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VOLUME 238 PAGE 51
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MAP REFERENCES:
1. "PLAN OF MATILDA CLARK PROPERTY PEQUOT ROAD, MONTVILLE, CONNECTICUT DATE:
DECEMBER, 1973 SCALE: 1" = 40'" W.A.MORSE CIVIL ENGINEER & LAND SURVEYOR
NEW LONDON, CONNECTICUT.
2. "N.L.N.R.R. MAP SHOWING LOCATION OF PALMERTON SIDING IN THE TOWN OF
MONTVILLE COUNTY OF NEW LONDON" DEC. 6TH 1898 SCALE: 80FT TO 1 IN SHEET #5
THIS MAP IS FOUND IN THE MONTVILLE TOWN CLERKS HANGING FILE BUT IS NOT
INDEXED.
3. "RIGHT OF WAY AND TRACK MAP NEWLONDON NORTHERN R.R. CO. OPERATED BY THE
CENTRAL VERMONT RY. CO. STATION 52+80 TO STATION 105+60 SCALE 1 IN. -100 FT.
JUNE 30, 1917" OFFICE OF VALUATION ENGINEER. ST. ALBANS. VERMONT. V-1 /S -7B
4. "SURVEY MAP PROPERTY OF JOSEPH J. AND SUSAN SOBIEWSKI PREPARED FOR
COLLINS & JEWELL CO. INC. PRQUOT ROAD MONTVILLE, CONNECTICUT NOVEMBER 11,
1986" Prepared by Chandler Palmer & King, Norwich, CT.
5. "PLAN & PROFILE SEWERLINE FROM PEQUOT ROAD TO HAMMEL LANE D.W.
TRANSPORT & LEASING PEQUOT ROAD, MONTVILLE, CONNECTICUT SCALE: HORIZ 1"=40'
VERT 1"=4' DATE: AUG. 14, 2002" SHEET NO. 1 OF 1 PREPARED BY HEALEY &
ASSOCIATES, LLC
Oxo Boxo Brook
ZONE R-20
Pequot Roo
S,* _/ OLD R.R. BED
0X0 13
Brook
\9
l e9G
or,
0
MAPLE R0� °oo
�0/ maA ♦ ♦ \k OF LEGEND & ABBREVIATIONS
��`1 AND ON
�, j ' N pINGT \ DH DRILL HOLE
� Dec / G / � / %, � ♦
Q ,. k / AR Qj / / s DA D N/F NOW OR FORMERLY
Q emoyea / Ro�D l r�o��d / as j\ RCP REINFORCED CONCRETE PIPE
• DRI�E�A j % �.�O�js� % \J/ ♦ `380 s$ \ \ S.F. SQUARE FEET
` TYP. TYPICAL
_N52 52 54"w Y �o`e 0 9 FF.
183 O //j a P-ofdound / /0C 9 1♦� S.M.H.\ \ t MORE OR LESS
Fp �E oak tree / p/ s T.78.10
R R�'�4 �� `� rsd. \
Bf 7n
TH,BU �- Q t
F LAND OF N PROpERT1' `� o �'Q/ os
s
(� U�
_ GF _'x'91 N/WApplNr'TD ,� � �`o .Q. e
DAW 40 (0
CIV N GRMER BU o/ r9�r
P
4, 00 CI'PUMP HOU C\/ \ � � / V �
\ `L ,
172 5 ac
TF _
INV IN 104 37
/NV 9;7.15
—T = 97.15
/A/ v
NV 30. ADS` 99.81 1�
SEWER LAT
oy
CO
s/
0
�N
wall
�Cl) _<__ SE (T 0 BE REMOVEp� � \ v AA � �4/S<o \ 1/0
DELL HOU �2p`� �6' �� � \
SE iTo BE REMO�p! � /l i FGRME'S' LEly' � � � � � a ��/ .��^ _r s�� • ssa \ \ �� 00
L D OF \
•r_
S P p
R � A
7• �--'--__ N o PERS ���.�'� � �9°), .\ `39,, DI & pLIS
� R i \
-_ /
easement DE � \
I 548.5 ~�_ - _ D bOunaar �� `Oj $v N J
�b 59'12",E __ / elta=5634'54, Y o ,00 •9 s \
o /1 ' 0 211 L.F a" 2 E 21-� - - _ _ _ _ FARMER R R_ 930.37 / �\/ S, O) ` j �0 \ \
PCO 5.65 R $� 90,64 / o S 1
SEWER s,.04 /Ott ����; `''- _ _ UNDgRY q Tan=45.35 N ,��` - a Q� •�
__ - 1 ch ND NE �F �/ 252 �° \ F
18,22 ip M48 Sg,12„w r__ ____-__ chord
McP ref l EASEMENT 1 tea. % SOS \ NIF LAND 0
Re SE —� _ _ Z 16 7 ~� .► ' _ _ _ _ _ 1 J P. at tree 3 6� g ' O F i�
i
38 ..,--� -__/ found 0.1T � $622 , 2 � 0� °�F H CKE
- S � -- _ U S.W. of car. / �� e °
_4 S48 59'1
ft
INV 30. ADS -98.6 < 369 34' 305
t0 pro L.F. g” P S _ Q0
TMH PRCPEF.RrYN48 59'1- 3�2=� '�_� p• Streets- 38743, t '`C EWER S=.0255 � .�, _ //V 108 OUT �8 15 /NE PER MAP W 391.04' - Ord ItPI �R�nter ease w �=69,77 I L= -- -`- ---- �____ / _-------------- _ S� 1521.58' (P.C. to ip��End•
101 REF ease — �'^ (maP ref Co.) found en 20.87f 1,,49 0, -- -------------- j\� 566°26 42
�M 63 2+3 �1er1t (�`,� �. _ 2) ,t, ouBd L=54,96 N n mss`
oun
dory-•,•�, ` _ _ �--�� ��
' S _
lV/F LAND OF � � - _ -_ �
AGNES M, __' ~`- - -N __ (1898) CENTERLINE OF LOCATION Not Found in 4
_ � � x ' ,72 dh to R boun cry
S&LS
c. I.P to - 134.4 �—
0
MARIE V. MOROSKY - _ Round Delta=17°27'30" L=291,11 P� , be se'° '`'� »W map 4)
6 42 0
JOSEPy/N/CK C BELLEZZA - _ _ - - R=955.37 Tan=146,69 N 5p�2 N66 2
,r s • �
do BELLEZZA, eT. ,q1, _-- _--map ref #4 ------�p5'
0000
FLUME 260 PAGE 751 I 1
0 O, Cp
74l.P
5
�I / 1 , 10 nd
OF R O
rI i
SHADED AREA DEPICTS TF 8
lNV ,3 O
EASEMENT AREA 0,86 ACRES ►'I �� lNv. vT _79.27 total cur LP CP.
�► r 77 D to.ve •6,
s1 R :980=17°27'30".37
ease L=298,72 <21
rn; 6 `
"1ent bounaar I I ran_ N/F LAND OF
C MBINED PARCEL = 4.230± AC. Delta=6°25,28 y (II center Baser, -150,53 RHEUME y
easement EA T/NG LLC d.h.
R-98037 ► I Delta=6°00'450 42' a FUME 227 PAGE 690 ma ref 4)
�EEDED TO TOWN = 0.115 AC. L=109,93 �r ► R=955.37 CHORD
57 E ( p
Tan- I ' RD =297,57' rev. 2/2/04
REMAINDER PARCEL = 4.115± AC. -ss.o2 .�,< < �=100,26
I Tan=50.17 rev. 1/12/04 Hammell Lane Streetline
SURVEY NOTES:
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
THIS SURVEY CONFORMS TO CLASS A-2 STANDARDS FOR HORIZONTAL ACCURACY.
THE TYPE OF SURVEY PERFORMED IS A LIMITED BOUNDARY SURVEY
THE BOUNDARY DETERMINATION CATEGORY IS: DEPENDENT RESURVEY BASED ON MAP REF. 1,2&3
.,•A`,„11str.=,�,�� THE SURVEY SHOWN ON MAP REFERENCE #4 DOES NOT AGREE WITH THE
PHYSICAL, DEED AND MAP EVIDENCE FOUND ALONG THE FORMER RAILROAD PROPERTY.
C.
THE SURVEY WAS THEREFORE NOT HELD.
GRAPHIC SCALE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT ;",` �.'•_° �;
AS NOTED HEREON_. j _«. d.�-3 d THE INTENT OF THIS PLAN IS TO COMBINE THE SEVERAL PARCELS ACQUIRED BY DAVID WADDINGTON
30 0 15 30 6o 120 y
DATE: '� _ = m ADDITIONAL INFORMATION SHOWN ON THIS PLAN IS TO PRESERVE AND DOCUMENT PRIOR FIELD EVIDENCE
M 11177-1 C :"% �A••• 'o. 17247 �~ LOCATED BY THE UNDERSIGNED SURVEYOR THAT MAY BE REMOVED BY CONSTRUCTION ACTIVITIES."
r 1-�7-, MICHAEL C. HEALEY, P.L.S. CT LIC. "•#'17�4'l;.••�O
TAT va°
I ]FEET
lj T , lt,� •J 6'i P G• e°6es
CERTIFICATION IS NOT VALID WITHOUT UVE SIGNATURE AND EMBOSSED (4R[SY0N�3` 'E SEAL
1 inch = 30 ft
Assessors Map # 72 Lot 34+35 Zone INDUSTRIAL
SITE PLAN
PREPARED FOR
D. W. TRANSPORT & LEASING
#46 PEQUOT ROAD & HAMMEL LANE
MONTVILLE, CONNECTICUT
SCALE: 1"=30' DATE: DECEMBER 30, 2003
SHEET NO. 1 OF 3 TOB NO. 94-0403 1 DRAWN BY. MCH
HEALEY & ASSOCIATES, LLC
PROFESSIONAL LAND SURVEYING AND SITE PLANNING
SERVING CONNECTICUT AND MASSACHUSETTS
17 MAIN STREET
HEBRON, CT. 06248
860-228-8884
CHECKED BY FILE NAME 940403WESTa-2REV
f10_1VL
LEGEND & ABBREVIATIONS
N/F NOW OR FORMERLY `
RCP REINFORCED CONCRETE PIPE �H 10ndscQ
S.F. SQUARE FEET a'co 32es round fun,pelOnd
TYP. TYPICAL —
t MORE OR LESS
108 EXISTING CONTOUR
• IRON PIPE OR PIN TO BE SET
000000 STONE WALL
--•-- LIMIT OF INLAND WETLANDS
—X—X—PROPOSED SILTFENCE - — — -116-
k
110 PROPOSED CONTOUR �°
N/f LAND OF ao'
NOI?1,IAN R. /?/ E ✓R /
N�F LAND OF
f' ASTE-L
off' Q�
oAll
F5 x /
—40 Qr
�vcreddLIptI of
e /skq9 ro
T F.,
15" 92.5
INV�N V w sd T 6
. NF 'tiC • F T o \
�— J o,� " p !N 6 Yp 900 0
T F _9 TYPE � — \�� � 8CNV. 87 � V 0 �'
1.. - 1p �@ Mq eco S k/S tin o e`® E X I S TI N G
"�► `�_ ® c �Rlq� toc lij ® Aon 00 EXISTING 8" PVC IN=73.07±
rOtf��ti ®° RA�� S�'R CES 0°c lle 4tefxr,,®e'® ` � 5000 GAL,
11p�-- qRC R£A � � 'prep �• ®® � � DBL CB -3 TYPE CL _ _
ti ,♦ , T.F.=77.5± GROSS PART. BOT VC 68.7 72 9+
_ ®® ♦ \ 8 INV. = 73.5 SEPARATOR inside TOP = 75.7
N/F LAND CF /� � � �— � �- ` ERSEY Ic'0� � \ �T. COVER = 77.65
DA l//D WADDINGTON 1 _
� " — — � -- -- _ _ — — \_ _� \ � \ � RRIER ��, �pRM 24" INV . = 7 4.17
oN�FA15+18 INV. = 74.2
FBF = 107.91 / �� _ S8 l \� \�\ ITS
�9n --
2"W w
_ -ftft —
iNV NOUT y/
FE15 \
� 97,15
/V.3p,
ADS, 99.8
v.=111.o
NOTES:
1. CONTRACTOR SHALL VERIFY BENCHMARKS
2. CALL BEFORE YOU DIG (800)-922-4455
1 1. VVIlL JV, IJI° VI IIVL -1 YlILV/"{IIVI\ LL VILLLI\. J1. . ./- -
3. "N.L.N.R.R. MAP SHOWING LOCATION OF PALMERTON SIDING IN THE TOWN OF
MONTVILLE COUNTY OF NEW LONDON" DEC. 6TH 1898 SCALE: 80FT TO 1 IN SHEET #5
THIS MAP IS FOUND IN THE MONTVILLE TOWN CLERKS HANGING FILE BUT IS NOT
INDEXED.
4. "SITE GRADING PLAN PREPARED FOR D.W. TRANSPORT & LEASING PEQUOT ROAD,
MONTVILLE, CONNECTICUT SCALE: 1" = 30' DATE: DEC. 12, 2001" PREPARED BY HEALEY
& ASSOCIATES, LLC.
5. "SWEWER EASEMENT PLAN PREPARED FOR D.W. TRANSPORT & LEASING PEQUOT ROAD,
MONTVILLE, CONNECTICUT SCALE 1" = 40' DATE: MAY 20, 2003" PREPARED BY HEALEY
& ASSOCIATES, LLC.
SURVEY NOTES:
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
THIS SURVEY CONFORMS TO CLASS C STANDARDS FOR HORIZONTAL ACCURACY.
AND TYPE T-2 FOR TOPOGRAPHICAL ACCURACY.
THE TYPE OF SURVEY PERFORMED IS A GENERAL LOCATION SURVEY BOUNDARIES ARE BASED ON MAP REF. 5
Assessors Map # 72 Lot 36
GRAPHIC SCALE
■�00m viwvr�lll 1wilm III I all "I I moo:
( IN FEET )
1 inch = 30 ft.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTL4 Y CORRECT
AS NOTED HEREON
MARK REYNOLDS, P.E.
DATE:
CT LIC. # 19789
D
.4 &4,yRl�
TO MY KNOWLEDGE AND BELIEF, THIS MA°P;<IS"`SUBSTANTIALLY CORRECT
AS NOTED HEREON , '6
DATE:
MICHAEL C. HEALEY, P.L.S."�'Cf'`LIC.a# 17247
41.,
CERTIFICATION IS NOT VALID WITHOUT LIVE SIGIVAT OF AND EMBOSSED (IMPRESSION) TYPE SEAL
L-71IIl1111
LOW POIN
CB -2 TYF
T.F.=77.3
24" INV.
24" INV.
\TVF
/V/F LANG
HICK,-
GENERAL CONSTRUCTION SEQUENCE
1) CONSTRUCTION ACTIVITIES WILL COMMENCE AFTER PLANNING AND ZONING
APPROVAL AND THE PLANS ARE FILED WITH THE APPROPRIATE TOWN AGENCIES.
2) CONSTRUCTION WILL COMMENCE DURING THE WINTER OF 2004 WITH THE
ANTICIPATED COMPLETION IN THE FALL OF 2004. ALL SEDIMENT AND EROSION
CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION.
3. Call Before you dig 1-800-922-4455
4) REMOVE EXISTING TREES, BUILDINGS, AND WIRES. ROUGH GRADE PARKING AREAS
5) INSTALL STORM DRAINAGE, RETAINING WALLS, UNDERDRAINS AND BACKFILL
6) FINE GRADE AND PAVE PARKING AREAS, INSTALL CURBING, BARRIERS, FENCES AND
RAILING.
7) FINE GRADE EMBANKMENTS
8) SEED AND FERTILIZE ALL DISTURBED AREAS OF THE PROJECT UNLESS OTHERWISE
DIRECTED BY THE ENGINEER
9) ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED UPON PROJECT
COMPLETION
EROSION AND SEDIMENTATION CONTROL
1) CONSTRUCTION IS EXPECTED TO COMMENCE DURING THE WINTER OF 2004 AND IS
EXPECTED TO BE COMPLETED IN THE FALL OF 2004.
2) EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON
THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION.
3) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
"CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" DATED 2002
4) ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE
CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY. OR AS DIRECTED
BY THE TOWN OF MONTVILLE.
5) SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES WILL BE DISPOSED OF IN A
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN.
6) ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING THE
CONSTRUCTION PERIOD IF DEEMED NECESSARY OR AS REQUIRED BY THE ENGINEER
OR TOWN OF MONTVILLE
7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND
SEDIMENT CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE
ENGINEER.
8) ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED, AND FERTILIZED OR SODDED AT
THE COMPLETION OF THE PROJECT.
IN THE EVENT CONSTRUCTION TAKES LONGER THAN ANTICIPATED ALL DISTURBED
SLOPES SHALL BE MULCHED PRIOR TO THE WINTER MONTHS.
9) THE FOLLOWING DATES FOR SEEDING SHALL BE USED:
SPRING: MARCH 15 TO JUNE 15
FALL. AUGUST 15 TO OCTOBER 15
10) SILT FROM ALL DRAINAGE STRUCTURES SHALL BE REMOVED AT PROJECT COMPLETION.
WIRE FENCING AND
FILTER FABRIC STAPLED—
TO STAKE
EXCAV. 6" x 6" TRENCH —
BACKFILL TO COVER WIRE
FENCING & FILTER FABRIC
SLOPE —
SET STAKES APPROX 10' APART
SILT FENCE DETAIL
NOT TO SCALE
11 1/2
6' HIGH CHAIN LINK FENCE
TOP OF WALL ALL POSTS TO BE
SET IN COCRETE
see Pave detail
,.
" clean gravel
:. ,...
PEA STONE OR backfill cam
1' STEP ;�.y; CRUSHED GRAVEL in 12" lifts pacted
''•= 95% maximum
=• proctor density
I 2.5' X 2.5' X 5' PRECAST
MAX CONCRETE BLOCKS
i
18'
SEE BIT. PAVEMENT DETAIL +
���• *dl,
040 0�
♦ ► • ► ► ��!i Gal
—//1) A/A E///�1///— //
/�.... BOT EL. VARIES
0
COMPACTED GRAVEL SUBGRADE
12'
OC
FILTER FABRIC
2" x 2" x 3' STA
(2 PER BALE)
BALES BUTT TOGETHER
5'
2. DISTURBED
AREA
4 EXISTING GROUND
HAY BALE BERM FOR SLOPES
NOT TO SCALE
EXTEND RISERS TO GRADE
16.75'
B 8.5' I I j l T
3.5'
II II
FSI II
7,33' 0 1 1 I I 24'
1 11 I DIA
II II
14,5'
TRASH II 11
RACK II II
II II
PLAN VIEW
TOP =
STATIC LIQUID LEVEL f1
8' SCH-40 PVC ASTM D 1785 n f II I f
12-8' PVC
2-8' PVC Sch-40 i i I I Sch-40
INLET =---------- - --- --- 1 - - - - - - -
8,33' JJ
12' galvanized I'1 •1 I i
5.42' trash rack 11 24, 24' f•i 5.25'
1I
r.i I -j
L— — — — — — — — — — — — — — 12' COMPACTED GRAVEL BASE_
SECTION B -B
CONCRETE 5000 P.S.I. - 28 DAYS
DESIGN LOADING STANDARD AASH❑ HS20-44
STEEL REINFORCEMENT PER A.S.T.M, A-615-75
JOINTS SEALED WITH V DIA, BUTYL RUBBER
ALL PIPING SHALL BE 8' SHEDULE 40 PVC PIPE
TRASH RACK SHALL BE GALVANIZED STEEL
FIRST TWO COMPARTMENTS PROVIDES >80% OF VOLUME CAPACITY
GROSS PARTICLE SEPARATOR (5000 GALLON)
TOE OF SLOPE
FLOW
9,5'
TYPICAL WALL SECTION
NOT TO SCALE
6'
TRUSS TIGHTENER
PAY LIMIT FOR CHAIN LINK FENCE
BRACE RAIL
3/8" DIA TRUSS ROD
TIE WIRES
TERMINAL OR 24" APART
CORNER POST HOG RINGS
BAND FOR 24" APART (TYP)
BRACE RAIL Z.,
r 10" TYP.
CHA�I
POST SET IN CONCRETE)
;AL BRACE BANDS ATTACI
BRACE RAIL
ENTIRE FENCE
COIL SPRING
TENSION HARE LINE
6 1/2"
ro—hnr
6" PERF.
PVC UNDERDRAIN 9.1
J
12'
1-1/2" STON
• fly
im Two 2"xrx3•
FOR EACH BALE
CONCRETE CURB STOP
NOT TO SCALE
3'
�N OVND
width varies
PERVIOUS STONE BERM DETAIL
NOT TO SCALE
PRECAST TOP
"C
1'-15/8*
z:
(TYPE -L" SHOWN)
III�.���������������������,
044
������ ♦ ��.�
I
♦ �������, . •I�. W X X X X X
BRICK OR MASONARY COI
> ¢ o
-'AGGREGATE AFTER COMPACTION 0
NITES MAY BE USED AS
8" MIN. COMPACTED GRAVEL BASE o
.�.
0 0° o °
3" MAX. STONE o 0 0
00 °
G
cn,W
O°o
W
14
2'-83/4"
w�
azz
♦ ♦ A ♦ ♦ �'
♦ �
�.�������������� ���������� ����������1
♦ . ���'
♦ � � � � � � � � � � � � � � � ���������������
♦
�������
'� iii ���������������������������������� ���������
�y �� 'ice � � � � � � � � � � � � � � � � � 1 ♦ � �
Ma�o
�awz
z w �
KNOCKOUTS FOR PIPES
N
o o:
\
MIN. 4" FROM TOP AND
w 4'
aof
X ^
OTTOM OF RISER
`n
o
8' SCH-40 PVC ASTM D 1785 0��
OUTLET =
DRAINAGE OPENING IN 4
6 1/2"
ro—hnr
6" PERF.
PVC UNDERDRAIN 9.1
J
12'
1-1/2" STON
• fly
im Two 2"xrx3•
FOR EACH BALE
CONCRETE CURB STOP
NOT TO SCALE
3'
�N OVND
width varies
PERVIOUS STONE BERM DETAIL
NOT TO SCALE
NORMAL FINISHED GRADING,
GRADING TO BE VARIED
ADJACENT TO CATCH BASIsle el N
AS DIRECTED.
3" MIN.
VHEN THIS DIMENSION
EXCEEDS 10',CATCH BASIN
VILL BE CLASSED AS
CATCH BASIN , TYPE "C" OR
'i, -L", OVER 10' DEEP
WELDED WIREI
FABRIC
MORTAR
JaNrs
FLOW LINE
Y' MIN.
m
3'-0" 8"
4,-4"
SECTION B—B
DATE:
MARK REYNOLDS, P.E. CT LIC. # 19789
LN FENCE 0 PRIVACY SLATS
NOT TO SCALE
JOINTS: 1/2" PREFORMED EXP. JOINT® 20 FT. O.C.
CONTROL JOINTS (1/4"x1" DEPTH) 0 15FT. O.C.
WITH WELDED WIRE FABRIC REINFORCEMENT (6x6 10/10)
8" CONCRETE (5000 PSI)
.I n,
- o
SEE PAVEMENT DETAIL ° o 0 0 0 0 8" MIN. CONN. D.O.T. PROCESSED° RAVEL BASF, o
° C:)
O � 00
0
COMPACTED SUBGRADE
REINFORCED CONCRETE SLAB DETAIL
NOT TO SCALE
— width and cross slope varies
1-1/2" BITUMINOUS CONCRETE - CLASS II
Surface Course
a
7'771:1,
.. .
• :<• . e e
• i e t•
•
Existing Pavement
PEQUOT ROAD
PAVEMENT OVERLAY DETAIL
NOT TO SCALE
GRASS AREA
ASPHALT PAVEMENT TOPSOIL
Z::�
4'
BASE MATERIALS BACKFILL -
COMPACTED IN
MAX, 12' LAYERS
GRAVEL FILL
OVER PIPE 12'
SEWER AND
DRAINAGE PIPE
GRAVEL FILL -
COMPACTED IN
6' LAYERSI INV,
6' IN EARTH CUT
12' IN ROCK CUT
1 12' 1 6' 1 12' 1
6" UNDERDRAIN TRENCH DETAIL
NOT TO SCALE
2"R
—42-
PAVEMENT
42'PAVEM NT T
BASE
BITUMINOUS CONCRETE CURB
DETAIL
NOT TO SCALE
Remove Broken Pavement
Match existing pavement with
1-1/2" Class I or II Bit. Pavement
W
U
Z
W
18' DIAG PARKING 24' TRAVEL LANE
J
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W
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a z xa 3/8" PE OR FF OT
aN M 3�$" FOOT
SEE BITUMINOUS CONCRETE GUTTER FLOW --
PAVING DETAIL
ROADWAY SECTION WITH PARKING
2" BITUMINOUS CONCRETE CLASS II
3" BITUMINOUS CONCRETE - CLASS I
PRECAST TOP
"C
1'-15/8*
z:
(TYPE -L" SHOWN)
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ABOVE THE BOTTOM
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OF THE PERVIOUS
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BACKFILL
PREVIOUS BACKFILL ABOVE,6
THIS ELEVATION -MAXIMUM
2'MIN.
SLUMP
DEPTH 3' BELOW THE TOP
OF THE STRUCTURE
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4'-0" B..
5'-4"
SECTION A—A
STANDARD CATCH BASIN
TYPE "C" OR "C—L"
NORMAL FINISHED GRADING,
GRADING TO BE VARIED
ADJACENT TO CATCH BASIsle el N
AS DIRECTED.
3" MIN.
VHEN THIS DIMENSION
EXCEEDS 10',CATCH BASIN
VILL BE CLASSED AS
CATCH BASIN , TYPE "C" OR
'i, -L", OVER 10' DEEP
WELDED WIREI
FABRIC
MORTAR
JaNrs
FLOW LINE
Y' MIN.
m
3'-0" 8"
4,-4"
SECTION B—B
DATE:
MARK REYNOLDS, P.E. CT LIC. # 19789
LN FENCE 0 PRIVACY SLATS
NOT TO SCALE
JOINTS: 1/2" PREFORMED EXP. JOINT® 20 FT. O.C.
CONTROL JOINTS (1/4"x1" DEPTH) 0 15FT. O.C.
WITH WELDED WIRE FABRIC REINFORCEMENT (6x6 10/10)
8" CONCRETE (5000 PSI)
.I n,
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SEE PAVEMENT DETAIL ° o 0 0 0 0 8" MIN. CONN. D.O.T. PROCESSED° RAVEL BASF, o
° C:)
O � 00
0
COMPACTED SUBGRADE
REINFORCED CONCRETE SLAB DETAIL
NOT TO SCALE
— width and cross slope varies
1-1/2" BITUMINOUS CONCRETE - CLASS II
Surface Course
a
7'771:1,
.. .
• :<• . e e
• i e t•
•
Existing Pavement
PEQUOT ROAD
PAVEMENT OVERLAY DETAIL
NOT TO SCALE
GRASS AREA
ASPHALT PAVEMENT TOPSOIL
Z::�
4'
BASE MATERIALS BACKFILL -
COMPACTED IN
MAX, 12' LAYERS
GRAVEL FILL
OVER PIPE 12'
SEWER AND
DRAINAGE PIPE
GRAVEL FILL -
COMPACTED IN
6' LAYERSI INV,
6' IN EARTH CUT
12' IN ROCK CUT
1 12' 1 6' 1 12' 1
6" UNDERDRAIN TRENCH DETAIL
NOT TO SCALE
2"R
—42-
PAVEMENT
42'PAVEM NT T
BASE
BITUMINOUS CONCRETE CURB
DETAIL
NOT TO SCALE
Remove Broken Pavement
Match existing pavement with
1-1/2" Class I or II Bit. Pavement
W
U
Z
W
18' DIAG PARKING 24' TRAVEL LANE
J
JQ Q
W
3w�
M
a z xa 3/8" PE OR FF OT
aN M 3�$" FOOT
SEE BITUMINOUS CONCRETE GUTTER FLOW --
PAVING DETAIL
ROADWAY SECTION WITH PARKING
2" BITUMINOUS CONCRETE CLASS II
3" BITUMINOUS CONCRETE - CLASS I
BITUMINOUS CONCRETE PAVEMENT DETAIL
NOT TO SCALE
3/8.. PER FOOT
SEE PAVEMENT
OVERLAY DETAIL
revised to 3/20/04
revised to 2/2/04
revised to 1/12/04
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0 0° o °
3" MAX. STONE o 0 0
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BITUMINOUS CONCRETE PAVEMENT DETAIL
NOT TO SCALE
3/8.. PER FOOT
SEE PAVEMENT
OVERLAY DETAIL
revised to 3/20/04
revised to 2/2/04
revised to 1/12/04