HomeMy WebLinkAboutPlanCONFIRM INVERT ELEV. PRIOR ,-- )
TO CONSTRUCTION OF RESIDENCE
s M. H.
S -9, _6 —0
PROPOSED
WATER SERVICE -
(SEE DETAIL)
PROPOSED
SEWER SERVICE
'161'-6" SDR35
1�pll-,,{SEE NOTE #4)
CHAPEL
S24055'54"E
150,00'
LCT
�5/8-002
V/
22�5
FOOTINq DRAIN
OUTLE'T PIPE
6" SOILD PIPE
NO SCONE
7
Q) PROVIDE
CLEAN OUT
HILL
PROVIDE ANTI TRACKING PAD
THROUGHOUT CONSTRUCTION
W
to
to
LO
0
PROPOSED 6RIVEWAY
(2" BITUMINC�US CONCRETE
OVER 8" COMPACTED
PROCESSED BASE)
Cq b
PROP SED UNDERGROUND
�U17LERVICE
I(SENT� #5)
I `'
II
Lq
PROVIDE CONTINUOUS LINE OF
HAY BALES OR SILT FENCE
THROUGHOUT CONSTRUCTION
I NV.
J1-
\.586,0±
22.5
coful,
.s.
L
TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
NO.1,733"Lu7 CO ECT AS NOTED OR LPICTED HEREON.
J F. McNALLY, JR.,/�.Lb. #17387
s
nk
CORPORATION STOP
CC BY I.P. THREAD
\--,45-
WATER MAIN
FINISH GRADE
CURB BOX
MEDIUM ARCH BASE
DEPTH OF BURY
TO WATER MAIN TO CUSTOMER
COPPER TUBING
TYPE "K \-FLAT STONE OR
MASONRY UNIT
45' BEND CITY WATER CUSTOMER LINE
I.P. 'THREAD SERVICE LINE TO WATER METER
WATER SERVICE CONNECTION DETAIL
NOT TO SCALE
3* BITUMINOUS CONCRETE
1-1/2* (M04.03 -CLASS 2)
1-1/2* (MO4,03--CLASS 1)
UNDISTURBED TRENCH WIDTH + 240 UNDISTURBED
EXIST. PAVEMENT1 EAST. PAVEMENT
10" MIN,
PROCESSED TRENCH
GRAVEL BASE WIDTH
PROCESSED GRAVEL
TRENCH WIDTH + 12-I-1�4L EDGES OF NOTE: REMAINING
PAVEMENT SHALL BE PAINTED WITH A
LIGHT COAT OF ASPHALT EMULSION
BACKFILL & COMPACT
EXCAVATED FILL
ALONG HAY BALE
FLOW
WEDGE LOOSE HAY
BEIWEEN BALES
(2)-2"x2'x3' STAKES
OR REBAR PER BALE
-6, 0
PUBLIC ROAD
..........
EXCAVATE TRENCH 4" AND
LACE FILL UP-SLOPE OF 'TRENCH
EXISTING GRADE
SECTION
PLACE HAYBAtE AND STAKE
FIRST STAKE Xr ANGLE TOWARDS
PREVIOUS LAID BALE.
STAKES ARE 18" MIN. INTO GROUND
EMBFO HAYBALE 4"
MIN. INTO SOIL
NOT TO SCALE
NOTES:
1. THIS SURVEY AND MAP HAS BLEN PREPARED IN ACCORDANCE WITH SFCJI0N 20-300b-1
THRU 20-300b-20 OF THE RE(: UI FOR STATE AGENCIES "STANDARD FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNLCTICUT ASSOCIATION
OF LAND SURVEYORS, INC.
A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY - PROPOSED
B. BOUNDARY DETERMINATION CATEGORY: RESURVEY EXISTING BOUNDARY
C. HORIZONTAL ACCURACY.- CLASS A-2
TOPOGRAPHIC ACCURACY: T -D
D. INTENT: BASE MAP/SITE PLAN
2. TOPOGRAPHY ESTABLISHED BY GME/CPK DESIGN GROUP
3, ALL EXISTING UTILITIES TO BE ACCURATELY MARKED PRIOR TO CONSTRUCTION. CALL BEFORE
YOU DIG: 1-800-922-4455.
4. FINAL SEWER SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY,
5. FINAL UNDERGROUND UTILITY SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE W1 TH
THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PROPOSED RESIDENCE TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA = 85,934 S.F.
MAP REI- BIMCE:
SUBDIVISION PLAN ALLISON'
CHAPEL HILL ROAD & FORSYTH
A
EXIST. CONTOUR
PER REFERENCE MAP
PROPOSED CONTOUR
MORE OR LESS
SULIARE FEET
PROPOSED SEWER
PROPOSED ELECTRIC, TELEPHONE, CABLE
PROPOSED WATER
PROPOSED FOOTING DRAIN
20 0 20
440
SCALE: 1 "=20'
CLA En ins rs
Inc.
CIVIL - STRUCTURAL - SURVEYING
-
317 Main Street Norwich, Connectic-lit
No. Date Revis i 0 In (860) 886-1966 Fax (860) 886-9165
e-mail: ClAengro6aol.com
Project No,
RTT DEVELOPMENT, W.
--- LOT W/8- W1 CIA -3186
Prof.
ALLISON'S WAY SUBDIVISION �.�.�.
Date:
4/28/04
#450 CHAPEL HILL ROAD
Sheet No.
JPORCH
PROPOSED 5 BEDROOM
RJ�MENCE
GAR.
F -F =598.2
T/%AB=
597.0
596
PROVIDE ANTI TRACKING PAD
THROUGHOUT CONSTRUCTION
W
to
to
LO
0
PROPOSED 6RIVEWAY
(2" BITUMINC�US CONCRETE
OVER 8" COMPACTED
PROCESSED BASE)
Cq b
PROP SED UNDERGROUND
�U17LERVICE
I(SENT� #5)
I `'
II
Lq
PROVIDE CONTINUOUS LINE OF
HAY BALES OR SILT FENCE
THROUGHOUT CONSTRUCTION
I NV.
J1-
\.586,0±
22.5
coful,
.s.
L
TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
NO.1,733"Lu7 CO ECT AS NOTED OR LPICTED HEREON.
J F. McNALLY, JR.,/�.Lb. #17387
s
nk
CORPORATION STOP
CC BY I.P. THREAD
\--,45-
WATER MAIN
FINISH GRADE
CURB BOX
MEDIUM ARCH BASE
DEPTH OF BURY
TO WATER MAIN TO CUSTOMER
COPPER TUBING
TYPE "K \-FLAT STONE OR
MASONRY UNIT
45' BEND CITY WATER CUSTOMER LINE
I.P. 'THREAD SERVICE LINE TO WATER METER
WATER SERVICE CONNECTION DETAIL
NOT TO SCALE
3* BITUMINOUS CONCRETE
1-1/2* (M04.03 -CLASS 2)
1-1/2* (MO4,03--CLASS 1)
UNDISTURBED TRENCH WIDTH + 240 UNDISTURBED
EXIST. PAVEMENT1 EAST. PAVEMENT
10" MIN,
PROCESSED TRENCH
GRAVEL BASE WIDTH
PROCESSED GRAVEL
TRENCH WIDTH + 12-I-1�4L EDGES OF NOTE: REMAINING
PAVEMENT SHALL BE PAINTED WITH A
LIGHT COAT OF ASPHALT EMULSION
BACKFILL & COMPACT
EXCAVATED FILL
ALONG HAY BALE
FLOW
WEDGE LOOSE HAY
BEIWEEN BALES
(2)-2"x2'x3' STAKES
OR REBAR PER BALE
-6, 0
PUBLIC ROAD
..........
EXCAVATE TRENCH 4" AND
LACE FILL UP-SLOPE OF 'TRENCH
EXISTING GRADE
SECTION
PLACE HAYBAtE AND STAKE
FIRST STAKE Xr ANGLE TOWARDS
PREVIOUS LAID BALE.
STAKES ARE 18" MIN. INTO GROUND
EMBFO HAYBALE 4"
MIN. INTO SOIL
NOT TO SCALE
NOTES:
1. THIS SURVEY AND MAP HAS BLEN PREPARED IN ACCORDANCE WITH SFCJI0N 20-300b-1
THRU 20-300b-20 OF THE RE(: UI FOR STATE AGENCIES "STANDARD FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNLCTICUT ASSOCIATION
OF LAND SURVEYORS, INC.
A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY - PROPOSED
B. BOUNDARY DETERMINATION CATEGORY: RESURVEY EXISTING BOUNDARY
C. HORIZONTAL ACCURACY.- CLASS A-2
TOPOGRAPHIC ACCURACY: T -D
D. INTENT: BASE MAP/SITE PLAN
2. TOPOGRAPHY ESTABLISHED BY GME/CPK DESIGN GROUP
3, ALL EXISTING UTILITIES TO BE ACCURATELY MARKED PRIOR TO CONSTRUCTION. CALL BEFORE
YOU DIG: 1-800-922-4455.
4. FINAL SEWER SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY,
5. FINAL UNDERGROUND UTILITY SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE W1 TH
THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PROPOSED RESIDENCE TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA = 85,934 S.F.
MAP REI- BIMCE:
SUBDIVISION PLAN ALLISON'
CHAPEL HILL ROAD & FORSYTH
A
EXIST. CONTOUR
PER REFERENCE MAP
PROPOSED CONTOUR
MORE OR LESS
SULIARE FEET
PROPOSED SEWER
PROPOSED ELECTRIC, TELEPHONE, CABLE
PROPOSED WATER
PROPOSED FOOTING DRAIN
20 0 20
440
SCALE: 1 "=20'
CLA En ins rs
Inc.
CIVIL - STRUCTURAL - SURVEYING
-
317 Main Street Norwich, Connectic-lit
No. Date Revis i 0 In (860) 886-1966 Fax (860) 886-9165
e-mail: ClAengro6aol.com
Project No,
RTT DEVELOPMENT, W.
--- LOT W/8- W1 CIA -3186
Prof.
ALLISON'S WAY SUBDIVISION �.�.�.
Date:
4/28/04
#450 CHAPEL HILL ROAD
Sheet No.