HomeMy WebLinkAbout05-21P_FOUR SEASONS PAINTERS SITE PLAN_CHAPEL ROADII pt I!; in i,i ;
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SITE PLAN
1 R I-D-) Cz 1P 4117
D T W R IN\ 00 Ros /r:N(C) )-?9 C'f
* 20ou ILA
435 AF --4 00 Aid H LF 0 IN CUT
prepared
t
esign
rofessionads, imp.
a civil engineers • planners • surveyors
landscape architects • CIS • CPS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
www.designprofessionslainc.com
PROPERTY OWNERS WITHIN 500'
PO BOX 415
JILLSON FARMS ASSOCIATES
E. WINDSOR HiLL, 06028
PO BOX 1134
MILKIE, MARJORIE H.
PO BOX 1124
ADMIRAL MOVING CO.
341 WEST STREET
MARTO REALTY, LLC
HEBRON, CT 06248
379 CHAPEL ROAD
J D ASSOCIATES, LLC
401 CHAPEL ROAD
MORANDE REALTY, LLC
415 CHAPEL ROAD
NOWAK FAMILY TRUST
423 CHAPEL ROAD
BERTiNI, ANTHONY & SYLVIA
86 WINDSHIRE DRIVE
MEGMATT ASSOCIATES, LLC
454 ELLINGTON ROAD
CAPPELL ENTERPRISES, LLC
430 ELLINGTON ROAD
CHRISTENSEN, EILEEN S. & PAUL L.
PO BOX 1134
ADMIRAL MOVING & STORAGE INC.
411 ELLINGTON ROAD
FARLEY, WELSEY A. & MEUNDA M.
395 ELLINGTON ROAD
HIGGINS, ISABELLA P.
395 ELLINGTON ROAD
HIGGINS, ISABELLA P.
PO BOX ,1134
MILKIE, ROBERT D.
445 ELLINGTON ROAD
FARINELLA, JOSEPH J. & LILLIAN J.
650 NE HOLLADAY ST. 01400
KC PROCO LLC
PORTLAND. ORGEON 97232
C/O KINDER CARE LEARNING CENTERS
PO BOX 383
FRAIZE, WILLIAM T. JR. & INGRID S.
EAST WINDSOR HILL, CT 06028
PO BOX 415
THE J.E. SHEPARD CO. INC.
EAST WINDSOR HILL, CT 06028
445 ELLINGTON ROAD
FARINELLA, JOSEPH L. & LILLIAN J.
400 CHAPEL ROAD
BISSELL COMMONS INC.
ST. MARC CIRCLE
CHAPEL HILL CONDOMINIUMS
FINAL. PLANS
TOWN OF SOUTH VVINDSOR
AUTHORIZED SIGNATURE
DATE:i
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INO., AND HAVE BEEN
PREPARED SPSOIFIOALLY FOR THE OYMKIAPPLiOANT FOR THIS PRO.JEOT. THEY ARE NOT
TO BE U5ED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER iNiTHOUT TH>; EXPRESS MrrEN PERMISSION OF DES1614
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFE55IONAL EWNEER OR SURVEI'OR.
THiS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTiCUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT* AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATI"N. ' IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FiELD SURVEY, AND IS SUBJECT TG SI. a CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLO E.
TO _BEST -OF- Y� WLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT +S NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
•� k
APPLICANT:
FOUR SEASONS PAINTERS
435 CHAPEL ROAD
WINDSOR, CONNECTICUT 06074
TEL: (860) 798-3170
APPLICANT:
MEGMATT, LLC
86 WINDSHIRE DRIVE
WINDSOR, CONNECTICUT 0607
TEL: (860) 644-9395 4
V
p��r p sa�� RDA �Dy�e � y �� ' •.
a qR
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p DRIVE(
�Ro
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ST. MARC r RO
CIRCLE
(PV) 30
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p 291
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SURNHAM
DESIGN PROFESSIONALS, INC. LOCATION PLAN N.T.S.
1
2
3
4
Zoning Data Block
ZONE: RESTRICTED COMMERCIAL (RC)
ITEM
REQUIRED/ALLOWED
PROVIDED
Lot Area
30,000 sq. ft. min.
36,282 sq. ft.
Lot Width
150 ft. min.
150 ft.
Lot Depth
150 ft. min.
241 ft.
Lot Coverage
25% max.
7.9% exist./14.1% proposed
Impervious Coverage
60% max.
31.0% exist./58% proposed
Building Height
45 ft/3 stories
2 stories
Front Yard
65 ft.
66.2 ft.
Side Yard
10 ft.
14.8 ft.
Rear Yard
25 ft.
26.4 ft. exist./26.1 ft. proposed
rurnu,y w,cwaL,ons:
Office: Building 1: 1,800 s.f. + 1,911 s.f. = 3,711t s.f.
= 16.7 spaces required
Building 2: 2,800 s.f. = 12.6 spaces required
Proposed:28 spaces + 1 hands —cap space = 29 spaces total.
Landscape Required: 5% interior Parking = .05 (13,200f s.f.) = 660 s.f. required
Landscape Provided: 795 s.f.
SHEET INDEX
COVER SHEET/KEY MAP
1OPOGRAPHIC & EROSION CONTROL
PLAN
EROSION & SEDIMENTATION CON'TROI PLik,\AI
DETAILS SHEET
LANDSCAPE PLAN
ARCH iTEC1"'URAL I�LAIN': GARAC�
ARCHITECTURAL PLAN(S)o OFir IC'E,.
sHEET 1 DATE: MMARCH 4 2005
PPI PROJ. # 20i�"1
FXP ITT NCT CnNnITIONq CB
-s- a i 1\J & J- -1 I tr N-✓ t! -L \ L 1 1 1 \J -L 'I ICJ TF: 7G.99
iNV: 66.09
%-utn 0-11C S--ou1A `U
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
^�soa.coN TELEPHONE (860) 644.2511
SMH
CERTIFIED MAIL - ` - S TF: 71.70
April 18.2005 30» @ �-8.•09% - - ' - ' '' � �
Mrs. Karen Isherwood
DesignCB
Professionals, Inc. CH
SMH 6 LAT. TE: 70.99
165 South Satellite Road A E IL ROAD ()
South�vindsor,CT 06074 TF: 71.90 21.0' LONG {NV: 67.89 E
°gAPPROX. 12" WATER MAi %5� S5 FL: 63.21 7.0' DEEP INV'. 67.59(N)
-- - -- - -- ---
R^ A 1 #05-21 P Four Seasons Painters cite Plan _ _ - - - - --
App. 4033t", » _ NET 4032 w-
Dear Mrs. Isherwood: _ - N 65°31 _01- W- _ -� - - - -
We are pleased to advise you that the Planning & Zoning Commission voted on April 12, 2005 1 5j 0, 00 ~ 2
to approve with modifications the above referenced application for a Site Plan of Development. � � 3g Q � ROS4 9 �1 �� � 1.10'r/ TO M ON
�l. �2. a v. \,N
This approval is for the construction of an office building and garage on property located at 435 h &O 3/4" I, � I P E
Chapel Road, RC zone as shown on plans prepared by Deign Professionals, Inc., Job No. 2067, , e
dated April 6, 2005, as revised. This approval is subject b) the following modifications:
r
1. Prior to commencement of any site work, a meeting rr ust be held with Town Staff.
2. No building permit will be issued until lire final mylars have been filed in the Town Clerk's -
office. Q IZg
3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8. I.11 ° ' BIT. PAVEMENT
of the Zoning Regulations. 1 T�' O
J N
, to
4. A landscape bond in the amount of $2,000 is required and must be submitted prior to filing of I � ��ZS �X
mylars.
5. All plans used in the field by the developer must bear the: stamp and authorized signature of 'I 3" Q '
n
the Town of South Windsor. r' ,
+
6. This approval does not constitute approval of the sauitar;1 sewer, which can only be grantedby the water Pollution Control Authority. I r + + h
' 1 A '%8
7. The building street number must be included on the final plan.
5' F Y. �`
U
8. Pavement markings must be maintained in good condition throughout the site drives and X 71, i \ OD 435 CH APELDROAD I +
r r r
parking areas. `\
EXIST. OFFICE � cv
9. Key map must he modified to show the proposal. i \ BUILDING i
ELEC
� 1-STORY
10. Cut sheet of full cut-off wall pak fixtures as well as a piotometric diagram for proposed I ' \ 1800 S.F.
lighting must he submitted. 1 ` FF: 73.28 ELEC \
11. Windows along the front of the building should match in size. l D D GAS
+ \ o�
2� `
12. The Town Engineers review comments dated March 2'.1, 2005, must be addressed to the '
satisfaction of the Town Engineer.
N/F '
13. All commercial vehicles and equipment must be stored inside the garage overnight. Outside ANTHONY T. & ' \ ` APPROX LOC. ® PPRO�C. LOC. '
storage is prohibited. ANTHOSYLVIA B T. & 1 EXIST. 750 GAL. TANK -BOX I ,
I (EX' SEPTIC SYSTEM TO BE �1 ' I w N/F
4 Applicant must return to ADRC with outside lighting plans and a plan to enclose the exterior ABANDONED -TAN TO BE I ' d" /
1 ' pp - - - K '(0 a� CHAPPELL ENTERPRISES, LLC
to
stairway O_ FILLED AND CRUSHED) 1
Black and white transparent mylars of Sheet #2 with the abo� e modifications, together with three N
blueprint copies of the entire set of plans must be submitt<d to this Commission within 30 days N } N
to be stamped and signed. The letters of approval of this t:ornmission as well as the Inland04
/ onservation Commission must be reproduced on the mylars. V)
Wetlands AbeneyC `I z
o
Alter the mylars have been signed by the Commission, th,,y will be returned to you for tiling in
�e Town Clerk. After tilin these plans, a copy of the receipt must be submitted to �1 xo
the Office ofthe To g P `
the Planning Department. ��° S�
` r d +
` \ 1
Sincerely,
I
Timothy H. Wentzell, Chairman
Planning and Zoning Commission a �11 A ' r r N
r , 1+\
THW/kak r / 4.8
, r
cc: Jeffrey Doolittle, Town Engineer ` r '
Christopher J. Dougan, Chief Building Official
24'0
Charles Danna, Assessor ,' ELF( -
Fred Shaw, Superintendent of Pollution Control 1 I ' f
�D GAS
William Lanning, Fire Marshal '
G F Seasons Painters
3 '
T11-1 /-% Tl !"1 C`+ 77 T" O T"N T-1 Z T T-7 T !1 TN -% T T-11k T rr,
Un V n LUrlVIL IN 1 TF
TF: 70.99
INV: 66.09
EXISTING PAVED ENTRANCE
lU BE ABAIVDUIVED.
_ _-------72----__ PAVEMENT TO BE SAWCUT 8c
-_REMOVED TO LiMITS DEPICTED. S
_-
•--- - ----- - - -- cj CB
1I APEL ROAD N V: 6 7 89 (1-)
kgAPPROX. 12" WATE_R MAI 15� S5 INV:67.59(N)
INIv. Rr, n-L
VV
N 4033 �I2 N ' > . _ btu - - - - - FL4-3-72- - - - NET 405 t
Vr-
►p ` �?� RE- RA Q Q PROS k�z o. / S=2.08% MIN.
3Tn Q�nIts w� mr RAIN
PROPOSED ANTI -TRACKING APR`PN �2� �25� g
(6"N2" STONE OVER FILTER FABRIC)
► s i0. 0.
SEE: DETAIL �, c 4' BRE/ IN PROP. H-CAP SPA E i ,`INV. 65.10
40 CURB a 8 X 18 WITH 2g 1,
BIT. PAVEMENT 8' WIDE HATCI1�Z>
0 �'�9,'X18' PARKIN � o-
i - \JPACE-(TYP.,10
0 SILT 4 a PROPOSED
SiLT FENCE ` SILT FENCE
N
cj 0 8 1322 ��33 r - (TYP. j
i r � r
TC: 72. 0 EXIST. 1ST STORY:1800 SF
C.72. 0 PROP. ')Kln CTr1RY nFFIr`E(S);1Rno SF
+ FF: 73.28
ELEC ,
PROPOSED PROPOSED AfkOX. LOCATIoN
r ,
I PROP. BUILDING
TREELINE I AIRWAY ELEC ( MECHANICALS
' (TO BE S EENED
WITH SOLID
6 "a D GAS ` ALONG EACH SIDE)
121 TC:72.40 CONC. WALK 7 - -
N/F ; BC: 71.90 C.
0 C. . INV.67.20 ,
ANTHONY T. & I ; \ - - J� MATCH X72.9 1 '
SYLMA BERTiNi I ( INV T' I N/F
- - - z TC: j2. 5 TC: 11 Tc 72.90 I #', CHAPPELL ENTERPRISES, LLC r
< `Ln BC: 71. BC: 71 � BC 72.4ry
`
1 (ri O '11X 'I f
r
I
o F- � I r
r f wo �� , GRADE 0 DRAIN �l\) _ o� 1 PRQPOSED DUMPS"i R
` ?�� + ON CONC. PAD
Q, g \
/' , SCREENED (SEE DETAIL)
ry
cibo
� r
� 1
73 r I
o , A ' O ( + tit
PRC
YA P SEC N 11 XJ 3' CONC. WALK
r
r
TF: SO.O' ELEC r
INV 6 :6 `, D GAS I r
N EX BLD Z
Kevin reer, our
•' ��°' � � LEGEND � \�^ 'v. STa{RWAY 11
EXIST. 2-BAY (24 X45)
` \ GARAGE - S -PROPOSED SANITARY LATERAL c1 PROP. 2 STOR `
1� ��T ADDITION
°wN S�Ae
?l
10•
(24' X 45') -�
° ' - \\ cs+
- W - PROPOSED WATER LATERAL
® DUMPSTER ON CONC. PAD
Q oo 8' to ' - I \
�O d EF: 73.45 I
V. �°
��`' 1� G��)
i??? t_, / Q1lyyL �4.h:GCJ L WG�ZJZ
1
1 IQJ 0
1 &SCREENED (SEE DETAIL) �0
Q�. WiTH 3--20,
% 0
5
�•;. > �/ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074_
1 FF: 73.48
1 - Sae - EXISTING CONTOUR I
$ OVERHEAD DOORS
I `
1
TELEPHONE (860) 644-2511
-- - - --70_ r
'
I PROPOSED CONTOUR
30 L -70._... '
May 12,2005
� j / ~ � ,
25 R.Y. ^� ,�
X61.95 EXISTING SPOT GRADE
X61.95 PROPOSED SPOT GRADE
� p
j �tp SR.Y. 1
A
ti
o PROPOSED SANITARY Cl_EANOUT
-`
/ SLOPE
Design Professionals, Inc.
165 South Satellite Road
,
I
PROPOSED LIGHTING WALL MOUNT
I
/ , /
24" DIAM OPENING
S th W' A. CT 06074
�
1
1
1
on to or, I W
Attn: Karen Isherwood i N
RE: Four Seasons Painters / a''
435 Chapel Road 200.02 TO 1/2 PIN / -- _ - 15M _ _ -72_ _ _ _ 72.04' TO 1" PIPE
South Windsor, CT � -^� �`���-S6450 5-R E�. � ►, =r "
�� 2
Dear Ms. Isherwood:
The South Windsor Water Pollution Control Authority, at its regular meeting of May 3, 2005, gave N/F
approval of the application as presented for connection to the Town's sewerage system for a commercial EI LEEN S. & PAUL L.
building at 435 Chapel Road Sullivan Avenue, South Windsor, CT, as more specifically shown oi. , .� CHRISTENSEN
entitled "Four Seasons Painters, 435 Chapel Road, South Windsor, Connecticut," Prepared by Design
Professionals, Inc., South Windsor, CT; Job No. 2067, Drawing No. 2067-SP.DWG; Sheet No. 214 Dated
March 4, 2005, with revision dates 416105; and subject to the following conditions:
1. Any change in the project, other than originally presented, must be brought back to the Authority for
further approval.
2. Technical approval of the Town Engineering Department.
3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the
sewer line has been installed and inspected by the Town staff, and based upon the written verification
of the Town staff that said sanitary sewer line was installed in substantial conformance with the
design plans approved by the Authority, and meeting all Town regulations and appropriate technical
specifications relating to sanitary sewer construction.
This approval letter ,,,ust be superimposed on the final approval plans.
Very truly yours,
Joseph J.Carino, C'hairr an -
Water Pollution Control Authority
JC:ead
Cc: Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
Four Seasons Painters
o iI n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 8_31-05 APPROVAL LETTERS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4/6/05 REV. PER TOWN COMMENTS
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP71ON
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE
500-YEAR FLOODPLAIN PER FIRM COMMUNITY - PANEL NUMBER
090036 0009 D MAP REVISED FEBRUARY 23, 2001.
3. PROPERTY IS IN ZONE RC.
4. STREET LiNE IS TAKEN FROM MAP REFERENCE 2.
5. PARCEL AREA IS 36,282 S.F. OR 0.83 AC.
6. ROOF LEADERS TO DISCHARGE ONTO SPLASH PADS.
7. SUPPLEMENTAL LIGHTING PLAN DEPICTING LOCATION AND SPECIFICATIONS FOR
WALL PACKS TO BE REVIEWED AND APPROVED BY TOWN STAFF.
MAP REFERENCES
1. PROPERTY OF MORGAN J. BRADLEY CHAPEL ROAD SOUTH WINDSOR, CONN.
SCALE 1 "=50' APR 1965 W.H. BURNHAM, SURVEYOR
2. RIGHT OF WAY MAP CHAPEL ROAD FROM U.S. ROUTE 5 EASTERLY TO
BURNHAM STREET, SOUTH WINDSOR, CT PROJECT 1174.09, JUNE 7, 1991,
SCALE 1"=40', SHEET 1& 2 OF 4 BY A N CONSULTING ENGINEERS
I / I B B
�� -ram �r �... ��, �,� � �� �r �� /�• M
---Ld --7 2 .�.�_ ....._.. --- Flow
W
Z N/F �00000�
4" MIN. TOPSOIL fttffN S. &PAUL L. 00000 - -
1t `; CHRISTENSEN Q a
CLEAN BANK RUN GRAVEL --
MIFAFI 140S FILTER FABRIC -
OR APPROVED EQUIVALENT
OWNER:
6"DIA. PERFORATED ADS OR
M EGM ATT, LLC
APPROVED EQUIVALENT
86 WINDSHIRE DRIVE
SOUTH WINDSOR, CONNECTICUT
06074 3/4" STONE
TEL: (860) 644-9395
APPLICANT:
FOUR SEASONS PAINTERS
435 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT
06074
TEL: (860) 798-3170
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
KMI
KMI 12882
BY RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
O� t NOTES:
1. AVERAGE TOTAL DEPTH TO
BE3FT.
` 2. LOCATION OF UNDERDRAIN
I
' SEGMENTS 'ARE AS SHOWN
ON THE PLAN -PROFILE SHEET.
� z
UNDERDRAIN
not to scale
FRAME & GRATE TO BE:
Le BARON FOUNDRY MODEL LAM264
OR APPROVED EQUAL
26"
24-1 /4"
29-3/4"
YARD DRAIN
FRAME & GRATE
YARD DRAIN
FRAME AND GRATE
(SEE DETAIL)
ADJUST TO GRADE WiTH
MAX. OF TWO COURSES
OF CONC. BRICK
CONCRETE SLAB TOP
REINFORCED CONCRETE
W w 5"
MANHOLE SECTION WITH
"O RING" JOINTS
it
FLOW- FLOW
CONCRETE
o a A 4'-0" DIA FAREINFORCED MANHOLE BASE
N m
NOT TO SCALE `-6" 3/4" CRUSHED STONE FOUNDATION
SECTION B-B
PRECAST STRUCTURE FOR YARDDRAIN
NOT TO SCALE
Oi Tel. 860.291.8755
RESURVEY PREPARED FOR:
Fox 860 291 8757
D as' n
W1Yfai"'tt`t,®� n OCA � �M
tlh`AAi"'tt`t, L� li'LLal11WV
FlJUR
SEASONS'
PAINT.�RS
is
irofess
® civil engineers •planners •surveyors
DESIGN. KMI
DRAWN KM//MH
CHECKED. GBS
435 � HAFEL
RR 0AD
■
landscape architects • gis • gps
JOB NO.: 2067
DATE:• MARCH 4, 2005
165 South Satellite Road, South Windsor, Connecticut 06074
DRAWING NO.: 2067-SP.DWG
SOUTH WUNDS(DRO
CONNIE TUCUT
SHEET
11
m
ANGLE POSTS 1• SET POSTS AND
EXCAVATE A 6"x6" TRENCH
5' UPSLOPE 1 PDS T UowCoEc^vSiS.
FOR SELF-TY�ffj� FENCING
AND SELF- prlJJti
CLEANING.
9 F 12" MIN.
2. STAPLE THE SILT
FENCING TO THE
END VF IHE PVJT
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPACTED
BACKF ILL
-� _MI - _
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
STOPPER
I / Z
6"-30' BEND
I_-� EDGE OF PAVEMENT
I
6" Y BRANCH
I
I
WOOD 2"x 2" STRIP TO BE
CARRIED FROM SEWER TO -
SURFACE OF GROUND
6" Y BRANCH
N.T.S.
PROPOSED SANITARY SEWER
6" Y BRANCH
PROPERTY LINE
I
I
I
6"-30• BEND
\CRUSHED STONE
(WHERE REQUIRED)
JOINTING MATERIAL IN
'CONNECTION TO BE SAME
AS MAIN SEWERS
TYPICAL SANITARY SEWER
HOUSE CONNECTIONS
NOT TO SCALE
5" THICK CONC. DUMPS
(SEE PLANS FOR DIML.. .. ,
NOTES:
1. ALL HOUSE CONNECTIONS TO BE
LAID TO GRADE OF 1/4" PER FT.
MIN. AND CARRIED TO THE EDGE
AS SPECIFIED BY THE ENGINEER.
2. "Y" SPACING AS DIRECTED.
OF PAVEMENT OR PROPERTY LINE
;ADE
DUMPSTER ENCLOSURE DETAIL
N.T.S.
APPLICANT:
FOUR SEASONS PAINTERS
435 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL: (860) 798-3170
? { x
1. UNLESS OTHER'VOSE NOTED, EXISTING UTILITY
zz
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
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.
,T D.O.T. 2" STONE TO BE PLACED
2 FILTER FABRIC MATERIAL
SEDIMENT AND EROSION
=T FOR PAVEMENT WIDTHS
EDGE OF PAVEMENT
THRU STREET
AN I I— I RACKING APRON
N.T.S.
RIN/SH GRAVE
AVQ BODYPLUG IN7H
OVN P'
INLM CLEANouT
TYPE I
NOT TO SCALE
PIPE SIZE PER PLAN
APPLICANT:
MEGMATT, LLC
86 WINDSHIRE DRIVE
SOUTH WINDSOR, CONNECTICUT 06074
TEL: (860) 644-9395
REVISIONS
1 4/6/05 PER TOWN COMMENTS KMI
NO. DATE DESCRIPTION BY
9"
V,.
HANDICAP PAVEMENT MARKING
Alm- T/\ C!` A I r
BITUMINOUS CURB
3'-O'AISLE
HANDICAP ACCESSIBLE
I3'-0• WIDTH
9 3 4„
79 HANDICAP
PARKING SYNBOL
AISLE
ACCESSIBLE
BLE
PARKING
SPACE
6"
4" WIDE
PAINTED LINE (TYP.)
•a,, d..•a
7" .a.yc.'.' .
y, •
.L4
y,L1.p
4' WIDE PAINTED
LINES O 16• C.C. 46'ANG. 2 3/4"
20 PRECAST CONCRETE
WHEEL STOP TYPICAL CROSS SECTION
EDGE OF
�- ASPHALTIC CONCRETE
O 1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04
22 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04
u 6" PROCESSED AGGREGATE DASE PCR CT UVI M.U0
® 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02
PRIVATE PAVEMENT CROSS—SECTION
NOT TO SCALE
DESIGN NOTES
1. CONCRETE, 4000 P.S.I., 28 DAYS.
2. WEIGHT 300 LBS.
3. REINFORCEMENT, (2) #4 R.R. BAR.
4. (2) 3/4" HOLES CAST IN FOR ANCHORING.
. . .. ......
0
STRAIGHT SECTION
`-' ME EN PRECAST CONCRETE WHEEL STOP
TYPE 'A' REFERENCE
CENTER ON SPACE
IM
CONCRETE WALK NOT TO SCALE
W/SROOM FINISH
HANDICAP ACCESSIBLE PARKING STALL
e Tel. 860 ' 291 •8755
® Fax 860.291.8757
esign
rofessionals, ini.
rcivil engineers • planners surveyors
landscape architects . gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
L�TE-I_l•�IL
DESIGN. KMI DRAWN.MHA CHECKED. GBS
✓0e No.: 2067 DA M- MARCH 4, 2005
DRAWING NO.: 2067—SP.DWG (DETAILS)
PREPARED FOR:
FOWR SEASONS PAINTERS
435 CHAPIEL ROAD
SOUTH III W1 MOIP". CONMICTICUT
SHEET
11
CB
TF: 70.99
INV: 66.09
�1•
_72- -
I r •" r I "' ~ �
M r I •� r
y y w I r
••• .w ti r r r r r r r y ..• y S, r �•
IH Ii 1, / k1 ID 1 4 4:1 fJ-.) id A III 1` C•V DAI , AOno ,
A J. t-1 JL � � U &-I JU ._n.
APPROX. 12" WATER MAIN
N 4033
• A i
SHS
PROPOSED ANTI -TRACKING APRPN ,
(6"N2" STONE OVER FILTER FABRIC) CA : ; • .. o.
SEE DETAIL SHRUB. BED (rtl
� 4 1
--PROPO ED
SiLT FENCE
EXISTING TREE �' • F.Y. t
LINE
C71
PROPOSED ,
TREELINE ]
L
N/F
ANTHONY T. & 1:
SYLMA BERTINi `
' AR 3JH
�• \
1
r,
SEEDING MIXTURE
TYPE II
---2JH
7HS
�_4,.IH
• a 11 LM•�
¢� IN PROP. H-CAP SPACE
CURB E 8' X 18' WITH
8' WIDE HATCH
0 9'X18' PARKING
-\SPACE-(TYF .)
X
3 _I
3H
3H
NET 4032
I
,
,
,
,
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-PROPOSED
SILT FENCE
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1
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t
EXIST. 1ST S i DRY:1800 SF
�
PROP. 2ND STORY OFFICE(S):1800 SF ; •"
' '
'
FF: 73.28 ELEC •I
. ,.
,
PROPOSED :�'
:: ' ?� :
APPKQX• LOCATION
AIRWAY ELEC
.1 • ;�
PROP..6UIWINc
MECHAN(CALS
:
• D GAS •
1. A3
l:
BE SCREENED
W 14 SULIp FENCING
ALONG EACH SiDE)
?�
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L
I
01
CB
TF: 70.99
INV:67.89(L)
iNV:67.59(N)
N/F
31C O
CHAPPELL ENTERPRISES, LLC
ir2RCP
AR ! PROPOSED DUMPSTER
L
ON CONC. PAD
,
f I SCREENED (SEE DETAIL)
,• ,
r � >
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50,0
STAIRWAY
L
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ELEC
D GAS -
EX. BLD.
,
[IN,`L
r
]
,
f
' y _ _;76_
25' R.Y.
N/F
EILEEN S. & PAUL L.
CHRISTENSEN
)
PROP. 2 STOR (24 X48
ADDITION
- EF: 73.45'
WITH 3•--20'
OVERHEAD DOORS
t
SEEDING MIXTURE
TYPE 11
KEY
LAWN AREA
LA
N O
SCAP E P LAN T 11N
G j)UII LD U LE
SIZE
1 1/2"-e
5'--6' HT
3" CAL
CAL
TYPE
B&B
CONT.
B&B
REMARKS:
PLANT AS SHOWN (75'HT-40W)
MULTI -STEM (20 HT--15 W)
PLANT AS SHOWN (30'HT-20'W)
QTY.
KEY
BOTANICAL NAME
COMMON NAME
2 AR
1 AG
2 PC
Siam
ACER RUBRUM 'FRANKSRED'
AMELANCHIER 'AUTUMN BRILLANCE.'
PYRUS CAI I ERYANA
RED SUNSET MAPLE
'AUTUMN BRILLANCE' SHADBLOW
CALLERY FLOWERING PEAR
24
9
5
3
3
iC
JH
RC
RCA
RCP
ILEX CRENATA 'GREENLUSTER'
JUNIPEROUS HORIZONTALIS 'VAR.'
RHODODENDRON 'CAROUNIANUM 'ALBUM'
RHODODENDRON 'CATAWBiENSE 'ALBUM'
RHODODENDRON 'CATAWBIENSE 'PINK'
GREENLUSTER JAPANESE HOLLY
BLUE RUG JUNIPER
WHITE CAROLINA RHODODENDRON
CATAWBIENSE WHITE RHODODENDRON
CATAWBiENSE PINK RHODODENDRON
2'-3' HT
18"-24"
24"-30"'
24"-30"'
24"-30'0#
SPRD
HT
HT
HT
CONT.
CONT.
CONT.
CONT.
CONT.
4' O.C.
5' O.C.
5 O.C., SPRING ONLY
5' O.C.
PLANT AS SHOWN
GROUND•S•OV'ERS
15
8
7
30
HS
HE
HE2
LM
HEMEROCALUS VELLA D'ORA'
HOSTA SIEBOLDiANA 'ELEGANS'
HOSTA SiEBOLDIANA 'PATRIOT'
URiOPE MIUSCARI 'VARIEGATA'
STELLA DE'ORA DAYULY
ELEGANS HOSTA
PATRIOT HOSTA
VARIEGATED LILYTURF
1 GAL.
1 GAL.
1 GAL.
4 INCH
CONT.
CONTI,
CONT.
POT
24" O.C.
24" O.C.
24" O.C.
12" O.C.
LANDSCAPE NOTES:
1.
ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE
PERIMETER OF THE PROPERTY AS REQUIRED BY OWNER'S REPRESENTATIVE.
2.
DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE
REMOVED FROM SIDEYARD AREAS.
3.
ALL NEW AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE SIX (6) INCHES OF
TOPSOIL, SOIL AMENDMENTS AND
MULCH. EXISTING LAWN .AREAS TO BE AERATED AND OVER SEEDED. WATER AND
MAINTAIN LAWN.
4.
LAWN GRASS SEED MIXTURE:
A. SEEDING MIXTURE TYPE 1 (LAWN AREAS):
BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE
CHEWINGS RED FESCUE 30% OF MIXTURE
20% OF MIXTURE
APPLICATION RATE: 4.50LBS. PER 1000S.F.
B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE)
PERENNIAL RYE GRASS 10% OF MIXTURE
CREEPING RED FESCUE 10% OF MIXTURE
ALSIKE CLOVER 5% OF MIXTURE
RED TOP 5% OF MIXTURE
TALL FESCUE 70% OF MIXTURE
APPLICATION RATE: 5.00LBS PER 1,000 S.F.
5.
ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY
STOCK, ANSI,
Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
6.
PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10
FALL- SEPTEMBER 15 TO NOVEMBER 15
7.
SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
8.
LAWN SOIL AMENDMENTS:
A. LiME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL
STANDARDS AND
CONTAIN A MAXIMUM OF 60% OXIDE. (I,E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE).
B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO
ACHIEVE
A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA.
FERTILIZER
SHALL BE A MINIMUM OF 50% ORGANIC SLOW --RELEASE COMPOSITION.
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN FLOOD ZONE X - AREAS. DETERMINED TO BE OUTSIDE
500-YEAR FLOODPLAIN PER FiRM COMMUNITY - PANEL NUMBER
090036 0009 D MAP REVISED FEBRUARY 23, 2001.
3. PROPERTY IS IN ZONE RC.
4. STREET LINE IS TAKEN FROM MAP REFERENCE 2.
5. PARCEL AREA iS 36,282 S.F. OR 0.83 AC.
-MAP REFERENCES
1. PROPERTY OF MORGAN J. BRADLEY CHAPEL ROAD SOUTH WINDSOR, CONN.
SCALE 1"=50' APR 1965 '."I.H. BURNHAM, SURVEYOR
2. RIGHT OF WAY MAP CHAPEL ROAD FROM ROUTE 5 EASTERLY TO
.U.S.
BURNHAM STREET, SOUTH WINDSOR, CT PROJECT 1174.09, JUNE 7, 1991,
SCALE 1"=40', SHEET 1& 2 OF 4 BY A N CONSULTING ENGINEERS
zo a u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
� INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED iN THE FiELD
GRAPHIC SCALL E
BY A LICENSED LAND SURVEYOR PRIOR TO10
0 ,Ip
2-0
00NSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE i 4-6-05 PER TOWN COMMENTS KMI
SEAL AND ORIGINAL SIGNATURE
OIMPRESSION
OF THE PROFESSIONAL ENGINEER/SURD" YOR. N. DATE DESCRIP710N BY
1 inch = 20 ft.
Tel. 860.291 •8755
Fax 860.291.8757
Jle sign ,
irofesslns, inc,
13 civil engineers • planners surveyors
I (landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
I III W1.3 rig
DESIGN.• RLB DRAWN.• MHA CHECKED.- RL,B
JOB NO.: 2067 DA TE: MARCH 4, 2005
DRAWING NO.: 2067-1-P,DWG
DO NOT HEAVILY PRUF,'E THE TREE AT PLA;HI:1G.
PRUNE ONLY CROSSOVER U„BS. CO-OOHINrJN
LEADERS AND BROKEN OR DEAD BRAPICHES. s-
SOME INTERIOR iW,GS AND LATERAL BRAIICHES
MAY BE PRUNEO: HOWEVER, 00 NOT REMGVE
THE TER, t,NAL BUGS OF DRANCHES THAT 7"
EXTEND TO THE EDGE OF THE CROWN. 1
STWCE TREES ONLY UPON THE APPROVAL
OF THE UJIDSCAPE ARCHITECT
SEE 5TAKNG oaAt.
WRAP TREE TRUNKS ONLY IIPON THE _].�'•
APPROVAL OF THE LANDSCAPE ARCHITECT. T
MARK THE NORTH SIDE OF THE TREE
IN THE NURSERY, AND ROTATE TREE ••�•-..,,,`_
TO FACE NORTH AT THE SHE WHEN EVER
POSSIBLE.
{
SET TOP OF ROOT DALL FLUSH TO 1800 l.LM�
GRADE 0I 25 OO M!A (1-2 IN.) '1400 MM (8F
HIGHER IN SLO'NLY D NING SOIL.
200 MM (8 IN)
50 NM ((2 IN. MULCH. DO tL0 PLACE , ,','
MULCH tk COZTACT W1TH TREE iRUAK. + + + +
MNINTAIN THE MULCH WEED -FREE FOR
A MINUIUM OF ONE YEAR AFTER
PLANTING. + • + +
NOTE: FOR DIMENSIONS OF
PLANTING AREAS TYPES OF SOIL
AMENDMENTS, Olt SOIL REPLACEMENT,
SEE `SOIL IMPROVEMENT DETAILS."
NOTES
EACH TREE MUST OE PLANTED SUCH THAT
THE TR, FLARE IS VISIOLE AT THE i0P
CF 11
ROOT BALL. TREES VIHER[ THE TRUNK
FLARE IS NOT VISIBLE SEinll BE REJE,
TED.
00 NOT COVER THE TOP OF THE ROOT
BALL WITH SOIL.
ICYMM 4 IN. HMH EARTH SAUCER
+ +++ + + BEYOND CGE F ROOT BALL.
r , REMOVE ALL TVGNE, ROPE AND YdRE, aND
BURLAP FROM TOP RALF OF
ROOT RNL
' IF PLANT IS SHIPPED WITH A WIRE PASKET AROUND
THE ROOT BALL, CUT THE WIRE KET IH FOUR PLACES
AND FOLD DOINN 200 MM (8 IN. INTO PLANTING HOLE.
PLACE ROOT d1Lt ON UNEXCAVATEO
OR TAMSo
_
TAMP SOIL AROUND ROOT DILL
SO THAT ROOT +BALLDOESRNOTUSHIFT.
I. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO HITRODUCTION AND USE CRITERIA PRIOR TO USING THIS OCTAIL.
TREE PLANTING DETAIL
B&B TREES IN ALL SOIL TYPES
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THIN 2400 MIA ($ FT.)
SQUARE, OPEN TO THE SKY. AND HOT COVERED BY ANY PAVING OR GRATING.
3• HIGH EARTH SAUCER (TYP.)
3' SHREDDED BARK MULCH
REMOVE BURLAP AND TIES
FROM TOP 1/3 BALL
1' SHREDDED BARK MULCH
CROWD COVER BEDS
COMPACTED WOW -AM (T)P.)
m7lHG 12�'DP
( UIrRE (TIP.)
8S OW.LETER
a t2'
SHRUB PLANTING
NOT TO SCALE
RESURVEY PREPARED FOR:
435 C HAPIEIL ROAD
SOUTH[ WIt1``YImsom"S, CONMtC'I['IECUT
SHEET
L
0
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PROPOSED FRONT ELEVATION
SCALE: 3/16" = 17
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1__________L ___-n— -----1^�___L-----------.-------- -----
PROPOSED RIGHT END ELEVATION
(SHOWING FOUNDATION AND FOOTINGS BELOW GRADE)
SCALE: 3/16" = 1'p„
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711
1
2X8 RIDGE
C.
STAIR PARAMETERS
11" = MIMIMUM TREAD WIDTH
RISE NOT TO EXCEED 7"
TRANSVERSE
SECTION AT STAIRS
4" CONCRETE SLAB ON COMPACTED FILL
AND/OR UNDISTURBED EARTH --
2" STYROFOAM INSULATION
EXTEND 2' BELOW FLOOR SLAB
Q L%_1 i 1 1 N !'1 1 NJ I T'%I (\%J
SCALE: 1 /4" = 1'0"
SEE SPECIFICATION SECTION (THIS PAGE) FOR DETAIL AND
SPECIFICATIONS NOT IN THIS SECTION
- - 2X6 NON PT BOTTOM PLATE AT WALL
--- 2X6 PRESSURE TREATED SILL
SII I SFAI ER
V' MtN!MUM
FINISHGRADE
I I - U21*X12" ANCHOR BOLTS 4' OC MAXIMUM
I CONCRETE FOUNDATION AND FOOTING
I I I 2500 LB MIX MINIMUM
AND 2' INSIDE FOUNDATION
I 42" MINIMUM
KEYWAY
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FOOTING/FOUNDATION SECTION
t`
AT SLAB ON GRADE)
(TYPICAL
SCALE: 3/8" - 1'0"
5/8" CDX PLYWOOD ROOF SHEATHING WITH
H CLIPS MIDWAY BETWEEN TRUSSES
ENGINEERED ROOF TRUSSES @ 24" O.C. _
ACTUAL CHORD DESIGN TO BE BY MFR.
GAF WEATHERWATCH (OR EQUAL)
ICE & WATER SHIELD (36" STRIP)
CENTER AT ROOF TRANSITION
AND AT ALL VALLEYS
2X4 @ 24" O.C. GAMBREL FRAMING
HUNG FROM CLIPPED TRUSS TAIL
2X6 @ 16" O.C. FRAME WALL -
- -
R-19 FIBERGLASS BATT INSULATION
WITH VAPOR BARRIER TOWARD LIVING SPACE —
(TYPICAL AT EXTERIOR WALLS)
j
112" CDX PLYWOOD OR 7116" OSB WALL SHEATHING
"TYVEK" OR EQUAL AIR INFILTRATION BARRIER -
RIPPED 2X RIM JOIST
OVER EXISTING RAFTERS
CANTLEVER NEW JOISTS
AT DORMERS THIS SIDE ,
ALUMINUM DRIP EDGE
2X6 ALUMINUM WRAPPED FASCIA -
50% VENTILATED 50% SOLID VINYL SOFFIT
AS -IS STRUCTURAL SECTION
R-38 FIBERGLASS INSULATION
WITH VENTILATION BAFFELS AS REQUIRED
(TYPICAL AT EXTERIOR CEILINGS)
5/8" DRYWALL (TYPICAL AT CEILINGS)
— 112" DRYWALL (TYPICAL AT EXTERIOR WALLS)
WITH 3 COAT TAPING SYSTEM THROUGHOUT
SCALE3/8 1'Q"
314" T&G PINE BOARD ROOF BUILT UP ROOFING
SHEATHING (TIGHT TOGETHER)
ROLL -VENT (OR EQUAL) SHINGLE -OVER RIDGE VENT
30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES
/ ` /
PROVIDE INTERNAL BRACING AT
TRUSSES PER MFR. SPECIFICATIONS
-�--- 2X4 STUDS 16" O.C. (TYPICAL AT
INTERIOR BEARING WALLS AND PARTITIONS)
(VERIFY DIMENSION BEFORE ORDERING TRUSSES)
NEW 2X12 FLOOR JOISTS @ 16" O.C. RUN HORIZONTALLY
AND SISTER TO EXISTING 2X12 RAFTERS
(PROVIDE BLOCKING UNDER JOISTS AT THIS END)
STICK FRAME GABLE OVER
MAIN ROOF TRUSSES
GIRDER TRUSS AND
HANGERS PER MFR.
3/4" T&G O.S.B. SUBFLOOR
(GLUED & SCREW NAILED - TYPICAL) —
STRIP EXISTING ROOF AND ROOF SHEATHING
VERIFY INTEGRITY OF STRUCTURE AND SISTER NEW
FLOOR STRUCTURE TO EXISTING RAFTERS
PROVIDING BLOCKING AS REQUIRED FOR
STRUCTURAL INTEGRITY
----- -- ---- -
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---
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1/2" DRYWALL ON I
FURING STRIPS
8" CONCRETE BLOCK WALL
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VERIFY ADEQUACY OF BEARING
STRUCTURE TO CARY ADDED
2ND FLOOR FLOOR LOADING
-- - 2X12 @ 16" O-C-
REMOVE EXISTING SUSPENDED CEILING
AND INSTALL NEW CEILINGS THIS LEVEL
(VERIFY SELECTION WITH OWNER)
1/2" DRYWALL ON 1X
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WALLS AND PARTITIONS
8" CONCRETE BLOCK WALL
WITH BRICK VFNFFR
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EXISTING LALLY COLUMNS
------
(APPROX 8' O.C.)
ENGINEERED TRUSSES
4'0"
VINYL SIDING TO BE
SELECTED BY OWNER
SOLID VINYL WINDOWS WITH
LOW-E INSULATING GLASS
2X6 STUDS 16" O.C. TYPICAL AT EXTERIOR WALLS
_ 1/2" CDX PLYWOOD OR 7/16" OSB
WALL SHEATHING
-- "TYVEK" OR EQUAL AIR. INFILTRATION BARRIER
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