HomeMy WebLinkAbout99-20W_SUBDIVISION PLAN_STRONG ROADN/F
KENNETH A. & CATHERINE A.
LANCE
CL&P #23481 8� /
EXISTING EDGE
OF PAVEMENT
EXISTING SANIT
EXISTING EDGE
P OF PAVEMENT
O
NOTES:
ram- y ®
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
4
t4 40
LOCATIONS AS SHOWN ARE BASED ON BEST
AVAILABLE INFORMATION. ALL EXISTING UTILITIES
co F)
SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
80
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
\
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
N/F CHARLES KALLAI
& EMMA KALLAI
SI GARAGE
FF-- 87.5
1. INLAND WETLANDS DETERMINED BY HIGHLAND SOILS,
CERTIFIED SOIL SCIENTIST, ON 6/24/89, IN VICINITY
OF LOT #1 ONLY,
2. TOPOGRAPHY FIELD -VERIFIED FOR LOT #1 ONLY.
BALANCE OF TOPOGRAPHY FROM TOWN OF SOUTH
WINDSOR TOPOGRAPHIC MAPS.
3. NO BUILDING PERMIT SHALL BE ISSUED UNTIL WELL
INSTALLED, TESTED AND APPROVED BY TOWN SANITARIAN.
4. LOT CONTAINS 40,250 sq.ft. FREE OF WETLANDS.
5. THE ENTIRE PARCEL IS WOODED.
6. LOT #1 EXCLUDED FROM ANY FLOOD HAZARD ZONE.
REF. FLOOD INSURANCE RATE MAP PANEL 4 OF 9
PANEL NUMBER 090036 0004 B.
R EFEREIV�iES
PARCEL OF LAND TO BE SOLD BY PORTER A. COLLINS
SOUTH WINDSOR, CONN. DATE: AUGUST, 1969 SCALE: 1"=100'
HERBERT H. SLICER
PARCELS "A" & "B" LAND OF CHARLES AND EMMA M. KALLAI
IN SOUTH WINDSOR, CONNECTiCUT DATE: 7-29-80, SCALE:1" =40'
GAR DNER oc PETI ERSOiv ASSOC.
N/F WILLIAM AMAN
ti
��7,
�0,
sr2� 02
69
20' INLAND WETLAND
SETBACK LINE
ABUTTERS WITHIN 500'
MAP ID
N/F NAME
& ADRESS
80-10
CLARK, STUART D. & LAI
990 STRONG ROAD
SOUTH WINDSOR, CT.
06074
80-7
BELL, MICHAEL 0. &
FERN A.
485 FOSTER RD.
SOUTH WINDSOR, CT.
06074
80-8
BELL, MICHAEL 0. &
FERNADE
915 STRONG RD.
SOUTH WINDSOR, CT.
06074
80-16
COLLINS, J. ALDEN & JUNE
1005 STRONG RD.
SOUTH WINDSOR, CT.
06074
80-26
SIKAND, GLEN, MEENU, PUNAM & GEETA
901 STRONG RD.
SOUTH WINDSOR, CT.
06074
80-30
BELL, MICHAEL 0. &
FERN A.
STRONG RD.
SOUTH WINDSOR, CT,
nrn74
81-1
KALLAI, CHARLES &
EMMA M.
890 STRONG RD.
SOUTH WINDSOR, CT.
06074
81-3
LANCE, KENNETH A.
& CATHERINE A.
930 STRONG RD.
SOUTH WINDSOR, CT.
06074
89-3
COLLINS, HAROLD J.
A. & E. FRANCES
1105 STRONG RD.
SOUTH WINDSOR, CT.
06074
89-14
AMAN, WILLIAM
SULLIVAN AVE.
SOUTH WINDSOR, CT.
06074
80-9
COLLINS, PORTER A.
& CATHERINE S. &
HAGEDORN, DEBORAH COLLINS
SOUTH WINDSOR, CT.
06074
80-11
OLIViERI, ONOFRIO L.
& ELENA
1010 STRONG ROAD
SOUTH WiNDSOR, CT.
06074
80--12
GIANSANTE, JOSEPH
& KRAWCZYK VIVIAN
1020 STRONG ROAD
SOUTH WiNDSOR, CT.
06074
80-15
SNOW, JAMES & PRISCILLA
1019 STRONG ROAD
SOUTH WINDSOR, CT.
06074
80-25
BOUCHARD RICHARD
H. & JOANNE
885 STRONG ROAD
SOUTH WINDSOR, CT.
06074
REMAINING LAND OF PORTER COLLINS
(NOT A BUILDING LOT) �
3.79 acres /
164,837 sq.ft.
ol.i7-99
REVISIONS
I 10/30/89 IWA/CC at PUNNING CJMMEITS ST I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP
AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTiCUT" AS PREPARED AND
ADOPTED BY THE CONNEC71CUT ASSOCIATION OF LAND SURVEYORS, INC., ON
SEP BE 13, 1 A D EFFECiI JANUARY 1, 1987.
' 7 - Zl - ev 12882
NO. DATE DESCRIPTION SY S VEYOR'S SIGNATURE DATE LIC. NO.
80- 25
L! C\/ AAA 0
VI
2
1 " = 200'
N 0TF:�:
1. TOTAL AREA OF THE PARCEL = 227,499 s.f.
5.22 ac.
2. TOTAL NUMBER OF LOTS = 1.
isf b"Slon and Zmft
Data Block
ZONE: RURAL RESIDENTIAL
ITEM
REQUIRED/ALLOWED
PROVIDED
Total Tract
n/a
227,499 s.f.
Lot Area
40,000 s.f.
62,662 s.f.
Lot Width
175 ft.
175 ft.
Lot Depth
200 ft.
357.5 ft.
Building Height
30 ft.
30 ft.
Building Coverage
10%
3.0 0
Front Yard
50 ft.
50 ft.
Rear Yard
50 ft.
50 ft.
Side Yard j
20 ft.
20 ft.
Impervious Coverage
15 0
6.0%
11 154n sill I IVAN AvfHUF . SOUrll Wwnsore. CONN 001,1174
ARrA COOT ?ni/fA•f 1511
N/F STUART D. CLARK nrbibnr 19, 1gR9
& LAI CLARK tinrk Collins MAY 1e 19%
0 ('oll3nn Lnnp Mi1i ^ `�J
nI It Win•Isor, (•'I'
I„ar Mr. t,,,limn, South Windsor
i F INLAND WETLANDS AGENCY]
Ro: A,T1lration AR9.-64P _ Foster Rand Ri1p
At the Urtobnr 16, 19R9 meeting, the Inland Wntlandn CONSERVATION COMMISSION
Agency/Conservation cominlssinn npprovwl with n,orlifiraLlnnq
Applirnticn 1R9-63P - IWA/CC permit for n one lot snbdlvlsfou on
I•ropnrty lroalod nrnrtll of the I.nt orsectlon of. Strong (toad and F-11",
Roa.l, ltit zone its shown on Plaits PrePnred by Dosign Profosslonaln,
/ •ialnd ,Ltly 21, I9R9. Ill/
/ t Illm•k and white transparont mylnrs of nhnotn A2 of 2 with I / /v!,
LEGEND the above mndifir•atlons, together with two blueprint ropio,
f ,tho ontiro sot of [Antis, must he rnbmiltnd to thin
('onnnlsnion to hit stem d and sTh
l and. in umnt I,e
of IRON PIN FOUND npintnd within 65 days of npprovni f,rinr to any
as IRON PIN SET cntgtrurt roll art 1vity till the n1to.
/ A-` WETLANDS 2- (•c'ttstrncti„n act lvit los shall by suhlprt to I.ho aPPtnval of
rho •Lawn F.nginenr,
/ �• 'I'Itn apl+I lrat Lott nitnl) lndnnn,ify and hold hit nnlnss the 'i'•,,.•n
of SoutI, Win,innr against any IInb111ty whi,-h mlclht tn•rnit
ftrm the rr-oporod oPpratIoil r,r uno.
4. W, rrnrommnnd n bond In tlln amount of 2000.o 00 to hit
aubmltLnd to Planning and 7.onlnq CommIanii,n tnnnule
compltnnrn with tltn Erosion and Spdiln,ntatlon Control
IinaSO Cen .
/ 5. 'Chp 1•ennlL is vnI id for orte ynnr and shnIi nrpi rn orl
October 16, 1990.
.A I I •l,ir' ova "7, r,„1uiT„t must tin ootajnnd and submi tl nd in-io,
It" ally art ivity on the sitp.
APPLICANT: 7. A ron tart Pnrnerl shnII by idputIffOlt dlrnr•tIy till Lhn pinlln.
MARK COLLINS R. '1110 20 foot non-dfst,urhnnce setback shall be shown on the
8 COLLINS LANE Plnits •
9. � SOUTH WINDSOR, CT. 06074 Stumps nrO to bn rnmovpd from th, sit,,
` lfl. Spgunncn of rnnntrnctfou shall bit shown on I.lto Plans.
\ Vnry truly yours,
i i •:• 7
James A. 1,cm1barctl, Chairman
tAL/ln'm Ltlnud Wetlands Agency/
(onsprvntIoil ('omminslon /
Jerry r. lnzzottn, 'fawn F,nginecr / 1
Mnrr-In A.nanach, Dlrnctor. of Planning
John R. rolllns, Chief nuildinq Offirinl /
F'lnnning F. ?,filling ('ommlanlon r
benign Profpnniourils
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
I �r_�r.In•
LLVLIVIJ.
- DRAINAGE DIRECTION ARROWS
- - -- SANITARY DIRECTION ARROWS
y� :SAO SULLIVAN AVENUE SOUTH WINOSOR, CONN 06074
AREA CODE 203 J6AA2511
2.6 october ! 9R9
Mr. Stephen 3iancardi
Design Professionals, inc. 'I07 lytj
1170 Ellington Road
South Windsor, CT 06074 Ofq^q ;^nI{^^�q^". I'•:.
near Sir:
re: Appl. 189-53P, Mark Collins Subdivision
N. side Strong Road ^pposite Foster Road
We are pleased to advise that the Planningand mooning commission
on October 74, 19R9 to approve the above-retprenced 1 lot
subdivision in accordance with Drawing No. !dared '!21 /R9 (no rpv.1
prepared by Design Professionals, Inc., Job no. A9-412, and withthe
.`ollowinq modifications:
1. This approval is for L lot, numbered 1.
... All deeds for open space and roadways; and Easements for
conservation purposes, drainage or utilities, that may be
required in connection with the approval if this subdivision,
must be submitted to this Commission prior to filing •.he
mylars and issuance of building permits. Al deeds must be
in accordance with the policy for accepting deeds and
easements and must be approved by the Engineering Department
and Town Attorney. The deeds for the roadways and open space
will be held in escrow until completion of the subdivision
and rhea referred to the Town Council for acceptance.
3. Footing drains are required for each house. Prior to the
building of env structure on a lct, a t000graohic maD, drawn
to a Scale •Tf ;' - 40', shall be submitted for each lot. in
the subdivision, showing proposed contours, elevations and
the fixation of the footing drains. No building permits will
be issued until the proposed contours, `loot elevations sari
!oration of footing drains have been approved by the Town
Engineer.
i. Drainage for this subdivision is subject to the approval of
the Town Engineer.
If, for any reason, finished grading and ether site work is
not rompleced, the Town Engineer shall determine the amount
of a cash bond to ensure final grading and site work. This
"ash bond ,lust be submitted prior to issuance of '+
.ertificate 'if occupancy.
5. all Lots shall be serviced by the Town of South Windsor
sanitary sewer system and are subject to the approval of the
water Pollution Control Authority.
7. A drainage assessment fee in the amount of $50 shall he
submitted to this Commission.
9. This application is subject to the conditions of approval of
the ?eland Wetlands Agency/Conservation Commission, including
a hood in the amount of $2.000.
9. All plans used in the field by the developer must beer the
stamp and authorized signature of the Town of South Windsor.
10. No building permits will be issued until all modifications
have been complied with, and the final plans have been filed
in the Town Clerk's Office.
11. A turnaround driveway is required. ,
.2. ;fire of �r,a rDDtlnq drain shall b= :.ncr@ao@d to 6'.
13. Driveway is to be paved within the right-of-way line.
Black and white transparent mylars of Sheet Ill with the above
modifications, together with three blueprint copies of the entire set
of plane, must be submitted to this Commission within 30 days to be
stamped and sinned. The letters of approval of this Commission, as
well as the Inland wetlands Agency/Conservation Commission, must be
reproduced in the mylars. '
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within 90
days
f the date of approval. After filing these plans, a copy of
the receipt must be submitted to the Planning Department.
Very truly yours,
PLANNING AND 7,ONLNG t'014MISS ION
David It. Sorenson
Vice Chairman
cc: Inland wetlands Agency/Conservation Commission
M. 0anach, Planning Director
.J. Collins, Chief Building Official
' :azzetta, Town Engineer
F. Shaw, Supt. of Pollution Control 4�S xaaen ��
E. Belleville Assessor Qp4a' {
W. Lansing, Fire Marshal NCO �, - •'�': 'J
Applicant
PZC File
e ri s
2 (203) rKtI`AKtu I-vK DRAWING TM-E
e s i g n SUBDIVISION PLAN
rof essionals, inc. DRAW BY.• SRB jog No.: 89-412
civil engineers planners o surveyors
1170 ellington road (route 30), south windsor, connecticut 06074 DRAWNG NO.: E.• �COLL/NS189412.DWG
CHECKED BY RPM RJA DATE: 7121189
MA �K COLLINS
STRONG ROAD
SOUTH WINDSOR, CONNECTICUT
Registrar ote-
o
SHEET
CL&P #23481
N/F CHARGES KALLAI �J'
& EMMA KALLAI /
N/F 9, /
K E N N ETH A. & CATH E R I N E A. '�,
LANCE C) �t�...;,_ .
EXISTING SANITARY MANHOLE
TF= 87.39
FL=73.56
EXISTING EDGE
OF PAVEMENT
10' WIDE
GRAVEL DRIVE
,ANTI -TRACKING /
%r \ \ APRON h(
8
FL= 3.19
EXISTING SANIT RY MANHOLE r
TF=83.55
FL=73.11
�°��� N/F WILLIAM AMAN
85
z 6" CT D.O.T. 2" STONE TO BE PLACED
s OVER FILTER FABRIC MATERIAL
o
SEE SEDIMENT AND EROSION
mass - _ _ y \ \ i SHEET FOR PAVEMENT WIDTHS
1• .
WELL I �• TE ARY TOPS L
t
GARAGE 1st FF-90 0 t �� ♦ / , i�
LIMIT OF 50 8 5 1 n HOUS ; I ♦ �/ - al \ THRU STREET
REGULAT,Ea ARIA I? \
81 � �\
P ' ANTI -TRACKING APRON
not to scale
IT
F 0 d DRAIN r /
L \GLOAT
F 1 ��v,�RED REA 69
\K)
20' INLAND WETLAND \
\ r I t r POND n\ t SETBACK LINE.
t
\
r 20 \
Ss�
\ 7>s, p•
i
JG
� e /
O EXISTING EDGE
OF PAVEMENT
O�
_ J
OSNET #2543
NOTES:
EDGE OF PAVEMENT
P
CP
\\ 1po \
EXISIgpIG EDGE
OF P MENT
\\ REMAINING LAND OF PORTER COLLINS ,
(NOT A BUILDING LOT)
3.79 acres
ET #2441 164,837 sq.ft.
/
\ N /F qT( TART n rI ARLC
�\ & LAI CLARK
\ Gb acv
1. INLAND WETLANDS DETERMINED BY HIGHLAND SOILS,
CERTIFIED SOIL SCIENTIST, ON 6/24/89, IN VICINITY
OF LOT #1 ONLY. F \
2. TOPOGRAPHY FIELD -VERIFIED FOR LOT #1 ONLY.
BALANCE OF TOPOGRAPHY FROM TOWN OF SOUTH /
WINDSOR TOPOGRAPHIC MAPS. 0 20 /
3. NO BUILDING PERMIT SHALL BE ISSUED UNTIL WELL LEGEND
INSTALLED, TESTED AND APPROVED BY TOWN SANITARIAN. i� % of IRON PIN FOUND
cis IRON PIN SET
4. LOT CONTAINS 40,250 sq.ft. FREE OF WETLANDS.WETLANDS
5. THE EN11RE PARCEL IS WOODED. \\ / ■lL SYNTHETIC FILTER FABRIC FENCE
CYXIS'1ItUC1'iUl SFXXJLNC:E
6. LOT #1 EXCLUDED FROM ANY FLOOD HAZARD ZONE. --- ----- -
REF. FLOOD INSURANCE RATE MAP PANEL 4 OF 9 1. Prior to start of construction, the contractor anddeveloper shad have a
PANEL NUMBER 090036 0004 B. 1, �J ;/�v \ pre-colstnuction ❑tceting with the South witr3sor building department.
2. Prior to the camrncownt of any construction activities, the contractor
/ shall .install the siltation fence in accordance with the plans.
�� / 3. Install anti.-tr�uckinq apron at the entrance prior to ccnnrncing constntction
REFERENCES of�nratious.
\ 4. Cloar atxl grub trees.
PARCEL OF LAND TO BE SOLD BY PORTER A. COLLINS UD
SOUTH WINDSOR, CONN. DATE: AUGUST, 1969 SCALE: 1"=100' 5. strip and stockpile tcj,soil in the location shown on the plans prior to
HERBERT H. SLICER c(.,nstruction. establish tcvq-orary vegetation on stockpile if soil to lxr
stockpiled lotxler than 30 days.
\
PARCELS "A" & "B" LAND OF CHARLES AND EMMA M. KALLAI \ 6. Excavate soil for buildhrl fomdatiot aryl place in tent)Orary soil stockpile
IN SOUTH WINDSOR, CONNECTICUT DATE: 7-29-80, SCALE:1" =40' area. rgtahlish trngxorary vegetation on stockpile if soil to he stockpi led
GARDNER & PETERSON ASSOC. longer limn 30 days.
7. 1'rrfonn rough graditrl and install lxuildinq fcxuxdation, foundation drain auxi
utilities.
8. Construct driveway, place pavcnent, topsoil and seed as rewired.
9. P rfonn Iatxiscapitxa.
10. All sedhrntation atxl erosion control nrasures are to kx+ pericxlically
inslrr_ted atxd tnaintainecl cdurinq construction operations aryl rcemin in place
until soil stabilization atxl paving is ccniplete.
6 b 1
a
co CoI
N N
�,--
ow
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN ARE BASED ON BEST
AVAILABLE INFORMATION. ALL EXISTING UTILITIES
SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL U11UTIES ARE TO BE STAKED IN THE FIELDBY A LICENSED LAND SURVEYOR PRIOR TOCONSTRUCTION.
REVISIONS
GRAPHIC SCAhE
4D o 20 40 80
203 291-8755
•
Q
�+ gn
• inc.
rO essionais,
8/I6/89
ADD REGULATED LIMIT LINE
SRB
2
10/30/89
ADD SETBACK LINES
STT
( IN 1�E�I')
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
1 inch = 40 ft
■
� civil engineers planners • surveyors
1170 ellington road (route 30), south windsor, connecticut 06074
NO.
DATE
DESCRIP77ON
8Y
I 1. Set posts and 2. Staple the wire
excavate a 6"x6" mesh fencing to
upslope from posts. the end of the post.
Angle posts
5' upslope POST Wire '
for stability Fencing
and self-
cleaning.
95'
1 12" Min. 1
1=1 I I I=1 I I=1\EI I 1=1 I I= I I-11 L=1► I-1 I I-1 I M I F_
I I I I-111, ,111=1 � I-
-111-1 ►-I 11=1 I I_I 1=1 11-
-111-1
3. Attach filter fabric to 4. Backfill the trench
the wire fencing and extend and compact the
it into the trench. excavated soil.
Fabric
Compacted
Backfill
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
SEEDING SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANANT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
SEDIMENTATION AND EROSION CON'IML NOTES:
1. All erosion control measures will be constructed in accordance
with the "Guidelines For Soil Erosion and Sediment Control" by
the Connecticut Council on Soil and Water Conservation.
2. All erosion control measures are to be maintained or replaced
during construction as necessary.
3. Contractor is responsible for implementation of all sedimentation
and erosion control measures shown on these plans. This
rcSp^vilSibai3_ty 11IC.-LUUe5-Ulu1U[Ilelltation as well as maintenance.
Any proposed changes to this plan must be approved by the
engineer and/or the proper local town agency.
4. Anti. -tracking aprons to be inspected regularly to insure proper
operation. Stone to be added to or replaced as required, and
contractor will be responsible to sweep existing roads as required.
5. Erosion and sedimentation control pleasures will be installed prior
to construction, wherever possible.
6. Areas to be left bare for more than 15 days shall be treated with
air dried wood chip mulch or seeded with perennial rye-grass
until final grading and stabilization is to take place.
7. Additional erosion control measures shall be installed during
construction if deemed necessary or ordered by the project engineer
or the Director of Public Works for the Town of South Windsor.
PREPARED FOR
MA �K C OL L INS
STRONG ROAD
SOUTH WINDSOR, CONNECTICUT
RESPONSIBLE PERSONNEL
FOR S4 E CONTROLS'
MADV ('nT T T100
1 -l1\ 1. \11,lJ 1 LV J
8 COLLINS LANE
S. WINDSOR, CT
644-3524
APPLICANT:
MARK COLLINS
8 COLLINS LANE
SOUTH WINDSOR, CT. 06074
DRAWING TITLE
CONSERVATION PLAN
DRAWN B Y.• SRB
CHECKED BY RPM/RJA
DRAWING NO.: E..• 1 COWA
✓oB No.: 89-412
DATE' 7121189
9412.DWG
SHEET