HomeMy WebLinkAbout87-31 East Hartford Welding Site Plan OAtI bAHA J. 8E ELAINE LAMB r �,
- 1.P. 'p 244,O ( ( ED MAP) 10 N/F
F -
- _ 244.31 I P 336
_1� . 18 (FIELD} �� NICHOLAS LATA. JR. ET. AL_ cA '
336 1Q
AP)
G
51.13 NAP)
- MOH. TO 8E S ) II
CONSTRUCTION ET 5i.02 (FMELD} 12
F
r ) 5q
_ ` MOH. HELD �ccr
LIMIT ..� �h - -�-- _.�. _..____ 1
BUILDING LINE 1 INvCC rS740-23'-0911E I.P. (TO BESET) 235.64 '{HELD} ` C�
AREA - 6 205 -7-
- ��9 S�. F i, p 15"RCP 15"RCCE �' Nip
14. 33 ACRES INV,66.25 < cgr4
n \/
BUILDING l_INL' -----•. 15"RCC[ ' aR
41 INV 66.00 m - bb
( \
f- - PERF P.V.C. - 6766 - Fif.;GRAI)1: EXISTING DITCH
`! R 5 25
O \ �'.,,i� AS IV1~CESSARY TO DRAIN CR: 964-5a
N16 i 70
18" SEPTIC SYSTEM - CONCRETE
I f \ PUMP CHAMBER- 440 GA! CAf?
o r r-
I TP. // \ .� 68" - HAYBALES 2000 GAL, SEPTIC TANK. ° 1' Nix
EQUAL TO ROTUNDO ST 2000 69.0 �-- A AR
1 PERC. x .`�
6 CEDAR ; i~ DISTRIBUTION BOX OUTLET INV 66.15 ,(s� 66.5o SITE y_
STOCKADE ; ` ' EQUAL TO gO7 U�tflQ D�_, 5 ®®.� �.. ...INLET INV. 66.40 67 rcQEnC'�c.a �YpwT"C.. C B.
c
FENCE OUTL ,T--INV 67. 92 ,� � `� Fo
INLET INV, 68.00 4"*0 ' ® ® � 6� o Rep 3 ,Nv �66.6a _ y
o�� � 69 75°-3y �751 ^ p
2„ PVCE�.o0ZOO7,
R
68 0 °\o r` �i -OFF
INV. 69.7 f 4 W x 14'H a c�n,� c c}'BLOB~0 C �N 4' ae
^� 325 TRUCK BAYS S7 JP M.J.l AND E VALUE 1 351 SO I , �,
15"RCCE 70 6 ~'`6T--- -ASIDE LOADING �` �,,X4'�REcuc.ER K TO GA S RESTRAIN hip En��e�Rc
,T INv.65.s8 R---� - _ a 75 `�= RESTRAIN tM•sll OPEN t<E j tR1 t -
6� _ � r � !4'WxI4H
AUPIO- VISUAL SEPTIC �, " ATE VALVE 4O i
WETLQNflS ; /s R 1�- -~ TRUCK BAYS PUMP -CHAMBER ro L ROADWAY ARE
_� _. p 12 G 'Jl I
LlMIT_ 1 Oq `y-- INSIDE LOADING ALARM LOCATED AT _ ��,� O A Z �
s.o COLUMN A7 ' , GRAS., 42 ,855 SQ. FT ry t� 1! m r
DUMPSTERU'l \ I / a
�o FIN. FL. 70.5 - BM.+-68 76�, 0. 98 ACRE
_ _ ht J m
m
O / r \ m o
6coNCRETE DUMPSTER -- -� g 0,� � ��.� -' _ 24,000 S.F ,- SPIKE 8�� � 1� � 1 1
PAD SURROUNDED BY 6' PEDESTRIAN •� GAL !
CEDAR STOCKADE FENCE T•F•-68.00 ENTR
ANGE OR f
�- -� - 66.02 i �. 25 C 8 ' - "C' CR. p ORA'CIO V TI E
INV.= /S ` gl ON Tv 4 No IT. GORP 45 TO V1G
! RCP s1D 1. . f,5. o I[ySTA I' AT10N TE E U Efl >rOR S
5 CO S `tNv.66. 3 ----~ pA EMENT � � I � I `
`6
I X Sr 34 -� fool N To 8 8
� IO � � 35 STE
2 AR 6' 3 % _o
STUMP T.F . N O _ - R
CIb ONNECT
�h 7 INV 2 WATER,
"
O BURIAL _ 2 I
164,50 AREA x 15JP N __� �RriNAM Jrr.
/I --
BUILDING LINE- ` t o0
111111 col -�"
620.49 �FIE 81 MAP)- � '"
---�- _r- _ 7( 7 '
N 8 0°-4 0 4 4 W 620. 17 t D E E D + C'
�o FUEL TANK _` KEY
UNDERGROUND LED I I�2" CURB STOP KE 1 MA
t \ ` N16A100•I SCALE I'---200�
I.P. TO BE o NSTAL 1i
Y i LAT. 4I a8 05.I f
--r f LONG,72 36 20.4 __ _
L...--HAYBALES LON `t'��T la?'r
HErIFtY R. EDELgERG
ZONING DATA B
p ' _1 '
Organic material , o ����
_ , _ , 1 , rots , humus
1 4 . 8 Fine brown sand , some very fine sand ,
o little silt REQUIRED
-- �� PROPOSED
O 4 . 8 ' -6 . 2 ' Grey very fine-medium sand LOT SIZE
6 . 2 '- 20,000 S.F. MIN. 15.31 AC
�"GAGE 8 Coar.se-fine sand
1Z"x 6"TES' LEFT 1 8 ' LOT WIDTH
q Bottom of test pit 100 FT. MIN. 255 FT��) N r A- LOT DEPTH
200FT. MIN. . J623 FT.
• a,+'`���r�4 _ �occ�« �/� �ortz`/2 U/C/zt/•�v� I � 1NSLVE� p1I.3.�T l2 8EN1N0 ALL ,� �Yp�.ti'c„I0.6 r No Ledge BLDG. HEIGHT
1540 SULLIVAN AVENUE . SOUTH WINDSOR•CONN.060r4
2 9 FT. M AX, 20 FT.
"' �cU�?" o� �occz`/z. �L(/IJYC/tSt?'7 'O'u•:o^^ AREA CODE 203/644-2511 I V Np 1-IY�RANOR RESTRAIN 1, � iKv :67 56 0 2. 81 Mott 1 i n
CC g FRONT YARD 35 FT. MIN.
1s40 SULLIVAN AVENU[ SOUTH WiNP50R,GOGI N.UG07a 5 • J ' Water SIDE T 35 FT.
AIttA cone zo3/6a4.zsl1 October 3t I �uR� 1GSo aAGK �0 SEE• C,3 -_, R Qq) _I � p ARD
1985 10 FT. MIN, 10 FT.
�ITTIN TYp670 l0 �► o Z_ -REAR YARD 25 F
Iu]1• za, ]9d6 .i�: O Percolation <1 min/in T MIN. 25 FT
EasMr.t
Fen Comeau IN`J=67 66 1 ti o c0 3?_ � m LOT COVERAGE o
50 % MAX, 4
Far. }:en Comeau � East Hartford S4elding �l � t �- NOTE : Pere test super IMPERVIOUS COVERAGE � 65 0
Last Hartford welding Co. , Inc. 150 Batson Drive } -v 1 sed by Town San] tar 1 a i7 /o MAX. 4 0%
156 Aatsan Drive Manchester, Ct. 06040 X �_m p N x
Manchester, CL-. 06040 _ 90/1
-
Dear sir: u,� m SEPTIC DESIGN
L>' L
Dear Mr. Comeau: * C7
Re: Apo. #1113 - Site Plan of Deve1 , O � �; �Re: Arnanded Site Plan for 450 iiurnhalll street onment O l' SO EMPL. x 25 GAL/EMPL./flAY
Please be advised that the Planning 6 Zoning Commission voted ` 1250 GAL/DAY
�}?)Op Please be advised that the Planning L Zoning Commission voted on on October 22, 1985 to approve the site plan of development for 1 1250 GAL/ DAY _
N16 Jul 2' 1986 to approve the amended site plan of property located on the north side of Z i 2 GAL/DAY/S.F. LEACHING
p development for: Burnham street, as shown i 7J ` q AREA = 625 S.F.
property located on the north side of Burnh01
am Street, in an I on a Plan prepared by Fuss 6 O'Neill, dates Sept. 2 (A r
zone, as shown on pans prepared by'Fuss & `0'tdei11, dated to 10-7-85, Proj. No. 85-360-A, subject to the folleeincr�vised I c 625 S.F. 3 S.F./L,F. TRENCH
Sept., 1985, revised to 6-24-86, subject to the following modifications: N t = 208 L,F TRENCH
modifications: i 1 LD Ut O 208 L.F, 3 TRENCHES = 69 L.F./TRENCH '
1 This approval is subject to the conditions of approval of I N (USE 63 WITH ENDS CONNECTED)
1. The "stump deposit" area shall changed to :.-ead "stump burial,, the inland Wetlands Agency/conservation Commission. p t NOTES t
axe: '-• Dumpsters shall be located on concrete pads and must be �' pJQO
?- The installation of the fuel tan'r, is subject totlle approval screened, 1) ALL DESIGN COMPUTATIONS MADE IN N163
of the Eire Marshal.
3- tro outdoor storage wil �-
rlrt` �I ACCORDANCE "
3. Surety bonds, in the `ollowing amounts, shall be submitted g 1 be permitted on this site. >r cp E WITH TECHNICAL STANDARDS
a. Outdoor lighting shall be in accordance with Section 8,7.3 of � FOR THE DESIGN AND CONSTRUCT
to this Commission: the Zoning Regulations. I I0 •
i SUBSURFACE SEWAGE DISPOSAL N OF
$5,0000 to ensure om liars e of Lsa proposed read; 5. -;seas where trees are not to be disturbed must be shown on NSF 11
control
to ensure compliance with soil erosion and sedimentation I 1 AL SYSTEMS
control plan the plans. I EDEL6ERG N BY THE STATE HEALTH
BEATRICE H
` 4- Prior to commencement of site work, i meeting must be held with b• Front, rear and side yards must be shown on the plans. DEPARTMENT.
Torn staff. 7. The 100 Year storm must be addressed, � � 2) THERE ARE NO WELLS WITHIN
5. All conditions in this Ccnuiission's approval : 70 88 500 FEET OF
:P lesser dates 8• The street name and location of fire hydrants is subject to THE SYSTEM .
October 31, 19A5 must be complied with before issuance of a ' NrO --
aPproval of the Fire Marshal.
building permit. 9• A typical road cross-section should be shown on the plans. 1( O
A black and wllitq transparent illylar of the modified plan, together 10,! with three blueprint copies should Le submitted to this office Quantity estimates must be submitted to the Town Engineer for I '0 promptly- This letter of approval, as well as the 10/31/85 letter, []te Purpose of determining bonding, j
submitted prier to filing the final and the bond must be
by the be reproduced on Lhc mylar- After being stamped and signed g plans,
by the Commission, lee mylar will be returned to ^ou and must be
filed ill the Town Clerk's Office within 90 days. The Commission voted to accept a letter of credit for a ASS 5�
one year term in lieu of a surety bond, The letter of credit f'I`
Yours very truly, must be renewed on a yearly basis until completion of the FOR WATER APPROVAL
development_ If a new letter of credit has not been received
. Pi_AIJIJI�7G 6 ZONit�COt•IbSISS10.1 -
,�' i ,
ens. CO DrVELOPER° f•. l '
I..ouise C. Evans, Cllairnian ^tr. Ken Cprneau -2- 10/31/A5
CC: M. Iic,naclt, Planning Di.rectur. 1 � BATE
E. Martel, Town Engineer 1 '
E. Belleville, Assessor within thirty (30) days before the expiration date, the
Iran/cc i. tiE_F3F ii1 1;1lf TI
Commission may, at its option, call the letter of credit it TOWN ENGINEER i !'7 1 i r lt;= ?1F' :•(�(~ Sz•ri-SVi-Y ;;t iiE:
T. D'l.uria, Building Official ' is Holding. BATE �t_iF�P�t.F - 1
{ �E iiJ LUFiI 1N .( i Ti II TA NL ` 'i'S OF ra
ll. A liissi n insurance policy shall be submitted to this O [ '���A-2�lJFit'EYAS i?E1 1NE IN THE u[)E [)F rF� r' I
Commission naming the Town of South SVindsor as an insured O _ �.-T l�Er
data a combined sin,le limit for bodily injury and/or property ` ' 'ti'J' ArJ;J ('F •1.(,; LJF1•i' Y' F
O .,LRVI� Y� •lfJ(_ MAF'
damage in the amount o£ S1,000,OOQ.
;� .11'f Nit_' itl ?! L
i:-
-'-- No building permits n co be issued until all the conditions / ;.ON�tl it lf1 \titiC1� !T(CI �)
Gf approval have been complied with, and L•ite final plans have
ry f L•1N, tiU}ll:_E "•,)ftS. 'rJC.
been Piled in the Office of the `Down Clerk. I
NOTES 13. A dead for the road must be submiCted to this Commission prior
r
to filing the final plans. It must be approved by the
SANITARIAN SHALL RE-EXAMINE FINAL SEPTIC DESIGN Engineering Department and Town Attorney and be in accordance ` I
with the policy for accepting deeds (attached}- The deed +`
AT TIME OF CONSTRUCTION. . will be Held in escrow until completion of the development 0'A�`� NC and then referred to the Town Council for acceptance. 60�3 � I
2. THE 100-YEAR FLOODLINE DOES NOT ENCROACH ANYWHERE (D
1E- Prior it commencement of any site work, a meeting must be t / `0 5 OWNER
ON THE PROPERTY, held with Town staff. \
\ REGRADE DITCH FOR 50 'MpN g �`�� M EMANUEL C. LUGINBU
3. ALL SITE LIGHTING IS. FREE FROM EXPOSURE TO ADJACENT e /�] \� D C. CODE 343-440 HL
A black and white transparent he le of sheet a1, together with NECESSARY TO DRAIN 0` AS v ��- `• ` \ �C� Ill( ELLINGTON ROAD
RESIDENTIAL LOTS, three blueprint copies, with the letters of approval of this Commissict �3 ' CORNEAU WAY , S. WINDSOR `
and Inland Wetlands agency/conservation Commission this
thereon, ~ �PL v TOLLAIVD, CT 06084
4. EXISTING TREES SHALL BE PRESERVED must be submitted to this Commission to be stamped and sinned. ' GP �,P. I 875-6929
WHERE PRACTICAL. NO
The mylar must be filed in the Town Clerk's Office within 90 days \ `2 (l, `'' �rlrsnrrsrr•,•�.'
TREES SHALL BE REMOVED OUTSIDE CONSTRUCTION LIMITS. of the date of approval (by 1120/86). U /,, RGP SpF� �����J�,C0N F
]ours verytruly, G EG�S ,%'A, /� i� ( ,C% t ,, rF1C0
\ tCr 1 ( K
m6m memo,
PLANNING L ZO IVG C0:•1:IISSIO2. (L ` v'i �_,� ,e��lf,i`pt+t 0• Gff %J%JS&0PLANT LIST -�
v COr�sUltrr�vg B:•: �`. '(. S� NE
RE'� <� /'��P�ER INSTALL 12 x 12 TAPPING �`;� �i = � ' = - g er) g ineers
SYMBOL LEGEND _ f t _.. _ -
QUANTITY NAME ens. sobers GI1ligan, /Chairs _ �. ! CUT �.
2 SLEEVE AND !2" TAPPING t No12177 `' � ;� �: MA NCHES�TER CONNECT
�� - GATE VALVE (M.J.) (OPEN LEFT .<v��� "g�o'`� - °. sz4s.
r' RESTRAIN 35' OF PIPE NORTH ) =4Y: suitv��: � ^�Po=4fo •'go-
ANDORRA JUNIPEP. HAYBALES cc: Fuss f O'Neill 11 '� 6 '`•••..,•rrd�r'` f--_�STEPCO+,���
JP 68 SITE PLAN
(JUNIPERUS 110RlZONTALIS a. Martel, Town Engineer -"`�' %'�.�gTDNALL��'�se"
-�~0 SILT FENCE E. Belleville, Assessor APPLICANT : ''•�,.r,YE I
PLUIJIOSA) T. D'Auria, Building Official FOR
P. De-pLanniiie, Planning Director !•- EAST HARTFORD WELDING,INC. REVISIGNS �+'�•
AR 3 RED MAPLE �`-- CONSTRUCTION LJM ITS 1'I• tanning, Fire Marshal •� � C/0 KEN CORN EAU i0-7-85 (�
inland Wetlands Agency/Conservation Calmnissiu:l � 150 BATSON DRIVE � i2- - 10-I-$6 EAST J I �A1�TFO R D WELDING,
(ACER RUP'RUM) MANCt�ESTER, CT 06040 co 2 85 10-7-86 INC.
CD 649-- 1496 CD 12 -20-8� BURNHAM STREET SOUTH WINDSOR , CT.
o
- ,, O p 6 -24-86
1 PROJ NO BATE _
0 7'-7-86 SCALE I FIELD 8K 13
DESIGNER CHECK=R �_SHEETJ[1
8-Il-86 85-360AI =40 F� r.
2 93 3
c.o.s_
o ..,... _
cA
CD N/F m 1
9 Qo RIPRAP BARBARA J. $ ELAINE LAMB N/F rn
o _ _
I. 0 244.0' (DEED $ MAP) RIPRAP NICHOLAS LATA JR. ET. AL_
244.31 (FIELD) 10 I.P. 336. 18 (FIELD) 0 0 S 72°- 18`-53"E -�••_--�-- _ ��1 �� 3 3fi.60 {MAP) 0 0 !
0
INV. 65.0 -- � -- �-- -� I.P- TO BE SET) 11 51.02 (FIE LD) 12 MON.(HELD}
i
���~~ `~66--� f� - � 74°-23`-09"E I.P. (TO BESET) 235.64`(HELD) \\ j
\. 62 Q N/F L-0T4
SILT FENCE - INV. 66.0 �� N �`• z
BUILDING LINE
AREA = 667, 060 SQ. FT
SILT FENCE
15. 31 ACRES M bE
m
m
-- 4" PERF. P.V.C. - FL 67.66 REGRADE EXISTING DITCH
AS NECESSARY TO DRAIN
LEACHING GALLERIES - 4 SF/ LF s`�D
N164,100 EQUAL TO ROTUNDO FD 4X8 - L sr° 10 �-
RF \ s HAYBALES 2000 GAL. SEPTIC TANK l AR \�
„ T.P S�cR �, 8p EQUAL TO ROTUNDO ST-- 2000
---� o PERC. < qR q �'` EQUAL
ISTRIBUTION BOX � ��,,.®._..�� NLET NV.OUTLET N694015 SITE
Q UA L TO �T URtBnrQ•g7 5 � \
° OUTLU-,J V. 6-7 92 .s "'� N/F '"AULUCC, �•
C° 68 ,► 6 8 s
INLET INV. 68.00
0000 +~w 68
......... .
IV/F
°o
S:0.5%T F 68.20 1 IV. 69.70 14'W x 14'H
EDFLB�RG ��\
N/F
INV. 65.64 295 TRUCK BAYS L
7 JP
`- ED�LB
ERG
-INSIDE LOADING
rO 7►.5 68- 75
. < a' t Z
250 W. n? 1 Z I
�\�� \ H.P.,SODIUM LTS.;n �0 ` j� n
g° _� TRUCKI BAYS g{l 9
m
POLES m
11 r
INSIDE LOADING +7 -� m a
T.F 68.00 `ETLANDS LIMIT INV.65.88 GRASS IM
40' �
71.5+ 71.5
FIN. FL. 7 I .5 _ B.M.+6S.76�
6, � 19,000 S.F. EDESTRIAN SPIKE IN 8
S RC 0 a ENTRANCE 71.5
� -� 180 ON B BIT. � + I � � 68
s;O Stu\ gl PAVEMENT
+70.Z / r piR;
to t
6' 0 o i 6 CLDIPW
WATER ,
2 AR 0°� 17 JP 4 F. 9 ^` PROP. 70 2 p - 6URNNAM _
,� BIT. PAVEMEN
a { 69.7 -� r 6t
0 `9
N (64
LINE .
gulLpING s'
BIT. CONC CURB 49 (FIELDI
w - 4 W 620. I7 (DEED & MAP) �_f
v, N80o_40 4 62 \ \., KEY MAP N�6� °°
I.P. TEST PI
SCALE i"too'
` � '?' DATA
~o ��' HAYBALES A-
-�
N/F EI-BER ET. AL. - ZONING DATA BLOCK
HENRY R. ED�
0 '-1 ' Organic material , roots , humus
r I
-- \ f 1 1 ' --4 . 8 ' Fine brown sand , some very fine sand , REQUIRED PROPOSED
little silt ----
1 4 . 8 ' -6. 2 ' Grey very fine-medium sand LOT SIZE 20,000 S.F MIN. 15.31 AC
EROSION & SEDIMENT CONTROL PLAN _ 32 LOT WIDTH
6 . 2 '-8 ' Coarse-fine sand 100 FT. MIN. 1673 FT. (SEE NOTE)
\ 8 ' Bottom of test pit LOT DEPTH 2O0FT. MIN. 660 F\ r T.
1 . Land disturbance will be kept to a minimum ; restabilization r BLDG. HEIGHT
will be scheduled as soon as practical . \ l No Ledge 29 FT, MAX. 20 FT.FRONT YARD
0 2. 8 ' Mottling 35 FT. MIN. 35 FT,
2. Seeding mixture for finished grassed areas will be as follows : 5. 5 ' Water SIDE YARD 10 FT. MIN. 10 FT.
-4 0 REAR YARD 25 FT MIN. 25 FT.
Kentucky Bluegrass 45% N N n Z Percolation <1 min/in LOT COVERAGE 50 % MAX.
Creeping Red Fescue
45% �° 3%
Q_
NOTE Perennial Ryegrass 10$ NOTE: Perc test supervised by Town Sanitarian IMPERVIOUS COVERAGE 65 % MAX 13 %
OWNER HAS ESTABLISHED BUILDING Seed to be applied at a rate of 3 lbs/1000 s , ft.
-�
q
LINE BY DEED COVENANT AS PER
SECTION • �o�OF TOWN OF SOUTH Planting shall be accomplished between April 15 and dune 15 or J a m
ZOO �
WINDSQR ZONING REGULATIONS. THIS / ?
COVENANT IS RECORDED IN THE between August 15 and October 15. I G t
LAND RECORDS OF THE TOWN t n
3°° OF SOUTH WINDSOR. 3 . Haybale and/or fabric filters will be installed at all culvert 0 m r
N164 LOT WIDTH IS 1673 FEET AS PER outlets and along the toe of all critical cut and u' °
SECTION 1 . 12 F OF THE TOWN OF fill slopes , N ' o
SOUTH WINDSQR ZONING REGULATIONS. 4 . Culvert discharge areas will be � 39
protected with riprap
channels,
o t_
� w
5. Catch basins will be protected with haybale filters throughout
the construction period and until all disturbed areas are i
thoroughly stabilized .
PLANT LIST N/F ,
BERG
6. All erosion and sediment control measures will be constructed BEATRICE H. EDEL
SYMBOL QUANTITY NAME in accordance with the standards and specifications of the
"Guidelines for Soil Erosion and Sediment Control" by the
JP 64 ANDORRA JUNIPER �
Connecticut Council on Soil and Water Conservation .(JUNIPERUS HORIZONTALIS k
PLUMOSA) 7 . Erosion and sediment control measures will be installed
AR 3 RED MAPLE
to construction. prior
(ACER RUBRUM) 8 , All control measures will be maintained during the construc-
tion period, as necessary or required . /
9 . Additional control measures will be installed during the (�
cD
construction period, if necessary or required . '
10. Sediment removed from control structures will be disposed of I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
' / PREPARED IN ACCORDANCE WITS ; THE STANDARDS OF A
in a manner which is consistent with the intent of the plan . CLASSA-z SURVEY AS DEFINED INTHE CODE OF PRACTICE
11 . Contractor will be assigned the responsibility for FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS,/ ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE
implementing this erosion and sediment co.ntrol plan . This r CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
responsibility includes the installation and maintenance of
control measures, informingall `
parties engaged on the
\00 construction site of the requirements and objectives of the
N164 plan, notifying the proper Town agency of any transfer of this responsibility and for conveying a copy of the Erosion an L. S.
d t,w
Sediment Control Plan if the title to the land is transferred . 1 ,,AID c
$60,'o E'Cl .t
cJ OWNER:
12. All fill to be placed shall meet requirements for "Free- 5 °gE� UH
Draining Material" as specified in DOT Form 813 Section 2.08 . EMA E C. LUGINB
M0NN��� II( L L ON OAD
NB tP ClD 0 608
CT
CONSTRUCTION SCHEDULE JP�yE
�E 929
C'P0 got F`coNA,
1 . Install erosion control measures for fill placement . �.�'�,��� �. cf��s,`c_ ,it� Cif CO& � ti U
2 . Rough-grade roadways . \.�i�� ' 4
9 g
consultin en ineer
_
INSTALL 12"x 6" TAPPING S $ V { Z NO. 12327 4', � *; �;,r ;
H TER , CONNE
3 . Install drainage and utilities with associated erosion control St- / <-��es sE°rr�� �� = tao. 62�9
measures . °4t'� p'_,oF
66 / L ����� '4�1���,►t* S�4a.=�ISTER£Q '6{va��,, L N
` •!
4 . Finish--grade roadways and stabilize slopes . �� � � APPLICANT: moo �'"'•����"'``
to FOR
5. Construct office , warehouse and parking structures , CD EAST HARTFORD WELDING,INC, REVISIONS
6 -4 ' -- m C/O KEN CORNEAU m 10-7-85 EAST H ARTFO R D WELDING,
150 BATSON DRIVE INC.
� D MANCHESTER, CT 06040 U R N H STREET SOUTH
No Landscape , loam and seed entire site , 0 m a� WIND
0 649- 1496 SO R ,
0 o
7 . Dispose of sediment in appropriate manner .
/ 0 0
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BARBARA J. a ELAINE LAN;B N/F (PN f CHQLAS LATA JR. ET. AL_ Of.P. 0 244.0 (DEED a MAP) 10 1.P. 336. 18 (FIELD) . 6.45' 0 1~~� N/F
_ 244.31 FIELD _ _ 336.60 MAP
-r-- - n�S72°-181-5311E -�-�' ` --�� 1�" =o S69°-34(-56 )E -� _ II 1? MON.(HELD) ^�
51.t 3 (MAP) f
_ -6 �- MvN. 51.02 (FIELD) O _ I s� +vix
�----- - - --�-�_ --� - �~ - S74°_23'-pg"E Mcu, 235.64 (HELD) \ \ 6e
INV.66.1 15"RCP 15 RCCE A &b
o 1
! CONSTRUCTION INvss.25
46 m
LIMIT BUILDING LINE /
AREA = 6241205 SQ. FT _ go
BUILDING LINE I5 RCCE I
r J� 14.33 ACRES 1NV.66.00 zR �5' ` N NSF LQMg /
REGRADE EXISTING DITCH
4 PERF. P.V.C. - Ft 67.66 AS NECESSARY TO DRAIN ?0 N , C� LA?-A
11
6e? _ _ CONCRETE S�co69
O I6" SEPTIC SYSTEM PUMP CHAMBER-440 GAL 1CAR � \1 Gro55I PR PTO BE \ / SITE ram \
A�ZO 2000 GAL. SEPTIC TAN\` l---J
N�6 HAYBALES EQUAL TO ROTUNDO ST• 2000 "r-
-
I .� E$� OUTLET INV. 66.15 F�69�6666 \\ N/F MaULUcC,
I T.P. x DISTRIBUTION BOX ,� .r...�® ••. wINLET INV. 66 40 67 t5 NN tNv:667t
6` C EDAR f PERC. �- ` \ EQUAL TO UND9-•t)'�� r '� ♦ ® 6Q, �p N 5 RCp 3 g lN`� A 76°'3g' 2_T
OUTLE I ,i V. 67.92 +► ® � {� 6
STOCKADE \ 69 t5.0o LBeRc
FENCE '"� �, INLET INV. 68.00 : zp,07, I i N/F
PVC f p>-p,N off H 1 I .� N/F gOELB�RG
1 1 0 �4 Z 57 3p $ J.� AN�E
�. \ � ` �~ �_ �� - - 6 1 INv• 69.70 TRUCK I BAYS '� "REDUCEpGK TO GA LEFT REST p�� I Z
-ANSI DE LOADING d h 12 X4 8 l ppEN _� I �
�S D � � I p
I o 1 70 66- \ 75 I L, GAS 07 2" GATE V AL i I o
15 RCCE - ~� AU_p10- VISUAL SEPTIC o ROADWAY AREA In
r mo
m
�•v{ INV.65.53 �� 14 W X 14 H PUMP CHAMBER ~' 0 421855 SQ. FT -
OQ 68 �� `�� NS�IDE OADING ALARM ICK BAYS �CATED AT _o GR'Ste- �, 0.98 ACRE
COLUMN A7 \
Rip FIN. FL. 70.57 SPIKE N g,6� 1 0 OR
\ pORATS°TO q S v`GE , i 1 IC:�] `
WETLANDS LIMIT � cog 4 1
DUMPSTER �� 242000 S.F pEIDESTRE N -
B 6'0 0 6's ENTRAN B TY 0, Ca. 4 r--B IT. If ON TE E V ED FOR -- ` 1 j
6'CONCRETE DUMPSTER --' 2 O \ \ 25 BI 1. ON �. Y.F. 6. o p EMENT ER><LtZP;oN TO B
PAD SURROUNDED BY 6' T F =6g 2 \ 1 t�v 6 35 - S�RpORATON
CEDAR STOCKADE FENCE E I(1V =65.g /3't PE ENTRA 4 3tT. 4 C ECCI �+
_r W trty RCP h 10 ,3 ti s� CpNN 1 auRr�NA1 r
1
-O
2 R (TO BE ANTED) �.F 66 55 2 SWAT s en s3 s I ��-
1 � 7 ENV ��
STUMP ��• ��
BURIAL -
0 AREA � \ 7t 7 N 00
o X � � � � \ KEY MAP ,64I
!} FJ � �. n 1
N16 �FIEL LINE 1 J 1� \
BUILDING 620.47 )DEED 8i MAP1 � SCALE I =200
4 W 620. -�
J �-- Ng0°_40 _4UEL TANK�� I I/2' CUR OP \18 TEST PTT DATA
DERGROUND LEp \ -
o_ UN INSTAL- 11 \`--
TO BF INS
[I6 05.0 4' -- - - - _ ZONING DATA BLOCK
I.P. r LA 72° 36 2 \
LONG. ` � -
f \ HAYBALES
0 ' -11 Organic material , roots , humus
N/F
BERG E�. pl• REQUIRED PROPOSED
� 1 ' -4 . 8 ` Fine brown sand , some very fine sane ,
rtRY R EpEI \ t little silt LOT SIZE 20,000 S.F. MIN. 15.31 AC
� . 8 ` -6. 21 Grey very fine-medium sand LOT WIDTH l00 FT. MIN. 255 PT.
o 6 . 2 ' -8 ' Coarse-fine sand
LOT DEPTH 2O0FT. MIN. 1623 FT.
5 yp� 0 t9 81 Bottom of test pit
«GATE 3' 36 r BLDG. HEIGHT 29 FT. MAX. 20 FT.
6 TEE' EFT1T W•t� _673 rFRONT YARD 35 FT, MIN. 35 FT.
EN L � N_t�v. No Ledge
VE � MJ•l� �2 8E PNN jxL1- \ � " 0 2.81 Mottling SIDE YARD 10 FT. MIN. 10 FT.
-, vAl RAN STR 5 . 5 . Water
* Tottrn. O/" Sotd/2 Vilzc,8ut I p HYO OR RE SEE. R REAR YARD 25 FT MIN, 25 FT.
1540 SULLIVAN AVENUE • SOUTH WINDSOR.CONN.06074 AN ROp K -CO -4 O
p !`�'.� 1q p• AREA CODE 203/644.25ll ,' �\ f" g G , a. -s
c7- /� '' CUFI 1NGS bp,
�Y46„C 7 I �`, '�► Z Percolation <] min/in LOT COVERAGE 50 % MAX. 4 %
/Ot1J12 O SOCCUT- b-IcIE of October 31, 1985 C�: T�65 r IMPERVIOUS COVERAGE 65 % MAX. 9
m 1540 SULLIVAN AVENUE • SOUT14 WINDSOR.CONN.0G074 10 Q�
•. AREA CODE 203/644.2511
(Nv.s o NOTE : Pere test supervised by Town Sanitarian
w ��
July 24, 1986 Mr. Ken Corneau �.�► i A- SEPTIC DESIGN
East Hartford 14elding
150 Batson Drive C ul O
Mr. Ke Corneau Manchester, Ct. 06040 C7 "'} m
East 11 .rd Welding Co., Inc• Z = 50 EMPL. X 25 GAL/EMPL./DAY = 1250 GAL/ DAY
150 Batson Drive Dear Sir:
Manchester, Ct. 06040 I � � 1250 GAL/ DAY = 2 GAL/DAY/S.F. LEACHING AREA = 625 S.F.
Re. App. 91113 - Site Plan of Development -
Dear Mr. Corn u: Please be advised that the Planning 5 Zoning Commission voted \ 6} 625 S.F 3 S.F./L.F TRENCH - 208 L.F. TRENCH
Re: ',,Amended Site Plan for 450 Burnham Street on October 22, 1985 to approve the site plan of development for CJ1 D (� Q
property located on the north side of Burnham Street, as shown , ,v 1 , p 208 L.F. 3 TRENCHES = 69 L.F./TRENCH (USE 63` WITH ENDS CONNECTED) NI639 O
30Q Please be vi 'cd that the Planning F. 'Zoning Commission voted on on a plan prepared by Fuss 6 O'Neill, dates Sept. 1985, revised O
N�0 July 22, 1 `8' : o approve the amended site plan of development for to 10-7-85, Proj. No. 85-360-A, subject to the following ��
property 1 gated on the north side of Burnham Street, in an I modifications: O %- 1 NOTES :
zone, as Kowa on plans prepared by Fuss 6 O'Neill, dated V! 1) ALL DESIGN COMPUTATIONS MADE IN
kRt•,- 1; 5, revised to 6-24-86, subject to the following I. This approval is subject to the conditions of approval of I = -mil a
mod•,f'-Lions: the Inland wetlands Agency/Conservation Commission. / vn` - o, ACCORDANCE WITH TECHNICAL STANDARDS
1. The "stump deposit" area shall Changed to read "stump burial" 2. Dumpsters shall be located on concrete pads and must be
screened. I ' a� \ FOR THE DESIGN AND CONSTRUCTION OF t
cream.
]_ No outdoor storage will be permitted on this site. / \ SUBSURFACE SEWAGE DISPOSAL SYSTEMS`
2 The installation of the fuel tank is subject tothe approval 5
of the Fire Marshal. 4. Outdoor lighting shall be in accordance with Section 8.7.3 of NSF
- 3. Surety bonds, in the following amounts, shall be submitted � the zoning Regulations_ , � BY THE STATE HEALTH DEPARTMENT.
5. Areas where trees are not to be disturbed must be shown on EEp[RIGE H EDELgERG o \
to this commission: 4 THERE ARE NO WELLS WITHIN 500 FEET OF
$00,000 to ensure completion of the proposed road; ! the plans. {
$5,00o to ensure compliance with soil erosion and sedimentation I 6. Front, rear and side yards must be shown on the plans. �- 68 THE SYSTEM .
control plan N"
7. The 100 year storm must be addressed.
4. Prior to commencement of site work, a meeting must be held with O G)
Town staff. 8. The street name and location of fire hydrants is subject to qN
5_ All conditions in this Commission's approval letter dated approval of the Fire Marshal. 1
9. A typical road cross-section should be shown on the plans.
/
October 31, 1985 must be complied with before issuance of a '
building permit- 10. Quantity estimates must be submitted to the Town Engineer for
A black and white transparent mylar of the modified plan, together the purpose of determining bonding, and the bond must be j
with three blueprint copies should be submitted to this office submitted prior to filing the final plans. (,I�pSS FOR WATER APPROVAL
promptly_ This letter of approval, as well as Lhe 10/31/85 letter, j
should be reproduced on the mylar. After being stamped and signed The Commission voted to accept a letter of credit for a
by the Commission, the mylar will be returned to you and must be one year term in lieu of a surety bond. The letter of credit y
filed in the Town Clerk's office within 90 days. must be renewed on a yearly basis until completion of the , t
Yours very truly, development. If a new letter of credit has not been received DEVELOPER DATE
y � I iiE_fif=iiY C E-��11FY TI-{r�T THIS i":1t1P AND SURVEY 1','ErRE
PLj%1q qI 1G 6 ZONING Cot•L••1lSSION l
}� �� _2_ 10/31/85 .1 PRE PAt�Ef; tt�! a':;C.;ORCANC.E= I -' THE STANDAE"SUS OF A
�g By:/1�-,. �rar, o Mr. Ken Corneau
enc.. Louise C. Evans, chairman i ! ' TOWN ENGINEER DATE CLASSA-2SURVEYAS DEFINE: INTHE CODE OF PRACTICE
CC: t•S. Banach, Planning Director _ - T FOR ST �Nf?�E�fli :}E AC C:UR%1CY OF SURVEYS r�NG MAPS.
R. Martel, Town Engineer within thirty 130I days before the expiration date, the I
R. Belleville, Assessor Commission may, at its Option, .call the letter of credit it AC)OPTEL: i.1Lf-'E?°.1E3E_f� 10. 1'?�5 •15 a�':1F_f�l. 1EE� �3Y THE
IWA/CC is holding. ` -
I D'Auria, Building official 11. liability insurance policy shall be submitted to this
Ig RECORD DRAWING C'ONNE CTI�uT aSSOCIaTIOty OF LANC-SC{,R�lFrYORS,`;tNC.
Commission naming the Town of South Windsor as an insured I _v l _ ✓_
with a combined single limit for bodily injury and/or property 1 These record drawings have been prepared,
damage in the amount of sl,000,000. in part, on the basis of information com 1C
permits will be issued until all the conditions
1 I piled and furnished by others. The Engineer _ _ _ � f, = L`S.
` 12, No building p _
of approval have been complied with, and the final plans have / W11{ not h(' responsible for any errors or ✓
been filed in the Office of the Town Clerk. �l r
'D ,, 6 � omissions which have been incorporated
13. A deed for the road must be submitted to this Commission prior OWNER c
,AO ���Sfc�I into this document as a result. 7
to filing the final plans_ It must be approved by the 0�30 N•tQ �( `l
NOTES Engineering Department and Town Attorney and be in accordance / `
with the policy for accepting deeds (attached). The deed b S$� / EMANUEL C. LUGINBUHL
., will be held in escrow until completion of the development
gg r+ M.D.C. CODE 343 -440 f I 1 ELLINGTON ROAD
I. TOWN SANITARIAN SHALL RE-EXAMINE FINAL SEPTIC DESIGN and then referred to the Town Council for acceptance. �p MON /RN� CORNEAU WAY , S. WINDSOR TOLLAND, CT 06084
AT TIME OF CONSTRUCTION. 14. prior to commencement of any site work, a meeting must be \� REGRADE DITCH FOR 5001 AS E
3 At 75-89
held with Town Staff. NECESSARY TO DRAIN _� JPN\ _
2: THE 100-YEAR FLOODLINE DOES NOT ENCROACH ANYWHERE \
ON THE PROPERTY. A black and white transparent mylar of Sheet Y1, together with P(� �( ¢tGCFN
three blueprint copies, with the letters of approval of this Commtssio. " G \ P� �••� 0 ice'""NFe .,o jf111N10PFN
EILL
3. �`.LL SITE LIGHTING IS- FREE FROM EXPOSURE TO ADJACENT \ \ FsCpESS •� �� = T 0 t. �,+ of CDly .,�
Z and Inland wetlands regency/Conservation Commission reproduced thereon, � \2
\ \2 NAG � 111� `c R. �f/ssl a= +,�!�t� P"'D�" . t;
must be submitted to this Commission to be stamped and signet. tiQ
RESIDENTIAL LOTS. The mylar must be filed in the Town Clerk's Office within 90 days T1 �y 4 �,�p '-CG C )flSll g engineers _
of the date of approval (by 1/20/86). c 4 , --
4. EXISTING TREES SHALL BE PRESERVED WHERE PRACTICAL. NO \ �-\� � : * IU A N C H E S T CONNECT 1 C U T
Yours very truly, �E� 12X [Z" TAPPING '* No. 12327 i *a , •
TREES SHALL .BE REMOVED OUTSIDE CONSTRUCTION LIMITS. SSF ���P� SLEEVE AND 1211 TAPPING <
PLANNING S Z07;I:dG C0:•fMISSION 2 - -- Y
'��Ng�,<<� - f I TE LAN
� �-- GATE VALVE ,(M.J.) (OPEN LEF ) '•.,�o suR�►6;►`'� =�°fa �a••`�
PLANT LIST 13v. 'h/ ` �' f E RESTRAIN 35 OF PIPE NORTH
vg Robert F• Gilligan, Chair an 66 / / ���rii`u+i'►r �9'ONAL >K's O`'� FOR
LEGEND enc. - - -
'•�-��,,,IfiP111�''
�" �- APPLICA.NT : _ _ TFORD WELDING INC.
SYMBOL QUANTITY NAME'
- =. R EV)��LGNS - - � A '
CC: Fuss 6 O'Neill
EAST HARTFORD WELDING,I �� - -'�,;fi0 _ 6 �
C/O KEN CORNEAU 1 2' 1 -7 6 '' RNHA R T SOUTH WINDSOR , CT.
HAYBALES R. Martel, Town Engineer i l Cn 150 BATSON DRIVE I 2 y� I` _ 6
ANDORRA JUNIPER ---
E. Belleville, Assessor MANCHESTER, CT 06040 I 86
JP 68 (JUNIPERUS HORIZONTALIS �`�•�. T. n'auria, building official -
PLUMOSA SILT FENCE P. DeMallie, Planning Director
W. Lanning, Fire Marshal -� 649- 1496
-- - CONSTRUCTION L.IM ITS Inland Wetlands Agency/Conservation Commission � "
6 -2 -86 PROD N0. DATE SCALE FIELD BK DESIGNER CHECKER SHEET N0.
AR 3 RED MAPLE O o i3-I I 86
(ACER RUERUM) $5-360 A SEPT. l98 I =40' 293 C.0,S. L. R.G. 1 8f 4
p
0 o MORGAN 1
lioll
°' N/F m 0 o J. I3RADLEY o 0 0 �,
I.P t 0 N ICHOLAS LATA JR. E7 A L. 0 0
0 0
i o
_ 7 256.96' (HELD)
82035' (HELD) S 740-27'-25E �� — O 1.P (TO BE SET) 6
828.85: (DEED MAP) 6q
824.86 (FIELD)
N ` / S 730-56'-3I E��
0 °o BUILDING lL / �62 `\
�
N U �t
r- m S 72°18'-53"E --�.-
--� �� - - - 244.3I (FIELD
MAP REFERENCE �� �_ _____ _� )
/�
1) PROPERTY OF HENRY M. JOHNSON, LONG HILL ST. AREA = 667,060 SQ. FT
I,
WETLANDS LIMIT SOUTH WINDSOR, CONN. SCALE I"= 100', DATED
FEB. 1950 BY CECIL BROOKS. = 15. 31 ACRES \
2) PROPERTY OF HENRY M. JOHNSON, SOUTH WINDSOR, CONN.
SCALE I"= 60' DATED MAY 25, 1961 BY FRED B. WHEELER. ---63
C
3) PROPERTY MAPPED FROM SURVEY BY OTHERS, PROPERTY OF \ \
o EMANUEL C. LUGINBUHL ET. AL., BURNHAM ST a LONG HILL ST. �� \
\ t
v O SOUTH WINDSOR, CONN. SCALE I"= 200' DATED OCT.2, 1969
6 i
BY GRISWOLD ENGINEERING INC. I
N 164 gp0 _ \ � I.P. (TO BE SET) l
\ 4) REVISION OF LOT I a PARCEL B PREPARED FOR ALLIED \� 66 1
'r - 11
Sp m ROOFING a SHEET METAL CO. BURNHAM STREET, SOUTH
--� WINDSOR, CONN. SCALE I"= 40' DATED 1-8-81 BY FUSS a O'NEILL. �� \
m
m \ }}
D 1
zrn
—1
rn 0
N
La O
i
rn
m a /
a WETLANDS LIMIT-- -I
25
' F
i
fr
t[
I
[y �
N�64 7p0
BUILDING LINE
' ° N 800-24'-29"W
'MAP(HELD) I..P� �620.49' (FIELD)
I.P. (TO BE SET) -�--N 80_-35 -32 W40
O
\ 796.10(HELQ) MON, \ �~
(HELD)
N/ F
N/F
HENRY R. EDELBERG ET. AL.
DOMINIC A. a MARGARET J. MAULUCCI
j
i
TABLE OF COORDINATES ff��
q
Location Northing Eastinc,
i
' 163,811.85 187,861.92
- 164 , 340:02 187,894.94 18728263 NOTE :
3 164,440. 5 I
, .
N �64 5 2 � r•
4 164 ,479.98 187,049-14 ALL WETLANDS SOILS ARE WdA, WALPOLE SANDY
LOAM, SLOPE 0-3 %.
5 164 ,610. 11 I86,263.7;
G 164 ,888 .74 186,294.74
7 165,086. 75 186, 323.01
I•
- 8 165,017.89 186,570. 58 -
9 164 , 789. 73 187, 363. 25 ' i:i F ,� - ,:�� I tiin
10 r � C-' �It� ' i CFI .1,id t . 71+E 1 .w 1• �.' ..4� �
164 ,715. 51 187,596.02 :cA-2 _ L,` CY
11 164,598. 23 187,911.08
12 164 , 584. 50 18 7,9.<-Ci. 2 1 :;l•![^!E_ ICuT >i. l. ;:,7 t,
13 163, 814. 91 187,912. 11
110 CON/V I'F'fr' H�u
_ - F
'All
6� f tA "S&O"NEILL
ff p-
%Mp
� I �� , `-��� Consuitlric� E�r lgin er5
:**} �`j r; MANCH , CON.NE._..- - U7_ .__
ESTER CTIC
Z No 0+ 1`
l2327 1 +�� _ � -No. 6299 ;
A 3 p O `. 4 sE N s�O`r+.++� +. cQ=.s_,,, •',��+�f' SITE
PLAN
N ,6 ; ,y--_ 04 ++ :�'�=arsr „q° .• S !T E
FOR
�, �" N12`20 8 s�csls EAST Pi AR 1 F®f� ® WELDING INC.
0 0 ,0 BURNHAM STREET SOUTH WINDSOR , CT.
0 0
O PROJ. N0. DATE SCALE FIELD BK DESIGNER CHECKEk SHEET NO
85-360A SEPT. 1985 1"=40' 293 C.C .S, L,R.G. 1 2 of 4
. ..
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���� - � These record draw gs have beenprepared, -- '- DING , INC.
- in Part, on the bairil . _19'71.__1 -86__ "I
i
__ -
- __ __ , s s of information corn. � ,
/0--L-;:;,4_-�.eq-- .,."�-,
'led and furnished by others. The Engineer . . SOUTH WINDSOR , CT
-____�___.----------� _ ____ P1 . - - - .
____ will not be responsible for any errors or
PROJ NO. I'll ...:� __�', � ............ '''''''''''
� omissions which have been incorporated ...... 1111111
__ _.-_ ___ .�... .�_... -_- _. ....- -,------�-------,--------,-"�-�,-�l-.- __ into th' DATE 1� I i �� �� : ....
___ _.-__. __� - is document as a result. 85-360A FEB. 1986 SCA L 0 � 1� F ��i l 'i 11 ��, �� .... � ,!
_ - - I HORIZ. &4 SHEET No I
_ _ - -M__ -t- --.-.---..-.-.--.- . .-At .t--.--- __..... ..--....A..... .. -
_ -....... ..I..................-,--,.-,--.,.-,....-......-..........-..,-.........................I........I'll,...11-1-I.- _'_------------- -_---------------,-,---------__ --.-.-,,--......,..'',,..",,.... ____.___....._.........._ .__._._..._1........--i-lif .. I .--.-.L---.I I , , 11....,.,
BALED HAY OR STRAW
4 0
o =
BALES TO BUTT
TOGETHER =
' 50'-0•, R,O.W,
6 � 8 MAX.
0
° ao FABRIC ATTACHEDTO ,. 12` - p"
IRE FENCE W/ 4 x 4 WIRE FENCE 13" - 0,0
STAP� RINGS
OR HOG 13 - p"
FLOW
w
_~ I� II �
2- 2`�x 2��x 3' STAKES WOOD OR METAL POST
`-- r I I'
EACH BALE --1- I j�— FLOW
I'd 1 APPLICATION
0 F GRADE
I j FABRIC ATTACHED --- r 6
TO 4"x4'' WIRE.FENCE N 3/8 /FT 1/2:'/ FT
PLAN ---�7,� .� —. I 1 , 3/e -.--
=� � �/rrr�- I iI171i77t'.7II- 7P---- 1000 F T-
4 TOPSOIL
IT
I i ' BITUMINOUS CONCRETE SURFACE COURSE
U l ! BURY FABRIC 6" N 6 BIT. CURB
6'f U U BELOW GROUND 2 PREMIXED BITUMINOUS CONCRETE BASE
6" PROCESSED AGGREGATE BASE
COMPACTED N� 15 E LE V A T 10 N 61, ROLLED GRAVEL BASE
BACKFILL
ON SUBBASE APPROVED BY
KME ��EXIST. GROUND SECT 10 N THE TOWN ENGINEER
PN
- = EMg r/
TYPICAL ROADWAY SECTION
I
- NOTE: HAYBALES SHALL 8E MAINTAINED S LT FENCE
AND/OR REPLACED AS REQUIRED
SECTION OR AS DIRECTED BY THE ENGINEER.
AT TOE OF SLOPE
HAYBALE EROSION CHECK
K
166 0" EXIST. GROUND
HEAVY BLDG, PAPER TOPSOIL
BLDG- PAPER
N oo t'o Q .1 ' a
EROSION & SEDIMENT CONTROL NOTES �' � ' � h' o ;
1 • All erosion and sediment control measures will be constructed i
N - 4 0 GRAVEL v
accordance with the- standards and specifications of the n CO ' ��
Ear Soil Erosion and Sediment Control "Guidelines o poSTONE p�+� 9' , STONE
" by the Connecticut Council on a
Soil and Water Conservation . a` o0011 o a pC! .�a _� �op'oQ� p�' �,n c
o -
2• Erosion and sediment control measures will be installed 310'
construction. See construction schedule, prior to
3. Land disturbance will be kept to a minimum; restabilization
scheduled as soon as practical . will be
4 • Seeding mixture for finished grassed areas will be as follows : Nr
Kentucky Bluegrass 45%, Creeping Red Fescue 45% , Perennial Ryegrass LEACHING
FIELD SECTION
10% . Seed to be applied at a rate of 4 lbs ./1000 s
seasons shall be April 1 to June I and August 15 toQSeptembera15.
5 • Areas to be left bare before finished grading and seeding
shall receive a temporary seeding of Perennial R e rass a is achieved
rate of 2 lbs ./1000 sq_ ft, at a depth of 1/2 inch. Limesptoned at a
(equivalent to 50 percent calcium plus magnesium oxide) shall be
applied as seedbed preparation at a rate of 90 lbs./1000 s
Planting seasons shall be March 1 to June 15 and August I to October
I .
6 . Areas to be left bare before finished
planting seasons shall receive an air-driednwood dchiedmulc , free
outside of
coarse matter, treated with 12 lbs. nitrogen p free of
rate of 185--275 lbs ./1000 sq• ft .
g Per ton, applied at a
7 . All fill placed shall meet requirements for "Free-Drainin 9 `late, rial CONSTRUCTION SCHEDULE
as specified in DOT Form 813 Section 7 .08 . "
I . Construction will commence on or about March 1986 and be
8 • Haybale and/or fabric filters will be installed at all culvert outlets completed on or about March 1987.
and along the toe of all cut and Eiji slopes greater than 4 to I .
- 2'• Install anti-tracking apron at site entrance.
9- Culvert discharge areas will be protected with riprap channels , that is tracked onto Any material
pavement shall be swept daily.
10 . Catch basins will be protected with haybale filters throughout the 3 - Place haybales and/or silt Eencing as shown on plan or where
disturbed areas are thoroughly directed by Engineer,
(Maintain or replace as requested
construction period and until all di
stabilized , throughout construction period, ) Prepare stump disposal area
ll • A11 control measures will be maintained or replaced du 4and surround with haybales and/or silt fence .
ring the • Building construction may begin at this time but not before
installed.
construction period, as necessary or required ,
erosion control devices 2 and 3 from this schedule have been
12 • Additional control measures will be installed during the co
Period if required, or ordered by the Engineer. nstruction
5 . Begin rough grading and installation of utilities. Install
13 - Sediment removed from control structures will be disposed of in a erosion control devices at outfall of drainage system and
f- the plan . Place haybales around basins as they are constructed.
manner which is consistent with the intent o
Temporary seed and mulch all slopes exceeding 4 : 1 if permanent ''' �
14 . Contractor will be assigned the responsibility for implementing this stabilization is not completed at this time. All other areas ' ��� 4` caNH�°���
not temporarily stablized shall be protected with haybales ��l�P��/,M �• c�=r'o�: &0 Nk LL
erosion and sediment control plan - This responsibility includes the •` �' •t• °._
installation and maintenance of control measures and/or silt fence . ` consulting engineers
'' ~--- --
parties engaged on the construction site of the requirements and - * r• M A N C H E S T
* : ER , CONNECTICUT
objectives of the plan and notifying the proper Town agency of any 6 • Prepare placing
topsoil
for paving and
prepare all disturbed areas - No.:� 4�,- ,•
_ransEer of this responsibi.lit for placing topsoil and landscaping. •
Y• The Owner steal-1 be responsible cor
conveying a copy of the Erosion and Sediment Control Plan if ''•�p-,;•�.,,'•n�'`-' ` DETAILS
7 . Place +�r'�C�•i i it ��'
to the land is transferred . the title pavement , topsoil , seed and mulch, and landscaping . -
__ � FOR
REVIS.ION
8 - Remove all temporary erosion control devices only after all = -S -areas have been paved or seeded and grass has been well 12-20' E$5` �'` EAST H ART FORD WELDING INC.
established. 10 -I-
BURNHAM STREET PROJ. N0, SOUTH WINDSOR CT.
DATE SCALE FIELD BK. DESIGNER CHECK �' SHEET NO
85-360 A SEPT. 19$5 N.T. S. C.0,S- W. D.p•......_�_". _... 4.......nf.....d---- ..._...... ... ..
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R EVISIONS AST IFO ® t��f
UTH
itll
t PR TE SCALD FIELD BK
85-3 EB. 1986
HORIZ. 1 i=40I
VERT. ill=4