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ja it rt rs
L. L. Co
LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH
COMMERCIAL & RESIDENTIAL DEVELOPMENT
P.O. BOX 184
179 PACHAUG RIVER DRIVE
GRISWOLD, CONNECTICUT 06351
TELEPHONE (860) 376-2006
FAX (860) 376-5899
0 2007 BOUNDARIES LLC
THIS DRAWING 1S THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
s
r,
379.1 ✓ / 1.3f�
+3
GRADE �r-i-37so
78 5
( IN FEET )
1 inch 10 ft.
ALL DISTURBED AREAS EXCEPT FOR
EXISTING DRIVEWAY SHALL BE COVERED
WITH 4" (MINIMUM) OF TOPSOIL,
SEEDED WITH GRASS AND MULCHED
MATCH EXISTING WIDTH
(VARIES 19' TO 23'f)
CROWN PAVEMENT
3/8" CROSS SLOPE
3" BITUMINOUS CONCRETE
1 ,� '" SURFACE COURSE - CLASS 2
1 ,�" BINDER COURSE - CLASS 1 6" PROCESSED GRAVEL BASE
12" MINIMUM COMPACTED
ROLLED GRAVEL SUBBASE
-EY,VCHH.TL.0 ROAD cR0SS-SEC9-T0JV
NOT TO SCALE
NOTES:
I . CALL BEFORE YOU DIG. 1-800-922-4455
2. CONTRACTOR IS TO OBTAIN A PERMIT FOR WORK WITHIN THE TOWN RIGHT OF
WAY PRIOR TO THE START OF CONSTRUCTION.
3. ALL WORK AND MATERIALS TO CONFORM TO THE TOWN OF MONTVILLE ROAD
STANDARDS AND SPECIFICATIONS.
4. DRIVEWAY TO BE IMPROVED SHALL BE OVERLAYED WITH BITUMINOUS PAVEMENT.
SURTE W011S
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 2O-30OB-20 OF
THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS' AND MAPS IN THE STATE
OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF L IND SURVEYORS, INC. ON
SEPTEMBER 26, 1996. IT IS A 'TOPOGRAPHIC SURVEY" WHICH CONFORMS TO T0,'OGRAPHIC CLASS T-2
ACCURACY STANDARDS.
IT IS INTENDED TO BE UTILIZED FOR CONSTRUCTION OF DRAINAGE IMPROVEMENTS TO AN EXISTING ROADWAY.
2. TOPOGRAPHY WAS DERIVED FROM ACTUAL FIELD SURVEY PERFORMED ON DECEMBER 21, 2006.
3. LOCATION OF PROPERTY LINES AND NORTH ORIENTATION ARE DERIVED FROM REFERENCE MAP 4A.
RETERENCE --MAP
A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICU PREPARED FOR STONEHENGE
PILLARS, LLC, JUNE 2005, REVISED TO: JANUARY 18, 2006, SHEETS 1 THROUGh 16, " PREPARED BY CLA
ENGINEERS, INC.
LOCATION MAP
SALE: ,•_, 000•
T-TCj
�g`y M AP
- »A ,�----�'� SCALE. ) " = 40'
SE_ ENLARGEMENT
GRAPHIC SCALE
4') 0 20 40 80 160
( IN FEET }
1 inch = 40 ft.
PROPOSED ROAD -TA1 PR -
_LYWCHH.T.L-E ROAD
oTEMEJV�s
poi R_qPHIC S
PREPARED FOR
S70 TO MY KNOW WGE
LE ��DG,E' AN B �EL F T 1 S P IS SUBSTANTIALLY L CORRECT ASN ED O
�`
LYNCH HILL ROAD
MONTVILLE
CONNECTICUTiAli
70016
J HN UIIAULIS—
E JR. L. S. L10EN_ -
sE NO. DATE y ,. SCALE. AS NOTED JULY 2007 JOB 1. D. N0. 06-1450
UTILITY POLE
f
MORE OR LESS
+
d -r -r -T
f C. L
REC.
RECOVERED
PVMT
PAVEMENT
TYP.
TYPICAL
ELEV.
ELEVATION
W/
WITH
1P
IRON PIPE
MON.
MONUMENT
---120----
EXISTING CONTOUR
PROPOSED CONTOUR
.379.82 x
PROPOSED SPOT GRADE
379.39+
EXISTING SPOT GRADE
ja it rt rs
L. L. Co
LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH
COMMERCIAL & RESIDENTIAL DEVELOPMENT
P.O. BOX 184
179 PACHAUG RIVER DRIVE
GRISWOLD, CONNECTICUT 06351
TELEPHONE (860) 376-2006
FAX (860) 376-5899
0 2007 BOUNDARIES LLC
THIS DRAWING 1S THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
s
r,
379.1 ✓ / 1.3f�
+3
GRADE �r-i-37so
78 5
( IN FEET )
1 inch 10 ft.
ALL DISTURBED AREAS EXCEPT FOR
EXISTING DRIVEWAY SHALL BE COVERED
WITH 4" (MINIMUM) OF TOPSOIL,
SEEDED WITH GRASS AND MULCHED
MATCH EXISTING WIDTH
(VARIES 19' TO 23'f)
CROWN PAVEMENT
3/8" CROSS SLOPE
3" BITUMINOUS CONCRETE
1 ,� '" SURFACE COURSE - CLASS 2
1 ,�" BINDER COURSE - CLASS 1 6" PROCESSED GRAVEL BASE
12" MINIMUM COMPACTED
ROLLED GRAVEL SUBBASE
-EY,VCHH.TL.0 ROAD cR0SS-SEC9-T0JV
NOT TO SCALE
NOTES:
I . CALL BEFORE YOU DIG. 1-800-922-4455
2. CONTRACTOR IS TO OBTAIN A PERMIT FOR WORK WITHIN THE TOWN RIGHT OF
WAY PRIOR TO THE START OF CONSTRUCTION.
3. ALL WORK AND MATERIALS TO CONFORM TO THE TOWN OF MONTVILLE ROAD
STANDARDS AND SPECIFICATIONS.
4. DRIVEWAY TO BE IMPROVED SHALL BE OVERLAYED WITH BITUMINOUS PAVEMENT.
SURTE W011S
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 2O-30OB-20 OF
THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS' AND MAPS IN THE STATE
OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF L IND SURVEYORS, INC. ON
SEPTEMBER 26, 1996. IT IS A 'TOPOGRAPHIC SURVEY" WHICH CONFORMS TO T0,'OGRAPHIC CLASS T-2
ACCURACY STANDARDS.
IT IS INTENDED TO BE UTILIZED FOR CONSTRUCTION OF DRAINAGE IMPROVEMENTS TO AN EXISTING ROADWAY.
2. TOPOGRAPHY WAS DERIVED FROM ACTUAL FIELD SURVEY PERFORMED ON DECEMBER 21, 2006.
3. LOCATION OF PROPERTY LINES AND NORTH ORIENTATION ARE DERIVED FROM REFERENCE MAP 4A.
RETERENCE --MAP
A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICU PREPARED FOR STONEHENGE
PILLARS, LLC, JUNE 2005, REVISED TO: JANUARY 18, 2006, SHEETS 1 THROUGh 16, " PREPARED BY CLA
ENGINEERS, INC.
LOCATION MAP
SALE: ,•_, 000•
T-TCj
�g`y M AP
- »A ,�----�'� SCALE. ) " = 40'
SE_ ENLARGEMENT
GRAPHIC SCALE
4') 0 20 40 80 160
( IN FEET }
1 inch = 40 ft.
PROPOSED ROAD -TA1 PR -
_LYWCHH.T.L-E ROAD
oTEMEJV�s
poi R_qPHIC S
PREPARED FOR
S70 TO MY KNOW WGE
LE ��DG,E' AN B �EL F T 1 S P IS SUBSTANTIALLY L CORRECT ASN ED O
�`
LYNCH HILL ROAD
MONTVILLE
CONNECTICUTiAli
70016
J HN UIIAULIS—
E JR. L. S. L10EN_ -
sE NO. DATE y ,. SCALE. AS NOTED JULY 2007 JOB 1. D. N0. 06-1450