HomeMy WebLinkAboutPlanrxovmL AW|| |KACK{NQ PAD
THROUGHOUT CONSTRUCI-ION
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PROVIDE CONTINUOUS UNE OF \
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THROUGHOUT CONSTRUCTION ( \
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FOOTING DRAIN',,,
OUTLET p/P[
6' S0LD PIPE `
NO STONE
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PROPOSED YNDFRGROUND
f- u|m|r SERVICE
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PROPOSED SERVICE
(SEE OETA/
| �SEWER
PROPOSED SERVCE
-- 123'-8" G
(SEE NOTE '�u4\
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--,PROVIDE CL"N OUT
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35/8--003
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'ITO MY KNOWLEDGF AND BELIFF THIS PLAN IS SUBSTANTIALLY
OTE
oonpoRAnom STOP
CC BY I.P. TxncAo
WATER MAIN
cune BOX
MEDIUM AJRCH BASE
cuno STOP
coPpea SERVICE
THREAD NO DRAJN--\
*'-m~
DE PTH OF BURY
ruwRr ADAPTER
---�TO WATER www TO CUSTOMER
_ ^~
COPPER TUBING
TYPE "K0 \-FLAT STONE OR
MASONRY UNIT
`*5' BEND CITY WATER CUSTOMER LINE
I.P. THREAD SERVICE LINE TO WATER METER
WATER SERVICE CONNECTION DE I AL
NOT TO SCALE
o~ 8DDmwwOUS CONCRETE
1-1/2~ 2�b
/ 1-1/2�(M04.03-CU\S8 1)
UNDISTURBED TRENCH WIDTH ~ UNDISTURBED
EXIST. PAVEMENT EXIST. PAVEMENT
PROCESSED TRENCH
GRAVEL BASE
PROCESSED GRAVEL moTs
| TnswC* woon+ + 120--1 ALL VERTICAL EDGES or REMAINING
PAVEMENT SHALL BE PAINTED WITH A
LIGHT Co*J OF ASPHALT Emuus0m
PERMANENT PAVEMENT DETA&
NOT TO; sc.Ai'
PUBLIC ROAD
4" MINIMUM (2" STONE CONFORMING
TO D.O.T. FORM 814, 19C8
ARTICAL M.12.03-4)
FILTER FABRIC
ANTI- TRACKING PAD
NOT TO SCALE
8mCKnu- oc COMPACT
EXCAVATED FILL.
ALONG HAY BALE
FLOW —
WEDGE |0osE HAY _
@cnwEEw 8mes
(2)-2~x2~x3' STAKES
OR REBAR PER BALE
Fx-CA-mTF rmEwrw u~ AND
uwCc
FILL up-8uOpc OF rREmcm
EXIST'ING GRADE
PLACE H^y8NLE AND STAKE
Hnsr STAKE AT ANGLE TOWARDS
pnev0us LAID BALE.
STAKES ARE 18^ w|w. INTO GnouwD
EMBED HAYB^LE 4~
MIN. INTO SOIL
ELEVATION
HAY BALE BARRFER DETAL
NOT TO SCALE
NOTES:
1. THIS SURVEY AN�D 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 CONNE{TlCUT" AS ENDORSED BY THE CONNECDCUT ASS0��T0N
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 DES/GN CROUP
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 9V!TH THE
REQUIREMENTS OF THE MONTViLLE WATER POLLUTION CONTROL AUTH()R|TY,
5. FINAL UNDERGROUND UTILITY SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LOCAL UT|UTY COMPANY.
8. PROPOSED RESIDENCE TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA = B1.232 +/- S.F.
SUBDIVISION PLAN ALLISON'S WAY SUBDIVISION , PREPARBO FOR RTT DEVELOPMENT, INC.,
CHAPEL HILL ROAD &c FORSYTH ROAD, M0NTV|LLE, CT" REVISIONS: 06/02y2003.
- - - - -- -5gO- -- -
S.F.
';_____.`_____x____
����
-" ., -
B0S[ CONTOUR
PER REFERENCE MAP
PROPOSED CONTOUR
MORE OR LESS
SQUARE FEET
PROPOSED SEWER
PROPOSED ELECTRIC, TELEPHONE, CABLE
PROPOSED WATER
PROPOSED FOOTING DRAIN
C LA Engineers, Inc.
CIVII, STRUCTURAL - SURVEYING
317 Main Street Norwich, Connecticut
(860) 886-1966 ]Fax (860) 886-9165
[No. Date Revision e-mail: ClAengroOsLol.com
Project No.
RTT DEVELOPMENT, INC. LOT 35/8-004 CU -31(%
Pr0j. Engineer
ALLISONS WAY SUBDIVISION J.F.M.
#480 CHAPP H ROAD Date;
MONTVILLE, CT Sheet No.
SITE PLAN 1
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'
/
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`
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\
\
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\
\
`
'ITO MY KNOWLEDGF AND BELIFF THIS PLAN IS SUBSTANTIALLY
OTE
oonpoRAnom STOP
CC BY I.P. TxncAo
WATER MAIN
cune BOX
MEDIUM AJRCH BASE
cuno STOP
coPpea SERVICE
THREAD NO DRAJN--\
*'-m~
DE PTH OF BURY
ruwRr ADAPTER
---�TO WATER www TO CUSTOMER
_ ^~
COPPER TUBING
TYPE "K0 \-FLAT STONE OR
MASONRY UNIT
`*5' BEND CITY WATER CUSTOMER LINE
I.P. THREAD SERVICE LINE TO WATER METER
WATER SERVICE CONNECTION DE I AL
NOT TO SCALE
o~ 8DDmwwOUS CONCRETE
1-1/2~ 2�b
/ 1-1/2�(M04.03-CU\S8 1)
UNDISTURBED TRENCH WIDTH ~ UNDISTURBED
EXIST. PAVEMENT EXIST. PAVEMENT
PROCESSED TRENCH
GRAVEL BASE
PROCESSED GRAVEL moTs
| TnswC* woon+ + 120--1 ALL VERTICAL EDGES or REMAINING
PAVEMENT SHALL BE PAINTED WITH A
LIGHT Co*J OF ASPHALT Emuus0m
PERMANENT PAVEMENT DETA&
NOT TO; sc.Ai'
PUBLIC ROAD
4" MINIMUM (2" STONE CONFORMING
TO D.O.T. FORM 814, 19C8
ARTICAL M.12.03-4)
FILTER FABRIC
ANTI- TRACKING PAD
NOT TO SCALE
8mCKnu- oc COMPACT
EXCAVATED FILL.
ALONG HAY BALE
FLOW —
WEDGE |0osE HAY _
@cnwEEw 8mes
(2)-2~x2~x3' STAKES
OR REBAR PER BALE
Fx-CA-mTF rmEwrw u~ AND
uwCc
FILL up-8uOpc OF rREmcm
EXIST'ING GRADE
PLACE H^y8NLE AND STAKE
Hnsr STAKE AT ANGLE TOWARDS
pnev0us LAID BALE.
STAKES ARE 18^ w|w. INTO GnouwD
EMBED HAYB^LE 4~
MIN. INTO SOIL
ELEVATION
HAY BALE BARRFER DETAL
NOT TO SCALE
NOTES:
1. THIS SURVEY AN�D 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 CONNE{TlCUT" AS ENDORSED BY THE CONNECDCUT ASS0��T0N
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 DES/GN CROUP
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 9V!TH THE
REQUIREMENTS OF THE MONTViLLE WATER POLLUTION CONTROL AUTH()R|TY,
5. FINAL UNDERGROUND UTILITY SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LOCAL UT|UTY COMPANY.
8. PROPOSED RESIDENCE TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA = B1.232 +/- S.F.
SUBDIVISION PLAN ALLISON'S WAY SUBDIVISION , PREPARBO FOR RTT DEVELOPMENT, INC.,
CHAPEL HILL ROAD &c FORSYTH ROAD, M0NTV|LLE, CT" REVISIONS: 06/02y2003.
- - - - -- -5gO- -- -
S.F.
';_____.`_____x____
����
-" ., -
B0S[ CONTOUR
PER REFERENCE MAP
PROPOSED CONTOUR
MORE OR LESS
SQUARE FEET
PROPOSED SEWER
PROPOSED ELECTRIC, TELEPHONE, CABLE
PROPOSED WATER
PROPOSED FOOTING DRAIN
C LA Engineers, Inc.
CIVII, STRUCTURAL - SURVEYING
317 Main Street Norwich, Connecticut
(860) 886-1966 ]Fax (860) 886-9165
[No. Date Revision e-mail: ClAengroOsLol.com
Project No.
RTT DEVELOPMENT, INC. LOT 35/8-004 CU -31(%
Pr0j. Engineer
ALLISONS WAY SUBDIVISION J.F.M.
#480 CHAPP H ROAD Date;
MONTVILLE, CT Sheet No.
SITE PLAN 1