HomeMy WebLinkAboutPlanW
--
__S
END
SEWER
LATERAL
PROPOSED
WATER SERVICE
(SEE DETAIL)
PROVIDE EXPLORATORY TEST HOLE
AND CONFIRM INVERT ELEV. PRIOR
TO CONSTRUCTION OF RESIDENCE
CHAPEL HILL ROAD '
W - - 'VJ - W - \---
/ UTILITY
\ - POLE
S24'55'54"E :
150.00' _i -
PROPOSED I
SEWER SERVICE \
135'-6" SDR35 \
(SEE NOTE #4)
O �
a�
Lr) Lr)
V)
LOT
35/8-002
FOOTING DRAIN
OUTLET PIPE
6" SOILD PIPE
NO STONE
1-*-- 22.5'
PROVIDE CONTINUOUS LINE OF
HAY BALES OR SILT FENCE
THROUGHOUT CONSTRUCTION
INV.
583.5±
I
lei
PROVIDE ANTI TRACKING PAD
THROUGHOUT CONSTRUCTION �-
S.M.H.
T.F-.=596.0±
S__
PROPOSED DRIVEWAY
(2" BITUMINOUS CONCRETE
OVER 8" COMPACTED
PROCESSED BASE)
PROPOSED UNDERGROUND
UTILITY SERVICE
(SEE NOTE #5)
LOT
35/8-001
gym- -
►� oF,...70,.k
�•4,
..' ; • CM '�.
co OPP
'k :1T38? *�j TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
!!-- CO CT AS NOTED 0 PICTED HEREON.
40 ENO VC
Goes
s nn+► J E F. McNALLY, JR., .L . #17387 DATE
FINISH GRADE
CURB BOX
MEDIUM ARCH BASE
CURB STOP
COPPER SERVICE
THREAD NO DRAIN
CORPORATION STOP
CC BY I.P. THREAD FLARE ADAPTER
\-.,45'
WATER MAI N
4'-6"
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 + 24" UNDISTURBED
EXIST. PAVEMENT EXIST. PAVEMENT
10" MIN.
PROCESSED TRENCH
GRAVEL BASE WIDTH
PROCESSED GRAVEL NOTE:
TRENCH WIDTH + 12" ALL VERTICAL EDGES OF REMAINING
PAVEMENT SHALL BE PAINTED WITH A
LIGHT COAT OF ASPHALT EMULSION
PERMANENT PAVEMENT DETAIL
NOT TO SCALE
NOTES.
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARD FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT 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 CME/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 WITH
THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PROPOSED RESIDENCE TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA = 84,947 +/- S.F.
MAP REFERENCE:
SUBDIVISION PLAN ALLISON'S WAY SUBDIVISION, PREPARED FOR RTT DEVELOPMENT, INC.,
CHAPEL HILL ROAD & FORSYTH ROAD, MONTVILLE, CT, REVISIONS: 06/02/2003.
EXIST. CONTOUR
n
- _ - _5190-- - -- -
PER REFERENCE MAP
590
PROPOSED CONTOUR
PER REFERENCE MAP
�`--� PUBLIC ROAD --�'"�
r
\
WETLAND FLAG
+/-
MORE OR LESS
0
0
S.F.
SQUARE FEET
°�p o SPECIAL RIPRAP
0 0
---5 S S
PROPOSED SEWER
4" MINIMUM 00g Q p °0 ° (2" STONE CONFORMING
0 0_ ,Opp �o TO D.O.T. FORM 814, 1988
p p ?�" ARTICAL M.12.03-4.)
°�
E/"r/C
gym- -
►� oF,...70,.k
�•4,
..' ; • CM '�.
co OPP
'k :1T38? *�j TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
!!-- CO CT AS NOTED 0 PICTED HEREON.
40 ENO VC
Goes
s nn+► J E F. McNALLY, JR., .L . #17387 DATE
FINISH GRADE
CURB BOX
MEDIUM ARCH BASE
CURB STOP
COPPER SERVICE
THREAD NO DRAIN
CORPORATION STOP
CC BY I.P. THREAD FLARE ADAPTER
\-.,45'
WATER MAI N
4'-6"
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 + 24" UNDISTURBED
EXIST. PAVEMENT EXIST. PAVEMENT
10" MIN.
PROCESSED TRENCH
GRAVEL BASE WIDTH
PROCESSED GRAVEL NOTE:
TRENCH WIDTH + 12" ALL VERTICAL EDGES OF REMAINING
PAVEMENT SHALL BE PAINTED WITH A
LIGHT COAT OF ASPHALT EMULSION
PERMANENT PAVEMENT DETAIL
NOT TO SCALE
NOTES.
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARD FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT 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 CME/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 WITH
THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PROPOSED RESIDENCE TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA = 84,947 +/- S.F.
MAP REFERENCE:
SUBDIVISION PLAN ALLISON'S WAY SUBDIVISION, PREPARED FOR RTT DEVELOPMENT, INC.,
CHAPEL HILL ROAD & FORSYTH ROAD, MONTVILLE, CT, REVISIONS: 06/02/2003.
BACKFILL & COMPACT
EXCAVATED FILL
ALONG HAY BALE
FLOW —
WEDGE LOOSE HAY _
BETWEEN BALES
(2)-2"x2"x3' STAKES
OR REBAR PER BALE
EXCAVATE TRENCH 4" AND
LACE FILL UP—SLOPE OF TRENCH
EXISTING GRADE
SECTION
PLACE HAYBALE AND STAKE
FIRST STAKE AT ANGLE TOWARDS
PREVIOUS LAID BALE.
STAKES ARE 18" MIN. INTO GROUND
EMBED HAYBALE 4"
MIN. INTO SOIL
ELEVATION
HAY BALE BARRIER DETAIL
NOT TO SCALE
20 0 20 .0
FM
SCALE: 1 "=20'
ILCLA Engineers, Inc.
CIVIL • STRUCTURAL • SURVEYING
317 Main Street Norwich, Connecticut
IF (860) 886-1966 Fax (860) 886-9165
No. Date Revision e-mail: CL.Aengrs®aol.com
Project No.
RTT DEVELOPMENT, INC. - - - LOT 35/8- 002 CIA -3186
IProj. Engineer
ALLISON'S WAY SUBDIVISION J.F.M.
#460 CHAPEL HILL ROAD Date
3/4/04
MONTVILLE, CT Sheet No.
SITE PLAN
EXIST. CONTOUR
- _ - _5190-- - -- -
PER REFERENCE MAP
590
PROPOSED CONTOUR
PER REFERENCE MAP
�`--� PUBLIC ROAD --�'"�
W LF
WETLAND FLAG
+/-
MORE OR LESS
0
0
S.F.
SQUARE FEET
°�p o SPECIAL RIPRAP
0 0
---5 S S
PROPOSED SEWER
4" MINIMUM 00g Q p °0 ° (2" STONE CONFORMING
0 0_ ,Opp �o TO D.O.T. FORM 814, 1988
p p ?�" ARTICAL M.12.03-4.)
°�
E/"r/C
PROPOSED ELECTRIC, TELEPHONE, CABLE
0 0
—W W
PROPOSED WATER
24' FILTER FABRIC
PROPOSED FOOTING DRAIN
ANTI- TRACKING PAD
NOT TO SCALE
BACKFILL & COMPACT
EXCAVATED FILL
ALONG HAY BALE
FLOW —
WEDGE LOOSE HAY _
BETWEEN BALES
(2)-2"x2"x3' STAKES
OR REBAR PER BALE
EXCAVATE TRENCH 4" AND
LACE FILL UP—SLOPE OF TRENCH
EXISTING GRADE
SECTION
PLACE HAYBALE AND STAKE
FIRST STAKE AT ANGLE TOWARDS
PREVIOUS LAID BALE.
STAKES ARE 18" MIN. INTO GROUND
EMBED HAYBALE 4"
MIN. INTO SOIL
ELEVATION
HAY BALE BARRIER DETAIL
NOT TO SCALE
20 0 20 .0
FM
SCALE: 1 "=20'
ILCLA Engineers, Inc.
CIVIL • STRUCTURAL • SURVEYING
317 Main Street Norwich, Connecticut
IF (860) 886-1966 Fax (860) 886-9165
No. Date Revision e-mail: CL.Aengrs®aol.com
Project No.
RTT DEVELOPMENT, INC. - - - LOT 35/8- 002 CIA -3186
IProj. Engineer
ALLISON'S WAY SUBDIVISION J.F.M.
#460 CHAPEL HILL ROAD Date
3/4/04
MONTVILLE, CT Sheet No.
SITE PLAN