ALL CAPS BEFORE POURING THRUST BLOCK.
4. REQUIREMENTS OF THE ABOVE TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER
SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED.
TYPICAL THRUST BLO(K DETAILS AND DIMENSIONS
NOT TO SCALE
as
IEE
0
CUF
W)
1 1,
L UI\/'JJ r Ir L JVr r VI\ I
CUT TO FIT IN FIELD
WATER -MANUAL AIR RELEASE
NOT TO SCALE
WATERMAIN NOTES
1. WATER MAINS SHALL BE MINIMUM CLASS 52 CEMENT -LINED DUCTILE IRON
PIPE WITH PUSH -ON JOINTS, IN ACCORDANCE WITH AWWA C104, C111 AND
C150, MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 AND
THE NORWICH WATER COMPANY STANDARD DETAILS.
2. HYDRANTS SHALL BE OPEN RIGHT, 3 -WAY HYDRANTS, WITH A 5-1/4" VALVE
AND MECHANICAL JOINT CONNECTION IN ACCORDANCE WITH AWWA C500.
ACCEPTABLE MANUFACTURER SHALL BE MUELLER.
3. GATE VALVES SHALL BE OPEN RIGHT, RESILIENT SEAT GATE VALVES WITH
MECHANICAL JOINT CONNECTIONS, IN ACCORDANCE WITH AWWA C500.
ACCEPTABLE MANUFACTURERS ARE CLOW, MUELLER, OR KENNEDY.
4. ALL FITTINGS SHALL BE MECHANICAL JOINT, CEMENT LINED DUCTILE
IRON CLASS 52 OR GREATER, IN ACCORDANCE WITH AWWA C153.
15' 0 3% t 3' 14'
LEVEL
I"
L
YP.)
Will DRAINAGE PIPE
4'
EXISTING GRADE
OR ROADWAY SECTION
COMPACTED SUITABLE
NATIVE MATERIAL
SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL
AREAS SHOWN ARE BASED ON 100 PSI TEST PRESSURE (SEE NOTE BELOW)
i
REACTION
NATIVE MATERIAL OR
PIPE SIZE
4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" TYPE
A90' ELBOW 0.9 2.2 3.9 5.6 8.6 10.9 15.4 18.0 24.1 34.6 53.8 77.4
B 180' TEE 0.7 1.6 2.8 4.2 6.1 8.4 10.9 13.9 17.0 24.5 38.1 54.7
C 45' ELBOW 0.5 1.2 2.1 3.0 4.7 5.9 8.3 9.7 13.0 18.8 29.1 41.9
D 22' ELBOW 0.3 0.6 1.1 1.5 2.4 3.0 4.3 5.0 6.6 9.6 14.9 21.4
E 11' ELBOW 0.1 0.3 0.5 0.8 2 1.5 2.1 2.5 3.3 4.8 7.5 110.7
OTHER TEST SQUARE FEET OF CONCRETE THRUST BLOCKING FOR OTHER TEST PRESSURESPRESSURESISDIRECTLYPROPORTIONALTOTHEABOVETABLE. FOR INSTANCE, AT
o rrG
o
FOR THE 200 PSI TEST PRESSURE THE ABOVE NUMBERS DOUBLE. THE ABOVE
ABOVE
3/4" CRUSHED STONE
NUMBERS REPRESENT MINIMUM ALLOWABLE SIZES FOR THRUST BLOCKS
BACKFILL AND BEDDING
REACTIONS
SANITARY SEWER PIPE BEDDING DETAIL
c ACTUAL TEST PRESSURE IS 200 PSI AND ALL BEARING AREA
NOTE 5 NUMBERS ABOVE MUST BE MULTIPLIED BY 2
1. POUR THRUST BLOCKS AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL.
NO JOINTS SHALL BE COVERED WITH CONCRETE.
2. ON BENDS AND TEES, EXTEND THRUST BLOCKS FULL LENGTH OF FITTING.
3. PLACE BOARD IN FRONT OF ALL CAPS BEFORE POURING THRUST BLOCK.
4. REQUIREMENTS OF THE ABOVE TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER
SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED.
TYPICAL THRUST BLO(K DETAILS AND DIMENSIONS
NOT TO SCALE
as
IEE
0
CUF
W)
1 1,
L UI\/'JJ r Ir L JVr r VI\ I
CUT TO FIT IN FIELD
WATER -MANUAL AIR RELEASE
NOT TO SCALE
WATERMAIN NOTES
1. WATER MAINS SHALL BE MINIMUM CLASS 52 CEMENT -LINED DUCTILE IRON
PIPE WITH PUSH -ON JOINTS, IN ACCORDANCE WITH AWWA C104, C111 AND
C150, MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 AND
THE NORWICH WATER COMPANY STANDARD DETAILS.
2. HYDRANTS SHALL BE OPEN RIGHT, 3 -WAY HYDRANTS, WITH A 5-1/4" VALVE
AND MECHANICAL JOINT CONNECTION IN ACCORDANCE WITH AWWA C500.
ACCEPTABLE MANUFACTURER SHALL BE MUELLER.
3. GATE VALVES SHALL BE OPEN RIGHT, RESILIENT SEAT GATE VALVES WITH
MECHANICAL JOINT CONNECTIONS, IN ACCORDANCE WITH AWWA C500.
ACCEPTABLE MANUFACTURERS ARE CLOW, MUELLER, OR KENNEDY.
4. ALL FITTINGS SHALL BE MECHANICAL JOINT, CEMENT LINED DUCTILE
IRON CLASS 52 OR GREATER, IN ACCORDANCE WITH AWWA C153.
15' 0 3% t 3' 14'
LEVEL
I"
L
YP.)
Will DRAINAGE PIPE
4'
EXISTING GRADE
OR ROADWAY SECTION
COMPACTED SUITABLE
NATIVE MATERIAL
NOT TO SCALE
MODIFIED RIPRAP
24" THICK
PERVIOUS -
FILTER FABRIC
oo0
O
ItOOp
0
9' SU BGRADE 2VARIES 2'
PLAN SECTION
RIP -RAP SPLASH PAD DETAIL
4" TOPSOIL, SEED ON
SIDE SLOPES
STONE
CONTROL MATTING -- INFILTRATION CHANNEL
CENTERED ON LIP
SEDIMENTATION BASIN/LEVEL SPREADER DETAIL
0(D00
NOT TO SCALE
MUST MUTIPLY BEARING -AREA
BY 2 FOR NUMBER OF PIPES)
III=1 I I=1 I I=1
WRAP FITTING W/BUILDING
I PAPER PRIOR TO INSTALLING
THRUST BLOCK
I =
I I=
11= -
I
NOT TO SCALE
FINISHED GRADE
SLIDE TYPE VALVE BOX
MECHANICAL JOINT TEE
CONCRETE THRUST
BLOCK 6" DIP
NOTE
6" MECHANICAL JOINT
GATE VALVE ON
MIN. 1'-6"
UAX )'-n"
5' MIN
r EDGE OF
HYDRANT ANCHORING TEE MAY MASONRY UNIT 3/4" RESTRAINING RODS
BE SUBSTITUTED ON 6" OUTLET (1 ON EACH SIDE)TYP.
AND BOLTED DIRECTLY TO GATE
VALVE
FIRE HYDRANT ASSEMBLY
1 1 I--
COMPACTED SUITABLE
EXISTING GRADE
NATIVE MATERIAL OR
GRAVEL FILL
I I
1111=
DUAL PIPE BENDS
REINFORCING RODS - BEND,
HOOK AND TIE INTO CONCRETE.
EXPOSED RODS TO BE
BITUMINOUS COATED
II= I
GRAVITY BLOCK - BLOCK
SIZED BY VOLUME AS
DETERMINED BY THE
ENGINEER
THRUST BLOCK VERTICAL BENDS
DETECTABLE
WARNING TAPE \ /\ 30" COVER
12
SCHEDULE 40 PVC /\ 1
SIZE AS REQUIRED) ` X\
SCHEDULE 40 PVC \,
SIZE AS REUIRED) \ \
i 0: SAND \
6
12"
TRENCH DETAIL - TELEPHONE & ELECTRICAL CONDUIT
NOT TO SCALE
FIRE HYDRANT
3/4" CRUSHED
STONE
CONCRETE
THRUST
BLOCK
CONCRETE MASONRY
UNIT
FRAME AND COVER SHALL BE "CAMBELL"
MODEL NO. 10494502 (FRAME) AND
10495132 (COVER) AND SHALL HAVE
2 - 1" VENT HOLE AND EACH COVER SHALL
BEAR THE WORDING "SEWER"
MORTAR PARGING -
1" MORTAR BED
ADJUST TO GRADE
WITH BRICK MASONRY
12" MAXIMUM
MANHOLE STEP
COLPOLYMER POLYPROPYLENE
PLASTIC W/ 1/2- GRADE
60 STEEL REINFORCEMENT
PITCH TABLE --\
TO INVERT
CONE SECTION
PRECAST CONCRETE
MANHOLE RISER SECTIONS
TO SUIT
TABLE LIP TO BE AT SAME
ELEVATION AS INSIDE CROWN
TOP) OF LARGEST PIPE BUILT
INTO M. H.
FLOW
IV- -- o PRECAST CONCRETE
GRAVEL BEDDING----_k i BASE SECTION
UNDER PIPE
MECHANICAL SEAL
WATERTIGHT) (TYP.) °
12" MINIMUM
GRAVEL BEDDING
BRICK MASONRY 6'-0"
TABLE & INVERT r
SECTION A - A
M.H. FRAME & COVER
c MAtiNni F
COLPOLYMER POLYPROPYLENE
PLASTIC MANHOLE STEP
BRICK MASONRY
TABLE & INVERT
FLOW
ENTRIC CONE SECTION
H RISER SECTION BELOW
PLAN - CONE SECTION
A
MANHOLE PIPE SHALL NOT
NOT TO SCALE EXCEED 2'-0" IN LENGTH (TYP.)
PROPOSED GRADE
DETECTABLE WARNING TAPE
COMPACTED SUITABLE
i
NATIVE MATERIAL OR
SEWER PIPE
GRAVEL FILL
FILTER FABRIC
24" MIN.
CONTINUOUS)
DETECTABLE WARNING TAPE -
24"
CONTINUOUS ALONG MAIN &
SERVICES
ooh°c xo)c ,o >
X
9" SAND D=INSIDE
T
31 DIAMETER
SAND PIPE BEDDING\\\ 12 MIN.
OF PIPE
3 2/10/03 Misc. Revisions
D PRESHAPE BEDDING TO
FIT PIPE CONTOUR
6" MINIMUM
o0
o° 12 MINIMUM
OVER EARTHOVERgC)(_) ROCK
o rrG
o
3/4" CRUSHED STONE
BACKFILL AND BEDDING
SANITARY SEWER PIPE BEDDING DETAIL
NOT TO SCALE
MODIFIED RIPRAP
24" THICK
PERVIOUS -
FILTER FABRIC
oo0
O
ItOOp
0
9' SU BGRADE 2VARIES 2'
PLAN SECTION
RIP -RAP SPLASH PAD DETAIL
4" TOPSOIL, SEED ON
SIDE SLOPES
STONE
CONTROL MATTING -- INFILTRATION CHANNEL
CENTERED ON LIP
SEDIMENTATION BASIN/LEVEL SPREADER DETAIL
0(D00
NOT TO SCALE
MUST MUTIPLY BEARING -AREA
BY 2 FOR NUMBER OF PIPES)
III=1 I I=1 I I=1
WRAP FITTING W/BUILDING
I PAPER PRIOR TO INSTALLING
THRUST BLOCK
I =
I I=
11= -
I
NOT TO SCALE
FINISHED GRADE
SLIDE TYPE VALVE BOX
MECHANICAL JOINT TEE
CONCRETE THRUST
BLOCK 6" DIP
NOTE
6" MECHANICAL JOINT
GATE VALVE ON
MIN. 1'-6"
UAX )'-n"
5' MIN
r EDGE OF
HYDRANT ANCHORING TEE MAY MASONRY UNIT 3/4" RESTRAINING RODS
BE SUBSTITUTED ON 6" OUTLET (1 ON EACH SIDE)TYP.
AND BOLTED DIRECTLY TO GATE
VALVE
FIRE HYDRANT ASSEMBLY
1 1 I--
COMPACTED SUITABLE
EXISTING GRADE
NATIVE MATERIAL OR
GRAVEL FILL
I I
1111=
DUAL PIPE BENDS
REINFORCING RODS - BEND,
HOOK AND TIE INTO CONCRETE.
EXPOSED RODS TO BE
BITUMINOUS COATED
II= I
GRAVITY BLOCK - BLOCK
SIZED BY VOLUME AS
DETERMINED BY THE
ENGINEER
THRUST BLOCK VERTICAL BENDS
DETECTABLE
WARNING TAPE \ /\ 30" COVER
12
SCHEDULE 40 PVC /\ 1
SIZE AS REQUIRED) ` X\
SCHEDULE 40 PVC \,
SIZE AS REUIRED) \ \
i 0: SAND \
6
12"
TRENCH DETAIL - TELEPHONE & ELECTRICAL CONDUIT
NOT TO SCALE
FIRE HYDRANT
3/4" CRUSHED
STONE
CONCRETE
THRUST
BLOCK
CONCRETE MASONRY
UNIT
FRAME AND COVER SHALL BE "CAMBELL"
MODEL NO. 10494502 (FRAME) AND
10495132 (COVER) AND SHALL HAVE
2 - 1" VENT HOLE AND EACH COVER SHALL
BEAR THE WORDING "SEWER"
MORTAR PARGING -
1" MORTAR BED
ADJUST TO GRADE
WITH BRICK MASONRY
12" MAXIMUM
MANHOLE STEP
COLPOLYMER POLYPROPYLENE
PLASTIC W/ 1/2- GRADE
60 STEEL REINFORCEMENT
PITCH TABLE --\
TO INVERT
CONE SECTION
PRECAST CONCRETE
MANHOLE RISER SECTIONS
TO SUIT
TABLE LIP TO BE AT SAME
ELEVATION AS INSIDE CROWN
TOP) OF LARGEST PIPE BUILT
INTO M. H.
FLOW
IV- -- o PRECAST CONCRETE
GRAVEL BEDDING----_k i BASE SECTION
UNDER PIPE
MECHANICAL SEAL
WATERTIGHT) (TYP.) °
12" MINIMUM
GRAVEL BEDDING
BRICK MASONRY 6'-0"
TABLE & INVERT r
SECTION A - A
M.H. FRAME & COVER
c MAtiNni F
COLPOLYMER POLYPROPYLENE
PLASTIC MANHOLE STEP
BRICK MASONRY
TABLE & INVERT
FLOW
ENTRIC CONE SECTION
H RISER SECTION BELOW
PLAN - CONE SECTION
A
MANHOLE PIPE SHALL NOT
NOT TO SCALE EXCEED 2'-0" IN LENGTH (TYP.)
PROPOSED GRADE
COMPACTED SUITABLE
NATIVE MATERIAL OR
GRAVEL FILL 24" MIN.
DETECTABLE WARNING TAPE -
CONTINUOUS ALONG MAIN &
SERVICES X
T
SAND PIPE BEDDING\\\ 12 MIN.
3 2/10/03 Misc. Revisions
MECHANICAL SEAL
WATERTIGHT) (TYP.)
FLOW
MANHOLE EXCAVATION
PAYMENT LIMITS
A-4
PLAN - INVERT TABLE
MANHOLE DETAIL
N.T.S.
CLA Engineers, Inc.
1 CIVIL •STRUCTURAL •SURVEYING
2 1/20/03 Misc. Revisions
1 1/03 Misc. Revisions 317 Main Street Norwich, Connecticut
j \j (860) 886-1966 Fax (860) 886-9165
12" MIN. /\\ .\// GAS SERVICE No. Date Revision
SIZE PER UTILITY CO.) Project No.
JAVEE DEVELOPMENT, LLC CLA-2871
Proj. Engineer
12" MI R.A.D.
FAIRWAY ESTATES Date:
TRENCH WIDTH JAN. 2003
27" OLD FITCH HILL ROAD MONTVILLE, CT. Sheet No.
GAS SERVICE TRENCH DETAIL
NOT TO SCALE UTILITY DETAILS I V
Q
0
v
0
O
0
co
0
O
N
T
T
N
O
r`
06
a
a
n
co
J
Lo
W
M
L
M
U-
T
P-
oo
N
0
0
N
Cri
3 5/8'
2"x2"x48" V
4 BARS 4'-0" L
TOF
CROSS
PER CROS
11 1/
ECAST CONC. UN
O.T. STANDARD)
RECAST CONC.
NSONRY UNITS
R PRECAST RISER
POURED CONC. 1
PRECAST SUMP
FRONT ELEVATION SIDE ELEVATION
TYPE "C" CATCH BASIN DETAIL
NOT TO SCALE
R FABRIC WITH WOVEN
FENCE, INDUSTRIAL NETTING,
NOW FENCE FOR SUPPORT
PACTED BACKFILL
OW
SILT FENCE SECTION
NOT TO SCALE
CATCH BASIN CURBING TO
MATCH CURBING ON SITE
13/16"
TWISTED WIRE
RUBBER HOS
FRICTION GUA
2" OF BARK
MIN) X 10' STAKE,
SED, 3 EACH TREE,
SHALL BE PLUMB
BACK BURLAP FROM
AND SIDES OF BALL
PREPARED PLANTING MIX,--/
BACKFILLED IN 6" LAYERS, UNDISTURBED SOIL
WATERED SUFFICIENTLY TO
THOROUGHLY SETTLE SO BALL DIAMETERTHATNOAIRPOCKETS
ARE PRESENT
2X BALL DIAMETER
TREE PLANTING DETAIL
NOT TO SCALE
LANDSCAPE SCHEDULE
Common Name Botanical Name Size
Trees
Eastern White Pine Pinus Strobus 8-10' ht.
Norway Spruce Picer Abies 8-10' ht:
CROSS SLOPE 1/4" PER FOOT
5" CONC. - BROOM FINISH
Cp (7 •D, c p C
GC o v` ' 7°C pts Ooo F O o oai0 "
o,Q} . °Q-D° n Xcu`v 8 COMPACTED GRAVEL BASE
3op o"-jr 1lh tO o 'UuJ> >° C
II II I I,-
CROSS SECTION
EXPANSION JOINT WITH PRE -MOLDED EXP. JOINT FILLER AT 15'-0" o.c.
NEW SIDEWALK
1 /4" CONTROL JOINTS AT 5'-0"o.c.
3/8" USE EXPANSION
JOINT WHERE NEW
WALK MEETS EXISTING
l
EXISTING
SIDEWALK
LONGITUDINAL SECTION
CONCRETE WALK & JOINT DETAIL
NOT TO SCALE
DOUBLE SWING GATE
TIE WIRES AT 12" CENTERS 1-5/8"
PITCH 1 /4"/ft. TO REAR)
CHAIN LINK FENCE/DUMPSTER ENCLOSURE
NOT TO SCALE
CHER
4' 0" _
vgL C Rpp,D
P ODOcO0 O
4" MINIMUM-------
2"
INIMUM--''
2" SIZE STONE ------
FILTER FABRIC
Sp.
ti
CONSTRUCTION ENTRANCE
NOT TO SCALE
4" TOPSOIL
SEED, FERTILIZER & MULCH
o 00o°o OO
o
0°°Oi Q,ops O n n 00
4" CLEAN FILL
LOAM & SEED CROSS-SECTION DETAIL
NOT TO SCALE
1 1/2" CLASS II BITUMINOUS CONCRET
1 1/2" BINDER COURS
Li= 1111111111 T-170111101111 3;
Ca)OC)OID
o
8" ROLLED GRAVEL SUBBASE
BITUMINOUS CONCRETE PAVEMENT DETAIL
NOT TO SCALE
4" PROCESSED GRAVEL BASE
1 1/2" CLASS II BITUMINOUS CONCRETE—\
1 1/2" BINDER COURSE
EROSION CONTROL & SEDIMENTATION NARRATIVE
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE
WETLANDS OFFICER.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICER.
3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF
THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE.
CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICER
HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES.
4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT
LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS
NECESSARY.
5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED
AND STOCKPILED IN AN AREA AS SHOWN ON THE PLANS.
6. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND
ANY TEMPORARY STOCKPILE AREAS.
7. IMPROVEMENTS TO BE INSTALLED AS SHOWN ON THE PLAN.
8. TOPSOIL SHALL BE RE—APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES.
9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION
IS RE—ESTABLISHED.
10. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND
OCTOBER 1.
11. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS:
CROWN VETCH 15 LB's/AC
PERENNIAL RYEGRASS 10 LB's/AC
12. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL.
OCR OcAg
12" GRAVEL SUBBASE
ROADWAY RECONSTRUCTION (OLD FITCH HILL ROAD)
NOT TO SCALE
SIGN DETAIL
NOT TO SCALE
3" BITUMINOUS CONCRETE
HOT MIX) 2" SURFACE COURSE CLASS 2
OVER 2" BINDER COURSE CLASS 1
UNDISTURBED UNDISTURBED
No
EXIST. PAVEMENT EXIST. PAVEMENT
00 (NUVOCRON& NOTE:
10" MIN. ALL VERTICAL EDGES OF REMAINING
PROCESSED PAVEMENT SHALL BE PAINTED WITH A
GRAVEL BASE LIGHT COAT OF ASPHALT EMULSION
TRENCH PAVEMENT REPAIR (TOWN ROAD
NOT TO SCALE
3"
qI-Inlll ITP nP PA\/FAAFNT q" "
BITUMINOUS CONCRETE
PAVEMENT & LIP CURBING
NOT TO SCALE
No. I Date
15'
j 7'
6 1/2"
150W HIGH PRESSURE SODIUM
BY RUUD LIGHTING
OR APPROVED EQUAL
4" SQUARE ALUMINUM POLE
BY RUUD LIGHTING
OR APPROVED EQUAL
3' IN PAVED AREAS
FINISHED GRADE
CONCRETE FOOTING AND BASE
LIGHTING STANDARD
NOT TO SCALE
TOP OF FIXTURE
20' ABOVE
I 7 I 20 — FINISHED GRADE
150W HIGH PRESSURE SODIUM
BY RUUD LIGHTING
OR APPROVED EQUAL
BUILDING MOUNTED LIGHTING FIXTURE
NOT TO SCALE
0
CLA Engineers, Inc.
CIVIL STRUCTURAL •SURVEYING
317 Main Street Norwich, Connecticut
Revision (
860) 886-1966 Fax (860) 886-9165if
Project No.
JAVEE DEVELOPMENT, LLC CLA-2871
Proj. Engineer
FAIRWAY E TATES
R.A.D.
S Date:
JAN. 2003
OLD FITCH HILL ROAD MONTVILLE, CT. Sheet No.
MISCELLANEOUS DETAILS
EXISTING GRADE
OR ROADWAY SECTION
C SUITABLE
NATIVE MATERIAL OR
GRAVEL FILL
VARIES TRENCH EXCAVATION
PAY LIMITS
PIPEXA /
D=INSIDE
DIAMETER
OF PIPE
0
C) 12" 00
COMPACTED GRAVEL FALL
CONFORMING TO ARTICLE
M.02.01 D PRESHAPE BEDDING TO
j
FIT PIPE CONTOUR
o
o
6" MINIMUM
0
O°/, 12" MINIMUM
00
OVER ROCKOVEREARTHoooo° /
D+2 FT.
2" GRAVEL FILL WHEN
UNSUITABLE MATERIAL
ENCOUNTERED
DRAINAGE TRENCH DETAIL
NOT TO SCALE
R FABRIC WITH WOVEN
FENCE, INDUSTRIAL NETTING,
NOW FENCE FOR SUPPORT
PACTED BACKFILL
OW
SILT FENCE SECTION
NOT TO SCALE
CATCH BASIN CURBING TO
MATCH CURBING ON SITE
13/16"
TWISTED WIRE
RUBBER HOS
FRICTION GUA
2" OF BARK
MIN) X 10' STAKE,
SED, 3 EACH TREE,
SHALL BE PLUMB
BACK BURLAP FROM
AND SIDES OF BALL
PREPARED PLANTING MIX,--/
BACKFILLED IN 6" LAYERS, UNDISTURBED SOIL
WATERED SUFFICIENTLY TO
THOROUGHLY SETTLE SO BALL DIAMETERTHATNOAIRPOCKETS
ARE PRESENT
2X BALL DIAMETER
TREE PLANTING DETAIL
NOT TO SCALE
LANDSCAPE SCHEDULE
Common Name Botanical Name Size
Trees
Eastern White Pine Pinus Strobus 8-10' ht.
Norway Spruce Picer Abies 8-10' ht:
CROSS SLOPE 1/4" PER FOOT
5" CONC. - BROOM FINISH
Cp (7 •D, c p C
GC o v` ' 7°C pts Ooo F O o oai0 "
o,Q} . °Q-D° n Xcu`v 8 COMPACTED GRAVEL BASE
3op o"-jr 1lh tO o 'UuJ> >° C
II II I I,-
CROSS SECTION
EXPANSION JOINT WITH PRE -MOLDED EXP. JOINT FILLER AT 15'-0" o.c.
NEW SIDEWALK
1 /4" CONTROL JOINTS AT 5'-0"o.c.
3/8" USE EXPANSION
JOINT WHERE NEW
WALK MEETS EXISTING
l
EXISTING
SIDEWALK
LONGITUDINAL SECTION
CONCRETE WALK & JOINT DETAIL
NOT TO SCALE
DOUBLE SWING GATE
TIE WIRES AT 12" CENTERS 1-5/8"
PITCH 1 /4"/ft. TO REAR)
CHAIN LINK FENCE/DUMPSTER ENCLOSURE
NOT TO SCALE
CHER
4' 0" _
vgL C Rpp,D
P ODOcO0 O
4" MINIMUM-------
2"
INIMUM--''
2" SIZE STONE ------
FILTER FABRIC
Sp.
ti
CONSTRUCTION ENTRANCE
NOT TO SCALE
4" TOPSOIL
SEED, FERTILIZER & MULCH
o 00o°o OO
o
0°°Oi Q,ops O n n 00
4" CLEAN FILL
LOAM & SEED CROSS-SECTION DETAIL
NOT TO SCALE
1 1/2" CLASS II BITUMINOUS CONCRET
1 1/2" BINDER COURS
Li= 1111111111 T-170111101111 3;
Ca)OC)OID
o
8" ROLLED GRAVEL SUBBASE
BITUMINOUS CONCRETE PAVEMENT DETAIL
NOT TO SCALE
4" PROCESSED GRAVEL BASE
1 1/2" CLASS II BITUMINOUS CONCRETE—\
1 1/2" BINDER COURSE
EROSION CONTROL & SEDIMENTATION NARRATIVE
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE
WETLANDS OFFICER.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICER.
3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF
THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE.
CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICER
HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES.
4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT
LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS
NECESSARY.
5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED
AND STOCKPILED IN AN AREA AS SHOWN ON THE PLANS.
6. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND
ANY TEMPORARY STOCKPILE AREAS.
7. IMPROVEMENTS TO BE INSTALLED AS SHOWN ON THE PLAN.
8. TOPSOIL SHALL BE RE—APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES.
9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION
IS RE—ESTABLISHED.
10. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND
OCTOBER 1.
11. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS:
CROWN VETCH 15 LB's/AC
PERENNIAL RYEGRASS 10 LB's/AC
12. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL.
OCR OcAg
12" GRAVEL SUBBASE
ROADWAY RECONSTRUCTION (OLD FITCH HILL ROAD)
NOT TO SCALE
SIGN DETAIL
NOT TO SCALE
3" BITUMINOUS CONCRETE
HOT MIX) 2" SURFACE COURSE CLASS 2
OVER 2" BINDER COURSE CLASS 1
UNDISTURBED UNDISTURBED
No
EXIST. PAVEMENT EXIST. PAVEMENT
00 (NUVOCRON& NOTE:
10" MIN. ALL VERTICAL EDGES OF REMAINING
PROCESSED PAVEMENT SHALL BE PAINTED WITH A
GRAVEL BASE LIGHT COAT OF ASPHALT EMULSION
TRENCH PAVEMENT REPAIR (TOWN ROAD
NOT TO SCALE
3"
qI-Inlll ITP nP PA\/FAAFNT q" "
BITUMINOUS CONCRETE
PAVEMENT & LIP CURBING
NOT TO SCALE
No. I Date
15'
j 7'
6 1/2"
150W HIGH PRESSURE SODIUM
BY RUUD LIGHTING
OR APPROVED EQUAL
4" SQUARE ALUMINUM POLE
BY RUUD LIGHTING
OR APPROVED EQUAL
3' IN PAVED AREAS
FINISHED GRADE
CONCRETE FOOTING AND BASE
LIGHTING STANDARD
NOT TO SCALE
TOP OF FIXTURE
20' ABOVE
I 7 I 20 — FINISHED GRADE
150W HIGH PRESSURE SODIUM
BY RUUD LIGHTING
OR APPROVED EQUAL
BUILDING MOUNTED LIGHTING FIXTURE
NOT TO SCALE
0
CLA Engineers, Inc.
CIVIL STRUCTURAL •SURVEYING
317 Main Street Norwich, Connecticut
Revision (
860) 886-1966 Fax (860) 886-9165if
Project No.
JAVEE DEVELOPMENT, LLC CLA-2871
Proj. Engineer
FAIRWAY E TATES
R.A.D.
S Date:
JAN. 2003
OLD FITCH HILL ROAD MONTVILLE, CT. Sheet No.
MISCELLANEOUS DETAILS