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A AREA OF CENTRAL VERMONT RAILROAb
T H 0 M Atc G.
!E�� DAVID M. &
G COREEN J. FARIA COMPANY RIGHT OF WAY VOL. 143 PG. 206
MONTVILLE LAN[) RECORUS & REFERENCE
C?
CONNOLY CORP.
N/F\ MAP #6.
KIRK R.
N/F
........... 1V\CKGAUu IN/ MEI JIANG YANG
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PARCEL SUBJECT TO RIGHTS OF THE CEN "NO TRESPASSING" x ?s
TRAL VERMONT RAILROAD COMPANY,
FLOWAGE RIGHTS, WHATEVER WATER RIGHTS MAY EXIST WHATEVER (STD. 3'x3" D.G.T. STL.)
RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MONTVILLE LAND PECOPD5.
HORIZONTAL DATUM: NAO 83 j
N,
VERTICAL DATUM: NGVb 29
N.
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P NEW LONDON COUNTY, CONNECTICUT
w FLOOD INSURANCE RATE MA
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MAP NUMBER 09011CO36IJ REVISED AUGUST 5, 2013
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MAP NUMBER 09011CVOOIB REVISED AUGUST 5, 2013
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<E NOTE: SURVEYOR 51-IALL FIELD LOCATE, PIN & FLAG PROPERTY LINES PRIOR TO
WHERE WORK IS TO BE PERFORMED WITHIN 20� OF PROPERTY LINE
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SAM 1 (8 '!'F�,, 1,]7. 3 4
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GRAPHIC SCALE
REFERENCE MADE T,0 MAP TITLED: 40 0 20 40 80
SIGNAGE:
"EXISTING CON[)I-FIONS MAP #42 PINK ROW PROPERTY OF THOMAS G. FARIA CORP. MONTVILLE, CONN. "SLOW WORKAREA"
w
PREPARE() FOP, ADVANCE[) ENVIRONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." DATE: 11-26-13, SCALE:
0 (STD. 3'x3' D.O.T. STQ
0_1 D, CONN.
CL V=40' BY AESCHLIMAN LAND SURVEYING, PC EAST HARTFOR IN FEET
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THOMAS G. FARIA CORP.
MONTVILL.E, CONN.
'SHEET 2 OF 12 SHEETS
ADVANCED ENVIRONMENTAL INTERFACE, INC.
8 OLD INDIAN TRAIL
MIDDLEFIELD, CONN. 06455
203-858—�4034
AESCHLIMAN LAND SURVEYING, PC
1379 MAIN STREET
REV. 10-20-14 EAST HARTFORD, CONN, 06108
REV. 4-24-14
REV. 2-11-14 P&Z SET 660-526-4881
R E V. 2 -10 -14
REV. 1-28-14
R E V. 1- 14 -14 DATE: 12-4-13 SCALE: 40' MAP NO. 213074 -IB
V v
N/F N/F
11`75,69 AREA OF CENTRAL VERMONT RAILROAD
DAVID A & THOMA.5 G.
COREEN J. FARIA COMPANY RIGHT OF WAY VOL. 143 PG. 206
0 MONTVILLE LAND RECORb5 & REFERENCE
CONNOLY CORP.
N/F MAP #6.
N/F
KIP,
7, K \R
MERCADO N/F
N/F MEI JIANG YANG
INSTALL MILLINGS BERM r1l
PAUL E.
&
PHOEBE W. &
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7 K ROCKH Z CHENG DONG
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ER
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LEGEND
EXISTING FIELD TOPOGRAPHIC SURVEY CONTOUR
46
PROPOSED CONTOUR
PROPOSED ELEVATTON
EX15TING FIELD TOPOGRAPHIC SURVEY ELEVATION 129xl
EXISTING TREELINE
PROPOSED TREE LINE
LIMIT OF WETLANDS
85
EXISTING SIGN
EXISTING LIGHT POLE
CL&P
02744
EXISTING UTILITY POLE
EXISTING CHAIN LINK FENCE
-0
EXIST-ING BAPBEb/BOX WIRE FENCE
x
EXISTING STOCKADE FENCE
- Cl
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EXISTING MONUMENT
W
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EXISTING WATER MAIN/5ERVICE W_
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EXISTING UNDERGROUND UTILITTE5 UT_
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57
77
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"0" J1
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jf,i A%_
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.4' (FIELD ESTIMATED BY A.E.I.)
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E IMMEDIATELY IN LIMITEDJILuq�pIe
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FARIA EXPANSION
SIGNAGE:
'STEP 'k R
(4'x6'x3/4" LAMINATED
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PROP. A 1. _ A I
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BENCHMARK
ADD M,LLINGS TO
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SIGNAGE:
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X:
IMPRO\E GRADE AS /INSTALL 2" MILLINGS 'ON
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6
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TOP FRAME SMH WALK
MAIN ON-51TE TRAFFIC WORK FLO
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NECESSSARY 6" MIN. PROCESSED .4 All"kil
(OLIT)
26x9
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AGGREGATE
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GRADE
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6 � I J�, I 'i NOTE 1. PLACE FILL BEHIND RETAINING WALL
NTI—TRACKING I INV�,� 060
pl -13A �l _T,1I
SIGNAGE: FROM STOCKPILE. TRANSITION TO DIRECT
V,--- 7 6 (01 " I
PAD (CE) Aj ��4) THO
& STOCKPILE ASPHALT Al AU OCKPILE Is REMOVED.
,366 LSAW—CUT, REMOVE
RIZED PERSONNEL HARD MAT AREA AFTER ST
07
SITE CONTACT NAME PHONE NUMBER
'N" MP
RECEIVE TE P COMPACT FILL IN 18" LIFTS,
IMPACTED SOIL FROM REMEDIAL A', STOCKPILE Fl LL NO IDLING OR "JAKE" BRAKES"
x
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AREAS EMP. SED.
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SEE NOTE 1
7t,
TRAP #3 �U
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fil 1
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4 PROTECT EXTEND MW'S AS
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AREA
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NOTES:
64-J lz
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w AL VERMONT RAILROAD COMPANY, "w" C_
PARCEL SUBJECT TO RIGHTS OF THE CENTP
IGHTS, WHATEVER WATER RIGHT5 MAY EXIST & WHATEVER
FLOWAGE P '14=63.76 CE:
Jj, 3 62T
CD TVILLE LAND RECORDS.
lNV=43.70(0k,,VQ 656-,l
RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MON
1J,
k
UM: NAD 83 SGNAGE-
HORIZONTAL bAT Al
I'F=25.52
"NO TRESPASSING"
VERTICAL DATUM: NGVD 29 Fj�::22,52 (11A 5)
T" - 6J�i
CD . .... rL=2-?.?_7flN W)
(STD. Sx3" D.O.T. STL.)
FJl_=22,36(()U-r N'
(u
0i FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT
MAP NUMBER 0901IC0361J REVISED AUGUST 5, 2013
TCUT
FLOOD INSURANCE STUDY NEW LONDON COUNTY, CONNECT
4.p
MAP NUMBER 09011CVOOIB REVISED AUG SEE SHEETS 11 FOR
U5T 5, 2013 —SECTION
7� WALL CROSSS 'Zi
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AND GRADING DETAILS
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EXISTING CONDITIONS MAP #42 PINK ROW PROPER
20.69(IN)
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PREPARED FOP, ADVANCE[) ENVIRONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." DATE: 11-26-13, SCALE:
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PHASE 2 - CONSTRUCTION AND
EROSION & SEDIMENTATION CONTROL PLAN
#42 PINK ROW
PREPAREb FOR
THOMAS G. FARIA CORP.
MONTVILLE, CONN.
SHEET 3 OF 12 SHEETS
ADVANCED ENVIRONMENTAL INTERFACE, INC.
8 OLD INDIAN TRAIL
MIDDLEFIELD, CONN. 06455
203-858-4034
AESCHLIMAN LAND SURVEYING, PC
1379 MAIN STREET
EAST HARTFORD, CONN. 06108
(660)-528-4881
DATE: 12-4-1': �CALE: ill = 40' MAP NO. 213074 -IB
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FARIA
COMPANY RIGHT OF WAY VOL. 143 PG. 206
LIMIT OF WETLANDS
85
CORP.
MONTVILLE LAN[) RECORbS & REFERENCE
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EX15TING FIELD TOPOGRAPHIC SURVEY CONTOUR — 46
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. . ...... A ..... ... I .........
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LIMIT OF WETLANDS
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-OCCUR WITHIO 30 DAYS
SITE CONTACT NAME PHONE NUMBER
OF ESTA`BLI�HING TEMPORARY SED. TRAP
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N, PHASE 3 - CONSTRUCTION AND
v
NOTES:
7,'
EROSION SEDIMENTATION CONT
PARCEL SUBJECT TO RIGHTS OF THE CENTRAL VERMONT RAILROAD COMPANY, ROL PLAN
SP
FLOWAGE RIGHTS, WHATEVER WATER RIGHTS MAY EXIST WHATEVER -6 400 5 F. J/
RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MONTVILLE LAND RECORDS. 0 J0 0 P G E STONE INLET
'CL SEb L ER M A L
Y PROTE
x , \ �1, \ " I �Ilr',� CTION ROW
0�0
X. -40N-FAL FI 5 1
SM11-1 HORI Lb iN 0 #42 PINX
HORIZONTAL DATUM: NAO 83 TF=6176 --it OV00
oyo"o,
INV=48,20(111)
TRA
"FOR FUTUR� bEVELqPMEN EMPORARY 0
q.,
T #/
'(IN,�T�L\L G 0 0 YO
VERTICAL DATUM: NGVD 29 FL:
PREPARED FOR
0 0
EOTHE ROAD WI TH 30000 0
INV=43,70(QUT) RMAL HEATING
0 0 0
Q. THOMAS G. FARIA CORP.
1& 38 MILLINGS
COOCING
FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT SIGNACE: LOQPS',.�T 2 "'."52
9VI c
,FEET
MAP NUMBER 09011CO36IJ REVISED AUGUST 5, 2013 "NO TRESPASSIW,"
'22,270(rl W)
FLOOD INSUP
,ANCE STUDY NEW LONDON COUNTY, CONNECTICUT (STD. Sx,3" D.O.T. STIL. TF=i 6
N",
jiouT [1)
MAP NUMBER 09011CV001B REVISED AUGUST 5, 2013 Ft=i 3 1 MONTVILLE, CONN.
SEE SHEET 11 FOR FL.=22'3'1,.
WALL CROSSS-SECTION UT REMAINING TIMBER V
AND GRADING DETAILS RENOVE STUMPS & Z�
V
VEGETATION & PREPARE
SHEET 4 OF 12 SHEETS
7'
, ; I
SUBGRADE VMEN FILL IS
RVOY TO FOLLOW.
xa�
REMOVE A
REFERENCE MADE TO MAP TITLED: SPHkCT; ADVANCED ENVIRONMENTAL INTERFACE, INC.
CLEAR TIMBER; GRUB
7, 'q
ACE
VEGETATION; PL
"EXISTING CONDITIONS MAP #42 PINK ROW PROPERTY OF THOMAS G. FARIA CORP. MONTVILLE, CONN. 8 OLD INDIAN TRAIL
N,
`sv ... .....
MIDDLEFIELD, CONN. 06455
`.,5AI I
-26-13, SCALE: IMPACTED SOIL FROM _--j
"Al I',
REMEDIAL TARGET
PREPARED FOR ADVANCE[) ENVIRONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." DATE: 11 �`Y
=40' BY AE5CHLIMAN LAND SURVEYING, PC EAST HARTFORD, CONN,
AREAS; (REGULATED
jr= 203-858-4034
N4 77-i"t 77, 'rNV=-20.69t'-_rN)
AREA NORTH OF ..... . ...
ACTIVITY AREA #4 AND
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11 11 V::: I O'D, t.
. . .. .... ..
v
OOXOBOXO IN 7_
z
ALLEYWAY NEAR 1,7,1,4 ROAD Co AONLY REFERRED 0 AS AESCHLIMAN LAND SURVEYING, PC
F;, 5c 1\1 Vn, 3 2,8 9
CHIMNEY) COMPACT u FARIA LANE
-04
6',3 I`\
COVER WITH DPO 311,87 1379 IVAIN STREET
l;, 6'
POLY -SHEETING REV. 10-20-14
SIGNAGE: EAST HARTFORD, CONN. 06108
"SLOW WORK AREA"
(STD. 3'x3' D.O.T. STQ
ME V. It -r -It -11t
REV. 2-11 - 14 P& Z SET
REV. 2-10-14
REV. 1-28-14
REV, 1-14-14
EXI5 i .
\CB CHI) N/F E
6 T_F=7 5.69 5��.�c. DAVID M. &
COREEN J.
STMH Trr �J
TF=75.19 / CiCONNOLY
"ONE-WAY" SIGN
® & ARROW
72-_-72 7. _ x5 CONC.
vv t)RIVE
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N / F _.. _.. 5, - w _
STATE OF :�$
- _
70 0' 2 d -STOP SI G, 11
/�CP UO
CONNECTICUT , � . S.1 aces �� _.�w STOP BAR
\ N/F`
� KIRK R.^`
N/F
THOMA S G.
FARIA
CORP.
AREA OF CENTRAL VERMONT RAILROAD
COMPANY RIGHT OF WAY VOL. 143 PG. 206
MONTVILLE LAND RECORDS & REFERENCE
- MAP ##6.
N/F
` MERCADO ® %1/F N/F MEI JTANG YANG
PAUL E. PHOEBE W. & &
°! ® KALIN I DEREK ROCKHOLZ & CHENG DONG
--`_"'-� - w I FEN. WILLIAM T. N/F
-
w / -�., osT KOCH JR. 1 DONNA
-- o0 - - .._ •�. C
.�`-- - FRANKLIN
10
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o �/ `� - - -_ 42 - rn-_ _ R�� b _ FFL=42 c BTT CON \ ,:
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00
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as �R 1� P R 0DRAINAGE ALE z
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TF=65.97 \ 4�\. _ ` 11 SYG '�" tiro HYD -:-5._ <.;BCL A/C _ _ - -_� 0,_- a
FL=60.65 \ clr, w _
3 - ,Ir, �N _ \- - -- �� GEN=6% PF=40.07
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3 3
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X41 APpRO �- -_ �� \ �-
J \ I 44 3�\'�--_` ( b 30- 28x BTT CONC. ' _ 1 793, EXISTING FIELD TOPOGRAPHIC SURVEY CONTOUR 46
Fs \ MIr li>-� clr, j tlr, �\ .-�' ,�, _ \ \,� Ff'L, f� t "1 i1 ,�I- \t;I.. t
alr, �. O �_ �/ 28.0 MW PROPOSED CONTOUR
`'6 45\ 4 clr, _ \. - \ �� 103 ------------------------------------------- ---- ----- XIS I1I% E'r,16I1*I�
` clr, \ 12 C} MW -- \
_ \ �� \ l i / = \\ . LL O__---- -----G - / OW 8120 U� -0- ------------------ G---------------- / PROPOSED ELEVATION 55.5
\_ - \ , J �1r, \ \ /1 �LL<<jLl/ GAS ( MW ,- _-' --- -- C�
\ � J11; A\ \ V•
�`�� ` ' 4 �' c1r, \�\ ` \ �8 2x 22x9 MIR.' TRANS 102 �J 1, / EXISTING FIELD TOPOGRAPHIC SURVEY ELEVATION 129x1
CONC PROPOSED CLEARING LIMIT
oo
�' SIGNAGE:
67 ,clr, �. p��\ f2�'26 � \ OL
A / �, ,----_ 1 �46 I I .. ,.
��O CNA �� \'. \• \ O BU]:Lb-rNG - CHT / f \ �6 SLOW WORK AREA LIMIT OF WETLANDS
\` \ \\� \ 65 p , ; 8\. �V__. , ��} \. \ oo MNEY WETLAN DBUFFE R /(STD. 3'x3' D.O.T. STL.} EXISTING SIGN
BREI�T \\\�\�\ _ ( \ ,clr, 70 71 x\72 �Q \` \ 2j �� B TL //
\` \ ' _ \ ,� \ +rp > EXISTING LIGHT POLE CL&P
\ clr, 69 DEC ORA 1IVk. ON
/
D E V IN E \ 48 = \ -� \\ \�\ 3 `-� X GRAVEL RESTOR LEXISTING UTILITY POLE ¢ 2744
G �� sir, `� \� Sro SroN\ ��✓ 1L ° 2 W/ , W
\ 4 w , = 1 \ \�. N FR\� 26 LLL a Pit Illi/}Y AREA
�y _....... -� EXISTING CHAIN LINK FENCE o
C b 3 5 �' \ FT Fr �� / _ dJ /
50 ,Cir, I 58 �„OFcS 6 \� �'9LL \ 24 ao --' �_E _ EXISTING BARBED/BOX WIRE FENCE
11 X
\�c1r, i1r' 1 '� '\\ -9, 1� - V -ALL AL ..." EXISTING STOCKADE FENCE
l
I I 64 \ _ , `�� \ 9 \ 4 2 lz ---- ----- / g� / SIGNAGE:- ❑
eTr �� I \3 alr 2 i0 =�_ �� ... ... _.. j �� EMPLOYEES ENTRANCE/EXIT EXISTING IRON PIN
c0�1/ f 50 `�.,� 6 74 �� 15 \� .
I _ a 19 �, do DELIVERIES"
r STEPS 22- �' BG'i-. ���`�1,��I...Fr �-- `+
clr, clr, 57 17 \2Y> 20�_ /`1.' F _'1 (STx'..�=D:O:rt. STL.� EXISTING MONUMENT
\`\ i1% \ 18 18--
52 - 16 _ ! m
�o \ \\�\ \ \ \.� Al,/ '\ 75 ` _ t t, ..... lC 7 $0 L EXISTLNG CATCH BASIN
1 -- - - �- - II 1$�
�--� 53 `� do _ :N A� . 9 \LL - - "'0 1 $5 W/, C�- EXISTING STORM MANHOLE 0
cfr, c1r, y u
\ 0 4 - - srpN !° 0 .: LEC. 20 / - 2"'' f
ot - E RE r I BUILDING
48� \ \ \ �-clr AL "� a - i 78 OX \ �- / 2r FL : io
EXISTING SANITARY MANHOLE
56
�-
6 EXISTING SANITARY SEWER MAIN
�\ \ 76 r y POP
-to ?a
\ - \2 I �_ mil (:, �: �I�<= -.. A ` yV / W 4\ �\ -n Il �o EXISTING WATER MAIN/SERVICE W
..
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i:- / .r..> / APPROX. LOC. b W.M. ✓/ c� \ CBC:L
< - :? ; EXISTING GAS MAIN/SERVICE - G
HELICO �-\ ��\\�\�; �- L ,� -- !� \\ \ o MW�x7 - ,A/� C J / \ Z \ �.............. _. \�.� TF -?_?_.66
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6570 \ LV\ \ \ ���SMW \\�\ ' ti50`` _ - �� \� \ 105 'JT - _ /'/T 2 9 /MW RECOVERY
tr{AI {
-\ ` \ \\ p FFL- 2 9.8 �� C� q /C 104:: �, �.:_
rJr= i�TT77 M \::':;.; , 23.52 EXISTING OVERHEAD WIRES OHW
\ \ \ \ 8\ - -7
71- 25x3 2/
TN 50:42 IN '6� �- �, 3 V=11.84(IN 5
3p ) \\� \ \\ ;\,. �, 1 �c RI- uILDIN W y�,/ 23k i Ate' �.. ; , , ( ) EXISTING MONITOR WELL G
��N ��\ INV 0:22(OIJS�� \ \� \, GAR. FL 20 r 'V=11.52(OUT NE)
M x.17 / vV -
'��\\ BUILDING EXISTING ORDINARY HIGH WATER LINE 15 14
RAMP
N %'1.. f _11 � AREA � (PYELO LOCATED BY SURVEYOR)
. r
SIGNAGE: _ ` g� ��� \, \\ \\ ��� \� Q O _ = , SHED 2- 0
\ l 4 \ Q I :.� i FFL=29.9 O �� �' °= EXISTING ORDINARY HIGH WATER LINE 26
FARIA EXPANSION & ,�� \ \� o� �, - t `\`
1 R(�I:� • Rl I•�Z� FIELD ESTIMATED BY A.E.T.)
-\ � 0 -� I I�I S T,� I L S CONCRETE
1'�1 C., R E •1`E � M W L_ DROP. � RAP (
a \ \ " �\ \� \„ �\\� O Q STEPS Ell b \ JERSEY IFIL:: BARRIER _�. 1 AN : `h
REDEVELOPMENT \� ��\� S,q \ -�50\\�� \\\� �_�\ 36 �� - \ W E "w% \, w,IiT ..w... 85 i S��AL iW PROPOSED CATCH BASIN
�. \ N \\ - 4 /f H N
(4 xfi x3/4 LAMINATED 5MH 2 �� \ �\ \ \\� -� _� 0� \\ BECK GRAM, LOAM AND SEED - \ - ur - UT P - �r FE r
PLYWOOD) TF=76.54 APPROXI LOC. 6" ATR -OH - MW- -OLE_ , \, FL= 18.5 PROPOSED STORM MANHOLE
GRA M5. .\ \��, 48 ` - - r W ---- _ W.M. \ W P �-_..._. ,e
INV-52.82(TN) N. \ �, y EXC I P2-2\ 1 �r 1 Ei.}L:..S I RIAIWALKWAY
INV=52.72(OUT) \\ 'qpP ` \ kD IL.L-k�OL� \� \` 52_ '-\ \ c'8, 3 }� �, s` - I STONE ON
� � -, �- .wa L, �4 � �' �- � c' -'`✓ ,�s,CONSTRUCTION ENTRANCE
ti.R` 0 \ 56� --~ \�� \ LP Tq S \ L-1 PRO . IN �ONJ,, „� t�
\ �1 \ *�� \g� '\ `� \ \ ~' ° .� ;gyp, Sl.lr` f'. C F COURSE \ o: GCC `1Lh iIL,E' FABRIC
_ /
HELICO � '1�MH \ --� �� \\ \. 27 1 ----- \ ~ �-~ � .«.,s�� ,�. �,,.. , �.� � G
\\ TF 61.1 ON v }' v�lll. IILI _T_
M CONST. CHAIN LINK FENCE
6568 \ }, ,t , r s GRADE, LOAM
�� \ \� INI%�49.55 TNS 1V� 16 J M�cV- .. ' v 1 & ED
\ �' ) 4R2 STONE SUllB , �l) � � , �M� �-'
BENCHMARK \��� I��, � C5W
BR ENS \ \�. INV=49.35(OUT� \ 3 c€ce
x6 - `:AkJC"" SP AI•. CRUSHED STONE &WOOD CHIP BERM
\ Q� �` 2 I�.L.NG
SIGNAGE: � � :��l
P �'--�.•�....0 �� � -................._ ...._ ... _._ ...
MW S g�VC,U : .
TOP FRAME SMH "NO TRESPASSING" �HELT\O \\ HD's \ ��� s , �'4F I Ci Ir�IN L �< �rJC _ ... �_.. \ �.
\ �� 8 �\\''� \\ \ O _ _ .Oy�ON D �1 r, i ' TF=22.63 STONE CHECK DAM SCD
M. 3x3' D.O.T: SIL.) 6567 \ \ 1 \ \ (AS .1, El- l- " ED = OR WAL_L.S � O }; fy, - r,
I"'I1 ,,.� �, FL=18.46 (TN) PARCEL A - 857 S.F. EASE. TREE PROTECTION TP
ELEV=76.54 Q \ \ \ \ \ \ �. =� r,
BIT. GRE:A"L. _ l`IlAllF I)'ZJ TGF EMPLOYEES MW 3 Ar��z+ 1 FL=18.29 (OUT) GEOTEXTILE SILT FENCE GSF
co 5'11 DELIVERIES + 4R C \ 19 15I ry TO BE GRANTED TO
CONC. \ 2 , `' S c�; 11 OUTFALL (#) 01
\ \ \\ �,, ► CBCL THE TOWN of MONTVILLE JUNCTION (#) J1
�\ , `�, , I«L.=20.5 - F 0.0 -_ , =
S 1 \ R.. ..O I _ .. �.._ : Ea. TF 23.02
\> 66 6 ( \ C , , F ( g i TEMPORARY SEDIMENT TRAP TST
\ 1 L.P I E.r�l. , CS 2
\ \ LIG;I-I OL, I X95 i !`AIS\ € DEFINE PE f .. .,
�O
PRI -1 \\ 14 Spa es Ct ESZ3 L.� [ IC, 1 SURFACE DRAINAGE PATTERNS
c M \ \ \ \ \ \ \ \ \ _ _� `� Vit; g . m \ �'a : .-j - `' > G ` r' I L.-=- 20, 0
\ \ \ SF \S, \ ` \� ��` _ ="- w -- _ i� 5 ..,Cl 3 ` c,• d 1 .JMP= i 0 0 SIGN NOTES, 1. PLANTING AREAS - REFER TO SHEET 11.
\ \ \ \ �. \ �.os-`� .-„",.--•""...«...-^ � f ..»..'.."`•,^^-...,.._...., `...� ...•.`- `..`"'.......-._.._..__..z,....-.,..�_,......... .. ��' _... " � �' ��E I �I 4' STOP
STOP L 2. ALL DRAINAGE PIPE O BE 151
RCP UNLESS OTHERWISE SE NOTED.TF-\
\ \ \� \ ` --'" --- 4Y -�-1w.e.i"• .F .,....., (J F- L.` 1 C3. e. / "`.•
72� \ \\ \ \ } / / µ -___. Jf .M.__R.DF C - -_. `gym .__L _-- - ..._.. - ` _ -►r -•- 5MH AVAILABLE PARKING - 156 SPACES
HEL CO \ \ Fo\ w.'�i �.-.:-- TF=23.66
6 566 \ \ \ \ T V=13 0 I
\ \ \ \ \.._ _.� �. ... _.._.-.__ .._ __ _. _m - _ -
`� F u�, -'�' ..•"r w_ -- -_ .__ __�. - �. .-- N 6(N S) SIGNAGE:
\ \ \\ F \ «, �� --- _ _ - _ �. _a ,. .mow. _ \\ � I NV=12.76(OUT N) "
\ \ \ \ `\ r c„ AUTHORIZED PERSONNEL HARD HAT AR
\ \\ \�6 \ T„--{� •_ _ - _._ . __.,..w _ w .. \�w.... ' L°!\' r `4 SITE CONTACT NAME do PHONE NUMBER
NO IDLING OR "JAKE" BRAKES"
INS- 1-L. �
6� �6 \ \ \ (4x8 x3/4" LAMINATED PLYWOOD)
\ s
-70 \ �\ \ \ ` \' _.:.��; I5 \ L101: f POLE
Y _ -� 2 BENCHMARK
✓tpppp-'�px x��9. Cyl-y. 5 TOP FRAME 5MH
F. E. 'I AJ y ELEV- 2 3.6 6
IaG \ \\ J� �JO �6\ \ \
TGF "i' a` I I y)} (.� - ( ;, . 1 FF..."." 32, 0
�� \ \ �\ \ F EMPLOYE iw�
NOTES:
1 PLACE FILL AS SOIL IS RECEIVED. SPREAD AND COMPACT IN 18" LIFTS.
)Yi9
� 68 ---- \ \ � ��l /�MH\\.� `\ � � PARKING ._.
T!�-,54.0 -j
AREA HEL"�CG\ \ \ ��\\ NV=4$.7 \ /:;� \), 2:.., 'r �.: _ na} ( �� - PLANTING AREA 6
41
6565
46 3 658 S.F. �� \ �' \ ---- q� �� ? P 7 �-�.
10.6441 AC, _ \ ) � �.I:,I I, F
. b6 ,. � \ � .. ... � ,�, , � �. .� ....._� _ �....- -PLANTING.:.AREA 2
NOTES;
~ RAILROAD COMPANY \ ,xr. 3 «., C�ti. 44 ,i� r t PHASE A S 4- P
w PARCEL SUBJECT TO RIGHTS OF THE CENTRAL VERMONT RA LR AD \ 3I F5 - E A D READY CONSTRUCTION. AND
FLOWAGE RIGHTS, WHATEVER WATER RIGHTS MAY EXIST & WHATEVER \
CL RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MONTVILLE LAND RECORDS.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NGVD 29
0
N FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT
N MAP NUMBER 09011CO361J REVISED AUGUST 5, 2013
FLOOD INSURANCE STUDY NEW LONDON COUNTY, CONNECTICUT
MAP NUMBER 09011CVOOIB REVISED AUGUST 5, 2013
a.
Li
0
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A
REFERENCE MADE TO MAP TITLED,
"EXISTING CONDITIONS MAP #42 PINK ROW PROPERTY OF THOMAS G. FARIA CORP. MONTVILLE, CONN.
PREPARED FOR ADVANCED ENVIRONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." DATE: 11-26-13, SCALE
1"=40' BY AESCHLTMAN LAND SURVEYING, PC EAST HARTFORD, CONN.
f f
6aJ so �' � od c: � , 3 � �,` c� .... {: j ,� I FL 335 EROSION & SEDIMENTATION CONTROL PLAN
5MH \ 11�
\ TF=63.76 \ \S `f 9 W ? � 4 �, ,, LL a� f> Y m.: 2 PIlk
ROW
INV=48.20 IN� �'f ? `\ ,.r' IIltil J 1" ......_.. fr r
FL -.�
INV=43.70(OUT) 6564 \ £ RAP to
SIGNAGE
.62 s� �� \ r 4 CB PREPARED FOR
LOAM x S _ T =25 52
NO TRESPASSING .��` \ w \ j c,,� f _� yam. -f 8 r F �`1 P1 =22.52 22.52 (IN S) THOMAS G. FARIA C
(STD. 3x3 D.O.T. STt..) - \ l y f L=22.27(IN W)
rLP
FL=22.35(OUT N) T
MON VILLE, CONN.
RE -ASSEMBLE PAVILION �'U \ r y, CD I , ' �G _ i:.: :� ? N _� _ ..
25 x5C� - PLACE AND SECURE h \ g0 /. �r TE38.8
\ FLm. ..� , .:v. ' •SHEET 5 OF 12 SHEETS
STRUCTURE. TO EIGHT r (8) ° � �
�\2 r. _
'L ~35.10(I
)
2 FT DIAMETER 3000 PSI F =22.5(OUT
)UACE, INC.
CONCRETE PIER FOOTINGS ADVANCED ENVIRONMENTAL lNTE
m. ,
CD
-11::.=38.0 8 OLD INDIAN TRAIL
�,-s----�" _24" SAM /� I I_. X2.5
TOP SIGN _ , ::: 5MH L 28,8 MIDDLEFIELD, CONN. 06455
r� ''� J F .:::: .:.. ::'::
STOP DAR /LANE MART<ER c5'> w.:__::::.:::.::;::; :: _
\\ TF -28.81
tom`- / �:.. � � -- - Q 203-858-4034
--- ` INV=20.69(IN)
2 N ,� INV=18.09(OUT)
GRA'HI:C SCALE 5MH `1a OD 5MH ROA 3 \
TF 47.34 ------_ I.. D CO ONLY RE U' AE
C� !�
Ln INV=32.8. 3 PERKED To
40 0 :zo 40 80 INV=43 37 r So `101 i`F=,'ll-2.0 FARIA LANE 6304 -,7
1��7C d+
( ) D � „S! I�� C1I.
DROP=34.87 - r l \
G.;OI�IS��I�I�E IOrI 1379 MAIN STREET
EXISTING 30X CLIENT RT 1"0 NEW �
SIGNAGE: �, •'• �
"SLOW " s ORM DRAIN �� REV. 10-20-14 EAST HARTFORD, CONN. 06108
:IN FEET) �WORK AREA REGULATED ACTIVITY #7 REV, 4-24-14
1 iuiclh -- 40 ft. (STD. 3x3 D.O.T. SIL.) CHANNEUZE & IMPROVE HYDRAULICS REV. 2-10-14 (860)-528-4881
REV, 1-28-14
OF DRAINAGE SWALE REV. 1-14-14 DATE: 12-4-13 SCALE: 1" = 40' MAP NO. 213074-1B
General Notes and Retaining Wall Stabilization Plan:
1. For walls over 4 feet high, shop drawings and design calculations by CT licensed PE for retaining walls
shall be submitted prior to construction. TGF shall hire an engineer who shall monitor and inspect the
construction of the retaining walls and, upon completion, certify to the acceptability and conformance with
the required design.
2. Remove all vegetation, organic and unsuitable fill soils from the wall areas. Bench cut all excavated
slopes. The geotechnical engineer shall verify existing site conditions and that foundation soils satisfy the
design standards and parameters. The geotechnical engineer shall verify allowable bearing capacity of
soils. Do not over excavate unless directed to do so by the geotechnical engineer in order to remove
unsuitable soil. If over excavating in order to improve bearing capacity, the excavation shall extend at a
1h:1v (from the wall base unit) in front of the wall face and the full width of the drainage layer behind the
wall.
3. Foundation soil shall be proof. compacted and inspected by the geotechnical engineer prior to placement
and leveling pad.
4. The leveling pad shall be a minimum of 9 inches thick and 60 inches wide and consist of either 1.5 inch
crushed stone or unreinforced lean concrete (f'c ? 300psi).
5. Follow applicable provisions of the manufacturer's installation and- written specifications, especially with
regards to leveling blocks and base. United Concrete Products DoubleWal modular units, or approved
equal, shall be used to construct the proposed retaining walls.
6. Unit infill shall be installed within each United Concrete Products DoubleWal unit. This material shall be
clean % inch crushed stone. Structural fill for backfill below the wall as shown on these details shall
conform to the requirements of the geotechnical engineer. Topsoil shall be salvaged from stripping or
other grading operations.
7. Provide perforated HDPE the drains at base of the face of the wall and a solid outlet pipe to daylight the
slope at locations designated by the geotechnical engineer. Elevations will vary.
8. Place and compact structural fill below and behind walls as Walls are installed. Field density tests shall be
performed as the walls are installed. The minimum number of tests shall be determined by the
geotechnical engineer. Compaction of backfill materials shall be to 9,5% of maximum density determined
by ASTM D1557.
9. Not Used.
10. Provide lateral drainage soles to direct flows around the ends of the walls and away from
construction.
11. Soil erosion protection shall be established at the top of the wall as soon as the wall is completed.
12. Compaction equipment includes hand tamp or vibratory plate compactor within 4 feet of the faces of
the wall.
13. if conditions area different that those stated in these details and/or in the project documents, the
contractor must contact the geotechnical engineer prior to proceeding with the construction.
14. Not Used.
15. Not Used,
Notes:
1. Care should be taken to remove all organic and/or deleterious material from the base of the excavation
for the retaining -Wall.
2. The ends of the retaining wall are to be blended into the existing grades in a manner satisfactory to the
owner`s site representative.
3. Not used.
4. Not used.
5. For, drainage pipes which outlet through the face of the wall, the space needed to square off the pipe to
the wall shall be filled with non -shrink mortar, blocks cut to size, or other approved sealant method to
prevent migration of backfill material through gaps around the pipe.
6. Not used.
wall and fill Construction Sequence:
1. Clear any debris, cut and remove asphalt, strip all vegetation, organic soils, and unsuitable fill from the
retaining wall area. Bench cut excavated slopes.
2. Install erosion control measures in accordance with approved soil and sedimentation control plan.
3. Layout the location of the proposed leveling pad and retaining t wall. Where proposed, construct the
leveling pad prior to excavation for and installing the first course of United Concrete Products DoubleWal
units.
4. The retaining wall foundation soil shall be proof compacted or installed in accordance with the drawings.
The contractor shall remove and replace unsuitable soils at the direction of the Owner's Representative.
5. Construct the leveling pad to the lines and grades shown,
6. Place the first course of United Concrete Products DoubleWal units directly on the leveling pad. The
units shall be level side to'side and front to rear. Ensure he units are in full contact with the base and any
adjacent units, and install drainage pipe.
7. Fill all voids between and within the units with unit infill.
8. Place the next course of United Concrete Products DoubleWal units making sure alignment is vertical.
9. Fill voids between and within the units with unit fill.
10. Repeat steps 8 and 9 for subsequent courses.
11. accept and place fill initially from stockpile (as shown on the plans) but then directly from offsite
deliveries placed in small (30 cy or less) stockpiles directly at fill locations remain there until they are
leveled and spread. Lifts will be 18 inches.
12. place and compact fill from west to east.
13. Install geotextile filter fabric over top of final course of United Concrete Products DoubleWal units,
install dual face block, corner and cap stone units, and install surface drainage and fall protection barrier in
accordance with the project requirements.
PLACE LEVEL 1-0 PROPER
LINE AND GRADE
-Z-FINISHED GRADE
911 MIN --=
1FT
611 CRUSHED STONE
• 4
-, 6011
COMPACTED SUBGRADE
WAL.L. BASE CONCEPT
N.T.S.
NOTE: SITE CONDITIONS TO BE OBSERVED BY
THE SITE GEOTECHNICAL ENGINEER. BASE
DIMENSIONS MAY BE INCREASED TO ADDRESS
DIFFERENT SOIL BEARING CONDITIONS.
CONNECTICUT P.E. SHALL PREPARE AND SUBMIT
DRAWINGS & CALCULATIONS FOR RETAINING WALLS
PRIOR TO CONSTRUCTION.
ON-SITE ENGINEER SHALL MONITOR AND ],.NSPECT THE
RETAINING WALL AND UPON COMPLETION CERTIFY TO
THEIR ACCEPTABILITY AND CONFORMANCE WITH THE
REQUIRED DESIGN.
SLEEVE CONNECTOR
—\
CAP ��
BRACE RAI
RAIL END
C❑MBTIAT[❑fJ
° - TR(
CARRIAGE BOL
AND MUT CHDG
TP.USS ' R❑D TIGHTENER -/
BRACE BAhlD
CHAIN LINK FENCE DETAIL
(WHERE REQUIRED).
DOME CAP
BRACE BAND
TENSION BAND
TERMINAL POST
ZINC 5% ALUMINUM ALLOY
COATED STEEL CHAIN LINK FENCE.
POSTS 10 FT ON -CENTER
(AS -NEEDED)
8' -
SIDE VIEW_
N.T.S.
I DOME TOP /-TERMINAL POST
6.. - ►) h . .2 -�I
FRONT VIEW TOP VTFW
N.T.S.
UNITED CONCRETE DOUBLEWALL
PRECASTCONCRETE RETAINING WA
(OR EQUAL)
INE POST
)WE TOP
UNE POST TIE
12' O.G.
F
N
O
BOTTOM SELVAGE z
�y
�1
E i
�- - i0'-0" [3048MM] MAX SPACING
CHAIN LINK FFNCF DETAIL
(WHERE REQUIRED)
REV. 10-20-14
REV. 4-24-14
REV. 2-11-14 P&Z SET
REV. 2-10-14
REV. 1-28-14
REV. 1-14-14
N.T.5.
LL
CONCEPTUAL GEOTECHNICAL NOTES
#42 PINK Row
PREPARED FOR
THOMAS G. FARIA CORP.
MONTVILLE, CONN.
SHEET 8 OF 12 SHEETS
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EROSION AND SEDIMENTATION (EIS) CONTROL PLAN (revised for Planning and Zoning 5/24/2014)
General Notes
1. Site Owner: Thomas G. Faria Corporation, 42 Pink Raw, Uncasville, Connecticut
2. Owner's Engineer and Licensed Environmental Professionals: Advanced Environmental Interface, 8 Old Indian Trail, Middlefield, Connecticut
3. E/S Narrative:
a. The site has been developed and used for industrial purposes for almost 200 years. Approximately 100,000 square feet of buildings are present onsite with
about 11,000 square feet located on the southern half of the property. The property it bisected by the Oxoboxo Brook which is classified by the state as a "SB"
water body. The FEMA floodway is located on the drawings. No federal wetlands were found on the property. Wetland mapping, Ordinary High Water mark
mapping and wetland assessments were completed by HGCONN Soil and Chase Ecological Services. Wetland locations and setbacks are shown on the
drawings. In general, the only portion of the property that is not developed is the West/Southwestern portion of the site.
b. The site is at the terminus of a 10+ square mile watershed with a Q100yr equal to 1,700 cfs. Onsite retention of stormwater is not desired.
c. The eastern side of the site is underlain by groundwater contaminated with solvents. Onsite infiltration of stormwater is not desired.
d. Topography of the site is characterized by steep terrain on the western and northern portions of the site and flat terrain on the southeastern corner which is
currently used for parking. All onsite stormwater currently drains to the Oxoboxo Brook. A 10+acre watershed offsite to the south drains to a 3'x6' box culvertthat
flows onto the property at Faria Lane. Stormwater from this outlet was once directed towards Gair's Pond, however currently the pipes are blocked on Pink Row
and stormwater is diverted back to the property and discharges to the upstream side of the Pink Row Bridge. Most all other stormwater flows to the brook via
sheet overland flow.
e. Impervious areas and runoff calculations are in the report entitled, Hydrology and Hydraulic Engineering Report, prepared by AEI, 2013. TR -55 Curve
Numbers for re and post-development(using a maximum development scenario) were calculated at 54 and 62,
respectively.
Depot re e b the CTDEEP as
f. Site soil consists primarily of disturbed urban land underlain by alluvial soils. The southern slopes adjacent to epo Road a mapped y
highly erodible.
g. Stormwater discharge from the proposed development is designed so that the adjacent offsite flow from the 3'x6' culvert is routed quickly and safely to the
Oxoboxo Brook via a 36 inch diameter RCP and Rip Rap lined swale. Onsite stormwater from the development is in two areas: Northwestern Parking Area; and
Southeastern Building Area. As shown on the drawings, once developed to a pad ready condition with pavilion, flow is generally directed to one main water
quality feature: Eastern Vegetated Filter. Other stormwater features include deep catch basin sumps where practical, and stabilization of exposed slopes with
either vegetation or rip rap revetment. The proposed development adds over 650 cubic feet of stormwater treatment capacity. This is approximately 1/4 less
than the WQV for the entire property. The calculated WQV for the proposed development portion equals [(1 -inch) (0.05+0.009(38) ( 2.1)]/12, or 0.064 acre ft
2790 cubic feet). Re-routing the offsite flow in a controlled manner is expected to significantly improve water quality since stormwater periodically overflows the
existing swale resulting in sheet flow over the parking lot into Oxoboxo Brook. Combining the benefits of re-routing the offsite flow and the capacity of the new
stormwater treatment features will result in significant improvements over current conditions.
h. Critical areas for inspections include: exposed slopes during construction until the final grades are obtained and vegetation is established or rip rap is placed;
and the construction entrance adjacent to Pink Row.
4. Contractor to install E/S measures per the drawings and as needed per the Owner's Engineer prior to initiating work. Anti -tracking pads (Construction Entrance
(CE)) shall be maintained and replaced as needed.
5. Contractor to install and maintain crushed stone and woodchip berms downhill of disturbed areas as shown on the drawings.
6. Temporary Sedimentation Traps (TSTs) (134 cy/acre) shall be installed as shown on the drawings and as needed based on storm water flow patterns and
exposed areas during construction. Direct storm water to encourage overland sheet flow towards Temporary Sedimentation Traps (TST) during work.
7. Clearing timber will be completed with chainsaws. Cut timbers will be managed with excavators with claw attachments and small duty dump trucks: Brush will
be mulched for use onsite in crushed stone and woodchip berms. Hard wood will be reused onsite for a deck/viewing area and other onsite improvements.
8. Grubbing will be completed with excavators and by hand as needed.
9. Fill shall be placed in a controlled manner, compacted and stabilized to prevent movement after placement. Fill shall be granular 8 -inch minus material suitable
for structural fill free of asphalt, roots, stumps and deleterious debris.
10. Compaction will be completed with a vibratory roller, or hand tamped as needed.
11. For soil surfaces exposed to stormwater, surfaces shall be made rough with the tracks of the excavator until/and if, additional erosion control matting is
needed.
12. Protect slopes with temporary erosion blanket (N.A. Green Rollrnax S150, or equivalent) until final stabilization measures are implemented.
13. Redirect stormwater on crest of final slopes using rip rap or asphalt curbing and crushed stone apron per the drawings.
14. Dust control will be accomplished using a water spray via a flexible garden hose and nozzle with water supplied from an outlet on the existing structure on the
Southern portion of the property.
15. Cover fill stockpiles in staging area with polysheeting or tarpaulin prior to rain events predicted at more than 0.5 inch/24h.
16. Dewatering will not be necessary to complete the work..
a. .
b. .
17. The Owner's Representative and Site Engineer will be onsite to oversee soil removal, construction of fill and EIS control measures.
a. E/S measures shall be inspected by the Town before work progresses.
b. All erosion and sediment control measures will be inspected and repaired as needed, at least once a week and within 24 hours of the end of a rainfall event
that results in 0.5 inches or greater.
c. The Owner's Engineer, or a qualified third party inspector retained by the Owner, will conduct the inspections and provide weekly reports to the Inland wetlands
commission's agent.
d. Town representatives will coordinate with the Owner's representative to schedule and conduct inspections.
e. The Town will be notified of proposed changes to the E/S plan due to field change conditions or proposed alternatives by the Contractor means and methods.
Specific Phasing Notes
I. Phase 1 Construction
a. Prepare and stock appropriate equipment and supplies for providing dust control, slope stabilization, and temporary erosion controls as needed during
construction activities.
b. Owner will notify CBYD and coordinate utility relocation Flag tree protection area on the southeast portion of the site along Pink Row.
c. Install construction chain-link and orange construction safety fencing as indicated on drawing.
d. Install anti -tracking pads on the east -central portion and northwest portion of the site in areas of initial site disturbance. Match entrance on the east -central
portion to existing grades by saw -cutting and removing asphalt as needed.
e..
f. Install a crushed stone and woodchip (CSW) berm downhill of the 3'x6' box culvert outlet to minimize the potential for overland flow into the work area
g. Prepare areas for the reception and storage of fill material, and reclaimed lumber and temporary storage of boulders. Install crushed stone and woodchip berm
downhill of those areas.
h. Install TST#1 and TST#3 on the east -central portion of the site along Pink Row to receive stormwater directed to those areas. Place Geotextile Silt Fence
(GSF) in TST to function as baffles to increase retention time as needed.
i. TST#1 Capacity= 70'x2O'x3'/27=156 CY
ii.
iii. TST#3 Capacity = 20'x3O'x2'/27= 44 CY
200 CY Available
iv. Total Disturbed Areas = 0.32 acre = NW Corner (0.21 acre);; SE Corner (0.11 acre)
v. Recommended TST Capacity = ( 0.32) x 134 CY/acre = 43 CY.
i. Not Used.
j. The clearing and removal of trees, vegetation, and debris on the northwest corner of the site will require little sedimentation and erosion controls otfv:r than an
anti -tracking pad due to the majority of the work being conducted in a low-lying area.
Il. Phase 2 Construction
a. Primary activities of Phase 2 involve construction of the retaining wall on the southeast portion of the site, and the placement of fill material behind the retaining
wall to raise the existing grade..
b. Not Used.
c. Not Used.
d. Construct berm at temporary crest of wall and fill areas and CSW to direct storm water flows around the ends and away from the retaining wall during
construction. Direct flow towards TSTs.
i. TST#, 2 and 3 Capacity = 200 CY Available
ii. Total Disturbed Areas = 0.76 acre = NW Corner (0.21 acre); SE Corner ( 0.55 acre)
iii. Recommended TST Capacity = ( 0.76) x 134 CY/acre = 102 CY.
e. Excavate impacted soil from the remedial target area on the central portion of the site to a maximum depth of 2 feet below grade. Restore the area with filter
fabric and riprap. GSF will be installed along Oxoboxo Brook in the remedial target area prior to commencing excavation. Place and compact fill material behind
retaining wall in accordance with Drawings including soil from remedial target area.
f. Not Used.
g. Not Used.
h. Stabilize temporary slopes with erosion matting.
i..
j. Cut and remove invasive plants, trees, and thorny underbrush on the NW side of Oxoboxo Brook per Drawings.
k. Install Rip Rap drainage Swale from the cleared area on the NW portion of the site to an energy dissipater adjacent to Oxoboxo Brook.
I. Fill, grade, and stabilize surface with crushed stone in the cleared portion of the NW corner of the site for parking.
m. Inspect and maintain crushed stone pad in the construction access road.
n. Inspect and maintain TSTs during construction.
o. Inspect and maintain CSWs during construction.
III. Phase 3 Construction
a. Install J5 (MH5), J4 (MH4), CB2 and 02 (FE2) basins and discharge piping on the southeast and east -central portions of the site to capture and direct
stormwater runoff northerly along Pink Row.
b. Stabilize area around C132 with crushed stone and/or processed asphalt.
c. Extend CSW berm to temporary inlet on SE corner of site.
d. Install TST#4 with GSF baffles and Stone Check Dam (SCD) as shown on the Drawings. Stabilize area around J5 (MH5) with crushed stone.
e. Install TST#5 with GSF baffles and SCD as shown on the Drawings. Stabilize area around CB5 with crushed stone.
f. Install TST#6 and TST#7 with GSF baffles and Level Spreader as shown on the Drawings.
g. Construct berm at temporary crest of wall and fill areas and CSW to direct storm water flows around the ends and away from the retaining wall during
construction. Direct flow towards TSTs.
I.
ii. TST#4 Capacity = 20'x60'3/27= 133 CY
iii. .
iv. TST#6 Capacity = 25'x25'x3'/27= 70 CY
V. TST#7 Capacity = 25'x25'x3'127= 70 CY
273 CY Available
vi. Total Disturbed Areas = 1.9 acre = SE Corner ( 1.9 acre)
vii. Recommended TST Capacity = ( 1.9) x 134 CY/acre = 254 CY.
h. Continue construction extending retaining wall and placement of fill material.
L Not Used.
j. Install temporary process asphalt road on the southeast portion of the site.
k. Cut timber, remove asphalt and stumps and vegetation, and prepare the subgrade when fill material is ready to be placed on the south portion of the site.
I. Excavate impacted soil from the remedial target area on the central portion of the site to a maximum depth of 2 feet below grade. Restore the area with filter
fabric and riprap. GSF will be installed along Oxoboxo Brook in the remedial target area prior to commencing excavation.
m. Remove asphalt, clear timber, and grub vegetation on the SE portion of the site in preparation for the storage of excavated impacted soil from the remedial
target area on the central portion of the site. Compact and cover excavated material with poly sheeting.
n. Inspect and maintain crushed stone pad in the construction access road.
0. Inspect and maintain TSTs during construction.
p. Inspect and maintain CS)t/ during construction.
IV. Phase 4 Construction - Pad Ready
a. Protect catch basins installed in the final grade filled -portion of the site with crushed stone to reduce sedimentation deposition.
b. Rake level the crushed stone and woodchip berms and use the stone for the walkway.
c. Remove sediment, and fill TST #4, 6 and TST #7 in accordance with the Drawings.
d. Remove Construction Entrance Anti -tracking Pad.
e. Install an asphalt paved roadway and crushed stone parking area along Pink Row on the southeast portion of the site east of the proposed building location.
f. Place rip rap revetment on slopes and soil surfaces to protect those areas from erosion.
g. Construct a berm and temporary with 4 -inch angular rip rap stone along the top of the finished grade slope to provide soil erosion protection from overland flow
from the south and SE filled portions of the site.
h. Install a riprap swale along the east portion of the site adjacent to Pink Row to direct stormwater runoff from the southeast portion of the site to Oxoboxo Brook
and vegetate in accordance with the Drawings.
L Vegetate Planting Areas 2, 5 and 6 in accordance with the Drawings.
j. Maintain irrigation until vegetation is established.
k. Post Construction storm water management will consist of inspecting the treatment features for debris and excessive sedimentation. Features shall be
maintained by the Owner. The Owner will modify their existing State stormwater discharge permit for industrial sites.
V. Post Construction - Pad Ready Site
a. Post Construction storm water management will consist of inspecting the treatment features for debris and excessive sedimentation. Features shall be
maintained by the Owner.
b. Maintain vegetation.
c. The Owner will modify their existing State stormwater discharge permit for industrial sites.
d. Use Storm water Ponds and Wetlands Inspection Checklist, Appendix E, CT Stormwater Manual, 2004.
e. Catch basins will be inspected and maintained in accordance with the Industrial Storm water for the Site.
Town of Montville Conditions per February 20, 2014 Inland Wetlands Approval
1. APre-Construction meetit:g will be scheduled with the Inland Wetlands Officer prior to the start of the project
2. At the Pre -Construction meeting the name of the third party Inspector will be provided as indicated in the Erosion and Sediment Control Narrative.
3. If the location of the retaining wall changes or additional regulated activities are required the applicant will submit modified drawings to the Commission for
review.
4. Orange construction fenc8' is to be placed behind storm woodchip berm:
5. Whenever earthwork is pzf,allel to Oxoboxo brook and within 50 feet of the delineated area the inspector or Owner's designated engineer is required to be
onsite. The Inspector will provide a weekly progress report to the Commission.
6. Retaining wall lift stabilization plan is to be provided to be provided and approved by the Town Engineer.
C,5W1 DETAIL - CROSS SECTION CTYP
.
NOT TO SCALE
)IFTED
ZAP BERM
OW
C 2 -
SW TAT
DE Ci�OS CTI-(TYP.)L SSE ON
NOT TO SCALE
2»
„
] „
1 „
RE CAST CONCRETE UNIT 11J. 1
APPROVED
NORTHEAST UTILITIES
CONSTRUCTION STANDARD
DTR 21.425
ADJUST FRAME ELEVATION
� T-,
3/8'X 6' X 24'
"
L- - - - - -
- .. - - - - - - -
POST 5/8' CORTEN
NUT 30' 26 0 7/8'
WITHCONC. BLOCKS OR "
NOTE 2
S 1-3/4'
a 6.X8.-6.
1
POST S4S
72' l
I
0 4' X 8'- 12'
RIC16
KS, 6" TO 12'
Q RAIL S4S
5/8' X 5'
CORTEN SPLICE BOLT
6' X 8' - 6' POST S43
ELEVATION
SPLICE CONNECTION
2'
"
' ALL JOINTS TO BE
4'X 8'- 7'CiD
5/8' X 11' RAIL S45
1' „
CORTEN POST BOLT
1 1 .
`
5/8' X 11-
CORTEN POST BOLT
2 3/4' X 2-3/4
3/4' X 2-1/4' BOLT SLOT
CENTER CONNECTION END CONNECTION
POINTED FLUSH & FULL�/
YA
IES
n
n
4832 PLANK RD.
- P.O. BOX 767
NORWALK. OH 44857�
'��
AM
TIMBER
CORP. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN
TIMBER CORP. AND STEEL IS PROHBTTED.
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
SEE NOT,
�
AND
M � � � �lR ��p STEEL
-
f
1
-
--
2'-4'
,
IN. (VAR S.)
PRE CAST SUMP OR
SLAB (OR EQUAL) 3500 PSI
6. OF 3/4' CRUSHED
-
8"
4'
8
STONE
8n
31
Qn
V
5--4n
NOTES:
4'-4"
1. MINIMUM COVER OVER TOP OF PIPE
SHALL BE 2'-0'.
FRONT
ELEVATION
BE
'"SU�CIIENT TO CKNESS MEEE`HS 20 LOADING. SIDE ELEVATION
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HM IS 12' FOR CONCRETE
BLOCK UNITS. INSIDE DIMENSIONS
REMAIN THE SME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE
MIN OF CATCH BASIN DETAIL
l" CRUSHED N.T.S.
ONE
TEMP. CATCH BASIN SURFACE STABILIZATION DE TAIL
NOT TO SCALE
14'
TRADITIONAL:
CONTEMPORARY
MM
APPROVED
NORTHEAST UTILITIES
CONSTRUCTION STANDARD
DTR 21.425
\1 II
A Il
� T-,
3/8'X 6' X 24'
1' X 45' CHAMFER
L- - - - - -
- .. - - - - - - -
POST 5/8' CORTEN
NUT 30' 26 0 7/8'
W3'
U 03-1/2'
NOTE 2
Notes
1. Poles to be set so that wiring exit faces the road.
2 Use gray pole with contemporary fixture and black with traditional.
3 Extend direct -buried cable far enough into the pole to make the connection at the handhole in the pole. Extend
#14, 2/C copper streetlight cable from this connection to the luminaire.
ORIGINAL
ROUND FIBERGLASS POLES FOR POST TOP LUMINAIRES
MM
APPROVED
NORTHEAST UTILITIES
CONSTRUCTION STANDARD
DTR 21.425
LIGHT POLE DETAIL
REUSE EXISTING LIGHT POLES OR REPLACE WITH ABOVE DETAIL AS NEEDED
12'
- 6'
6-
7
8 ' 5X
7-
'g
7 12 q
- �'3X
g -� { 1' X 45' CHAMFER
72' •
72
T
i' x 45• CHAMFER 4" X 8' - 12' CHAMFERED LINE RAIL S4S
41' X 6' - T CHAMFERED END RAIL S4S
3/8'X 6' X 24'
1' X 45' CHAMFER
CORTEN SPLICE PLATE 5/8' CORTIN PLATE WASHER
114' X 3-1/4" DIA.-
518' X 8'
CORTEN BOLT
°
POST 5/8' CORTEN
NUT 30' 26 0 7/8'
W3'
U 03-1/2'
® '
S 1-3/4'
a 6.X8.-6.
1
POST S4S
72' l
I
0 4' X 8'- 12'
Q RAIL S4S
5/8' X 5'
CORTEN SPLICE BOLT
6' X 8' - 6' POST S43
ELEVATION
SPLICE CONNECTION
EXPLODED
24' r
1�
4'X 8'- 7'CiD
5/8' X 11' RAIL S45
O O 3'
6'
O 3'
CORTEN POST BOLT
1 1 .
`
5/8' X 11-
CORTEN POST BOLT
2 3/4' X 2-3/4
3/4' X 2-1/4' BOLT SLOT
CENTER CONNECTION END CONNECTION
BOLT SLOT TYP
3/8" X 6' X 24" CORTEN SPLICE PULE
DESCRIPTION:
SQUARE AMERICAN
RAIL:
DRAWN BY: MRC
DATE: 12-22-09
REVISIONS:
PROPRIETARY Arm CONROERW
THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE FROPERTY OF AMEMCAN TIMBER AND STEEL
4832 PLANK RD.
- P.O. BOX 767
NORWALK. OH 44857�
'��
AM
TIMBER
CORP. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN
TIMBER CORP. AND STEEL IS PROHBTTED.
PERMLSSION OF AMERICAN
P: BW -668-1610 F: 419-&b 1077
AMTIM.COM
�
AND
M � � � �lR ��p STEEL
-
-
--
WOOD RAIL DETAIL
Elevation mark for
clean-out
DEPTH TO INVERT
VARIES SEE PROFILES
6 IN
Flow
I, D. + 2'
12'
12' MIN. 12'
I,D,
O000000000a0000vio
PROPOSED GRADE
PAVEMENT SECTION OR
¢-LANDSCAPING (SEE PLANS)
APPROVED BACKFILL PLA
COMPACTED IN 12' LAYER
(OR AS OTHERWISE APPRI
NO STONE LARGER THAN
SAND BEDDING PLACED ANI
COMPACTED IN 6' LAYERS
NO STONE LARGER THAN 1 -
MATERIAL SHALL
MEET D.❑.T, M2.05
BEDDING ON SUITABLE NATIVE MATERIAL OR
3/4' CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE .ENGINEER,
MATERIAL SHALL MEET D,O,T, M,02.1
FOR 3/4' STONE,
BACKFILL TO SPRINGLINE OF PIPE
WITH 3/4' STONE WHEN USING
P❑LYTHYLENE OR CPP PIPE
STORM TRENCH DETAIL
N.T.S.
CT. DOT -
#3 STONE
2
1 (-
3.0'
R CREST
r --MODIFIED RIP RAP
1.0'
1. Set post and 2. Staple the
Post 'excavatea 6"x6 Wire - ; wire mesh
„� trench, set post Fence ` fencing to
Angle 10' down slope. end post.
upslope for
stability and „
self cleaning. 100' ,
1\
12" Min.
Depth w
Filter ,�� 3. Attach filter fabric 4. Backfill the
Fabric to wire fencing „ trench and
' and extend it to ' compact the
the trench excavated soil.
f Compacted ,
' Backfill ,
Vv
"A„
Bottom of
Drainageway
aaAu
"B„
3
Points "A" should be higher
than, point "B"
PLAN VIEW ELEVATION
Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut
SILT FENCE DETAIL
N.T.S.
STANDARDD
FRAME AND COVER
ADJUST FRAME TO FIN,
WITH C❑NC, . BRICK FINISHED GRADE
(6' TO 12' MAX,)
0
3r Or
STANDARD STEPS
(SEE MISCELLANEOUS
MANHOLE DETAIL)
ALL JOINTS TO BE c�
POINTED FLUSH AND
FULL o
4'-0' Z
PRE CAST CONCRETE OR w
CONCRETE MASONRY UNIT
Sr _ f Sr
1�
6"
' - •� , ,.. ,a DIC �A ;.' .V•. •x. .. �:. '.a ,-
6'.OF CRUSHED
ST❑NE
6'-4' DIA,
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE
SHALL BE 2'-00.
2. WALL THICKNESS SHALL BE
SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES STORM MANHOLE DETAIL
OVER 10' HIGH IS 12" FOR CONCRETE N.T.S.
BLOCK UNITS. INSIDE DIMENSIONS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
lo_
-L i�� it , .. 05-4•
=�=
�' ��I I� i i l l� l l l l l l l l l l l l=III 1 1 1 -111-111 -III=III III -1 i t III 1 1 -III III i l l=1 i t III III=11 --
III Iii=� III
TST DETAIL - CROSS-SECTION (TYP 1
(not to scale)
2.
5
Geotextile Fabric -
III III III III III III III III
TST DETAIL - WEIR OUTLET TYP.
,J
nom o scale)
NOTE: TEMPORARY CONSTRUCTION FENCE
SHALL BE 4FT ORANGE 5AFETY FENCE BY
ULINE MODEL 5-14713 OR EQUAL.
5.0' max. depth
REV. 10-20-14
REV. 4-24-14
REV. 2-11-14 P&Z SET
REV. 2-10-14
REV. 1-28-14
REV. 1-14-14
2" BIT. CONC.
6" BIT. CONC. PRE -FABRICATED
LIP CURB 3' RETAINING WALL
9" OF 3/4" STONE
COMPACTED SUBBASE
SOUTHEAST ACCESS ROAD
TYPICAL PAVING SECTION
COMPLETION DETAIL
N.T.5.
MILLINGS BERM
18"
2" RECLAIMED
ASPHALT MILLINGS
8„
EXISTING GRANULAR COMPACTED FILL
STONE WALL
TYPICAL ASPHALT MILLINGS
PARKING LOT SURFACE
COMPLETION DETAIL-
N.T.S.
GENERAL NOTES &DETAILS
#42 PINK -ROW
PREPARED FOR
THOMAS G. FARIA CORP.
MONTVILLE, CONN.
SHEET 9 OF 12 SHEETS
CROSS SECTIOM AT STATION
5+25
VIEW LOOKING FROM EAST TO WEST
(N. T. S.)
DEPOT ROAD ELEV. 50' M.S.L.
EXIST. ELEV 24 M.S.L.
PAD READY ELEV 50'f M.S.L.
EXISTING ELEV. = 28;' M.S.L.
EXIST. TGF BUILDINGS � 1
EXISTING GROUND
vAvnvnv Dnvvn—
500'f
;,
i�
....
�
_
.._ __.....
...........
Block Ra�ininy Walt, Relocated
a' ,t
Yz yS
Y, l
Y r
- WALL SECTION
pacted ":-,Oil and Found,' i!Im
Dela?Is Per stlfel $ ......................................................................................so f�
5+25
Existing Grade 5PHASE
Bottom Elevation = 25 1 ,Y ,. ...,.a..PPM
51 i
1 1 tea. . ....«.. .r . 4. .. ,,......
1 1
Bench Cut.
Elevation = Thar + 1.0' =28 ..`\
Stabilization v.,ith 2 inches or Reclaimed
Asphalt rdilling frorn Recycling Onsite
Parking Lot
Station 6+50 Protective
Berm Elevation = 51.5 Cover
............. ...._........................ ........................ ........... ....... .:................. ......:...:...................... __._.. �._.......
Station 6-150
Bend) E.levat?on = 48
\ I"I "IIE;i•-' Geuthenrial Horizontal Closed
Flock Retaining t .! all,
Drainage and Fnufl..latlon 7
\ t 1t' and Reim t0
\ \` \ I �I it 1 Loops With SLIt) { }
Delaiits Per Sheet 8 Surface (2£i, 33 It fr1SL)
i... �......... .... II ..................................._.............................................. ..............._.._..__._
J
30
Station 6+50
j 0
Existin Gr:lde
Bottom Elevation = 2-- /
:,�..v
1 1
I—
w
Bench Cut
I'll--....." .......... M-- ........... ..... ..... ....... ...... I ............ ......... _ ......... 5; ................ __.-, __.................. .:........... .... .,.. ...........
PHASE 4
_.,.::: Wil.\�.�,� _ti. �: ��''-'. :.'•',���:.;iJ
--.... --...... ...............
.......................
.........
_.....
_.__.—.._....
.........
.........
3 6'±
......,., PHASE 3 r_
7
-------------------- --------------------^------------- --•-•--------- - -•.-_-_---_--_---------------------------•------------------- ---._.,...--------•----------
PHASE 2 28'±
i
:................. ..... ........... .,_......-
� f Station 3 r-76
! 1 Bench Elevation = 41
,
z
v, .................:.....:......._..._:_..,......._.,......_._._........................._.._.
w
i
z.
v, 13 a c,t e Top 1 51.1' 1 :-
X liegelale per Pleating Plan 11\ 1 (A�I�rdJ' ..d
1
1_.__._._.................----.........................._...............
..
CD U
f LL
Block Retaining
/ Wall .. Station 8r75
5 ,6 inches of Top
soil v/it
h
Drainage and FrLI •c, , �•......Crest Elevation Contractor's �r)f�.,cI Ix
�,� • '"t
. ..' .
'...,. ,.,.,..._.....,........„............_ .._....._ ..._.. __- ;.,t. .._..'
F
..._..._._._....-.Details Per Sheet 3 .....__....._.........._.......................................................:.... .........._..._......._...... ..,
an.........._.._
,
/
7rStation 8 ` t 2w t
Top ~le al.io- 33., \3cl[onElevation = 31P Asphalt Paving and Curbing
t t
t I
a_ .......... .__.._.__.._.............. ........... _ ,...,.. _...__ .....,._..... ___
3 \ I I f
t
'18 inches Top Soil. Vegetate station 8+-76 `
per Planting Plan `•.\ '} Bottom
CD
�. E t levalfon = 3b 1 1'
~\g ruches of'2 inch Crusherl` Woven Geotextile
Y _ i
`� Stone Subbase Seed rAix over iz inches of Sand Fabric
a _
I
r7
Q
PAD READY FINAL GRADING CR055-5ECTION5
WAIL SECTION
AND PLANTING AREA DETAILS
Station 617J
#42 PINK ROW
Y
1 NIP .
Crest of flip Raj:) Berm
2.inches u{ Asphalt
..........
MONTVILLE, CONN.
Jt r
,�
B+75
!millings Recyclect front
�11anlirwo Area r,
llr
Onsite Perking Lot
PHASE 4 --
50 ' --
1B Ba1g,,vo. Fir, 3-4 fl.
t'. CA
N4S(3 Malden Grass 3 qal
/`
NIP,,II
,ANI Black C pokeberry;, 3,4 ft
1
31-i Sweetbox, 3 ,cgal
-
N Rivet Blydl; 1.6 tI
860-528-4881
REV. 2-11-14 P&Z 5 T
,A. ArT or?-C�r1f j {"I vel?"wt, 3-4 A
SCALE: 1" = 40` MAP NO. 213074-1B
-�P S\,,eot f~�rn, 3-A f
r
I1:1 Baybeny, 3-4 ft
AM
,JA h<lf)ilealf Vlk:rt.lrnl.rrtt, 31:1 fk
f�
_
F
J'
,t
N ±'titi
---s
.,:�
PLANTING AREA 5
i' 1,,
h
;,
i�
....
�
_
.._ __.....
...........
Block Ra�ininy Walt, Relocated
a' ,t
Yz yS
Y, l
Y r
- WALL SECTION
pacted ":-,Oil and Found,' i!Im
Dela?Is Per stlfel $ ......................................................................................so f�
5+25
Existing Grade 5PHASE
Bottom Elevation = 25 1 ,Y ,. ...,.a..PPM
51 i
1 1 tea. . ....«.. .r . 4. .. ,,......
1 1
Bench Cut.
Elevation = Thar + 1.0' =28 ..`\
Stabilization v.,ith 2 inches or Reclaimed
Asphalt rdilling frorn Recycling Onsite
Parking Lot
Station 6+50 Protective
Berm Elevation = 51.5 Cover
............. ...._........................ ........................ ........... ....... .:................. ......:...:...................... __._.. �._.......
Station 6-150
Bend) E.levat?on = 48
\ I"I "IIE;i•-' Geuthenrial Horizontal Closed
Flock Retaining t .! all,
Drainage and Fnufl..latlon 7
\ t 1t' and Reim t0
\ \` \ I �I it 1 Loops With SLIt) { }
Delaiits Per Sheet 8 Surface (2£i, 33 It fr1SL)
i... �......... .... II ..................................._.............................................. ..............._.._..__._
J
30
Station 6+50
j 0
Existin Gr:lde
Bottom Elevation = 2-- /
:,�..v
1 1
I—
w
Bench Cut
I'll--....." .......... M-- ........... ..... ..... ....... ...... I ............ ......... _ ......... 5; ................ __.-, __.................. .:........... .... .,.. ...........
PHASE 4
_.,.::: Wil.\�.�,� _ti. �: ��''-'. :.'•',���:.;iJ
--.... --...... ...............
.......................
.........
_.....
_.__.—.._....
.........
.........
3 6'±
......,., PHASE 3 r_
7
-------------------- --------------------^------------- --•-•--------- - -•.-_-_---_--_---------------------------•------------------- ---._.,...--------•----------
PHASE 2 28'±
i
:................. ..... ........... .,_......-
� f Station 3 r-76
! 1 Bench Elevation = 41
,
z
v, .................:.....:......._..._:_..,......._.,......_._._........................._.._.
w
i
z.
v, 13 a c,t e Top 1 51.1' 1 :-
X liegelale per Pleating Plan 11\ 1 (A�I�rdJ' ..d
1
1_.__._._.................----.........................._...............
..
CD U
f LL
Block Retaining
/ Wall .. Station 8r75
5 ,6 inches of Top
soil v/it
h
Drainage and FrLI •c, , �•......Crest Elevation Contractor's �r)f�.,cI Ix
�,� • '"t
. ..' .
'...,. ,.,.,..._.....,........„............_ .._....._ ..._.. __- ;.,t. .._..'
F
..._..._._._....-.Details Per Sheet 3 .....__....._.........._.......................................................:.... .........._..._......._...... ..,
an.........._.._
,
/
7rStation 8 ` t 2w t
Top ~le al.io- 33., \3cl[onElevation = 31P Asphalt Paving and Curbing
t t
t I
a_ .......... .__.._.__.._.............. ........... _ ,...,.. _...__ .....,._..... ___
3 \ I I f
t
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CD
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C,GOthF��rlllri? 1 lotlgnt�rl Clfasert''`��
Loops with Supt)ly and Return to
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PHASE 2
2',(':i-28'±
_.__»--------------------_ ......... ---- --.,.__....._..»_........ .....,.------------ .......,..-----------------
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4 -inch thick
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PAD READY FINAL GRADING CR055-5ECTION5
WAIL SECTION
AND PLANTING AREA DETAILS
Station 617J
#42 PINK ROW
Y
PREPARED FOR
Crest of flip Raj:) Berm
2.inches u{ Asphalt
..........
MONTVILLE, CONN.
Elevation= 6'1.5
,�
B+75
!millings Recyclect front
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Planting Area 6
Onsite Perking Lot
PHASE 4 --
50 ' --
MS Sargent's Crabapple.2-2:5 in BxB
N4S(3 Malden Grass 3 qal
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PHASE 2
2',(':i-28'±
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-
4 -inch thick
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61I'v9 Black Ckiok-eberry, 3w4. ft Sa
O PLANTING AREA F.►
f� yberry, .3 4 ft
VL fiat}t yborry, 34 ft
TOPSOIL SHALL BE L005E AND FRIABLE, FREE FROM STUMPS,
ROUTS BRUSH WEEDS FROZEN PARTICLE,R C T
ROCK OR STONE
O,V-R 1.25" IN DIAMETER AND ANY OTHER MATERIAL THAT
WILL PREVENT THE FORMATION OF A SUITABLE SEEDBED OR
PREVENTGERMINATION AND PLANT GROWTH.
6+50
PAD READY FINAL GRADING CR055-5ECTION5
?r,r jTr?q
AND PLANTING AREA DETAILS
#42 PINK ROW
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MONTVILLE, CONN.
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IG Japanese Holly, 3 golf
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PAFountah1 Grass. 'n gal
AE S CHLIMAN LAND SURVEYING, PC
PFA Abbotswood, 2 gal
1379 MAIN STREET
31-i Sweetbox, 3 ,cgal
-
SP Gold Flame, 3 gal
860-528-4881
REV. 2-11-14 P&Z 5 T
DATE: 1-28-14
SCALE: 1" = 40` MAP NO. 213074-1B
PLANTING.AREA
POP � r00
SEED MIX SEED NIIX
AA-
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\1ew England Wetland, Phhts; Inc. 0213 err�slorl Control
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1rld 1,001st S tt
AA Shaa(J LlSh, 5 :3-4 feet
61I'v9 Black Ckiok-eberry, 3w4. ft Sa
O PLANTING AREA F.►
f� yberry, .3 4 ft
VL fiat}t yborry, 34 ft
TOPSOIL SHALL BE L005E AND FRIABLE, FREE FROM STUMPS,
ROUTS BRUSH WEEDS FROZEN PARTICLE,R C T
ROCK OR STONE
O,V-R 1.25" IN DIAMETER AND ANY OTHER MATERIAL THAT
WILL PREVENT THE FORMATION OF A SUITABLE SEEDBED OR
PREVENTGERMINATION AND PLANT GROWTH.
6+50
PAD READY FINAL GRADING CR055-5ECTION5
AND PLANTING AREA DETAILS
#42 PINK ROW
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THOMA5 G. FACIA CORP.
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NN 4 5
203-858-4034
AE S CHLIMAN LAND SURVEYING, PC
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EAST HARTFORD, CONN. 06108
PEV.4-24-14
860-528-4881
REV. 2-11-14 P&Z 5 T
DATE: 1-28-14
SCALE: 1" = 40` MAP NO. 213074-1B
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FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNEC P T
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HELICO '( < \ SMH \, 27 1 TRAILER 15 ?2-2
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6566 HEL CO �F \11,11" '\ \` F'.=X I `' .,\ / all-. C -. - �� SlG , TM 23.66 w
REFERENCE MADE TO MAPS TITLED: j \ 1. \ � �N �� I i ONC 12 L, o� F- ( ) ire L
\. \ bi P „ } o TNV=13.06 TNS c� 't'
�,�� \ '` \ _ £ 0.59 � INV=12.76(OUT N) o '
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1 "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE NORWICH -NEW r 01
�
LONDON ROAD FROM THE WATERFORD TOWN LINE NORTHERLY ABOUT 6,000 FEET. ROUTE NO. 12" DATE: � °`�> II
`'\ \ ' \\` `k '. '�� TRE 134, o
\ w `y ��y.. 2�� RQ N o
FEB. 27, 1937, SCALE: 1"=40', NO. 9014 SHEET 2 OF 2, L.T. BENTON JR. ENGINEER. '\ \ \ 1"I'll, � \ � '�N'' ` \� �, ,G�, ,?. GRANMS�.._ #� _ �4 05'MW -,j
Z. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE DEPOT ROAD ,llv,\. �' -1, `11`_, v 5D ', W/DOLL H LE- a, - 3
FROM T NORWICH -NEW LONDON ROAD EASTERLY ABOUT 1.500 FEET." DATE: MAY 31, 1939, SCALE: 1"=40' I �� 4`'t l ~< �`' ~` \ ` -21 in a
F M HE "` ", CLAP ' T
�� `\ �`. \ "� (_ y;� 6256, c i.
4 o i
\ ��
NO. 85-05 SHEET 1 OF 1, L.T. BENTON JR. ENGINEER. ;� �� �r,R, h; Y \. „V \` ''.,,
" SHOWING ACQUIRED FROM MARTIN GOTTISDIENER TRUSTEE BY THE
3. TOWN OF MONTVILLE MAP SHOWN Q Lo
® `°°`s 4'YDRIL HOL � " " \ 0. °, ~ 045 s' o
STATE OF CONNECTICUT REHABILITATION OF BRIDGE NO5.00926 & 00927 ROUTE 32 OVER OXOBOXO
Lo
F11, v
BROOK & MILL RACE" DATE: FEBRUARY, 1988, REV. 4-15-88, SCALE: 1"=20' BY CLOSE, JENSEN &MILLER, PC '' �_ MW`
C ` ., y _s.. TF=54. b \ ; ,,,, `''0 ` ',\' 204D � � DETAIL
REVISED ARCA HEL CO'\ INV=48.71(IN . °`\. \ ,a �, ��� ( - I
4. PLAN MADE FOR SIDNEY BLUMENTHAL & CO. INC. UNCASVILLE-CONNECTICUT' DATE: APRIL, 1954, SCALE: \ ,,+ \\ 2 % 1 �;o N.T.S.
1"=40' BY CHANDLER &PALMER ENGINEERS, NORWICH, CONN. ^ 6 665 � 4 V=48. 6(OUT) �� U � ., `� 22' I I
`'t \� \ \ :, �, 259 ,
S.F.•\ EXISTING CONDITIONS MAP
v =bre a•: I
5, "PLAN SHOWING BOUNDARY BETWEEN HIGHWAYS AND PROPERTY OF THE UNCASVILLE-SHELTON CO. INC. \''N \, �,'w j `. \ \ :� Q , \ ` \ �, °V ``< / Z
MONTVILLE, CONN. AS APPROVED BY THE SELECTMEN OF THE TOWN OF MONTVILLE" DATE: 2924 ALONZO B. 10.6441 AC. 1 o, � � ,i f ¢
., \ #4 PINK ROW
PEED CONSULTING ENGINEER.? -� ��°. ` 1 I ;�� ;�-
� t t =
\ \
EE ly 1 \ 1, \ I I I
I In
6. --"RIGHT OF WAY AND TRACK MAP NEW LONDON NORTHERN R.R. CO. OPERATED BY THE CENTRAL VERMONT , ��� \ \ � - °< � � o PROPERTY' OF
RY. CO. STATION 5+49.2 TO STATION 52+80," DATE: JUNE 30, 1917, SCALE:. 1"=100' OFFICE OF VALUATION \ 1 1 I
� ENGINEER, ST. ALBANS, VT,
SMH � \ '"\ " ,\``� ,.' , b __ o THOMAS G. FARIA CORP.
_ \ 2 � 11
a 7. "THOMAS G. FARIA CORP. UNCASVILLE, CT USA PLAN OF PROPERTY OF ZIP CO, INC. UNCASVILLE, TF -63,76 \ i 2 -- CL&P
� CONNECTICUT" DATE: FEBRUARY, 1962, SCALE: 1"=80' BY CHANDLER PALMER ENGINEERS INV=48,20(TN) CPCo "I - \ \\ ` �'`, �� � � 4 � FL_ 625
INV=43.70(OUT) 6564 ' ' A � - ' _ r-- �____ ~ `` }24:'2 I a,a MONTVILLE, CONN.
M __\ \ -7 6
T CERTIFY THAT THE WETLANDS AND OLo R HIGH WATER MARKS WERE FLAGGED IN THE FIELD ON :°/'w.._: TF -25.52
< 'r)/,�) 1----' Cg �4 R 4 _ PREPARED FOR
, 2013, AND THE LOCATIONS ARE AS SHOWN IN THIS DRAWING. NO -FEDERAL - - +' . �w"� --- 3° �''. F,L=22.52 IN(IN S) _
\ TF=26.2
WETLANDS WERE IDENTIFIED ON THIS PROPERTY. 0a _
�, � °� � � w .� �`� / � % --' lF' 2 _... 'FL=22.27(IN W)
cd c' , \ '> \� \ z`F / / P�' Q`1,1I '(R E FL=23.1 I - FL-22.35(OUT N)N jj a,"". +Jj(j i�� ADVANCED ENVIRONMENTAL
- A 's, r` \ d ��" \ °i, a� ` +```c� -�., /(iJ 8"718"� m I " V
M TREE,., I a
CYNTHIA RABINOWITZ, SOIL SCIENTIST -
HGCONN SOIL, BETHLEHEM �' / / INC. \ "b \ \ 12„ "'— — (� cv INTERFACE, d✓
Q 4 , - -' �ln � CAT. `� >
MIDDLE I CONN
1 �-.�:�►N � �I � F FLD
TYPE OF SURVEY: PROPERTY TOPOGRAPHIC
tis, TF 38:88 E� 17
N S ' .y „ �} I ,. I
cd . IN,- +"L N1/=2 ,94 ,--1 0
11 BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY \ <,. �, , �/ %p <>',, \
t '' —f-- �n 24 SAN I I,,-
SMH
,. ,,w4 FL--. _ „7��� TF=28.81
pq CLASS OF ACCURACY: A-2, T-2 , ) .
w N,�-�` `�`'1`' J J I %'i3. G ' 186,50', I � REV. 10-20-14 "PARCEL A" EASEMENT TO BE CONVEYED SHOWN
TO MY KNOWLEDGE AND BELIEF, T!-lIs MAP IS SUBSTANTIALLY CORRECT A5 NOTED HEREON. THIS SURVEY WAS -� I INV=20.b9(IN)
11 °' PREPARED PURSUANT TO ,r HE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION ZO-3006-1 THROUGH , y " SP `'' _° k r , W 0 INV=18.0 UT REV. 1-Z7-14 SOIL SCIENTIST CERTIFICATION ADDED.
1 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ADOPTED BY THE 1� _ - £r
SMH - ROAD COMMONLY REFERRED i0 �� I - AEw.7CHLi1�V1A1V LAND SURVEYING, l�
CONN CTICUT ASSOCIATION OF LAt�(h SURVEYORS, INC,, ON SEPTEMBER 26, 1996. �+ T� A Thu 7 L� c TF -47.34 "'------ cn
CD
GRAPHIC. HIC. J C AI L' 5MH N INV=32.89 FARIA LANE AS I Z
�' - 4o a 20 ao so TF=50.77 OWNER: CL&P I
INV=43,37(IN) 5O\ Z 1379 MAIN STREET
THOMAS G. FARIA CORPORATION b304� 06108
wA DROP=34.87 �
� �� `� INV=34,77(OUT) A55E55OR MAP: 74 EAST HARTFORD, CONS, .
� SANDS E. AESCHLTMAN L.5. # 14201 i'
IN FEET ASSESSOR BLOCK: 38 (860)-528-488
co NOT VALID WITHOUT EMBOSSED SEAL
ASSESSOR LOT: 000
N 1 ininchZONE: IND
40 ft. DATE: 11-26-13 SCALE: 1" = 40' MAP NO. 213074-1A
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