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PREPARED FCR NOTES:
i. / APPLICANT
IaEPO Ll.C.
R! 20 10.0. eox Iee
HEPO
L.L..C. MONNILLE, GTTN IDISTRICT
2. SITE S LOCATED IN E INDUSTRIAL IONMCs
3. AL.L LOTS WILL BE SERVICED $7 TOUN SEWER AND WATER.
EAGN LOT WILL REGit11}c'E AN INDIVIDUAL PErd'11T FROM THE
1 *CJtiN OF MONTVILLE WATER POLLUTION CONTROL AUTHORITY
Ti rJ ALLOW CONNECTION TO THE rA1MIGIPAL. SEWER MdM.
---- - 4, SITE IS ON ASSE5S0" MAP 31, LOT 3.
\ � � b. THIS SITE IS NOT LOCATED IN A FLOOD ZONE.
1 20FOR SUB.IEGT PROPERTI' TiEFERENGE IS MADE TO TWE TOWN OF MONTYILLE
�_CORDS VOL. 282 tYs. 318.
INDEX TO DRAIT"w ING-ii
Z. TOTAL AREA TO SE SUODIvIDED • ib35s ACRES
i,
8. ALL PUBLIC IMPROVEMENTS ARE TO BE COMPLETED WITNM PivE Y£AR3,
DRAWING DESCRIPTION OF S• ALLEXISTMCs UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION.
GALL BEFORE YOU DIG: 1 -8mm -94Y-4455.
PROJECT R40 10. If SLASTMCs I$ REQIIIRED A PRE -BLAST SURVEY WILL BE REQUIRED.
AREA NO. DRAWINGS IL fRON PIN QIQ DRILL HOLE TO BE SET AT ALL LOT CORNERS. A MONUMENT
WILL BE SET AT THE EXTREME FRONT COIBJBR OF: EACH LOT.
14. PORTIONS OF DRIVEWAYS EXCEEDING 89: M GRADE MUST BE PAYED.
R20 I COVER SHEET
15. APPROVED BY TN£ MONNILL£ ML,4Np WETLAND AND WATERCOURSE
2 "VEY SHEET c�r,issioN ON NOV-EMBER 20,2M
jONiNG COMPLIANCE CHART
ZONE - � Ib. A LOT DEVELOPMENT PLAN WILL BE REQUIRED FOR EAC�1 LOT PRIOR3 GRADING PLAN1 LOT LAYOUT TO TI -it ISSUANCE OF A ZONING PERMIT
LOCATIONMAP 4 ROAD PLAN 8c PROFILEFRONTITEM ���� YARD SETBACK 30 FL 30 f1: »• T�4E DEVELOPER OF EACH LOT WILL SE REQUIRED TO P05t A s2~
SIDE YARD SETBACK is FT. 15 FT.
SCALE. 1�� � 1000' 5 DETAILS REAR YARD °vE � 30 fL 30 FL BtSTB�ONZDONMCs ENFORCEMENT OFFICER MUST BE CONTACTED 48 HOURS
PRIOR TO TIS START OF CONSTRUCTION
6 DUAILS I9. IT 19 THE DEVELOPERS RESPONSIpILiTY TO CONTACT THE TOWN
ENCsMEER TO SCHEDULE PUBLIC IMPROVEMENT IN9WEGTIONB.
20. PRIOR TO THE START OF CONSTR=TION TWE DEVELOPER MUST
LEMEND TO DRAWNGS
AREA WETLANDS CONTACT T44E TOWN PLANNER TO ARRANC�cE A -CONSTRUCTION MEETWs.
(Sp.)
LOT'M �� �3 �
OPOS :D CONTOUR SILT FE'SCE LOT 02 gy 3 42 A boss
LIC44T STANDARD LOT * �S k4 A 1211
-,��- - ISTNG CONTOUR AUGUST 20u3LOT *3 '' I'i S PASSIVEnAR ENEWSY TEC H S AS 'SCRIBED 15Y LAW
UTILITY POLE .____S SEUER SERVICE LATERAL
LOT ISS "I
WAVE IDE D IN DEVEL.OP!1ENT OF T441S PLAN
_..,_..._... REVISED 8/20/03LOT ISS � 2I -_ j___ _ ,,,�41 I fil,�,r
TREE LIT UETLAKD LIMIT ��
lA _ gl&KATUSM DATE
ST WALL ac TESTS REVISED 9/15/03
wo VEST WMES F DATION DRAIN- -.
REVISED 10/14/03� k
610NATURE DATE ,
5fi AKED Al°'�ALES N -• Ile, ti3ir �'
-i E �T UNDEira'3CsRQU�ID I WAVE DELINEATED THE T LANDS Chi TN E RTT Tl 7--E FIELD 4d,40 + 4 AVE
ELECTRIC: s TELEP= -IWI ONS STOP SICxN REVISED �! 23/
REVIEWED T44E WETLANDS AS SWOON T+4E PLAN AND FENL' TI -IAT T IE r •® '� dt ems.
00 ---0- STORM DRAINAGE SUBSTANTIALLY REP'RET TWE WETLANDS AS DELINEATE: IN T+4E FIELD. APPRO,BY MONTVILLE
EXISTING PATH
STOP MAR Z I , ISSI � I.S.
�!!l111t
MONUMENT TO BE :SET S *00 TERL
STATION NLIMBER --
DATE
0 ISI PIN OR DRILL. SOLE CERTIFIED SOIL SCIENTIST
TO BE SET SETISACK LEngineers,nc.
PRc' COS LAPPROVED BY TIE WATER POLLUTION C4NTROL AAJT140RITY
CIVIL STRUCTURAL SURVEYING OR UNCAS +,IEALT�I DISTRICT
d
DATE I ALL WORK 0
t�
317 Main Street Norwich, Connecticut SIC�NATU DATE
(860) 886-1966 FE --x (860) 886-9165 SI DATE
CLA e --mail; CLAen rs®aol.com
r
ASSESSORS STREET ADDRESO
3 �—o 0 ASSESSORS LOT NUMBER
S31*31'25"E 93.0X
7.19 *, \ \ \\ \ 1'25,- E
-2
DRAINAGE EASEMENT 1
And Right To Drain
Across Lot 3
T^ Be Conveyed T
21.9 , - Z5 84%32`,35" E VV. %1y
N67*40"50"E if\.094 The Town of Montville
16.08, 20� Area = 3,434 S.F.
\ \ \ \ \ \ \ \ \ \ \ \ \ A \�, -- I.e+u 1. 7 1 9
57.33' .84* 80-25 E
1,37.36 \ �+ `� ` \\ �° \ \ \' \ \ *
Wetland Area
4\111 114? S 81 4on 30,50's E
1.10 E
20.00$1
.6
15" RCP
ELEV=95.21
TYPE "Cl" rc\-'B%
DRAINAGE EASEMENT 1
And Right To Drain
Across Lot 1
To Be Conveyed To
The T,% 4 Montville
Wit %J VIA
-W810 30 178-03' 1-1
Area = 13,628 S.F.
\T.P. \#101 50"W 66.,55,
\ 0 0
42 015 "\W 1 17. S
Drill Hole W/plug 9 v
(set) t4 0 #
I i N8n\ \_1 821
�\ \ �,\ � , \ <,� ''6 \ \ \ / ` - \ \ 5 W\ 0. Gs PARCEL TO BE CONVEYED
10
\ \ \\ ,� \ v 0 256! M TOWN OF MONTVILLE
\ \ v \ v � \ \ \ \ ,57W -9\4-4v S,26-43WE FOR ROAD PURPOSES
vV \� \ r \ v s; \ T.P.,, #2 `18.70 v Area 5142* S.F.
--A,
N
\ 88 \
60
\ \ �\ \ T.P. #102 7
\ \ \ �j \ \- �' -4„ \?\\ p \ \ _ A V A \--7
\ v \ \\ \ a v `. � \ \ \ -W 'N2\ A \ \
L
CL&P
N36*\4�"
�\�°
A 2566 \ 2=lr27.16
" ;
--- 5 1,
6' 'y \t 354-1 $J=.-
\ tS� \� A \ \ \ \ A \ \ A \,. 8 \ \ %
or
\ a�\ \ v A 3 v v v `\ v v
POND SURFACE
off\ �\ \ j \ � \ � � '� `�� -�3 \ \ ELEV.=93.5±
\\ ,� \ \ IV \ A �a 8 p \ \� \ \ \,, \ \ — --14g \ N36,43 3 "W\
# i
136—
v) ------- 3
\\�\ \ \\ \``' a / ; r / fir°' '�.,1,4- �O3
%�
\ \ N34'27 20
T.P.
03-00
TP3 42.84'' 31
40 7(�O 0 3 7
SBX07
45
zz?
ro
\ \ \ __ \\ ,�,
10;P
6� \\ .�� 477 V .34�,,: (551 A 06*10*E C11)
6910
Wet[ond Area 241.86 -1 S
IIA86" 36'08115"E
\/O 114.13
X, bF. 1��\6*\�9 1 O"E
GEORGE DRIVE 2:565,
T.P.`#5
\ - 1 2.\917
;rot \ �``~•\ \ � \ - or 02161t
Iron \v�\\\ \\'\\ \\ \ \ \ v\\ v� \ S89006*10*E----
370.72
(set) 4,10 1,
072
N53* 1535"W
r
T.P.4\ 7
17-23 o,31 � \
\ d
3-00 \ c+
N34"35'25"W \ \ 1 0 #76 � \ \ i
--T-�. #i`07
78.31 le 031
\ � \
IQ� �OO 4
TEST HOLE DATA 03-0 \ � � \ \ \ \ \ T.P. # 6 ,\ \ `-_._ \ �
\A\ A,
OF CLA ENGINEERS ON APRIL 2, 2003 12.18' ';-� 3,42at E��
TEST HOLES OBSERVED BY BOB RUSSO N22*58'45-W
ocl
\\AfeEA\\ 3k,654+1. Pff" T\4/
J� or
'45"W 744
LHI-1
N35 30 \3 Y41CRE
==1 \ Ito 0 X I I I \ \ \ A s
9555 04 A 9 1 1 411b, k
0-8" TOPSOIL, DARK BROWN SANDY LO;kYl
8"-36' STRONG BROWN LOAMY SAN7R)
SANDY LOAM W/COB BLE's
36"-78" BROWN LOAMY SAND W/SILT, COBBLES & STONES
BEDROCK 0 6.51
NO WATER
0-10* TOPSOIL, DARK BROWN SANDY LOA
10-56 MEDIUM BROWN SANDY LOAM
W/COBBLES & PEBBLES
BEDROCK 0 56"
NO WATER
0-11* TOPSOIL, DARK BROWN SANDY LOAM
11"-26" STRONG BROWN SANDY LOAM SUBSOIL
W/COBBLES
26"-89" BROWN SANDY LOAM, W/COBBLES &
STONES, GRADES TO SAND & GRAVEL :0 36"
BEDROCK 0 89"
NO WATER
0-110 TOPSOIL. DARK BROWN SANDY LOAM
STRONG BROWN FINE SANDY LOAM W/PEBBLES
60"-108" BROWN SANDY LOAM W/COBBLES & STONES
NO BEDROCK
GROUNDWATER 0 69
ami
0-12" DARK BROWN SANDY LOAM
STRONG BROWN LOAMY SAND TO SAND
W/PEBBLES
91" BROWN SAND & GRAVEL SATURATED
BEDROCK 0 91"
GROUNDWATER 0 55
9=1 -
0-90 TOPSOIL, DARK BROWN
8"—.50" STRONG BROWN LOAMY SAND
50"-69" BROWN SAND & GRAVEL
69"— 107" GRAY BROWN SAND & GRAVEL
NO BEDROCK
GROUNDWATER 0 69
IW
y \ �r A, \\ \ \ ��1 1 It
* C
11
\7\
N -41•05'25"W
or ACRSS�� \S811)"25"W
:0
We�ond
71
Area \ �'�, A \ \ \ \ \ ��� 1 �" �' -. �� ., V 'sem \ \ 40A I
1/3.45
A
7
\ T.P. 1�4 \ \ \\ N\ \ \ \\
\ \ \ \ \ v-- _ _ \7 Ar
JOG,
D01 Hoie
\ V \ \ ... A \` \ \ \ \ \ A \ \ \ \ \ \,'�� r6p� t \ {fast)
Wetland I Area ;"CP
18" FES
\ \ \ \\ \ \ \ \ .'�• \ �� '�' \ `r I ' \ \ - � / �•� i ELEV= 125.13
\ \ \ \
51
\ \ \ K D�
T, P. # 5 Wetland Area Drill Htle NOTES:
\ \ \ \ \ \ \ \� \ \ \\ \0\
Ond)
M
&
CL&P
12814
:-1, "', - -- \..- ... 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
TEST HOLES OBSERVED BY BOB RUSSO OU, -- ^,* 1 1 -,— ---
�7 Ar --- THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
OF CLA ENGINEERS ON OCTOBER 28, 2003 \ \ \ \ \ \\ \\ \\ \ \ \
\ \ \\ \ \ \ \ \ \\ '�\��AND MAP
S IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
T.H.#1 0 OF LANE) SURVEYORS, INC.
\ \ A. TYPE OF SURVEY: PROPERTY / TOPOGRAPHIC SURVEY & SUBDIVISION MAP
0-9 TOPSOIL, DARK BROWN, !NE SANDY LOAM rill le
9 "-18" 0? B. BOUNDARY DETERMINATION CATEGORY: RESURVEY
STRONG BROWN, STONY rF-1,NE SANDY LOAM W/Plu� C. HORIZONTAL ACCURACY: CLASS A-2
61, "61,
\ � Q) \\-\ (set)
18"-30" BROWN STONY SANDY LOAM 7 61
VERTICAL ACCURACY: CLASS V-2
7,Q, -96
30"-124" STRONG GRAY' & BROWN SANDY LOAM TOPOGRAPHIC ACCURACY: CLASS T-2
TOTAL DEPTH 0 124o\\
" D. INTENT: TO ACCURATELY DEPICT THE BOUNDARIES AND TOPOGRAPHY FOR
BEDROCK 0 124"
GROUNDWATER 104 \2�� \ \ \ \ \
C'
MOTTLES 0 41" NOT WATER TABLE \ \ \
-DOI le
T.H. 1W/Plug SSS
(set)
USE IN FUTURE DEVELOPMENT OF CELS CREATED
2. DATE OF LATEST FIELD WORK: 4/29/03.
3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATION WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY.
04%
0-12 BLACK SILT LOAN! TOPS0I L 11
95y 'If PI'V'4 1D Ir7 �-[ 1 7 on TV I r%E* If"ATE LOT 'Z f%E* T^IAIKI 11
AC" 11 1
12"-34" STRONG BROWN STONY FINE SANDY LOAM
W/GRAY MOTTLES 0 28-
34"-151" GRAY BROWN & STRONG BROWN STONY
SANDY LOAM
TOTAL DEPTH 0 151"
NO BEDROCK
GROUNDWATER 130"
MOTTLES 0 28" NOT WATER TABLE
T. H.# 10
0-10" TOPSOIL, DARK' BROWN SIL7 LOAM
10"-3-17" STRONG BROWN SANDY LOAM
,37"-162" BROWN & GRAY GRAVELLY STONY
COARSE SANDY LOAM
TOTAL DEPTH @ 162"
BEDROCK @ 162"
NO WATER
MOTTLES NONE
Drill Hole
(fnd)
Drill Hatt,
(fnd)
LH.J10
0-8" TOPSOIL, DARK GRAY SILT LOAM
8"-31" SUBSOIL STRONG BROWN SANDY' LOAM
31-101" BROWN SANDY LOAM W/GRAVEL & STONES
TOTAL DEPTH 0 101"
BEDROCK 0 84"-101"
GROUNDWATER 0 96"
MOTTLES 0 31"
41
0-12" TOPSOIL, DARK GRAY FINE SANDY LOAM
12"-26" SUBSOIL STRONG BROWN LOAMY SAND
26"-43" SUBSOIL BROWN STONY, GRAVELLY
43"-147" GRAY BROWN SAND & GRAVEL SANDY LO, -M
TOTAL, DEPTH 0 147"
BEDROCK 0 130"-147"
GROUNDWATER 0 140"
NO MOTTLES
T.H. #10 T.H.#107
0-10" TOPSOIL, DARK BROWN FINE SANDY LOAM 0-6" TOPSOIL, DARK BROWN FINE SANDY LOAM
10"-32" SUBSOIL, STRONG BROWN SANDY LOAM 6"-22" SUBSOIL VERY STONY STRONG BROWN SANDY LOAM
32"-161" GRAY BROWN GRAVELLY COARSE SANDY LOAM 22"-98" VERY STONY BROWN SANDY LOAM
TOTAL DEPTH 0 161 TOTAL DEPTH 0 98"
NO BEDROCK BEDROCK 0 98"
GROUNDWATER 0 152" NO WATER
NO MOTTLES NO MOTTLES
CURVE TABLE
Z) F- %2 F -ASSESSOR S MAP 31.
5. CONTOURS ARE BASED ON AN ASSUMED DATUM.
6. MAP IREF17-RENCE: SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE
OF M.,
60 so-
A
011,01MR,
SCALE: 1"=50'
roysTow,
90.10,00
MA E,
Title LA IS gineers,, Inc.
W, I Key.
0 MYsTeM
4
11/26/03 Easement Metes & Bounds CIVIL - STRUCTURAL - SURVEYING
=mom
10/28/03 Test Holes Added
37*27'20"--JN=1#A
wMEN
2
9/1.8/03Engineers Comments
3T27'20
N7271 0" 1 O"E !ME-EJQ:=
NO
Dste Revision 8f 0) 886-1966 Fax (860) 886-9165
46
BELIEF THIS PLAN IS SUBSTANTIALLY
Boundary Topographic Survey Project No.
CORRECT(�AS NOTED OR
DEPICTED HEREON.
CIA -2979
& SubdivInsm' Map
Proj. Engineer
EF Me- IMI
I
ROBERT "AiLLEN, L.L'S-.
N45*3730"E.
E.M.B.
PROPERTY CSF
N65*20*45"W
04/28/03
PO, L.L.C.
� r
Shoat No.
420 Maple Avenue
R T
OME
0=71 M
SPIM M
K bm
N60#33'1 0"E 1�t�
DRAINAGE EASEMENT 1
And Right To Drain
Across Lot 1
To Be Conveyed To
The T,% 4 Montville
Wit %J VIA
-W810 30 178-03' 1-1
Area = 13,628 S.F.
\T.P. \#101 50"W 66.,55,
\ 0 0
42 015 "\W 1 17. S
Drill Hole W/plug 9 v
(set) t4 0 #
I i N8n\ \_1 821
�\ \ �,\ � , \ <,� ''6 \ \ \ / ` - \ \ 5 W\ 0. Gs PARCEL TO BE CONVEYED
10
\ \ \\ ,� \ v 0 256! M TOWN OF MONTVILLE
\ \ v \ v � \ \ \ \ ,57W -9\4-4v S,26-43WE FOR ROAD PURPOSES
vV \� \ r \ v s; \ T.P.,, #2 `18.70 v Area 5142* S.F.
--A,
N
\ 88 \
60
\ \ �\ \ T.P. #102 7
\ \ \ �j \ \- �' -4„ \?\\ p \ \ _ A V A \--7
\ v \ \\ \ a v `. � \ \ \ -W 'N2\ A \ \
L
CL&P
N36*\4�"
�\�°
A 2566 \ 2=lr27.16
" ;
--- 5 1,
6' 'y \t 354-1 $J=.-
\ tS� \� A \ \ \ \ A \ \ A \,. 8 \ \ %
or
\ a�\ \ v A 3 v v v `\ v v
POND SURFACE
off\ �\ \ j \ � \ � � '� `�� -�3 \ \ ELEV.=93.5±
\\ ,� \ \ IV \ A �a 8 p \ \� \ \ \,, \ \ — --14g \ N36,43 3 "W\
# i
136—
v) ------- 3
\\�\ \ \\ \``' a / ; r / fir°' '�.,1,4- �O3
%�
\ \ N34'27 20
T.P.
03-00
TP3 42.84'' 31
40 7(�O 0 3 7
SBX07
45
zz?
ro
\ \ \ __ \\ ,�,
10;P
6� \\ .�� 477 V .34�,,: (551 A 06*10*E C11)
6910
Wet[ond Area 241.86 -1 S
IIA86" 36'08115"E
\/O 114.13
X, bF. 1��\6*\�9 1 O"E
GEORGE DRIVE 2:565,
T.P.`#5
\ - 1 2.\917
;rot \ �``~•\ \ � \ - or 02161t
Iron \v�\\\ \\'\\ \\ \ \ \ v\\ v� \ S89006*10*E----
370.72
(set) 4,10 1,
072
N53* 1535"W
r
T.P.4\ 7
17-23 o,31 � \
\ d
3-00 \ c+
N34"35'25"W \ \ 1 0 #76 � \ \ i
--T-�. #i`07
78.31 le 031
\ � \
IQ� �OO 4
TEST HOLE DATA 03-0 \ � � \ \ \ \ \ T.P. # 6 ,\ \ `-_._ \ �
\A\ A,
OF CLA ENGINEERS ON APRIL 2, 2003 12.18' ';-� 3,42at E��
TEST HOLES OBSERVED BY BOB RUSSO N22*58'45-W
ocl
\\AfeEA\\ 3k,654+1. Pff" T\4/
J� or
'45"W 744
LHI-1
N35 30 \3 Y41CRE
==1 \ Ito 0 X I I I \ \ \ A s
9555 04 A 9 1 1 411b, k
0-8" TOPSOIL, DARK BROWN SANDY LO;kYl
8"-36' STRONG BROWN LOAMY SAN7R)
SANDY LOAM W/COB BLE's
36"-78" BROWN LOAMY SAND W/SILT, COBBLES & STONES
BEDROCK 0 6.51
NO WATER
0-10* TOPSOIL, DARK BROWN SANDY LOA
10-56 MEDIUM BROWN SANDY LOAM
W/COBBLES & PEBBLES
BEDROCK 0 56"
NO WATER
0-11* TOPSOIL, DARK BROWN SANDY LOAM
11"-26" STRONG BROWN SANDY LOAM SUBSOIL
W/COBBLES
26"-89" BROWN SANDY LOAM, W/COBBLES &
STONES, GRADES TO SAND & GRAVEL :0 36"
BEDROCK 0 89"
NO WATER
0-110 TOPSOIL. DARK BROWN SANDY LOAM
STRONG BROWN FINE SANDY LOAM W/PEBBLES
60"-108" BROWN SANDY LOAM W/COBBLES & STONES
NO BEDROCK
GROUNDWATER 0 69
ami
0-12" DARK BROWN SANDY LOAM
STRONG BROWN LOAMY SAND TO SAND
W/PEBBLES
91" BROWN SAND & GRAVEL SATURATED
BEDROCK 0 91"
GROUNDWATER 0 55
9=1 -
0-90 TOPSOIL, DARK BROWN
8"—.50" STRONG BROWN LOAMY SAND
50"-69" BROWN SAND & GRAVEL
69"— 107" GRAY BROWN SAND & GRAVEL
NO BEDROCK
GROUNDWATER 0 69
IW
y \ �r A, \\ \ \ ��1 1 It
* C
11
\7\
N -41•05'25"W
or ACRSS�� \S811)"25"W
:0
We�ond
71
Area \ �'�, A \ \ \ \ \ ��� 1 �" �' -. �� ., V 'sem \ \ 40A I
1/3.45
A
7
\ T.P. 1�4 \ \ \\ N\ \ \ \\
\ \ \ \ \ v-- _ _ \7 Ar
JOG,
D01 Hoie
\ V \ \ ... A \` \ \ \ \ \ A \ \ \ \ \ \,'�� r6p� t \ {fast)
Wetland I Area ;"CP
18" FES
\ \ \ \\ \ \ \ \ .'�• \ �� '�' \ `r I ' \ \ - � / �•� i ELEV= 125.13
\ \ \ \
51
\ \ \ K D�
T, P. # 5 Wetland Area Drill Htle NOTES:
\ \ \ \ \ \ \ \� \ \ \\ \0\
Ond)
M
&
CL&P
12814
:-1, "', - -- \..- ... 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
TEST HOLES OBSERVED BY BOB RUSSO OU, -- ^,* 1 1 -,— ---
�7 Ar --- THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
OF CLA ENGINEERS ON OCTOBER 28, 2003 \ \ \ \ \ \\ \\ \\ \ \ \
\ \ \\ \ \ \ \ \ \\ '�\��AND MAP
S IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
T.H.#1 0 OF LANE) SURVEYORS, INC.
\ \ A. TYPE OF SURVEY: PROPERTY / TOPOGRAPHIC SURVEY & SUBDIVISION MAP
0-9 TOPSOIL, DARK BROWN, !NE SANDY LOAM rill le
9 "-18" 0? B. BOUNDARY DETERMINATION CATEGORY: RESURVEY
STRONG BROWN, STONY rF-1,NE SANDY LOAM W/Plu� C. HORIZONTAL ACCURACY: CLASS A-2
61, "61,
\ � Q) \\-\ (set)
18"-30" BROWN STONY SANDY LOAM 7 61
VERTICAL ACCURACY: CLASS V-2
7,Q, -96
30"-124" STRONG GRAY' & BROWN SANDY LOAM TOPOGRAPHIC ACCURACY: CLASS T-2
TOTAL DEPTH 0 124o\\
" D. INTENT: TO ACCURATELY DEPICT THE BOUNDARIES AND TOPOGRAPHY FOR
BEDROCK 0 124"
GROUNDWATER 104 \2�� \ \ \ \ \
C'
MOTTLES 0 41" NOT WATER TABLE \ \ \
-DOI le
T.H. 1W/Plug SSS
(set)
USE IN FUTURE DEVELOPMENT OF CELS CREATED
2. DATE OF LATEST FIELD WORK: 4/29/03.
3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATION WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY.
04%
0-12 BLACK SILT LOAN! TOPS0I L 11
95y 'If PI'V'4 1D Ir7 �-[ 1 7 on TV I r%E* If"ATE LOT 'Z f%E* T^IAIKI 11
AC" 11 1
12"-34" STRONG BROWN STONY FINE SANDY LOAM
W/GRAY MOTTLES 0 28-
34"-151" GRAY BROWN & STRONG BROWN STONY
SANDY LOAM
TOTAL DEPTH 0 151"
NO BEDROCK
GROUNDWATER 130"
MOTTLES 0 28" NOT WATER TABLE
T. H.# 10
0-10" TOPSOIL, DARK' BROWN SIL7 LOAM
10"-3-17" STRONG BROWN SANDY LOAM
,37"-162" BROWN & GRAY GRAVELLY STONY
COARSE SANDY LOAM
TOTAL DEPTH @ 162"
BEDROCK @ 162"
NO WATER
MOTTLES NONE
Drill Hole
(fnd)
Drill Hatt,
(fnd)
LH.J10
0-8" TOPSOIL, DARK GRAY SILT LOAM
8"-31" SUBSOIL STRONG BROWN SANDY' LOAM
31-101" BROWN SANDY LOAM W/GRAVEL & STONES
TOTAL DEPTH 0 101"
BEDROCK 0 84"-101"
GROUNDWATER 0 96"
MOTTLES 0 31"
41
0-12" TOPSOIL, DARK GRAY FINE SANDY LOAM
12"-26" SUBSOIL STRONG BROWN LOAMY SAND
26"-43" SUBSOIL BROWN STONY, GRAVELLY
43"-147" GRAY BROWN SAND & GRAVEL SANDY LO, -M
TOTAL, DEPTH 0 147"
BEDROCK 0 130"-147"
GROUNDWATER 0 140"
NO MOTTLES
T.H. #10 T.H.#107
0-10" TOPSOIL, DARK BROWN FINE SANDY LOAM 0-6" TOPSOIL, DARK BROWN FINE SANDY LOAM
10"-32" SUBSOIL, STRONG BROWN SANDY LOAM 6"-22" SUBSOIL VERY STONY STRONG BROWN SANDY LOAM
32"-161" GRAY BROWN GRAVELLY COARSE SANDY LOAM 22"-98" VERY STONY BROWN SANDY LOAM
TOTAL DEPTH 0 161 TOTAL DEPTH 0 98"
NO BEDROCK BEDROCK 0 98"
GROUNDWATER 0 152" NO WATER
NO MOTTLES NO MOTTLES
Z) F- %2 F -ASSESSOR S MAP 31.
5. CONTOURS ARE BASED ON AN ASSUMED DATUM.
6. MAP IREF17-RENCE: SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE
0
100'
AVENUE, MONTVILLE, CONNECTICUT, DATE: MARCH 17, 1988, DATE: 1"=40', REV. JUNE 21,
SCALE: 1"=50'
1988 BY ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC.
5
Title LA IS gineers,, Inc.
4
11/26/03 Easement Metes & Bounds CIVIL - STRUCTURAL - SURVEYING
3
10/28/03 Test Holes Added
2
9/1.8/03Engineers Comments
1
8 20/03: Staff Comments 317 Main Street Norwich, Connecticut
NO
Dste Revision 8f 0) 886-1966 Fax (860) 886-9165
TO MY KNOWLEDGE AND
BELIEF THIS PLAN IS SUBSTANTIALLY
Boundary Topographic Survey Project No.
CORRECT(�AS NOTED OR
DEPICTED HEREON.
CIA -2979
& SubdivInsm' Map
Proj. Engineer
ROBERT "AiLLEN, L.L'S-.
#12331 DATE
E.M.B.
PROPERTY CSF
Date:
04/28/03
PO, L.L.C.
Shoat No.
420 Maple Avenue
Town of Montville, Connecticut
6 10/30/03 Lot 6 Regraded
\ �� \ \ TEMPORARY SEDIt*ENTATION BASIN 5 10/14/03 Engineers Comments
4 12Z,3/o3 Eng neers Comments
\ \ � \ TO BE MAINTAINED DURIWG 3 9/ie/o3 En `neem Comments
CONSTRUCTION 2 V1 . 5/ Staff Comments
MINIMUM VOLUMEx!25- 93
\ \ \ ~•• 1 \� \ a
I'm OPOSED LIMIT OF TREE LINE 1 8/20/03 Staff Comments
\ \ \ \ \ CLEARINS3
No. Date Revision
SILT FENCE BACKED
\ � •�> W1 NAY SALES
Of
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IF
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20 SLOPE L 00511
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BENCH SILT PENCE BACKED
\ \ \ STONE L IWD\, x W1 AAYSALES AT
\ \ ` 1\ %, LEVEL SP%tEA1*R OUTLET
ELE.$ 115 5 ?K\
\ \ \ �\ _ A ` Sa' ` •. \ N \ \ INSTALL S` WIDE GRASS LIKED
I &LIALE TO DIRECT RLINOFF
v t \ - AWAY FROM THE SLOPE
\ ] \ 1 i \ \ \ — SET15ACK
3&,SETSACK
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TEro"00RARY SED 11-SENTAION BASIN
\ \ i� \ -ac- ----••....,,__ TO BE MAINTAINE C)
C97145TRUCTION
MIN IML M VOLUME xI50
IR I'VISION
t.
INSTALL GRASS I
DIVERSION SWAL TO
RLNOFr- AWAY ::Iij;
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TEMPORARY SEDIMENTATION 25 LO 5
TO BE H ANTAINED DURING
BASIN TO BE MAINTAINED 10 \
4 MULC�4 44i�
CAONPTRUrTIO�
DURA CONSTRUCTI(74,
Mthimm VOLUME
MINIMUM 'VOLUME A v\\
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N
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SWALE TO DIRECT RLINOFF NN L
AWAY E SLOPE�, \ \ , V ` \ � ' V \ v � � \ , INSTALL 2:1 ISL
AN'tORAIN
DIRECTED TO THE WETLANDS
15'SETSACK
WALL \ \ , , � \ \ ;
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N cp
\ --
CURTAN DRAIN
7. i BLFFE
\11CUR2AIN &"N BE 50' WETLANDA 25
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LUETLAND AREA TO BE
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TE
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WORIZONTAL SCALE- 1's 40'
VERTICAL SCALE= 1"s 4'
MOD IFI D RIP -RAP
136
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128
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124
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116
114
1121
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REPLACE CULVERT 4 WEADW 4LL
— WY 36" RGP CULVERT 4 F.E.U.
INV.s X360
MODFIED RIPRAP
PREFORMED SCOUR 14OLE
(W X 15')
REPLACE T 'O' C8
UJ/ TYPEIC11 Ce
TF s hWA
INV =S&.b (1N 4 OUT)
SEWER MANWOLE
_ STA. 0+14
TFs 101.4
INVB SS.@s
60 L1` - 15" RCP SLC m 10%
GAP 8" 0.1. FOR CONNECTION
TO FUTURE WATER MAIN
STOP BAR 4 STOP SIGN
68 LF - Oil fcvc
SL = 1,
26'
C4WECT TO EXISTING MANWOLE
5rs+4 <��v�D ov���W/ INSIDE D (SEE DETAIL)
TF = ID1.91 INV.= S4.3
INv= W_a±
DG�SLE
T` FE "C" CAT014 IN
�T1j a 101.4sy
WATER SERVICE
STREET LIC44T
µA�
Ii13 78V GLA
LA Eng"neers,,Inc.
IYIL •�'�' TF�UcT"%I1�,AY, - SLTR'iTEYI�iG`r
3 �/1�4/�� Engineers Comments
2 9/18/03 Engineers Comments
. 1 8/20/03 Staff Comments 317 Main Street Norwich, Connecticut
, (860 585--1855 Fax (��(860) 886-9165�1�5
No. Date Revision
i1 1�����/ Project No. '* SOF �j�r L.L.C. CIA -2979
i
l�G•''",.� Proj. Fmgineer
.. MAPLE AVENUE Dote:
K
04/28/03
✓1
® 9 ��. r t` •� SUBDEInVOISION
Fr, ,
yI� �1 S
/ `...moi 1�' ♦ Sheet No.
�jt l Jt 411 ilt1���,'� f
C SG 1 DRAINAGE PLAN
1:4011W
to 1;� 4 z I I z6z�11111111111111
HYDRANT AND VALVE ASSEMBLY SHALL BE AT 4.5 - 5' DEPTH
AT ALL TIMES, IF MAIN UNE IS LOWER, (6';), HYDRANT BRANCH
SHALL BE CONSTRUCTED WITH 45* SENDS TO 013TAIN THE
HIGHER ELEVATION PRIOR TO THE VALVE.
SUDS TYPE VALVE BOX
GATE VALVE DIRECTION
TO OPEN AS DIRECTED APPROVED GATE 13OX MECHANICAL JOINT TEE
BY OWNER BOTTOM SECTION
A
CONCRETE THRUST
_j BLOCK
NOTE
D.I. WATER MAIN HYDRANT ANCHORING TEE MAY
(CLASS 52) M.J. ENDS WITH BE SUBSTITUTED ON S' OULET
RETAINER GLANDS AND BOLTED DIRECTLY TO GATE
VALVE
NOT TO SCALE
ACTUAL 1ES1 PRESSURE IS 200 PSI AND ALL BEARING AREA
NUMBERS ABOVE MUST BE MULTIPLIED BY 2
1. POUR THRUST BLOCKS ACmAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL
NO JOINTS SHALL BE COVERED WITH CONCRETE.
2. ON BENDS AND TEES, EX`TEND THRUST SLOCKS FULL LENGTH OF FITTING.
3. PLACE BOARD IN FRONT OF ALL CAPS BEFORE POURING THRUST BLOCK.
4. REQUIREMENTS OF THE ABM TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER
SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED.
TYMAL TWUST BLOCK DETAILS
AND DRAMSK)NS -WATER MAIN)
NOT TO SCALE
m
WATER NOTES
oo•
1* ASPHALT FELT
WRAPPING
MIN. I
MAX. 2* -0* EDGE OF
PAVEMENT
12n
3/4- CRUSHED
STONE
raw
4" CLEAN FILL---` TRENCH
LOAM & SEED CRO8kSmSEm%Aft,;TlON
NOT TO SCALE
EXISTING GRADE
OR ROADWAY SECTION
<7
TRENCH EXcAvA:rjON
X 8%8" TEE
COMPACTED SUITABLE X\/ PAY LIMITS CONNECTION
NATIVE MATERIAL
DETECTABLE WARNING TAPE
8"
X1 PVC MAIN
X/
24" FILTER FABRIC FLOW
SEWER PIPE (CONTINUOUS)
p 0(0) Cl
0
0,
ND
00-
ol� 9" !A D=INSIDE
j ° R
3" DIAMETI-
-
--� \
OF PIPE A
A
DPRESHAPE BEDDING TO
3/4" CRUSHED STONE k.___FIT PIPE CONTOUR
BACKFILL AND BEDDING
X
A
00 UOUCONNECT 8" PVC To
U ,
6" MINIMUM j � °
STAINLESS STEEL STRAPS
�,; j 12'" MINIMUM RISER SECTIONS WITH
OVER EARTH (y, OVER ROCK
AT 2' O.C.
A
TRENCH WIDTH: 3
Q ANITARY SEWER BEDDING DETAIL
%fF'l
NOT TO SCALE
DETENTION BASIN OUTLET ------- MODIFIED RIPRAP PROPOSED TYPE "C" GRADE STAKE
STRUCTURE OVERFLOW GRATE CATBASIN TF= 100.8 SILT FENCE
ELEV. 101.6 FILTER CLOTH HAY BALE, 2 STAKZS
ELEV. 103.2 FLOW REQUIRED EACH B,,LE
ELEV. 102.6 UNDISTURBED SOIL
o00
EMBED FILTER CLOTH
8" MIN. INTO GROUND
TALIGN CORE TQ PREVEN'
A\z,
G RAD E STAKES TW
ONFLICT WITH EXI
IN
r EACH BALE (T)P,) MANHOLE LADDEI
,a tl PVC
Um
0@00
(MUST MUTT PLY BEARING AREA
BY 2 FOR NUMBER OF PIPES)
WRAP FITTING W/BUILDING
PAPER PRIOR TO INSTALUNG
THRUST BLOCK
9 - md.1 :.'2,1
z -
vl_»
V07 A
REINFORCING RODS - SEND,
HOCK AND TIE INTO CONCRETE,
EXPOSED RODS TO BE
BITUMINOUS COATED
H
GRAVITY BLOCK BLOCK
SIZED BY VOLUME AS
DETERMINED BY THE
ENGINEER
THRUST BLOCK VEMCAL
1. WATER MAINS SHALL BE MINIMUM CLASS 52 CEMENT -LINED DUCTILE IRON
PIPE WITH PUSH -ON JOINTS, IN ACCORDANCE WITH AWWA 0104, C111 AND
C150, MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 AND
THE JEWETT CITY WATER COMPANY STANDARD DETAILS.
2. HYDRANTS SHALL BE OPEN LEFT, 3 -WAY HYDRANTS, WITH A 5-1/4" VALVE
AND MECHANICAL JOINT CONNECTION IN ACCORDANCE WITH AWWA C500,
ACCEPTABLE MANUFACTURERS ARE MUELLER OR KENNEDY.
3, GATE VALVES SHALL BE OPEN LEFT, RESILIENT SEAT GATE VALVES WITH
MECHANICAL JOINT CONNECTIONS, IN ACCORDANCE WITH AWWA C500.
ACCEPTABLE MANUFACTURERS ARE CLOW, MUELLER, OR KENNEDY.
4. ALL FITTINGS SHALL BE MECHANICAL JOINT, CEMENT LINED RUTILE
IRON CLASS 52 OR GREATER, IN ACCORDANCE WITH AWWA C153.
5. DISINFECTION AND PRESSURE TESTING -- UPON COMPLETION, ALL MAINS,
SERVICES AND OTHER PIPING AND APPURTENANCES SHALL BE PRESSURE
AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA C600, AND DISINFECTED
IN ACCORDANCE WITH AWWA C651,
6. SHOP DRAWINGS FOR ALL MATERIALS TO BE USED ON THE JOB SHALL BE
SUBMITTED TO THE TOWN OF MONTVILLE W.P.Ck FOR APPROVAL.
7. AS -BUILT DRAWINGS WILL BE SUPPLIED TO THE TOWN OF MONTVILLE W.P.C.A.
WITHIN 90 DAYS AFTER ACCEPTANCE OF THE MAIN BY THE
TOWN OF MONTVILLE W.P.C.A..
A
R
W
IAJ
lWo4-DLUA*r 5ALWACE Ilk
:211
LIP—
L�
i SASE ASE
f TG I;W= I—ERVIOU5 FIL I EIR FAMPRIC
6" LOWER Tl IAN TOP
OF BASIN 13ERM
DETENTION BASW SPILLWAY
NOT TO SCALE
CONSTRUCTION NOTES:
PROPOSED OR EXISTING 1, SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE
ROADWAY SECTION
(SEE PAVEMENT REPLACEMENT WITH STAPLES, 6" ON CENTER,
WHEN APPLICABLE)
/ 4F 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED.
>;
4.5' MIN. COVER 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE
FOR WATER MAIN DETECTABLE WARNING TAPE
OR AS SHOWN CONTINUOUS ALONG
ON THE PLANS MAIN AND SERVICES
COMPACTED SUITABLE ADJACENT BALES.
NATIVE MATERIAL OR PAY LIMITS FOR TRENCH
""AHAY- BALE/SLT FENCE
GRAVEL FILL AS DIRECTED ;OVATION, NE X, i. , ROCK -
BY
ENGINEER j Lff'CAVATION AND
Fk_t MATERIAL EROSION TldN
PIPE NOT TO SCALE
D=INSIDE
SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL
AREAS SHOWN ARE BASED ON 100 PSI TEST PRESSURE (SEE NOTE BELOW)
12r$
DIAMETER
PIPE SIZE
OF PIPE
12„
GRAVEL/SAND
MIAMI
PIPE BEDDING
m
OTH TE
UR
SQUARE FEET OF CONCRETE "THRUST BLOCKING 'FOR OTHER TEST PRESSURES
FOR THE
IS DIRECTLY PROPORTIONAL TO THE ABOVE TABLE. FOR INSTANCE, AT
�
i
ABOVE
200 PSI TEST PRESSURE THE ABOVE NUMBERS DOUBLE. THE ABOVE
REACTIONS
NUMBERS REPRESENT MINIMUM ALLOWABLE SIZES FOR THRUST BLOCKS
ACTUAL 1ES1 PRESSURE IS 200 PSI AND ALL BEARING AREA
NUMBERS ABOVE MUST BE MULTIPLIED BY 2
1. POUR THRUST BLOCKS ACmAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL
NO JOINTS SHALL BE COVERED WITH CONCRETE.
2. ON BENDS AND TEES, EX`TEND THRUST SLOCKS FULL LENGTH OF FITTING.
3. PLACE BOARD IN FRONT OF ALL CAPS BEFORE POURING THRUST BLOCK.
4. REQUIREMENTS OF THE ABM TABLE PRESUME MINIMUM SOIL BEARING OF ONE TON PER
SQUARE FOOT, AND MAY BE VARIED BY THE ENGINEER TO MEET OTHER CONDITIONS ENCOUNTERED.
TYMAL TWUST BLOCK DETAILS
AND DRAMSK)NS -WATER MAIN)
NOT TO SCALE
m
WATER NOTES
oo•
1* ASPHALT FELT
WRAPPING
MIN. I
MAX. 2* -0* EDGE OF
PAVEMENT
12n
3/4- CRUSHED
STONE
raw
4" CLEAN FILL---` TRENCH
LOAM & SEED CRO8kSmSEm%Aft,;TlON
NOT TO SCALE
EXISTING GRADE
OR ROADWAY SECTION
<7
TRENCH EXcAvA:rjON
X 8%8" TEE
COMPACTED SUITABLE X\/ PAY LIMITS CONNECTION
NATIVE MATERIAL
DETECTABLE WARNING TAPE
8"
X1 PVC MAIN
X/
24" FILTER FABRIC FLOW
SEWER PIPE (CONTINUOUS)
p 0(0) Cl
0
0,
ND
00-
ol� 9" !A D=INSIDE
j ° R
3" DIAMETI-
-
--� \
OF PIPE A
A
DPRESHAPE BEDDING TO
3/4" CRUSHED STONE k.___FIT PIPE CONTOUR
BACKFILL AND BEDDING
X
A
00 UOUCONNECT 8" PVC To
U ,
6" MINIMUM j � °
STAINLESS STEEL STRAPS
�,; j 12'" MINIMUM RISER SECTIONS WITH
OVER EARTH (y, OVER ROCK
AT 2' O.C.
A
TRENCH WIDTH: 3
Q ANITARY SEWER BEDDING DETAIL
%fF'l
NOT TO SCALE
DETENTION BASIN OUTLET ------- MODIFIED RIPRAP PROPOSED TYPE "C" GRADE STAKE
STRUCTURE OVERFLOW GRATE CATBASIN TF= 100.8 SILT FENCE
ELEV. 101.6 FILTER CLOTH HAY BALE, 2 STAKZS
ELEV. 103.2 FLOW REQUIRED EACH B,,LE
ELEV. 102.6 UNDISTURBED SOIL
o00
EMBED FILTER CLOTH
8" MIN. INTO GROUND
TALIGN CORE TQ PREVEN'
A\z,
G RAD E STAKES TW
ONFLICT WITH EXI
IN
r EACH BALE (T)P,) MANHOLE LADDEI
,a tl PVC
Um
0@00
(MUST MUTT PLY BEARING AREA
BY 2 FOR NUMBER OF PIPES)
WRAP FITTING W/BUILDING
PAPER PRIOR TO INSTALUNG
THRUST BLOCK
9 - md.1 :.'2,1
z -
vl_»
V07 A
REINFORCING RODS - SEND,
HOCK AND TIE INTO CONCRETE,
EXPOSED RODS TO BE
BITUMINOUS COATED
H
GRAVITY BLOCK BLOCK
SIZED BY VOLUME AS
DETERMINED BY THE
ENGINEER
THRUST BLOCK VEMCAL
1. WATER MAINS SHALL BE MINIMUM CLASS 52 CEMENT -LINED DUCTILE IRON
PIPE WITH PUSH -ON JOINTS, IN ACCORDANCE WITH AWWA 0104, C111 AND
C150, MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 AND
THE JEWETT CITY WATER COMPANY STANDARD DETAILS.
2. HYDRANTS SHALL BE OPEN LEFT, 3 -WAY HYDRANTS, WITH A 5-1/4" VALVE
AND MECHANICAL JOINT CONNECTION IN ACCORDANCE WITH AWWA C500,
ACCEPTABLE MANUFACTURERS ARE MUELLER OR KENNEDY.
3, GATE VALVES SHALL BE OPEN LEFT, RESILIENT SEAT GATE VALVES WITH
MECHANICAL JOINT CONNECTIONS, IN ACCORDANCE WITH AWWA C500.
ACCEPTABLE MANUFACTURERS ARE CLOW, MUELLER, OR KENNEDY.
4. ALL FITTINGS SHALL BE MECHANICAL JOINT, CEMENT LINED RUTILE
IRON CLASS 52 OR GREATER, IN ACCORDANCE WITH AWWA C153.
5. DISINFECTION AND PRESSURE TESTING -- UPON COMPLETION, ALL MAINS,
SERVICES AND OTHER PIPING AND APPURTENANCES SHALL BE PRESSURE
AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA C600, AND DISINFECTED
IN ACCORDANCE WITH AWWA C651,
6. SHOP DRAWINGS FOR ALL MATERIALS TO BE USED ON THE JOB SHALL BE
SUBMITTED TO THE TOWN OF MONTVILLE W.P.Ck FOR APPROVAL.
7. AS -BUILT DRAWINGS WILL BE SUPPLIED TO THE TOWN OF MONTVILLE W.P.C.A.
WITHIN 90 DAYS AFTER ACCEPTANCE OF THE MAIN BY THE
TOWN OF MONTVILLE W.P.C.A..
A
R
W
IAJ
lWo4-DLUA*r 5ALWACE Ilk
:211
LIP—
L�
i SASE ASE
f TG I;W= I—ERVIOU5 FIL I EIR FAMPRIC
6" LOWER Tl IAN TOP
OF BASIN 13ERM
DETENTION BASW SPILLWAY
NOT TO SCALE
CONSTRUCTION NOTES:
PROPOSED OR EXISTING 1, SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE
ROADWAY SECTION
(SEE PAVEMENT REPLACEMENT WITH STAPLES, 6" ON CENTER,
WHEN APPLICABLE)
/ 4F 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED.
>;
4.5' MIN. COVER 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE
FOR WATER MAIN DETECTABLE WARNING TAPE
OR AS SHOWN CONTINUOUS ALONG
ON THE PLANS MAIN AND SERVICES
COMPACTED SUITABLE ADJACENT BALES.
NATIVE MATERIAL OR PAY LIMITS FOR TRENCH
""AHAY- BALE/SLT FENCE
GRAVEL FILL AS DIRECTED ;OVATION, NE X, i. , ROCK -
BY
ENGINEER j Lff'CAVATION AND
Fk_t MATERIAL EROSION TldN
PIPE NOT TO SCALE
D=INSIDE
j
;�
12r$
DIAMETER
OF PIPE
12„
GRAVEL/SAND
PIPE BEDDING
j
�
i
PRESHAPE BEDDING TO
18'
X
0
FIT PIPE CONTOUR
9
6" MINIMUM
12" NAINIMUM
OVER EARTH
OVER ROCK
CULVERT END A
PAYMENT LIMIT
3'—a„
WATER MAIN
AND SERVICE
TRENCH
DETAIL
36- RCPF(
_j Wo , P Q ��
NOT TO SCALE
-
-,/777 77777=777777
SIT. Culex (BEYOND)
DRIVEWAY
2 " COMPACTED
BITUMINOUS
CONCRETIEE
4" COMPACTED PROCESSED
GRAVEL BASE
BITUMINOUS CONCRETE DRIVES
NOT TO SCALE
pffim
3
140DIFIED RIPRAP
V-0- (MIN.) FIERM
STONE CHECK CAM
NOT TO SCALE
CULVERT END
36" Rcp T
6" GRAVEL FILL
MODIFIED RIPRAP
U-)
00
3
%-- GEOTEXTILE
SECTION _-A
PREFORMED SCOUR HOLE TYPE 1 DETAL
NOT TO SCALE
BRICK OR M,
TABLE &
80 PVC
8" TEE
4NECTION
NECT 8" PVC TO
"R SECTIONS WITH
N ES STEEL STRAPS
F,$ O.C.
OUTLET 8" PVC
TO FOLLOW FLOW
3:
0
U.
PL&I - INVERT TABLE
FORCE MAIN CONVECTION
2 rm
INTO EXISTING STANDARD MAHNOLM
N.T.S.
�i �DRAINAGE PIPE
3'
MODIFIED RIPRAP
24* THICK
PERVIOUS
FILTER FABRIC
0
0
15' SUBGRADE 20 VARIES 2'
JD LAN SEC`n0N
RIP - RAP SPLASH PAD DETAIL
NOT TO SCALE
2 o/ i 4 03 ENGINEERS COMMENT
1 _.8/20 �03 Staff Comments
No. Date Revision
Of. C
k
NAL '
CLA Engineers, Inc.
j CIVIL - STRUCTURALL , SURVEYM(;
E
317 Main Street Norwich, Connecticut
(880) 886-1966 Fax (860) 888-9165
Project No.
HEF10 L.L.C. CIA -2979
Proj. Enginee
E.M.B.
MAPL--E AVENUE - Date:
SUBDIVISION AUGUST 2003
Sheet NO.
M7ALS 5
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35 VACEXISTING
12'
T-0' (MIN.)
GRADE
31-3A'
1810
3•_S•
TRENCH
WIDTH
OR ROADWAY SECTION
P
U-CLAMAG
Awl"
WABOLTS _000
99NTUCKY
20 0Ab
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20 CA&
x� 7 7 777
PE AL RYE RASS
5 Cie
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COMPACTED SUITABL
OVERFLOW GRATE
7W 194CMD SEZONG DATES Aftz
NATIVE MATERIAL OR
GRAVEL FILL
ELEVATION 101.6
APML I rJLW IS AND AWMT I IS
TRENCH EXCAVATION
R&LOU*AS SEWN%, P"W1 OEM IED UT44 A ROWER tILLC34 W1114 WEED FFM STRAJJJ
"WIAMELY FML0WfWx SEWWjL IF A f"PWa4T YtoWTATWPE STAND CANNOT BE "TA6L.1$HW
my SIEPT 30, AP40LY A I NMoNRY C4:FVSR ON TWFE TOPWIL
5,_0
_V r
0 0 AS
4" MINRILIM 0
3-4" SIZE STOW
FILTER FAISRIC
GRASS LINED DI ERS N SWALE
NISTRUCTmK""')N ENTRANCE NOT TZ SCALE
CLA NOT TO SCALE
CULVERT
DIAMETER
MAX"
TRENCH
WIDTH
12'
T-0' (MIN.)
15'
31-3A'
1810
3•_S•
24#
4$_01
?-RT LIMITS
D=INSIDE PIPE TRASH RACK
DIAMETER
OF PIPE SEE DETAIL
COMPACTED GRAVEL FILL 10" 0 HOLE
CONFORMING TO ARTICAL ELEV 99.5
M.02.01
INFLOW
IMBED TRASH
RACK 12* (MIN)
PRE HAPE BEDDING TO
NOTEt FIT PIPE CONTOUR BASIN
INSTALL PERFORATED PIPE WIHOLES B0170M
%�� n I I
UP AND INSTALL 12# WIDTH OF 3/4' EL 98.0
STONE ON ALL SIDES OF THE PERF, 6' MINIMUM 12' MINIMUM
PIPE ENEVELOPE STONE IN FILTER OVER EARTH AVER ROCK U --CLAMP
FABRIC WAAG BOLT
/A 77y (12" O.C.-TYPE
N- 2" GRAVEL FILL WHEN
UNSUITABLE MATERIAL
ENCOUNTERED
TYR TRENCH DETAL
NOT TO SCALE
SE:143ENTATICN OF
BASIN
LOCK
sf %41* N 1%-RVIOUS FILTER FDIC3
0 12" MODIFIED LEVEL SPREADER TO BE2 RIPRAP, ALL SIDES
irp" LOUE-R THAN TOP
MIN. OF BASIN EW'W
T PRECAST CONCRETE VEL SPREADER
BASIN FROM TEMPORARY SEDUENTATION BASIN
HOOD OUTLET
SEE NOTE NOT TO SCALE
eloSEAL WITH NON
SHRINK GROUT
In! � I -CLQ► Engineers, Inc.
OUTFLOW 4 11/21/03 CONS UCTIONENTRWE -RVLnn
30" RCP —•- CrVIL - STRUCTURAL - S NO
0 INV. 98.4
*1 1 9 —
Cq 01V_ ELEVATION 95.4
DETENTION BASPI OUTLET
NOT TO SCALE
" sneersonxmea&
2 10/3/01., Engineers Comments
I
1 8/20/03 Staff Comments
No. Date Revision
eeW
of lz
NAL N
Iff41111% %417.
317 Main Street Norwich, Connecticut
(860) 888-1966 Fax (860) 886-9165
e-mail: CLAengrs*aol.eom
Project No.
MPO LL.C. CIA -2979
Prof. Engineer
E.M.B.
MAPLE AVENUE Date:
S
U I K'S" IONT 2003
Sheet No.
DETALS 16