HomeMy WebLinkAbout99-46P_ROTARY FIELD PRESS BOX NEVERS ROAD PARK_NEVERS ROADVV L�4�1�6'
prepared by:
Sig esslonals, inc.
Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
CN
MAP
Lor
N/F ABUTTER LIST
76
5
8 COLLINS LAN£
COLLINS CATH£RINE S & HACEDORN
7
99 SAND HILL ROAD
PARISH OF ST PETERS CHURCH
8
f540 SULLIVAN AVE.
SOUTH WINDSOR, TOWN Of
9
1540 SULLIVAN AVE.
PLUM RIDGE CONDOMINIUM
10
P.O. 90X 270
CONNECT/CUT LIGHT & POWER CO
HARTFORD, CT 06141-0270
77
18
224 CARRIAGE DRIVE
£NGL£MAN JOHN ✓ & CAROL f
89
18
184 NEVERS ROAD
B&M ENTERPRISES
19
1540 SULLIVAN AVE.
SOUTH WINDSOR. TOWN OF
20
92 NEVERS ROAD
SPILKA, ROBERT d GEORGIA
2f
88 NEVERS ROAD
THEROUX, THOAIAS M & LAURIE S
22
60 NEVERS ROAD
KARV£LIS, ALTHEA M
23
P.O. BOX f060
B A• M ENTERPRISES, INC,
90
1
20 ANORE/S TRAIL
HILL, GEORG£ £
2
30 ANDREIS TRAIL
MURDOCK, WILLIAM C
3
38 ANDMEYS TRAIL
rWK£R, STANLEY H d MARY L
4
46 ANDREIS TRAIL
BARRIOSNUfVO, WILFREDO R & HARV£Y
5
54 ANDREIS TRAIL
CHINSKY, MARY-BfTN
6
52 ANDREIS TRAIL
GOLEMBA, DORE£N F & DAv1D ✓
7
74 ANDREIS TRAIL
MILLWARO, MAR✓ORIE H & JOSEPH C
8
39 ELLINGTON RD.
HOLLANDER, ROBERT A. 8 MARCY A
9
98 ANDREIS 7FA1L
GIRARD, PHILIP T & SUSAN K
!0
J GLEN HALLOW DR.
ALEKSANDROWICI, CH£STER
11
fO8 ANDREIS TRAIL
SCHINDK£R, ALLEN W
12
f 05 ANDREIS TRAIL
OUICK, CORDON M & LINDA J
13
97 ANDREIS TRAIL
YASSO, DONALD E & NANCY R
f 4
93 ANDREIS TRAIL
DARB£Y, MA£ JABBER
15
85 ANDREIS TRAIL
COOK, JOHN P & SUSAN G
16
79 ANDREIS TRAIL
URSO, CHARLES E.& JAYN£ /.
17
73 ANDREIS TRAIL
SILAS, JOHN R & SUSAN V
18
65 ANDREIS TRAIL
OLSON, RoB£RT K
f9
53 ANDREIS TRAIL
MELOCOWSKY, EDWARD R
10
43 ANDREIS TRAIL
KEYS, LUG£NE & JOHNSON-KEYS KAY F
21
31 ANDREIS TRAIL
ENDCL.£, JOHN 0 & MARGUER17T P
22
19 ANDREIS TRAIL
CALABRfSE, CHARLES J
97
P.O. BOX 270
CONNECTICUT LIGHT & POWER CO.
HAA,rrm, CT 06141-0270
98
7 ANDREIS TRAIL
KNIGHT, TIMOTNY
99
f 1 ANDREIS TRAIL
TOPP, ALAN A & MAUREEN H
!O1
38
1540 SULLIVAN AVE.
SOUTH W/NOSOR, TOWN Of
67
f540 SULLIVAN AVE.
SOUTH WINDSOR, 10WN OF
91
200 NEVERS ROAD
CHARLTON, iRANC£S S. rRUSTEE
102
65
J232 CALLE LARGO
IRELAND FAMILY LIMITED PAR7NERSHIP
HOLLYWQO0, FL 3JO21
r
THESE DRAWIN65 ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OMMAPPLICANT FOR THIS PROJECT, THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN
► ROFES5IONAL5, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 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 CONNEC11CUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
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NEVERS
OWNER/APPLICANT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CONNECTICUT 06074
TEL. (860) 644-2511
ROAD
PARK
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ex*__ Rv
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UU 1\ \� 1\ \� L�_ 4 � � j � j � � � UU j �
SCALE 1 " =200 C j
90-14
90-15
10-16
-17
8
IV ED
AN z� 11�jllll
HEET INDEX �a pl }j �.c. u1►t
SHEET N
AN
KEY MAP
77-)vne 22, Iqcidl
GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
4. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
5. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE TOWN OF SOUTH WINDSOR
STAFF PRIOR TO THE START OF CONSTRUCTION.
LAYN / STREETS /
CROSS-COUNTRY PAVED AREAS
PERMANENT PAVEMENT Finish Grade -
TOPSOIL & SOD OR SEED (SEE DETAIL)
A_ APPROVED GRANULAR NON-
ORGANIC BACKFILL MATERIAL
�. •'a•' • PLACED AND COMPACTED IN
ONE FOOT (1) (MAX.) LIFTS.
s: 4:
1/2 C.D. PIPE
1/2 .D. PIPE
6�-171N. Le
11' L PIPE L 1' I.
TYPICAL SANITARY SEWER
TRENCH SECTION
NOT TO SCALE
MEET TOP OF CURB, OR EDGE OF
PAVEMENT IF NO CURB EXISTS
BIT, CURB �
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
(MIN.) TO 24' (MAX.) ABOVE
TOP OF PIPE.
SAND BLANKET
PIPE, AS SPECIFIED
--3/4' BROKEN TRAPROCK
5'
Tracing Wire
(Wind wire
around
corporation)
5' Min. Cover
I LL.J
- Corporation
Service Line
Water Main
WATER SERVICE DETAIL
Imo- STREET LINE R.O.W.
I
1'
E:nvnr
6' PRIES
1/2'11' 1/4'll' I 311 MAX,
RESIDENTIAL
11C
::jz4' T❑PS❑IL & SEED J `L_.MATCH EXISTING
4 T❑PS❑IL & SEED GROUND
8' PROCESSED DR BANK RUN GRAVEL
MEET GRADATION OF M2.06 GRADING B
OR M5,OLL
5' CONC. SIDEWALK
(8' CONC. AT DRIVES WITH 6'X6'X10/10 WIREMESH)
TYPICAL jIVEVAynLI1 �'ETAIL
NOT TO SCALE
VARIES -
6'
1. SET POSTS AND
ANPOSTS
EXCAVATE A 6'zB' TRENCH
5' SLOPE
PDST
UPSLOPE FROM POSTS SILT
FOTABILIT
FENCING
ANELF-
CLEANING.
12' MIN.
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
3. ATTACH FILTER FABRIC To 4. BACKFILL THE
FABRIC ITS INTO THE TRENCHE WOODEN POSTS
EXTEND TRENCH AND THE EXCAVATED SOIL
COMPACTED
BACKFILL
-
T�TI- Jr -
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
OARS O 1
PAVDiENT
EXI
5" THICK 4000 # CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
o0,00°
\//\//\// o o
9" THICK
PROCESSED STONE
DUMPSTER PAD DETAIL
TYPICAL SILT FENCE
NOT TO SCALE
SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01
2' (COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (OR
EXISTING MATCH EXISTING, IF GREATER) M 04
PAVEMENT%
N.T.S.
192
'• a'' n
7' (COMPACTED) PROCESSED TRAPROCK
BASE.- M,05.01
zlu
�•,.�:, j:.v ;. , _-.: ;:;;•;;,,.�..
6' (COMPACTED) PROCESSED GRAVEL
+;.:;;; •y.., .:.'•.; •'•''
•::,=^•.;
SUBASE OVER COMPACTED SUBGRADE
":<'.,, •`';:�' -;
(TRENCH BACK FILL) M.02- GRADE, B
' : .�•.; 4.;••'
(OR PROCESSED TRAPROCK)
1 ��
TRENCHAPPROVED
BACK FILL PLACED
WIDTH
AND COMPACTED IN 12' LAYERS
12' VARIES12•
(OR AS OTHERWISE APPROVED)
`MIN, SEE "'MIN '
YPICAL
NO STONE LARGER THAN 3'
186
TRENCH
NOTES
to I iurj
1. ABE LL SAW CUT AND SEALED JOINTS TO
EITHER
184
TO, E CENTERLINE H
THE PIPE.
SECTION
2• ALL MATERIALS ARE TO MEET
CT, DA.T. FORM 614A, AS AMENDED
182
TEMPORARY PAVEMENT
PATCHING DETAIL
NOT TO SCALE
180
REFERENCE MAPS:
1, "AS BUILT DRAWING OF THE TOWN OF SOUTH WINDSOR COMMUNITY CENTER
1 150 NEVERS ROAD, SCALE:1"=40', OCT,1992, TOWN OF SO.WINDSOR ENGINEERING DEPT."
2. "GRADING PLAN FOR NEVERS ROAD PARK, SOUTH WINDSOR, CT, SCALE: 1"=40'
JAN.1990, TOWN OF SOUTH WINDSOR ENGINEERING DEPT."
°{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
° III LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
o BE FIELD VERIFIED PRIOR TO CONSTRUCTION,
S, 6; 2.. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
ROW Line
Rod
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.
PERMANENT 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 SO. 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 OCTOBEI
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1.000 SQ. FT. OR 40 POUNDS PER ACRE N
AT 2 TONS PER ACRE.
LEGEN!
o IRON PIN TO BE SE
CVICTINIr lDr)KI PIAI
L/\IJ IIIVV II\VI`1 1 IIY
o MERESTONE TO BE
9� PROPOSED CATCH E
==�@-- PROPOSED STORM P
287.3 EXISTING SPOT GRA
— EXISTING CONTOUR
300 PROPOSED CONTOUI
EXISTING UTILITY P(
—0— EXISTING CHAIN LINT
u
N
a
Curb Stop '
Wind tracing wire w
around curb stop 6'
MATCH F.F. ELEV. 177RETE
'""
8' PROCESSED OR BANK RUN GF
GRADATION Df M2.06 GRADING I
PAVEMENT
CONCRETE AREA
NOT TO SCALE
SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01
I' OR 1 1%2' (COMPACTED) CLASS 2 BITUMINOUS
/
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER) M 04
2' OR 1 1/2(COMPACTED) CLASS 1 OR 2 BITUMINOUS
CONCRETE BINDER COURSE ( OR
MATCH EXISTING, IF GREATER) M 04
-171
6' (COMPACTED) PROCESSED TRAPROCK
BASE.- M 05.01.
c
6' (COMPACTED) PROCESSED GRAVEL
f
SUBASE OVER COMPACTED SUBGRADE
°
G
(TRENCH BACK FILL) M.02- GRADE, B
°�.
(OR PROCESSED TRAPROCK)
12'
MIN.
12,
MIN.
NOTES
1. ALL SAW CUT AND SEALED JOINTS TO
TRENCH
BE EITHER PARALLEL WITH, OR PERPEN-
WIDTH
DICULAR TO, THE CENTERLINE OF
VARIES
SLL
THE PIPE.
TYPICAL
2• ALL MATERIALS ARE TO MEET
TRENCH
FORM 814A, AS AMENDED
SECTION
PERMANENT PAVEMENT
PATCHING DETAIL
NOT TO SCALE
l\
RM (RN>E
6" TO 12"
COMPACTED SUBGRADE
BELOW GRADE
f
STEEL BM
-F
6' P4C,
il _-45 DEWIT BEND
G
oeeeml a Rw 6" MIN. 3/4' EROM TMOCK
UTAER KM
TYPICAL CLEANOUT
NOT TO SCALE
100
\ \ \ RUBLEIMG
FOUND. I
IO
SIDES)
TO
I
6. 0'
TYP.
3TALL HAh
BUILDING
DRAILS (BOTH
CODES.
4.0
YP.
_
E
ISTIN
' GRA
E
11'
YP.
NOT( IN
MEET
:EF
BY A LICENSED LAND SURVEYOR PRIOR TO 3 1 3/30/01 TOWN COMMENTS
CONSTRUCTION. 2 3/1/01 PER TOWN ENGINEER'S COMMENTS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/28/99 PER TOWN ENGINEER'S COMMENTS
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR, NO. DATE DESCRIPTION
2 4 6 8 10 12 20 30 40
STAIR ELEVATION
SCALE: 1"=4'
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20 30013•1 TIiRU 20•-3006-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 40 0 20 40 80
HAVING BEEN OBTAINED AS THE RESUI T OF A FIFI D SURVEY, AND IS SURJF(-T TO SUCH CHANGF AS AN ACCURATE
CBS FIELD SURVEY MAY DISCLOSE.-
RJN TO THE BEST OF MY K EDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
SIH
12882 1 inch 40 ft.
BY RICHARD P. MARTEL LIC. No.
50
60
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® 860 '291 • 8755 897E PLAN
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Civil Engineers • Planners • Surveyors • CIS ✓BB NO.: 99-1234 1DATE:• 6122199
165 sm.'h satellite road • south Windsor • connecticut 06074 DRAWING NO.: C' W,108091234112J4,DWG
11.q
5
ROTARY FIELD
(NEVERS ROAE FIELD 2)
m
1�1
/
/
/
-0
O
O
CONC.
PROPOSED DUMPSTER PAD
)EN EXISTING ROAD. INSTALL _ 191 --- _
COMPACTED PROCESSED
APROCK. M 05.01.
" I 40
0 00 lV /1/� r,
O� �\ S fi It Iw,o T •r
` z
'13
374 ; a
eT CoE N s
\�
ONIA^ raM1
PLAN PREPARED FOR: SHEET
TL0% WN OF 5IYT.1j��jj'�°Yj��' FNDS'OR
ll\L®TA1L�1T !L' LLLLelLe1LD%NIEVIERS ROAD 2
190
188
186
184
182
180
178
176
174
172
170
168
166
164
PLAN
SCALE: 1 "=40'
NOTE:
THIS PLAN COVERS INSTALLATION OF THE SANITARY
LATERAL. SEE SHEET 1 OF 2 FOR SITE PLAN.
X
ui
SANITARY
LATE
AL INV.=186.75
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ROMERIC
MANHOLE
COUPLING
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PROFILE
SCALE: HORIZ. 1 "=40' VERT. 1 "=4'
7+00 7+50
8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50
PLAN PREPARED FOR:
ROTARY I 1 i : l .D
NEVERS ROAD
SOUTH I I I \\ I\MM CONNECTECUT
1
vi
C)
4
d
C
s
PRESS BOX FLOOR PLAN
5GALE: 1/4" = 1'-0"
40'-0" O.A.
5'-4" 2'-8" 10'-4" 3'-4" 10'-4"
8"
�— — — — — —— — —— -
LOUVER (HI)
LINE OF SOFFIT (ABOVE)
2'-8" , 5'-4" I I'-b"
Pill
ST If, UP -
q RISERS TO LANDING 4
b RISERS TO PRE55 BOX
15 RISERS TOTAL ® 7
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---------------
1'1'-•10"
5'-4" l 2'-8" 5'-8"
5'-4" [ 2'-0" [_ 151_4"
LOUVER HI) i
LINE OF SOFFIT (ABOVE)
i i'-b" Pill
5'-Pill 2'-8"
q' DEEP P05TFORMED PLASTIC LAMINATE 51LL WITH
POSITIVE SLOPE TOWARD OUTSIDE (5/8' MAX) AND
EULLN05ED EDGE WITH I' OVERHANG (TYP. OF 2)
M ULEVEL FLOOR PLAN
5GALE: 1/4" = 1'-0"
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JACUNSKI HUMES
ARCHITECTS, TS, LLC
FE NN PLAZA
121 FENN ROAD
NEWINGTON, CT 06111
FAX 860-667-9114
T E L 860-667-9221
DIME NSION
FLOOR PLANS
ffL
WAU SECHONS
PROJ. NO. DRAWING NO.
JHgg33
SCALE: 1/4" = 11-0" 4
DATE:
JULY 21, Iggq
ZLU
OIL T.O. RIDGE - ----- - - -- -- - - ---- — - .
REF.EL.= +19'-2"
ROOF MOUNTED EXHAUST FAN 4 STACK FROM
GRILL AND 4'X5' KITCHEN HOOD BELOW.
SHOWN FOR ILLUSTRATIVE PURPOSES
ONLY. ACTUAL ARRANGEMENT TO BE
SIZED AND PROVIDED BY OTHERS.
G.G. TO PROVIDE INSTALLATION OF
EQUIPMENT AND ROOF CURBS. zir
COORDINATE WITH OWNER.
OgL T.O. 2ND FLOOR
REF.EL.= +8'-10"
T.O. CMU WALL
REF.EL.= +8'-0"
T.O. SLAB
REF.EL.= +0'-0"
RIDGE VENT
(TYPICAL)
EMM A. a
2'-8"XI'-4" M.O \ I 51-4"X4'-O" M.O.
B.O. FOOTING ^--
REF.EL.= —4'-0" B.F.G.
TRIPLE 4" CENTER -VENTED VINYL SOFFIT PANEL
(TYPE 3 VINYL SOFFIT)
Al I
_
TY1-14-I �- r1%I /'ILL JVF IT VVI`UJITI VI`1: 7.
VERTICAL ALUM. GLAD IX4
FASTENED TO FACE OF CLAPBOARD SIDING.
(TYPE 2 ALUM. COIL STOCK)
TRIPLE 3" VINYL CLAPBOARD 51DIN6
(TYPE 1 VINYL SIIDING)
(TYPICAL AT THIS GABLE ONLY)
2XIO ALUM. GLAD RAKE AND FASCIA
(TYPE I ALUM. COIL STOCK)
5'-4"X4'-O" M.O.
SOUMELEVATION
SCALE: 1/4" = 1'-0"
TYPICAL 24" W. ALUMINUM ROOF FLASHING
RUN CONTINUOUS AT ALL VALLEY CONDITIONS
TYPE I SMOOTH FACE GMU HEADER
(TYP. OF 2 AT THIS ELEVATION ONLY)
TYP. STEEL LINTEL
—(SEE LINTEL SCHEDULE)
i�
2'-8"XI'-4" M.O.
8" ALUM. GLAD RAKE
1" H. HEAVY DUTY BLACK ACRYLIC, LETTERS (TYPE I COIL STOCK)
INDIVIDUALLY ATTACHED WITH GALV. FASTENERS.
VERIFY ACTUAL TEXT PRIOR TO ORDERING.
4-1/2" EXPOSURE VINYL CLAPBOARD 51DING
(TYPE 2 VINYL SIDING) — 3-1/2" W. VINYL WINDOW TRIM ; 3
(TYP. AT TH15 DORMER ONLY) (TYPE 2 VINYL SIDING)
T.O. RIDGE
REF.EL.= +1 9'-2" - ---�_-f-�-�- --�.: �-- . �---,w. ..., .. --•s _..._,,-----�--,-��.-:..,— _ _. -
• ISO YFIELD
T.O. 2ND
FL00
REF.EL.=
+8'-10"
T.O. CMU
WALL
REF.EL.=
+8'-0"
T.O. SLAB
REF.EL.= +0'-0"
hl � � O III •''
L — /� 12� 0tu ----- L3
i
l 4 1
L.Q. LANDING_ /
� J
— r
��
:> S
`•:.� .cam � §¢s�,.•
;;.ti
r,v ,,
am
a
21-8"XI'-4" M.O.
3'-4"X-I'-4" M.O.
4'-10"
1
31-O"X-l'-O"
B.O. FOOTING—
REF.EL.= —4'-0" B.F.G.
HM FLUSH DR
31-4"X7'-4"
HM FRAME
v- - - - -- (PAINTED) - ---
1-1/2" DIA. HANDRAIL AT 32" A.F.T. (BEYOND)
(TYP. AT BOTH SIDES OF STAIR)
NORTH ELEVATION
5GALE: 1/4" = 1'-0"
RIDGE VENT
}` (GAF 'COBRA -VENT'- TYPICAL)
I ( T.O. RIDGE
REF.EL.= +19'-2"
.�
RIDGE VENT i...s-..........
(TYPICAL) ( '- I _.
I 6" VINYL GLAD FASCIA
- — _ V _ 1�—( HAMPAGNE -TY )
3-1/3" W. VINYL CORNER POST - TYP.
("ALMOND" NO. 52-1)
4-1/2" VINYL CLAPBOARD 51DIN6
(TYPE 2 VINYL SIDING)
— — -- ^ T.O. 2ND FLOOR
REF.EL.= +8'-10"
r — — — — — — — — — — — — -1 r — — — — —
L2_ L3 T.O. CMU WALL
REF.EL.= +8'-0"
' WITH LOCKING HARDWARE. HEAVY DUTY OVERHEAD DOOR_
10 ALUM. GLAD FASCIA •
(TYPE I ALUM. COIL STOCK)
T.O. SLAB
ell-O"X" 1'-0" M.O. 3'-4"X'1'-4" M.O. REF.EL.= + 0' — 0"
(PAINTED) 3'-O"X_1'-Oil
HM LOWER D
3'-4"X" 1'-4"
--
HM FRAME
�PANTED) B.O. FOOTING
REF.EL.= —4'-0" B.F.G.
3/4" MARINE PLYWOOD ASSEMBLY SWING -UP DOORS WITH
P.T. 2X4 PERIMETER CASING AT MA50NRY AND FRAMING AT INTERIOR OF PANEL
WITH 2 GALV. BAR HANDLES; FULL LENGTH HEAVY DUTY PIANO HINGES
AND 3 HEAVY DUTY HOOK LATCHES (L,G,R) MOUNTED TO CEILING FRAMING
ABOVE AT EACH LOCATION. (TYP. OF 4 LOCATIONS) �T ELEVATION
PAINT WITH EXTERIOR PAINT, BOTH 51DE5, 2 GOATS (MIN)
SCALE: 1/4" = 1'-0"
RANDOM TAB ARGHITEGTURAL ROOF SHINGLES
COLOR TO MATCH ADJACENT COMMUNITY CENTER
SEE FINISH MATERIALS SCHEDULE
TYP. 5/4" MARINE PLYWOOD SWING -UP DOOR5
(PAINTED BOTH SIDES)
TYPICAL ALUM. VALLEY AND WALL FLASHING
- T.O. WALL PLATE ® PRESS BOX
12 REF.EL.= +15'-10"
�' 13
— lY" 2XIO ALUM. GLAD WATERTABLE BOARD
(TYPE I ALUM. COIL STOCK)
L4
8"X8" CAST ALUMI
ADA SIGNAGE (TY1
(SETON MODEL # 9
56366 ONLY)
ATTACH PER MANL
PREFINISHED HEAVY DUTY ALUM. RECOMMENDATION
LOUVER WITH IN5EGT 50REEN5.
(TYP. OF 4)
n
COLOR: HUNTER GREEN
g s
2'-8"XI'-4" M.O.
---- — T.O. RIDGE
--- T.O. RIDGE
REF.EL.= +15'-10"
T.O. 2ND FLOOR
REF.EL.= +8'-10" 1`11V
T.O. CMU WALL Ak
REF.EL.= +8'-0"
8" SPLIT FACE CMU
(TYPE 2 CMU)
8" SMOOTH FACE CMU
(TYPE I GMU)
T.O. SLAB
., ---r ,. I -_T I-
w --T /% I --r I-I.V.
REF.EL.— +0 —0
HM LOUVER DR
HM LOUVER OR
3 -4 X-7-4
51-4"X-11-411
— -- - -
HM FRAME
_7PA I Ili Ef3)
HM FRAME
(PA11TTE07—
-
B.O. FOOTING
------__-.-------------
REF.EL.=—4'_0" B.F.G.
MPSH Md°aTEMAL S SCHEDULE
DE5GRIPTION
MANUFACTURER
COLOR
TYPE I GMU -
A.JANDRIS 4 SONS, INC.
NO. DK-41
TYPE 2 GMU -
A.JANDRI5 4 SONS, INC.
NO. LT-N
TYPE I VINYL SIDING -
WOLVERINE VINYL SIDING
CLASSIC, 'ALMOND' NO. 501
TRIPLE 3" CLAPBOARD
TYPE 2 VINYL 51DIN6 -
WOLVERINE VINYL SIDING
CLASSIC 'ALMOND' NO. 501
4-1/2" CLAPBOARD
TYPE 3 VINYL SOFFIT -
WOLVERINE VINYL SIDING
UNIVERSAL 'CHAMPAGNE' NO. 821
TYPE I ALUM. COIL STOCK -
WOLVERINE VINYL SIDING
PVC, COATED 'CHAMPAGNE' NO. 82'1
TYPE 2 ALUM. COIL STOCK -
WOLVERINE VINYL SIDING
PVC COATED 'ALMOND' NO. 801
ARCHITECTURAL ROOF SHINGLES -
TIMBERLINE 30 YEAR
MAYGH COMMUNITY CENTER
EXTERIOR PAINT -
BENJAMIN MOORE PREMIUM
'HUNTER GREEN' NO. XXX
EXTERIOR ALKYD ENAMEL
SEMI -GLOSS
INTERIOR PAINT -
BENJAMIN MOORE
CEILING WHITE
ROLLER APPLIED
REST ELEVATION
5GALE: 1/4" = I'-O"
c�j
JACUNSKI HUMES
ARCHITECTS, JLLC
FENN PLAZA
121 FENN ROAD
NEWINGTON, CT 06111
FAX 860-667-9114
TEL 860-667-9221
ELEVATIONS
PROD. NO. DRAWING NO.
JHgg55
SCALE:
1 /411 = 1'-0" A,=2
DATE:
JULY 21, iggq