HomeMy WebLinkAboutSite Plan•
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET)
1 inch = 100 ft. ko
N /F ® °j
__RT FLORIO LEGEND
I Cl. b
w
EXISTING PROPOSED
® PROPERTY/STREET LINE �J
EASEMENT LINE
El-- D STORM SEWER, CATCH BASIN k;
S SANITARY SEWER
>__� UTILITY POLE/GUY
® O IP/I.PIN ® IRON PIPE/PIN ka
0 D. H. DRILL HOLE
0 MON. CONCRETE MONUMENT �j
X WIRE FENCE
00000000 STONE WALL M
163 STREAM
INLAND WETLANDS /FLAG NO.
INLAND WETLANDS BUFFER
TREE WITH WIRE "+M
NOTES:
1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF
CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND
'y THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
��J SEPTEMBER 26, 1996. IT IS A SUBDIVISION MAP CONFORMING TO HORIZONTAL
ACCURACY CLASS A-2. BOUNDARY DETERMINATION OPINION ON PERIMETER PROPERTY
LINES IS BASED ON A DEPENDENT RESURVEY. PROPOSED LOT LINES CONSTITUTE AN
ORIGINAL SURVEY. THIS SURVEY AND MAP ARE INTENDED TO DEPICT THE LOCATION
OF EXISTING PROPERTY LINES, PROPOSED LOT LINES, LINES OF OCCUPATION,
EASEMENTS AND ENCROACHMENTS. z ri
2. BOUNDARY DETERMINATION/OPINION IS BASED ON A RESURVEY OF PORTIONS ® o
OF THE FOLLOWING MAPS ENTITLED: w %
U-_
A. "PLAN OF PROPERTY OF ABRAHAM M. CHERNOW, MONTVILLE, J a _j
CONNECTICUT", BY CHANDLER & PALMER, ENGINEERS, SCALE: 1"=200' m o
AND DATED MARCH 31, 1971. z
B. "PLAN MADE FOR GRACE H. LAKENBACH, OLD COLCHESTER ROAD, z 0
MONTVILLE, CONNECTICUT", BY CHANDLER, PALMER & KING, SCALE: ¢ Q
1"=100' AND DATED SEPT. 24, 1975.
C. "PROPERTY SURVEY, PREPARED FOR DORA RYTMAN, OLD COLCHESTER
ROAD, MONTVILLE, CONN.", BY TOWNE ENGINEERING INC., SCALE: Of
1 "=100', DATED 6/80 AND REVISED 9/15/80, 00
D. "DOMBROWSKI SUBDIVISION II, PREPARED FOR STANLEY z
r
DOMBROWSKI, OLD COLCHESTER RD., MONTVILLE, CONN.", BY JOHN Y
KOPKO JR. & ASSOCIATES, SCALE: 1"=100', DATED DEC., 1984 AND w
REVISED 3/25/85. t z z
E. "FINAL SUBDIVISION PLAN, ROBIN HILL ESTATES, BLACK ASH 0 z
SWAMP ROAD, OAKDALE, CONNECTICUT, PREPARED FOR OWNER/DEVELOPERV) m
DIOUNDA & ALEJO ORTEGA", BY JOHN KOPKO JR. & ASSOCIATES, INC., w D -i
SCALE: 1"=100' AND DATED JAN. 90. (SHEETS 8 - 11) M
F. "FINAL SUBDIVISION PLAN, ROBIN HILL ESTATES, BLACK ASH w
SWAMP ROAD, OAKDALE, CONNECTICUT, PREPARED FOR OWNER/DEVELOPER ~ Q =
DIOLINDA & ALEJO ORTEGA", BY JOHN KOPKO JR. & ASSOCIATES, INC., ® g
SCALE: 1"=100' AND DATED FEB. 1990.
G. "RE -SUBDIVISION OF LAND OF STANLEY DOMBROWSKI JR., BOUNDARY
PLAN, OLD COLDHESTER ROAD, MONTVILLE, CT", BY BRIAN E. SITTY,
SCALE: 1"=100', DATED SEPTEMBER, 1995 AND REVISED LAST 11/2/95.
H. "SUBDIVISION PLAN, LAND OF MISSIONARY SOCIETY OF CONNECTICUT,
#1104 OLD COLCHESTER ROAD, OAKDALE, CT", BY BRIAN F. SITTY, In
SCALE 1"=40', DATED NOVEMBER, 1997 AND REVISED LAST 12/15/97. g w :3
I. "RESUBDIVISION OF LOT No. 3H OR 3-8, ROBIN HILL ESTATES, W a
BLACK ASH SWAMP ROAD, OAKDALE, CONNECTICUT, PREPARED FOR j
OWNER/DEVELOPER DIOUNDA & ALEJO ORTEGA", BY JOHN KOPKO JR. & o m o
ASSOCIATES, SCALE: 1"=100' AND DATED SEPT. 1997. (SHEETS 4 & 6) Q
J. " LAND TO BE PURCHASED FROM RAYMOND AND CAROLINE MAZURKIEWICZ, �' m
MONTVILLE, CONN.", BY THE HARTFORD ELECTRIC LIGHT COMPANY, N
SCLAE: 1 "=100' AND DATED 10/17/66. o o
K. "LAND TO BE PURCHASED FROM HUGO AND AGNES ZIMMER, MONTVILLE, W > o
CONN.", BY THE HARTFORD ELECTRIC LIGHT CO., SCALE: 1"=100', AND = N W
DATED 10/17/66.
"LAND LAND TO BE PURCHASED FROM ISAAC LIFSCHUTZ, MONTVILLE, CONN.",
BY THE HARTFORD ELECTRIC LIGHT COMPANY, SCALE: 1"=100' AND
DATED OCT. 27, 1966.
M. "PLAN SHOWING LAND OWNED BY MARY MARTHA UNGEHEUER, MONTVILLE,
CONNECTICUT", BY JOSEPH GERNHARD JR., SCALE: 1"=100' AND DATED
NOVEMBER, 1966.
N. "VILLAGE HILL ROAD JCT. - HUNTS BROOK JCT. 345KV LINE, PLAN &
PROFILE", BY NORTHEAST UTILITIES SERVICE CO., SCALE: 1"=200',
DATED 7/12/68 AND REVISED LAST 4/15/88. (SHEETS 16 & 17)
0. "MAP SHOWING LAND TO BE ACQUIRED BY ROWE OF NEW LONDON, INC.,
OLD COLCHESTER ROAD & WILLIAMS STREET", BY FOLEY & LEONARD,
SCALE: 1"=80', DATED AUGUST, 1973 AND REVISED LAST JANUARY,
1974.
P. "SCARBOROUGH ESTATES, SECTION 1, FINAL SUBDIVISION, PROPERTY OF
ROWE OF NEW LONDON, INC., WILLIAMS ROAD & OLD COLCHESTER ROAD,
MONTVILLE, CONN.", BY FREDERICK M. HAYES ASSOCIATES, INC.,
P.C., SCALE 1"-=40' AND DATED OCT. 16, 1974. (SHEETS 2 & 3)
Q. "PLAN MADE FOR S N M ASSOCIATES, OXOBOXO BROOK ROAD & WILLIAMS
ROAD, MONTVILLE, CONNECTICUT", BY CHANDLER, PALMER & KING,
SCALE: 1 "=100', DATED DEC. 13, 1979 AND REVISED LAST MAY 5,
1980.
R. "MILLSTONE - MANCHESTER 345kV LINE, PLAN & PROFILE", BY [�
NORTHEAST UTILITIES SERVICE CO., SCALE: 1"=200', DATED 1/17/83
AND REVISED LAST 2/19/86. (SHEETS 12& 13)
S. "SUBDIVISION PLAN, PROPERTY OF GRACE H. LAKENBACH, PREPARED FOR
PAUL LAKENBACH, OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT",
BY CHANDLER, PALMER & KING, SCALE: 1"=40', DATED MAY 2, 1994Pq
AND REVISED LAST 9/19/94.rte,
3. BEARING AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT
COORDINATE SYSTM, NAD 83, HOLDING CGS MON. #4875 AND "MAYNARD".
#4875 N723206.859 "MAYNARD" N729085.117
El 142281.573 El 139334.313
4. INLAND WETLAND LIMITS SHOWN HEREON WERE DELINEATED BY RICHARD SNARSKI, o�
SOIL SCIENTIST AND LOCATED IN THE FIELD BY BENNETT & SMILAS ENGINEERING,
INC. IN APRIL, 1998.
5. PROPERTY SHOWN HEREON INCLUDES LAND NOW OR FORMERLY OF ALEJO R &
DIOLINDA T. ORTEGA, LAND NOW OR FORMERLY OF HARTEN'S POND LLC. AND
LAND NOW OR FORMERLY OF THE MISSIONARY SOCIETY OF CONNECTICUT.
6. CLEAR CUTTING OF LOTS IS NOT PERMITTED. INDIVIDUAL PLOT PLANS SHOWING
PROPOSED LOT IMPROVEMENTS AND LIMITS OF TREE CUTTING ARE TO BE SUBMITTED
TO THE TOWN OF MONTVILLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
7. SIGNS SHOULD BE PLACED AT THE LIMITS OF THE UPLAND REVIEW AREA. CONTRACTOR
SHALL COORDINATE WITH THE WETLANDS ENFORCEMENT OFFICER.
V.1 6
DA TE:
SEPT. 17, 2004
6 11/1/05 MISC. REVISIONS JDM SCALE.
5 9/22/05 MISC. REVISIONS RHR 1 = 100'
4 11/15/00 CERTIFICATION ADDED M.L.E. SHEET:
3 11/14/00 R.O.W. TO TOWN ADDED M.J.B. 1 OF 2
2 6/8/00 MISC. REVISIONS D.A.A. I
1 4/26/00 MISC. REVISIONS M.L.E. DWG. NO.:
NO. DATE DESCRIPTION BY 1 1
3
a�
I
N
L
Q
O
i
a.
d
N
L
O
I
N
D
THE FOLLOWING UNITS REQUIRE A FOUNDATION DRAIN SUMP
PUMP TO BE INSTALLED TO PREVENT EXTENDING THE
FOUNDATION DRAIN OUTLET PIPE INTO THE WETLANDS
REGULATED AREA.
INSTALLING A FOUNDATION DRAIN OUTLET PIPE INTO A
WETLANDS REGULATED AREA REQUIRES REVIEW AND APPROVAL
BY THE WETLANDS AGENCY.
UNITS: 15®16 18---25
16-17 19®26
16--18 19®-27
18--23
18-m24
LO
0
0
0
i
l �
l
t
00
� � t
\\\ CST \\ \ \ \ t \
GRAPHIC SCALE `` r-11
20 40 80 iso
\ j1 12
( IN FEET)
1 inch = 40 ft. ,
SEE COVER FOR NOTES AND LEGEND e `
All
r t
+ / ,
I
,.tl►, 'I r
��� :•:2.9:6::�:':•'�'�''�':::.. � f
O
9 .: 295 \•.`. � �I�L �►II, t //
\ t /
, /
— t......
..... .......
........ .
.............. .. ..:...
\ ` -
:: :':.'
. J:..: 1 1
- - - - -
..:........... ......
T _
....................
..........
.............
- -
- \ ............�... :....:..:..:.:. .
:::.:::-::::::::::::::::::::.:..:.::.::::::..:::.:':..:.:.:::.:.......:.... 1.4.3....
..................................
.........
..............
_......
....................... 2�
...........
_ - - •.'.133..:::•:• ��:�:�:�:•:•:'::... �
.. .......alf.
WETLAND CROSSING DETAIL
SCALE: 1"=40' H
1"=4' V
...............................- -
ti - -
tli. L _
alr, - - - _................,.t..l..r.,.................
_ - - - - - - -
- -
-
A
......:: ---------S?�
................
------ .. 27• -- - _ __ ____
a
..
-__-
. .
fc.. ..........
-°rs ,►Ir, FW Ti P
SEE WETLAND, CROSSING
DETAIL- THIS SHEET I
i
MATCHLINE DWG. NO. 6
f
90 EX. PUMP �
STATION
00
EX. BCL PS
�EX-AGUIDE-RAIL------- 490--------------------
- -----
--------- 486----------------
----------
EX
482---------------
T.F.=490.43
INV.=482.48 (IN)
INV.=482.43 (OUT)
-
--
- " - X36-•.�•• ,
:.:.
:.: - - r— --- _
..... 1:32 .::...:.::.:::x_ _...............:..........:::::.::::::.:::::. '.. ' ............
.�Ir, 1.30 .::.:::::::..:.': �:g..:..:::...
1:y _:::::':::::::::::::':::T:-''�' -
..... _ -
::-'
8
%.' ............
, ~ . • ,tll,
FW8 -FW9
alf,
GUIDERAIL
SHOP DRAWINGS FOR ALL RETAINING
WALLS SHALL BE PROVIDED TO THE
TOWN FOR APPROVAL PRIOR TO
CONSTRUCTION ,'►1, e
r �
.1 I,
............................ .............
....................................................
........................................................
....::...........:..:::.'.'..'.:....::::::.......... . 228::-:-:.�:-.� : -::.::::: ::::
:.............. ...
..............
- �--_...........................................229 .................. .......
2 2 -231 _ •::�•'.•�•:::-•- T•:::_... �--- _��.. •:
EROSION & SEDIMENTATION CONTROL CERTIFICATION:
CERTIFIED BY THE MONTVILLE PLANNING AND
ZONING COMMISSION.
CHAIRMAN/SECRETARY DATE
W
� O
34'
v;
O X Z
W � W
G.
4
2/13/05
TOWN
REVIEW COMMENTS
JDM
3
30
TOWN
REVIEW COMMENTS
JDM
2
11/l/05
TOWN
REVIEW COMMENTS
JDM
1
Q
O
TOWN
GI�IDEAIL
SEE DETAILS
RHR
NO.
DATE
F
DESCRIPTION
BY
-F
„ DII.P.
R �FAI
ALL
I�
_ T N
0" CM
WETLAND CROSSING DETAIL
SCALE: 1"=40' H
1"=4' V
...............................- -
ti - -
tli. L _
alr, - - - _................,.t..l..r.,.................
_ - - - - - - -
- -
-
A
......:: ---------S?�
................
------ .. 27• -- - _ __ ____
a
..
-__-
. .
fc.. ..........
-°rs ,►Ir, FW Ti P
SEE WETLAND, CROSSING
DETAIL- THIS SHEET I
i
MATCHLINE DWG. NO. 6
f
90 EX. PUMP �
STATION
00
EX. BCL PS
�EX-AGUIDE-RAIL------- 490--------------------
- -----
--------- 486----------------
----------
EX
482---------------
T.F.=490.43
INV.=482.48 (IN)
INV.=482.43 (OUT)
-
--
- " - X36-•.�•• ,
:.:.
:.: - - r— --- _
..... 1:32 .::...:.::.:::x_ _...............:..........:::::.::::::.:::::. '.. ' ............
.�Ir, 1.30 .::.:::::::..:.': �:g..:..:::...
1:y _:::::':::::::::::::':::T:-''�' -
..... _ -
::-'
8
%.' ............
, ~ . • ,tll,
FW8 -FW9
alf,
GUIDERAIL
SHOP DRAWINGS FOR ALL RETAINING
WALLS SHALL BE PROVIDED TO THE
TOWN FOR APPROVAL PRIOR TO
CONSTRUCTION ,'►1, e
r �
.1 I,
............................ .............
....................................................
........................................................
....::...........:..:::.'.'..'.:....::::::.......... . 228::-:-:.�:-.� : -::.::::: ::::
:.............. ...
..............
- �--_...........................................229 .................. .......
2 2 -231 _ •::�•'.•�•:::-•- T•:::_... �--- _��.. •:
EROSION & SEDIMENTATION CONTROL CERTIFICATION:
CERTIFIED BY THE MONTVILLE PLANNING AND
ZONING COMMISSION.
CHAIRMAN/SECRETARY DATE
SCALE:
1 " = 40'
SHEET.-
OF 6
DWG. NO.:
61
W
� O
1P'
v;
O X Z
W � W
G.
4
2/13/05
TOWN
REVIEW COMMENTS
JDM
3
12/6/05
TOWN
REVIEW COMMENTS
JDM
2
11/l/05
TOWN
REVIEW COMMENTS
JDM
1
9/28/05
TOWN
REVIEW COMMENTS
RHR
NO.
DATE
F
DESCRIPTION
BY
SCALE:
1 " = 40'
SHEET.-
OF 6
DWG. NO.:
61
W
� O
1P'
v;
O X Z
W � W
G.
SCALE:
1 " = 40'
SHEET.-
OF 6
DWG. NO.:
61
_ �
0
I
0
a
c
c
a
3
6i
0
1
CD
0
c
3
C
I
L
c
N
I
CD
0
C
Z
I'r
L
�_
C
0
3
d-
I
c�
0
Q
ori
I
CD
0
Q
I
CD
0
- - cfl m 112" 2'-8 %" 12" ®� I ® 8" 2'-6%" 8'-� 24"x24" HEAVY DUTY
8" 4'-0" 8" 8" S-0" 8" FRAME & GRATE
50_4" 43_4" TYPE ,#C—G„
SEE DETAIL DWG. 19
SECTION A- A SECTION B- B 1 1/2- BIT. CONC. 1 EDGE PAVEMENT
SURFACE COURSE
PRECAST CONCRETE CATCH BASIN
PRECAST CONCRETE CATCH BASIN TOPS 1 1/2" BIT. CONC.
�� �� '� NOT TO SCALE BASE COURSE
TYPE C & C — G
6" PROCESSED
NOT TO SCALE GRAVEL BASE
SAWCUT EXISTING 11 1/2" BITUMINOUS CONCRETE
PAVEMENT (BOTH SURFACE COURSE (CLASS 1) 12" MIN.
SIDES TYPICAL) COMPACTED
EXISTING PAVEMENT 1 GRAVEL SUBBASE -` =
1
BITUMINUOUS
12" COMPACTED CONCRETE
TRENCH WIDTH PROCESSED 311 LIP CURB
GRAVEL BASE SAWCUT NEAT EDGE AND N w
R=2" APPLY LIGHT COAT OF
ASPHALT EMULSION PRIOR
O
TEMPORARY TRENCH REPAIR DETAIL ry (BOTH SIDESTTYPICAL)ATION
6
NOT TO SCALE
1 1/2" BIT. CONC. 8 3" BITUMINOUS CONCRETE w z
SURFACE COURSE 1 SURFACE COURSE CLASS 1, Fr v
1 1 2" BIT. CONC. TWO COURSES OR MATCH u -
SOLID COVER 30" DIA. / EXISTING, WHICHEVER IS GREATER
BOLT DOWN COVERS IN ALL ROAD LOCATIONS. BASE COURSE
USE FIRE HARDENED BRICK FOR THE BENCH. TRENCH WIDTH + 24"
T.F. TO FIRST STEP SHALL BE LESS THAN 22". 6" PROCESSED EXISTING
GRAVEL BASE PAVEMENT
BRICK BENCH ¢ zo
m
0.8D 12" MIN. w V)
COMPACTED 10" COMPACTED
\7\GRAVEL SUBBASE TRENCH WIDTH PROCESSED
GRAVEL BASE _ __
" = --
3 24 3 :::,.... MSN.
X•
PERMANENT TRENCH REPAIR DETAIL
5 M
P
NOT TO SCALE 30"
PAVEMENT CURB DETAIL " TRENCH INTERRUPTER
/ IMPERVIOUS BACKFILL
a ° YARD DRAIN D 12 WATER
a a NOT TO SCALE ETAI L MATERIAL (TYP.}
SECTION A®A NOT TO SCALE
TRENCH INTERRUPTER DETAIL
NOT TO SCALE IRI C 4
STANDARD M.H. FRAME
old
PAVEMENT WHERE SHOWN OR FINISH GRADE
BRICK LEVELING COURSE PAVEMENT WHERE SHOWN OR FINISH GRADE cj
SNOW SHELF (3' TYP.)
Z
�d
c�
PRECAST SWALE
ECCENTRIC CURB
CONE Z SUBBASE (IN PAVEMENT AREA) SUBBASE (IN PAVEMENT AREA)
PAVEMENT
oCOMPACTED SUITABLE 6„ o a n oaa�� �' LOAM AND SEED
_ COMPACTED SUITABLE d - a A DISTURBED AREASq Q
M = BACKFILL MATERIAL BACKFILL MATERIAL � 'I
STANDARD x �� A � �v� a
MANHOLE STEP 2'-0" MIN. COVER 4'-6" MIN. \ `� �� �� `� 1/2" BROKEN STONE �j
FOR STORM DRAINAGE COVER
�� q OR SCREENED GRAVEL ate•
DETECTABLE WARNING TAPE CO FILTER FABRIC ( Qn
CONTINUOUS A_ONG
CONTINUOUS ALONG SEWER MAIN ''� : ;'`t. 4': AINloom
: .. ;,:` ";;' �a UNDERDR �D
KENT SEAL N0.2 Z 2'-3" MIN. COVER FOR 9" ::ti,. t :: '.,r;: Y ," an
WELL COMPACTED SAND OR FINE v
FLEXIBLE JOINT Z _w o SANITARY LATERALS r;� , ;','� '•` _ GRAVEL CONTAINING NO STONES
6" TYP. SEALANT o E P FILTER FABRIC ENVELOPE LARGER THAN 1 DIA. v
E= a W CONTINUOUS ALONG SEWER MAIN
0- U > V) 3 NOTE: INSTALL UNDERDRAINS WHERE FIELD
fes- � = d 12" MIN. FILTER FABRIC CONTINUOUS CONDITIONS WARRANT.
ALONG WATER MAIN
N w w %-'
STORM DRAINAGE
48" � _ COMPACTED SUITABLE NATIVE D 3/4" COMPACTED CRUSHED \
FLEXIBLE SLEEVE 12 D 12" BACKFILL MATERIAL STONE BACKFILL AND BEDDING
WITH STAINLESS TYP. BOTTOM
'
6" PERF. HDPE A STEEL STRAP (BOOT} w OF TRENCH 6" M1N.Gj
�-- PIPE: WATERMAIN �-
FLOW FLOW uj V)> D/4 - STORM TO BE HDPE OVER EARTH
a t- - SANITARY TO BE PVC SDR35
M COMPACTED FINE" COMPACTED FINE " \ D
ATE:
w BEDDING UNDER 12" D + 24 FOR SANITARY: 6 OF 3/4 CRUSHED STONE BEDDING UNDER 12 D + 24 v �
BEDDING TO HAUNCH. SAND FROM HAUNCH TO PIPE W LEDGE ONLY p SEPT. 28, 2005
a 6" MIN. PIPE IN LEDGE ONLY 12" ABOVE THE PIPE. PLACE DETECTABLE \ �n `� �� ob
WARNING TAPE ABOVE THE SAND. LINE TRENCH --_-q a Q n b N SCALE:
WITH FILTER FABRIC. a� d Gno AS SHOWN
A
UNDERDRAIN DETAIL
NOT TO SCALE SHEET NO.:
18"
STANDARD PRECAST SANITARY SEWER MANHOLE TYPICAL TRENCH DETAIL TYPICAL WATERMAIN TRENCH ,-�-- 1 OF 2
NOT TO SCALE NOT TO SCALE NOT TO SCALE DWG. NO.:
18
1
a
6" BASE
:e
GRAVEL BASE _ __
" = --
3 24 3 :::,.... MSN.
X•
PERMANENT TRENCH REPAIR DETAIL
5 M
P
NOT TO SCALE 30"
PAVEMENT CURB DETAIL " TRENCH INTERRUPTER
/ IMPERVIOUS BACKFILL
a ° YARD DRAIN D 12 WATER
a a NOT TO SCALE ETAI L MATERIAL (TYP.}
SECTION A®A NOT TO SCALE
TRENCH INTERRUPTER DETAIL
NOT TO SCALE IRI C 4
STANDARD M.H. FRAME
old
PAVEMENT WHERE SHOWN OR FINISH GRADE
BRICK LEVELING COURSE PAVEMENT WHERE SHOWN OR FINISH GRADE cj
SNOW SHELF (3' TYP.)
Z
�d
c�
PRECAST SWALE
ECCENTRIC CURB
CONE Z SUBBASE (IN PAVEMENT AREA) SUBBASE (IN PAVEMENT AREA)
PAVEMENT
oCOMPACTED SUITABLE 6„ o a n oaa�� �' LOAM AND SEED
_ COMPACTED SUITABLE d - a A DISTURBED AREASq Q
M = BACKFILL MATERIAL BACKFILL MATERIAL � 'I
STANDARD x �� A � �v� a
MANHOLE STEP 2'-0" MIN. COVER 4'-6" MIN. \ `� �� �� `� 1/2" BROKEN STONE �j
FOR STORM DRAINAGE COVER
�� q OR SCREENED GRAVEL ate•
DETECTABLE WARNING TAPE CO FILTER FABRIC ( Qn
CONTINUOUS A_ONG
CONTINUOUS ALONG SEWER MAIN ''� : ;'`t. 4': AINloom
: .. ;,:` ";;' �a UNDERDR �D
KENT SEAL N0.2 Z 2'-3" MIN. COVER FOR 9" ::ti,. t :: '.,r;: Y ," an
WELL COMPACTED SAND OR FINE v
FLEXIBLE JOINT Z _w o SANITARY LATERALS r;� , ;','� '•` _ GRAVEL CONTAINING NO STONES
6" TYP. SEALANT o E P FILTER FABRIC ENVELOPE LARGER THAN 1 DIA. v
E= a W CONTINUOUS ALONG SEWER MAIN
0- U > V) 3 NOTE: INSTALL UNDERDRAINS WHERE FIELD
fes- � = d 12" MIN. FILTER FABRIC CONTINUOUS CONDITIONS WARRANT.
ALONG WATER MAIN
N w w %-'
STORM DRAINAGE
48" � _ COMPACTED SUITABLE NATIVE D 3/4" COMPACTED CRUSHED \
FLEXIBLE SLEEVE 12 D 12" BACKFILL MATERIAL STONE BACKFILL AND BEDDING
WITH STAINLESS TYP. BOTTOM
'
6" PERF. HDPE A STEEL STRAP (BOOT} w OF TRENCH 6" M1N.Gj
�-- PIPE: WATERMAIN �-
FLOW FLOW uj V)> D/4 - STORM TO BE HDPE OVER EARTH
a t- - SANITARY TO BE PVC SDR35
M COMPACTED FINE" COMPACTED FINE " \ D
ATE:
w BEDDING UNDER 12" D + 24 FOR SANITARY: 6 OF 3/4 CRUSHED STONE BEDDING UNDER 12 D + 24 v �
BEDDING TO HAUNCH. SAND FROM HAUNCH TO PIPE W LEDGE ONLY p SEPT. 28, 2005
a 6" MIN. PIPE IN LEDGE ONLY 12" ABOVE THE PIPE. PLACE DETECTABLE \ �n `� �� ob
WARNING TAPE ABOVE THE SAND. LINE TRENCH --_-q a Q n b N SCALE:
WITH FILTER FABRIC. a� d Gno AS SHOWN
A
UNDERDRAIN DETAIL
NOT TO SCALE SHEET NO.:
18"
STANDARD PRECAST SANITARY SEWER MANHOLE TYPICAL TRENCH DETAIL TYPICAL WATERMAIN TRENCH ,-�-- 1 OF 2
NOT TO SCALE NOT TO SCALE NOT TO SCALE DWG. NO.:
18
or
m
f2
F-
m
M
0
0
0
0
wWW�
WWww
w
I
v
o
®
o
M
�
\
N
N
\
r
r
r
1—LL
GRAVEL BASE _ __
" = --
3 24 3 :::,.... MSN.
X•
PERMANENT TRENCH REPAIR DETAIL
5 M
P
NOT TO SCALE 30"
PAVEMENT CURB DETAIL " TRENCH INTERRUPTER
/ IMPERVIOUS BACKFILL
a ° YARD DRAIN D 12 WATER
a a NOT TO SCALE ETAI L MATERIAL (TYP.}
SECTION A®A NOT TO SCALE
TRENCH INTERRUPTER DETAIL
NOT TO SCALE IRI C 4
STANDARD M.H. FRAME
old
PAVEMENT WHERE SHOWN OR FINISH GRADE
BRICK LEVELING COURSE PAVEMENT WHERE SHOWN OR FINISH GRADE cj
SNOW SHELF (3' TYP.)
Z
�d
c�
PRECAST SWALE
ECCENTRIC CURB
CONE Z SUBBASE (IN PAVEMENT AREA) SUBBASE (IN PAVEMENT AREA)
PAVEMENT
oCOMPACTED SUITABLE 6„ o a n oaa�� �' LOAM AND SEED
_ COMPACTED SUITABLE d - a A DISTURBED AREASq Q
M = BACKFILL MATERIAL BACKFILL MATERIAL � 'I
STANDARD x �� A � �v� a
MANHOLE STEP 2'-0" MIN. COVER 4'-6" MIN. \ `� �� �� `� 1/2" BROKEN STONE �j
FOR STORM DRAINAGE COVER
�� q OR SCREENED GRAVEL ate•
DETECTABLE WARNING TAPE CO FILTER FABRIC ( Qn
CONTINUOUS A_ONG
CONTINUOUS ALONG SEWER MAIN ''� : ;'`t. 4': AINloom
: .. ;,:` ";;' �a UNDERDR �D
KENT SEAL N0.2 Z 2'-3" MIN. COVER FOR 9" ::ti,. t :: '.,r;: Y ," an
WELL COMPACTED SAND OR FINE v
FLEXIBLE JOINT Z _w o SANITARY LATERALS r;� , ;','� '•` _ GRAVEL CONTAINING NO STONES
6" TYP. SEALANT o E P FILTER FABRIC ENVELOPE LARGER THAN 1 DIA. v
E= a W CONTINUOUS ALONG SEWER MAIN
0- U > V) 3 NOTE: INSTALL UNDERDRAINS WHERE FIELD
fes- � = d 12" MIN. FILTER FABRIC CONTINUOUS CONDITIONS WARRANT.
ALONG WATER MAIN
N w w %-'
STORM DRAINAGE
48" � _ COMPACTED SUITABLE NATIVE D 3/4" COMPACTED CRUSHED \
FLEXIBLE SLEEVE 12 D 12" BACKFILL MATERIAL STONE BACKFILL AND BEDDING
WITH STAINLESS TYP. BOTTOM
'
6" PERF. HDPE A STEEL STRAP (BOOT} w OF TRENCH 6" M1N.Gj
�-- PIPE: WATERMAIN �-
FLOW FLOW uj V)> D/4 - STORM TO BE HDPE OVER EARTH
a t- - SANITARY TO BE PVC SDR35
M COMPACTED FINE" COMPACTED FINE " \ D
ATE:
w BEDDING UNDER 12" D + 24 FOR SANITARY: 6 OF 3/4 CRUSHED STONE BEDDING UNDER 12 D + 24 v �
BEDDING TO HAUNCH. SAND FROM HAUNCH TO PIPE W LEDGE ONLY p SEPT. 28, 2005
a 6" MIN. PIPE IN LEDGE ONLY 12" ABOVE THE PIPE. PLACE DETECTABLE \ �n `� �� ob
WARNING TAPE ABOVE THE SAND. LINE TRENCH --_-q a Q n b N SCALE:
WITH FILTER FABRIC. a� d Gno AS SHOWN
A
UNDERDRAIN DETAIL
NOT TO SCALE SHEET NO.:
18"
STANDARD PRECAST SANITARY SEWER MANHOLE TYPICAL TRENCH DETAIL TYPICAL WATERMAIN TRENCH ,-�-- 1 OF 2
NOT TO SCALE NOT TO SCALE NOT TO SCALE DWG. NO.:
18
E
CONSTRUCTION NARRATIVE
POST I. GENERAL -
ANGLE 10' UPSLOPE FILTER FABRIC, 1. THE PROPERTY OWNER IS PROPOSING TO CONSTRUCT 173 ACTIVE ADULT HOUSING UNITS 3. FINAL CONSTRUCTION MEASURES.
FOR STABILITY AND 3 12 12 3 1 PER FT. ON HIS PROPERTY. A. PLACE FINAL COURSE OF PAVEMENT.
SELF CLEANING. COMPACTED 2. THE PROJECT WILL CONSIST OF THE DEVELOPMENT OF LAND LOCATED ON THE SOUTH B. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUND COWR HAS BEEN
FLOW BACKFILL 3 3 SIDE OF OLD COLCHESTER ROAD AND THE NORTH SIDE OF BLACK ASH ROAD. THE PARCEL ESTABLISHED. FINE GRADE THE AREAS AND SEED AS NECESSARY.
�� 100' 1 1" PER FT. 1 CONTAINS 88.702 ACRES OF WHICH 28.860 ACRES ARE DESIGNATED AS INLAND WETLANDS.
3. THE PARCEL CONTAINS A VARIETY OF TERRAIN AND IS COMPRISED MAINLY OF FOREST. PERMANENT SEEDING SCHEDULE (UPLAND AREAS) -
4. THE PARCEL GENERALLY SLOPES TO LARGE AREAS OF INLAND WETLANDS LOCATED IN THE SEED MIXTURE:
- (I. 12" MIN. - , -� - -� 3�8"FOOT 3/g" PER FOOT EASTERN AND SOUTHERN PORTION OF THE PROPERTY. AN INTERMITTENT STREAM FLOWS CREEPING RED FESCUE 0.45 LBS PER 1,000 SQ FT �' o®
I' DEPTH I 3 ACROSS THE SOUTHERN POTION OF THE PROPERTY. REDTOP 0.05 co to
3 5. ALL ACTIVE ADULT HOUSES ARE TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER. TALL FESCUE 0.45 Go
6. CONSTRUCTION IS EXPECTED TO COMMENCE IN THE SPRING OF 2006. TOTAL 0.95 LBS PER 1,000 S co
Q FT �
7. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE FERTILIZER: 10-10-10 APPLY AT 7.5 LBS PER 1 000 SQ FT
1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH ROAD SECTI®N DETAIL EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IS JOHN D'AMATO, LIMESTONE: APPLY AT 150 LBS PER 1,000 SQ FT
A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE
SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. 1-860-535-0859. �I � �
II. CONSTRUCTION SEQUENCE - STREET AND GENERAL SITE WORK. MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE O
1. GENERAL INSTALLATION AND CONSTRUCTION PROCEDURES. 1 1/2 TO 2 BALES PER 1,000 SQ FT. TARGET FOR 100% 1;0
A. CONSTRUCTION ENTRANCES SHALL CONSIST OF CONNDOT NO. 3 STONE PLACED COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS Go
PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER ON A GEOTEXTILE FABRIC. MONITOR THE CONSTRUCTION ENTRANCE CONTINUOUSLY NECESSARY. 44
y AND PLACE ADDITIONAL STONE DRESSING AS NECESSARY. SEE DETAIL. HYDROSEEDING WITH SEED LIME FERTILZER AND FIBER MULCH IS ACCEPTABLE.
NOT TO SCALE B. SEDIMENT BARRIERS SHALL BE INSTALLED AS SHOWN IN THE DETAIL. THE BARRIERS
SEEDING RATES SHALL BE INCREASED BY 10 PERCENT. �
I� SHALL BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. REPAIR OR REPLACE
ANY PORTION OF THE BARRIER WHICH IS NOT FUNCTIONING AS INTENDED. REMOVE PERMANENT SEEDING SCHEDULE (WETLANDS AND ADJACENT AREAS)-
SEED MIXTURE: NEW ENGLAND CONSERVATION MIX APPLIED AT SEED SUPPLIERS tt�
4' 12' 12' 4' ANY ACCUMULATED SEDIMENT. w
C. THE LIMITS OF CONSTRUCTION ARE DEPICTED ON THE SITE DEVELOPMENT PLANS. THESE RECOMMENDED RATES. 4'
REPRESENT THE LIMITS OF CLEARING, GRADING AND EXCAVATING. CLEARING OF THE SITE `t
MAY BE COMPLETED ALL AT ONE TIME. HOWEVER, GRUBBING AND STRIPPING OF TOPSOIL MULCHING: SPREAD ONLY NON -SEED BEARING HAY OR STRAW.
ARE TO BE COMPLETED IN SMALLER AMOUNTS IMMEDIATELY PRIOR TO EXCAVATION. FERTILIZER: DO NOT APPLY FERTILIZER OR LIME. ka
9D ON-SITE BURIAL OF BRUSH, STUMPS AND OTHER DEBRIS IS PROHIBITED.
3 D. STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE AREAS SHOWN. IMMEDIATELY PLACE SEEDING DATES (ALL AREAS): APRIL 1 THROUGH JUNE 15 ad
FOOT 3 g" FOOT AUGUST 15 THROUGH OCTOBER 1
1 3�8 / P --E- _ 1 3 SEDIMENT BARRIERS ALONG THE DOWN SLOPE SIDE OF THE PILES. IF THE PILES ARE
3D
NOT TO BE MOVED FOR AT LEAST THIRTY DAYS, THEN SEED WITH THE TEMPORARY SEED WHEN SEEDING DATES CANNOT BE MET, SPREAD MULCH AS DESCRIBED ABOVE. ka qp
FLARED END SECTION MIXTURE.V%
TEMPORARY MEASURES -
0 0 0 0 " 2. ROAD CONSTRUCTION AND DEVELOPMENT SEED MIXTURE: ANNUAL RYEGRASS 1.00 LBS PER 1,000 SQ FT
6 A. INSTALL THE CONSTRUCTION ENTRANCE. MULCHING: SAME AS ABOVE
A o o o A ROAD SECTION DETAIL B. CLEAR AND GRUB THE AREAS NECESSARY FOR THE INSTALLATION OF THE SEDIMENT SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT BE BROUGHT TO GRADE
BARRIERS. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. FOR A PERIOD IN EXCESS OF THIRTY DAYS. TCom,
' 4 C. CLEAR THE AREA REQUIRED FOR THE CONSTRUCTION OF ROADS. 'moi o 0 0 ± THE RESPONSIBLE CONTACT PERSON FOR THE INSTALL
I D. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. INSTALLATION AND MAINTENANCE
E. BRING THE ROAD AND SHOULDERS TO FINISHED SUBGRADE ELEVATION. OF THE EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION wq
D - _ - - - - - a 2D 8D F. INSTALL UTILITIES. SEWER LATERALS ARE TO BE INSTALLED TO 2'f BEHIND IS JOHN D'AMATO 1-203-535-0859.
FLOW FTHE CURB LINE. THE MAINTENANCE OF THE PERMANENT CONTROL MEASURES
WITHIN THE
G. PLACE THE BASE COURSE OF PAVEMENT AND THE CURB. PROPERTY SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION.
H. INSTALL THE GUIDE RAIL IN THE LOCATIONS SHOWN..
a a
2' I. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL.
0
3/4" STONE SPREAD SEED, LIME, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT
4 a o a a SEEDING SCHEDULE.
PLAN VIEW
FLOW
COMPACTED Dpoo a i
FINISHED GRADE BACKFILL II II = >1�1=oDDooapDooMATCH EXISTING GRADE
RIPRAP
11 1i =-=1 -IIIII
12"
I -III
11111-11111=
PERMANENT SEEDING MIXTURE
D
3ELEVATION CREEPING RED FESCUE 0.45 LOS PER 1,000 S.F.
1 r �������
�L�I ►����� D REDTOP 0.05 LBS PER 1,000 S.F.
III a III HAY/STRAW BALE
0 0
TALL FESCUE 0.45 LBS PER 1,000 S.F.
0
-I I 1 I-II 111-11 1=1 I Pq I Pq 1 112141 I--
MAINTENANCE SCHEDULE
COMPACTED SUBGRADE OR po 1. INITIAL ESTABLISHMENT - INSPECT SEEDED AREA AT LEAST ONCE A WEEK AND WITHIN
UNDISTURBED SOIL 24 HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCHES OR GREATER
as1.C.2:.:::::.. ;�
6 GRANULAR FILL GEOTEXTILE FABRIC Daooa O ( \ DURING THE FIRST .GROWING SEASON. WHERE SEED HAS BEEN MOVED OR WHERE SOIL EROSION
SECTION A- A . `� HAS OCCURED DETERMINE THE CAUSE OF THE FAILURE AND REPAIR. IF THERE IS NO
Do EROSION BUT SEED SURVIVAL IS LESS THAN 100 PLANTS PER SQUARE FOOT AFTER 4 WEEKS
(\ �pQ G' •� �'.� ` I OF GROWTH, RE� SEED AS PLANTING SEASON ALLOWS.
® �p �a ® 9� �� 61 ......... ........... 2. FIRST MOWING -ALLOW THE MAJORITY OF PLANTS TO ACHIEVE A HEIGHT OF AT LEAST 6
FLS �000a ni '�\��p6, �\ ::::::1fi:0:::::..... \ INCHES BEFORE MOWING IT THE FIRST TIME. DO NOT MOW WHILE SURFACE IS WET. THE FIRST
OW GRASS
RIPRAP PLUNGE POOL DETAIL ° D�opQ ° 11 BEOLOW WING 3SNCHES.HOULDREMOVE IF THE SEEDING WAS MULCHEDAPPROXIMATELY ONEHIRD DO NOT ATTEMPOF THE T/ 0 RAKETH. DOOOUM THE MULLING
NOT TO SCALE I MATERIAL. NORMAL MOWING WILL GRADUALLY REMOVE ALL UNWANTED DEBRIS
® �po pa ® :�.. 3. LONG TERM
m
z
0
Z
0
w
�
U
U
W
V)
�
Lo
�
o
z
Z
-`MOW AND FERTILIZE AT LEAST TWICE PER YEAR OR AS NECESSARY TO SUSTAIN
Vi ,
9:.:::.... THE AREA IN A CONDITION THAT SUPPORTS THE INTENDED USE. REPAIR ANY DAMAGE
IMMEDIATELY AND, IF NECESSARY, RE -SEED TO RE-ESTABLISH SPECIFIED COVER. DO NOT
::: APPLY WEED CONTROL UNTIL THE NEW SEEDING HAS BEEN MOWED AT LEAST FOUR TIMES.
PLAN ��\ ��� :: ALL MAINTENANCE SPECIFIED IS PER THE "STATE OF CONNECTICUT 2002 GUIDELINES FOR SOIL
P` EROSION AND SEDIMENT CONTROL".
STRAW BALE
STAKE ALE & STONE BARRIER
1. EXCAVATE AND TRENCH NOT TO SCALE
4" DEEP AND THE WIDTH \
�\ �w� .��P��4 �, �9�0 PROPOSED Y w"
BINDING WIRE OF A STRAW BALE. GRADE a
OR TWINE i i PACKED �� �� `� \ oRBq `�
PERMANENT SEEDING;
oW
STRAW � � � � �- � \
. \ '•so�F SEE NOTES FOR MIXTURE
2. PLACE AND STAKE STRAW
AND MAINTENANCE SCHEDULE ' W
BALES, TWO STAKES PER
3
BALE.® \ � � � 1 N
- - - - - _ - - WATER QUALITY
_IIIII-IIIII IIIII-IIIII_IIIII_I - x _- DEPTH W W =
III I II ® EXISTING GRADE 63®99 EXISTING - - - - - - 1 ~ Z
TRENCH 3. WEDGE LOOSE STRAW BETWEEN - , , - - - -
BALES TO CREATE A CONTINUOUS 12' GRADE _ - -
FF_ �1 -
W
00
WIDTH OF BALE � 00 484 5' � _ , � -
BARRIER. 46 ) ' \ GAR. '482.5
3
PLAN
r
\�\\\ � \\ /�
FLOW , i� � /\ o 0 0 0 0 0 0 0 0 0 0 0 0 /\ �\\ \�. \ \' �®10 �1
COMPACTED i 4. BACKFILL AND COMPACT THE / \\
y o 0 0 0 0 0 0 0 0 0 0 0 0
BACKFILL i � EXCAVATED LAS SHOWN
ON THE UPH LLS DE OF THE
�\\ \\�
BARRIER TO PREVENT PIPING. PLAN SECTION A -A
12" MIN. 2" CRUSHED STONE
IIIII-Illlllll - _ IIIIII-IIIII-11111.1 UNDISTURBED GROUND 04
GEOTEXTILE FABRIC
EMERGENCY ACCESS DRIVE DETAIL TYPICAL WATER QUALITY BASIN
PLACEMENT & CONSTRUCTION OF A STRAW/HAY BALE BARRIER
NOT TO SCALE NOT TO SCALE
NOT TO SCALE UQ
c �
l®i
REMOVE TOPSOIL AND ORGANICS
/ BEFORE PLACING FILTER FABRIC r41
/ AND ANGULAR STONE
100'
OP W
Q p�o�°moa gQ
P a as ��� a❑ s ��
t7 �aQoa�a CONNDOT GRADATION No. 3
MIN. ®a da°D� J
V p D �a i-.
f=
Li
I
/ FILTER FABRIC
DATE:
SEPT. 28, 2005
SCALE:
CONSTRUCTION ENTRANCE AS SHOWN
NOT TO SCALE
SHEET NO.:
2OF_- 2
D WG, NO.:
19