HomeMy WebLinkAbout05-20P_GARAGE & MAINTENANCE BUILDING_BURGESS ROADI
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Annex
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LOCUS MAP
NOT TO SCALE
TOWN OF 3GUTJ_,_...L WENIDS(C))R
(C' . ..... I �� ECUT
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Z- J .- -& .-AN- C HU D N-- G
A N, A -/ \-.11 -A -j \- "A-
ll57 BURGESS ROAD
FEBRUARY 2005
PROGRESS- SET
{
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Gunnett F
Gannett Fleming, Inc.
150 Wood Road, Braintree, MA 02184
Ing
G
INDEX OF DRAWINGS
CIVIL
C-1 SITE ' PLAN SHEET 1 OF 2
C-2 SITE PLAN SHEET 2 OF 2
C-3 CONSTRUCTION DETAILS
ARCHITECTURAL
AX-1
FLOOR PLAN EXISTING CONDITIONS
AD-1
DEMOLITION PLAN
A-001
ABBREVIATIONS & LEGEND
A-002
WALL TYPES, DETAILS & NOTES
A-1
FLOOR PLAN
A-2
ROOF PLAN
A-3
ENLARGED PLAN & ELEVATIONS
A-4
REFLECTED CEILING PLAN
A-5
BUILDING ELEVATIONS
A-6
ROOM FINISH SCHEDULE
A-7
DOOR & FRAME SCHEDULE & DETAILS
A-8
WALL SECTIONS & DETAILS SHT 1
A-9
WALL SECTIONS & DETAILS SHT 2
STRUCTURAL
S-1
GENERAL NOTES SHEET 1 OF 2
S-2
GENERAL NOTES SHEET 2 OF 2
S-3
TYPICAL DETAILS
S-4
FOUNDATION PLAN
S-5
FLOOR PLAN
S-6
FOUNDATION SECTIONS & DETAILS
S-7
ROOF FRAMING PLAN
S-8
FRAMING ELEVATIONS
S-9
FRAMING SECTIONS & DETAILS
S-10
FRAMING SECTIONS
S-11
FRAMING SECTIONS & DETAILS
n
n
II II
I
I' Q I11 �� MATCHLINE SHEET 2
II NI �----------------- SHEET t
� I
I E �, Wit: F /f ,iJ_
II
/ -
-- J
- .. -.__ -- III-'.,.. 1 •'
� I
BITUMINOUS II RI (, \ MEET EXISTING
O \ X 91.36 PAVEMENT
II I BIT
1 i UMINOUS DRIVE
\\\ REMOVE
BENCHMARK
EPIK LEVO 91OF CURB SIDEWALK
.CURB
-
/ RELOCATE - `�-_- LOAM RELOCATE - 15"
93•04 111 _ _ _ -� i PUMP ALARM $t SEED EXTERI R LIGHTS BIRCH '(
I / SEE P-DRAWiNG .__ _ IJ SEE E DRAWtNGS--- -
' g., EVERGREE
-- -- SHRUB
- -
MP
30
PC
Ti
INV E=82.57`\ ELECTRIC I PUMP CHAMBE�
...............
SERVICE ALARM
INV W=82.75
- \ t• ROOF OVERHANG
2" SANIT. ° -
/ FORCE LINE ;� �- EPANTEIIr REMOVE SHRUBS IN WAY =
W000 }' OF NEW CONSTRUCTION FO
---�� w / I FENCE ! F.F. ELF
PV
BE )ru�nt?K SEWER
PUMP CHAMBER L0A
cb ELEC CONDUIT
m� GEI N SEE E DRAWINGS PUBLIC WORK`'
I ;j. ;; EDGE it O MAINTENANCE
% t:7 \ GRiT jiJ GRAVEL y �ONC
CHAMBER f �i j PAD q I I_ I TY
0s1/ I •.w
/ ' I
a
/ I-IMI T OF
�i REGULATED ACTI`V''I-TY
AREA
41
i
0PAVE L.
fOPAGE APLA
LJ P.41 T•
WETLA DS
EGUI_ATE AREA /
El
••J
El
ROAD ANDFP I
t0)?nr.[ nDt n --- -
00
1 I l i l 13 ElC,l L I
�-- FINAL PLANS
TOWN OF SOUTH WINDSOR
�6\ AUTHORIZED SIGNATUgi-'
C
INV=82.89 15"RC - - -
W DATE:
STEP (TYP)-
R=7"
T=111,
BIT CONC-A
Fz" GRAVEL
BO RROW-
\ 'FFIR9.5R
RAPCEL �I773-2
F D.,"LiO MENDEZ
ti.
6'
2%
_ 2%
BIT CONIC
-6" CEMENT CONIC
6x6xW2.9xW2.9 WWM
CEM CONC STEP SECTION
Y,,-1 ,-On
4
}
MON.
N 6 8o 4 8i 2 6ff W
3 `J I 5,3� - -� I I LIGHT
POLE
-B-7 T
LEGEND
TEST BORING LOCATION
ION
EDGE OF EXISTING WOODED AREA
SURVEY CONTROL POINT
• NEW METAL PIPE BOLLARD (TYP)
LIMIT OF WORK
EXISTING GRADE
--�8--- PROPOSED GRADE
x 90.50
SPOT GRADE
PROPOSED WATER LINE
PROPERTY LINE
•
PROPOSED WATER GATE
Z
PROPOSED GATE VALVE
Ty yl
EXISTING HYDRANT
==............
EXISTING FUEL/ELECTRIC LINES
I
S5
<:\L !\
1
REMOVE EXIST CURB,
I
LOAM & SEED
DISTURBED
AREA
LIMIT OF REGUI_ATFD
ACTIVITY AREA
MEET
EXISTING
110 RELOCATE
I Ln FUEL/
I-, c, ELECTRIC
Ln
� LiNES
PATCH
BIT CONIC
RELOCATE
FUEL ISLAND
(SEEP DWGS)
APPROX. LOCATION Or
EXIST. WATERCOURSE N('
J _ IOCAT[D BY SURVEY
INV= .29 `.
� -PROP BIT CONIC
PAVEMENT
PROP
6" DI WATER
`- PROP CURB
y 90- BEND
Ptk� GATE
s FIELD MEASURE,
ICUT AND WELD
GATE TO FIT
;PROP DRIVE
ABANDON
I
HEMLOCK ROW
iN/F RUSSELL �1
PETERSEN
PARCEL ##74'-1
NOTES: � IRON PI
1. LOT INFORMATION TAKEN FROM MAP ENTITLED
"RECYCLING CENTER BURGESS ROAD", TOWN OF SOUTH
WINDSOR, ENGINEERING DEPARTMENT, 1540 SULLIVAN
AVENUE, SOUTH WINDSOR, CT 06074, CONTRACT NO.
89-821, DRAWN BY: E.G.E., CHECKED BY: A.B.D.,
DATE: 11-15-89 REVISED TO 2-9-90,
......................LIMIT OF REGULATED ACTIVITY SCALE: 1"=200', SHEET 2 OF 9.
C:�;r PROPOSED LANDSCAPING 2. WETLANDS AS DEPICTED FIELD DELINEATED BY
CONNECTICUT ECOSYSTEMS, LLC ON 4-19-02.
3. EXISTING UTILITIES AS DEPICTED ON THE PLAN ARE
TAKEN FROM THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD
pLA,N-1 NG-WINDEOR VERIFIED PRIOR TO CONSTRUCTION. BEFORE
�I.ANf'�lNG-DEPT.
EXCAVATING, CONTACT "GALL -BEFORE -YOU -DIG" AT
1-800-922-4455.
I z1m, 07'e S-CWVI. ` tjZ& ,'6
15"0 SULLIVAN AVENUE • SOUTi I W NDSOR, C' 06074
1 ELLPHONIL :860) 544 2511
February 18, 2005 HAND DELiVERED
Mr. Matt Galligan
'Gown of South Windsor
I_W Sullivan Avenue
South Windsor, CT 06074
RE: Appl. 405-14W - Tona of South Winduw- Rurgem Road - RR, Rural Residential zone
Dear -Mr. Galligan:
The Inland Wetlands AgeneyiConservation Commission dmrough staff upprvyw upplication #05-14W -
'I'own nf`S uth Windsor -Burgess Road Ireland Wetland%Conservation Commission minimal impart
application to constrict w, addition to the Town C'mislge building and repair the existing drivewzyr'puking
lot. RR, Rural Residential zvne. This approval is subject to die following conditions:
I. One blueprint copy ofthe entire set of plans acid this letter repnxlucxd , must ix: submitted to
this Commission. This must be completed within 65 days of approval prior to any comstrucurm
activity on the site. Plans submitted to Planning & Zoning ('ommiscinn shall he cnncidetrcl having
n7d this rquireititmi.
2. The application RhAll indemnify and hold harmless the Town of South Windsor against any liability,
which might mstilt from the proposers vpr;rraation or usc.
3- The pennit is valid for five years and shall expire on Febmary 18, 2010 It is the
landowncT(s)/appticant(s) responsibility to track expiration dates and notify the Cvrmuissivn of u
renewal request at least 65 days prior to expiration.
4. All approvals re,Iquireti muss be, obtained and submitted prior it any activity on the site.
5. A contact person shall be identified on the plans.
6. The tipplivant shall cause notice ofthe decision to be published in a daily newspaper having a general
circtdabon in the Tmvn, Tate notice must be published within ten (10) days of the decision. The
applicant roust notify the Planning office ofthe date of publication and fax or marl a copy of the
published legal notice. Appeul of this decision maybe bmunht to the 4gortcy within eider (15)
days after the publicution date of the notice.
V(xy truly yours,
F l'
Jeffrey FI. Bolger (t a,6ironmcnial Planncr,'Consertiation Officer
INLAND WIi I'LANDS AGFNC'1',
CONSE,KVAFION(;()A4MTSS1()N
}_. � `J`�-��m. off' ��•c�uth `�i�Zd�i
1540 SULLIVAN AVENUE • SOLMI WINDSOR, CT 06074
t� TELEPHONE ,86U) 644 2tdl
-larch 18.2005
CERTIMED MAIL
Mr. Joseph Perna, Project F rvneer
TownufSouth Windsor
1540 Sullivan Avcnue
South Win(asor, CT 06')?4
Re, Appl 905-20P. Town of South Windsor Public Work T'acility
Dear Mr. Ptsrna:
We arc pleased to advise you dial U,e Planning Dq)utiment approved with rwiditicntions file
above referenced application for u Site flan of Development. This approval is for site plan
modifications for ironer additions to property locators at 157 Burgess Road, RR Zone as shown
on plans piepurt-d by Gannett Fleming, Job No. 44051, dated February ?, 2005 as n:viscd. This
upprovul is subject to the 1161lowingmodifcations:
1. Prior to G)7nmencement of any site work, a meeting must be held with '1'nwn State'.
2. No building permit Krill be issued until the final mylars have bans filed irr the Town C'lirk's
office.
3. 'Phis application is subject to th maditions of approval ofthe Inland Wetlarkis
Afiency/Consmrtiolt Cornmi;tsiun,
4. An as -built plat, is r 4uircd prior ro issuance of a { eniticate 0r0cxwpancy Pei Section 8.1.1.1
ofthe Zoning Regulations.
5. All plums us(A in the field by the developer must bear (lie sturrip and authorized signature of
the town of South Windsor.
6 This approval does no(tvastitme approval ofthe sanitary sewer, which Cast only be gTanted
by the Wuler Pollution Conn] Authority.
?. The building street numbs must be. inclu&I on the final plan.
S. Pavement markings mm-t be maintained in good condition throughout die site dries aw
parking ureus.
9. Additio wi Iandscaping Should he added to the front of die building and in the area of the
proposed sign.
I'llack and white trart`par.•nt mylars of Sheet #('1 with the above tnodiGtxatiuns, tvW1bts with
tluee blueprint topics of the entire set of•plans must be submitted to this (;ommimion within 3()
(lays to be stamped and signoil The letters of approval of this Commission a.; well as the Inland
Wetlands AgencytConservaticri CummmisAon must he reproduced on the mylars.
Atlei the m}lars have been signed by the Commission, they ,%ill be returned to you for filing in
the Office of the Town Clerk. Aticr filing these plans, a copy of the rcccipt mitst be submitted to
the Planning Department.
Sincerely,
Marcia A. lianach
Director of Planning
MAB/kak
cc: Town Engineer
Chief Building Official
Asscssor
Superintendent of Pollution Control
Fue Vlurshul
4.
CONTOUR LINES
ARE AT 1 FOOT
INTERVALS.
5.
TOPOGRAPHY IS
BASED ON FIELD
SURVEY BY THE
TOWN OF SOUTH
WINDSOR ENGINEERING DEPARTMENT,
SUMMER 2004. HORIZONTAL AND
VERTICAL CONTROL
BASED ON MDC
DATUM.
6.
WALKWAY SHALL
BE BITUMINOUS
CONCRETE UNLESS
OTHERWISE NOTED.
7.
PROPOSED CURB
SHALL BE BITUMINOUS CONCRETE.
SEE DETAIL.
GRAPHIC SCALE
20 0 10 20 40 e0
TOWN OF
QOI III \ D 3 JJ) l
GARAGE 6
MAffNTENANCE
BUELWIIING
SOUTH WINDSOR, CT
Gannett Fleeing
150 Wood Road
Bralntree MA, 02194
(791) 380-7750
Signature Blocks
ITit lei
SITE PLAN
SHEET 1 OF 2
REVISIONS
GO NIVI�,
,`,\IIIIIIIf II
�'��••PELE•,ty •TZC'G
.�-0 ; No. 21159 : ��:
.c�'• BEN
s
Date• Job Not
05 2-0 05 44051
Scaler Drawing Not
1 "-20'-0"
Designed Bys
PWS
Drawn Bye D G C - 1
Checked Byl
air
1 uaa:ll - Ic. V 1 4.
.
LL]
zII� I
I
zl
1
D I I
' I
mI ;/ .............f I . / ,' o' LOAM & SEED
/ N
' ; \ / I t DISTURBED AREA
I•.-.
I I LIMIT F REGULATED
L 0 EGUL TED
\
BITUMINOUS 'DRIVE // \ G� I I j i ACTIVITY AREA
II MEET EXISTING
�
o `
X 91.36 �a-I''I' MEET EXISTING
PAVE ENT
BITUMINOUS DRIVE °' MEET 190 ( III
I EXISTING :.
BENCHMARK REM�bVE PAVEMENT `\z`s i I I ; F
PK TOP OF CURB \ I I o
ELEV.=91.44 CU II TB=87.62/ RELOCATE
REMOVE 5' WIDE ! I INV E=83.98
II INV W= 4.0 I I FUEL/ELECTRIC
II _
/ Jx 9i.00 CURB WALKWAY
' \ BIT. CURB X 90.50
\ V. I I � I � I� � LINES
I
1 MAINTAIN �_MRCP N LC)
II I RELMATE- LOAM REL�OAT - - -tEjj
BIRCH _ STEP / �'L� 1- _ Cal
93.04 II ! _ _ / I PUMP ALARM SEED-- TE R LIGHTS BId PROTECT �5 cM C CB �/ �
1pV STEP FLAGPOLE - / / TF=87• I PATCH BIT CONC
SEE-PWIN-G I� SEE E "DRAiJCi�tGS / - INV _-84.29 '
EVER / �% N=84.33
9.54 / / V W=84.11 RELOCATESH\\ LEGEND
``` _ n-4 // APOR \\�FUEL ISLAND
�,__ _ _ _- _ _-_-- U 2�B covERY`::.;'. PROP CURB
C /.I} - - _ - - - - 21 - - _ �_ _ TF=86.98 88.60 » n�i (SEE P DWGS)
' - - - - 3o"RCP _ - - ��- _ _ _ _ _ _ _ _ _ - - - -J �-= = __-_-_--- L-___�j p83.37 :� -_) 6 -0 I \\A TEST BORING LOCATION
/ -- = ❑ _ - - -•'-� --------- - ¢ X 8$.5O 5O C78'; \� APPROX. LOCATION OF
- _ y - 58---- x &R , WALKWAY W ��EXIST. WATERCOURSE NOT EDGE OF EXISTING WOODED AREA
/ / / / i / CB \ :� :ti ® N LOCATED BY SURVEY (-Y _y
/ / /. INV=82.91
/ / / / / / / f _86/0 z - - 88.63 64.23'
` ELECTRIC o � INV=84.29 � .
INV E=82.57 � I PUMP CHAMB U U1'� ; -
i
/' INV W=82.75,1 SERVICE ; . I ALARM 12' LA a
} _....................._............_................._......................ROOF OVERHANG 71TF=88.22 DECOMMISSION FIT Nam;, ❑ z PROP BIT CONC
RE
/,' / /' /'/ /'j'P�CVED
..... ...................
SURVEY CONTROL POINT
/ / / / r -.- - - - INV=87.05 -.............
------•---1 Ex . .ti Nt
/ 'CEAKOFF -- - 6"ROOF DRAIN 'WELL
5 24 I PAVEMENT NEW METAL PIPE BOLLARD (TYP)
2" SANIT. /� , ! ELECTRIC ��
FORCE LINE
LL ❑ ❑ PROP 6 DI WATER
j PANEL FOYER LIMIT OF
8 6
/ WOOD o WORK
, j / w / I FENCE F.F. ELEV.=88.63 ❑
BENCHMARK SEWER /" �� I COMM_/ TEE- - '' I PR.6P CURB _ _ _
PUMP CHAMBER ; ,c,gA ! 90 EXISTING GRADE
PK TOP OF CURB / o
_ m---88--- PROPOSED GRADE
I / �
ELEV.=87.26 / �° ` "0 42'f'. I I 9 BEND
Z _ „ ELEC CONDUIT I a 'y
® ' a s 90.50 SPOT GRADE
. x
� `� ` GEN SEE E DRAWINGS PUBLIC WORKS 6�� DI
I
�_ EDGE I / �oNG MAINTENANCE / RJR GATE
OD GRIT Jar , GRAVEL y �G COPPER
CHAMBER /I /' PAD �� a r a FI LD MEASURE, PROPOSED WATER LINE
FACILITY 011./ 8 C�T AND WELD
a " I �� �' - - PROPERTY LINE
1- GTE OP TO FI T
a ___�_ ________+__ _ _ 2" WATER SERVICE_----_ W.G' R 3 I DRIVE • PROPOSED WATER GATE
I- ---------- - p
BOLLARDS Ali I GARAGE CAP WATE
- E BAYS \ `" . C�LARDs BOLLARDS y s z PROPOSED GATE VALVE
: BIT. WALK
F.F. ELEV.=88.00 F.F. ELEV.=88.00 F.F. ELEV. BIT. WALK LINE
�o / / / / BIT. CURB `-------- 18103
ELEC. ANTENNA/
88.6 / y f A6ANDON EXISTING HYDRANT
/ c�C.Q/ / / 4 PROPOSED ADDITION SER
WASTE OIL '
/ / ONTAINMENT IW.G. - EXISTING FUEL/ELECTRIC LINES
WASH BAY
44.0't ..............
_ I LIMIT OF REGULATED ACTIVITY
LIMIT OF i' /' BIT CONC I h,
/ I
REGULATED ACTIVITY
/ AREA
/ 80' ,
GRAVEL
STORAGE AREA
LIMIT OF
WETLANDS
REGULATED AREA
\ El El ROAD SANDER
110 STORAGE AREA
Q I MATCHLINE SHEET 2 '
!! % 7efF,14
=-------------------------------------_=SKEET-1--------LEAK--- \ I 92
I II
II
II
I I
�� II
I I
/ BOLLARDS
y�
PAVEMENT-
-M o K w
// - (TYP)
"\\ I
Ld
LIMIT OF Is
/ / \ WORK U)
0
8 7
BITUMINOUS PAVEMENT I'
EDGE �.� \ �_ I 00
/ BIT. PVMT. 00 I CQ
1 \ �g
1 \ 00 ml
I
I I 19
I
GARAGE BAYS I I GARAGE BAYS I s
F.F. ELEV.=88.00 I F.F. ELEV.=88.00
/Tso�,EDS
RAGE
I IS
I I ,
/ I EQUIPMENT/VEHICLE I I
/ PARKINGAREA I
I
/ I
I \ I
El El
SIGN STORAGE SHED
' LIN \ /
❑ ❑ ❑ ❑ \ BIT. CURB 50UILDING / \ \ BIT. CURB
❑ ❑❑
/ BENCHMARK /
6 /
DRILL HOLE
ELEV.=87.68 OLD
86- _ _ I J WASH STATION EDGE /
\ i -
--°-15'RCP / \ BIT. PVMT.
INV=82.89--------------�-- °- - - - - - - - - - - -
-PVC --- ------------CB
\ CB - - -/ TF=84.79 90 _� 9
/ �85.58-
\ _ __ __I •_MON. _�
INv=83.08 >»
-
- XIST.
GHT
PIOLE -- �- / /� IRON PIN
-- --
PARCEL #73-2 \ -87-'
N/F EMILIO MENDEZ I I
STEP (TYP):
R=7" 6,
BIT CONC
BIT CONIC
6" CEMENT CONC '
8" GRAVEL 6x6xW2.9xW2.9 WWM
BORROW
CEM CONIC STEP SECTION
Y"=1'-0"
4
PARCEL #74-1
N/F RUSSELL H. PETERSEN
NOTES:
1. LOT INFORMATION TAKEN FROM MAP ENTITLED
"RECYCLING CENTER BURGESS ROAD", TOWN OF SOUTH
WINDSOR, ENGINEERING DEPARTMENT, 1540 SULLIVAN
AVENUE, SOUTH WINDSOR, CT 06074, CONTRACT NO.
89-821, DRAWN BY: E.G.E., CHECKED BY: A.B.D.,
DATE: 11-15-89 REVISED TO 2-9-90,
SCALE: 1 "=200', SHEET 2 OF 9.
2. WETLANDS AS DEPICTED FIELD DELINEATED BY
CONNECTICUT ECOSYSTEMS, LLC ON 4-19-02.
3. EXISTING UTILITIES AS DEPICTED ON THE PLAN ARE
TAKEN FROM THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD
VERIFIED PRIOR TO CONSTRUCTION. BEFORE
EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT
1-800-922-4455.
4. CONTOUR LINES ARE AT 1 FOOT INTERVALS.
5. TOPOGRAPHY IS BASED ON FIELD SURVEY BY THE
TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT,
SUMMER 2004. HORIZONTAL AND VERTICAL CONTROL
BASED ON MDC DATUM.
6. WALKWAY SHALL BE BITUMINOUS CONCRETE UNLESS
OTHERWISE NOTED.
7. PROPOSED CURB SHALL BE BITUMINOUS CONCRETE.
SEE DETAIL.
TOWN OF
SOUTH WECDSOR
GARAGE A
MAHNTENANCE
BU ELDENG
SOUTH WINDSOR, CT
Fr --
Gunned Fleming
150 Wood Road
Braintree NA, 02184
C781> 380-7750
Titles
SITE PLAN
SHEET 1 OF 2
PROGRESS PLAN
FEBRUARY 7, 2005
NU
I DATE
DESCRIPTION
REVISI13NS
Dates
XX XX 05
Job No,
44051
S1alei209-Ors
Drawing Noe
Designed By,
Pws
�, -
Drawn 8� D G
Checked Bye
MEH
I
i . GENERAL NOTES: '
' GENERAL
' 1.
THE CONTRACT PLANS SHALL BE USED IN CONJUNCTION WITH
THE CONTRACT SPECIFICATIONS, CONSULT DRAWINGS OF EACH
DISCIPLINE FOR LOCATIONS AND DIMENSIONS OF SITE FURNISHINGS,
PLANTINGS, DRAINAGE, STRUCTURES, CONDUIT AND OTHER DETAILS.
2.
ALL APPLICABLE FEDERAL, STATE,, AND MUNICIPAL REGULATIONS
i
. SHALL BE FOLLOWED, INCLUDING THOSE OF THE FEDERAL
DEPARTMENT LABOR OCCUPATIONAL SAFETY AND HEALTH ACT,
THE MASSACHUSETTS STATE BUILDING CODE, MAAB, AND ADAAG.
i 3.
REFER TO PROJECT SPECIFICATIONS FOR GENERAL CONTRACT
REQUIREMENTS, MATERIALS, WORKMANSHIP, AND SUBMITTALS.
I
j 4.
SECTIONS AND DETAILS SHOWN ON THESE DRAWINGS SHALL BE
'
CONSIDERED TYPICAL. FOR ALL SIMILAR CONDITIONS WHERE
SPECIFIC DIMENSIONS OR DESIGN INTENT CANNOT BE DETERMINED,
CONSULT WITH THE ENGINEER BEFORE PROCEEDING WITH WORK.
5.
KEYED REFERENCES ARE NOT INTENDED TO GIVE QUANTITY OF
LOCATIONS IN WHICH A PARTICULAR DETAIL OCCURS, BUT ARE TO
AID THE CONTRACTOR IN FINDING SAMPLE LOCATIONS(S) IN WHICH
a
A DETAIL OCCURS.
i
l6.
THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK INDICATED ON
:
THE DRAWINGS AND IN THE SPECIFICATIONS WHETHER OR NOT
'
i
EACH WORK ELEMENT IS NOTED IN THE LEGENDS AND CROSS
I
I
REFERENCES.
7.
THE CONTRACTOR SHALL VISIT THE SITES AND BE KNOWLEDGEABLE
OF CONDITIONS THEREON, THE CONTRACTOR SHALL INVESTIGATE,
VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT
AND SHALL NOTIFY THE ENGINEER OF ANY CONDITION REQUIRING
MODIFICATIONS BEFORE PROCEEDING WITH THE WORK.
8.
CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING CONDITIONS,
INCLUDING THEIR LOCATIONS, DIMENSIONS AND ELEVATIONS IN THE FIELD,
AND SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS. STATIONS AND
i
OFFSETS SHOWN ON DRAWINGS ARE APPROXIMATE, NOTIFY THE ENGINEER
OF ANY LAYOUTS N DI 0 THAT IS NOT CONSISTENT WITH THE
R W L IMW LAYOUTS OR ATTACHMENTS OF FINISHES
(.
PRIOR TO PROCEEDING WITH T AFFECTED PORTION OF THE WORK.
S67°52'21 "E
GENERAL NOTES CONTINUED:
9. THE UTILITIES SHOWN HAVE BEEN COMPLETED FROM INFORMATION
FURNISHED BY FIELD SURVEY VARIOUS UTILITY COMPANIES AND THE
OWNER. ACCURACY AND COMPLETENESS IS NOT GUARANTEED. BEFORE
STARTING WORK, THE CONTRACTOR SHALL MAKE FIELD INVESTIGATIONS
AND OBTAIN INFORMATION FROM UTILITY COMPANIES TO CONFIRM THE
LOCATION AND ELEVATION OF ALL SUBSURFACE UTILITIES. IF ANY
CONFLICTS ARISE, THE CONTRACTOR SHALL REPORT TO THE ENGINEER
IMMEDIATELY.
10. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR SIDEWALKS,
CURBS, RAMPS, STREET LIGHTS, EASEMENTS, SIGNS, SIGNALS, UTILITIES,
ETC., ADJACENT TO THE PROPERTY WITH STANDARDS OF THE MUNICIPALITY
AND OBTAIN ALL REQUIRED PERMITS PRIOR TO COMMENCING ANY WORK.
11. THE CONTRACTOR IS TO COORDINATE ALL SUBCONTRACTORS' WORK
BEFORE THE WORK IS INSTALLED. REMOVAL AND RECONSTRUCTION OF
WORK DUE TO LACK OF COORDINATION SHALL BE DONE AT NO EXPENSE
TO THE OWNER.
12. CONSTRUCTION SHALL BE MADE FROM APPROVED SHOP DRAWINGS ONLY.
13. CONTRACTOR SHALL. LAYOUT ALL SITE IMPROVEMENTS FOR ENGINEER'S
APPROVAL PRIOR TO STARTING WORK.
14. FINISH GRADES OF PAVEMENTS, PLANTED AREAS AND SITE IMPROVEMENTS
SHALL BE STAKED FOR APPROVAL BY ENGINEER PRIOR TO STARTING WORK.
15. NEW PAVEMENTS ARE TO BE FLUSH WHERE THEY MEET EXISTING PAVEMENT.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY GRADE DISCREPANCIES
PRIOR TO WORK.
16. THE CONTRACTOR SHALL REPLACE ANY MATERIALS OR PAVEMENT IN KIND
WHICH HAVE BEEN EXCAVATED IN ORDER TO INSTALL CURBS, PIPES,
DRAINS AND FOUNDATIONS, UNLESS NOTED OTHERWISE.
17. THE LATEST SAFETY REQUIREMENTS OF OSHA, NEC, MEC, AND NESC
SHALL. BE PRACTICED TO ENSURE THE SAFETY OF ALL WORKING
PERSONNEL DURING THE CONSTRUCTION.
PARCEL #74-1
N/F RUSSELL H. PETERSEN
-- --- -- -- - - - --
/ 3516.87' — -- --.
/ \ GUY
/ w \
or_, 0
l�L O
\ UTILITY POLE
SANIT. MANHOLE \ /'�•
\\
TF=91.73 r,-\ ----------------- -------------- -
DEMOLITION
1. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT
ALL STRUCTURES, WALKS, STREETS, PAVEMENTS, TREES, SUBSURFACE
ELEMENTS, OVERHEAD WIRES, AND PLANTINGS, ON OR OFF THE PREMISES,
AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS
DIRECTED BY THE ENGINEER ANY SUCH OR OTHER DAMAGE SO CAUSED.
2. REMOVAL OF SITE ELEMENTS SHALL INCLUDE THE REMOVAL OF
FOUNDATIONS TO FULL DEPTH UNLESS INDICATED OTHERWISE.
3. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT SITE ALL STUMPS,
RUBBISH, AND DEBRIS FOUND THEREON. STORAGE OF SQCH MATERIALS
ON THE PROJECT SITE WILL NOT BE PERMITTED. THE CONTRACTOR
SHALL LEAVE THE SITE IN SAFE, CLEAN AND LEVEL CONDITION UPON
COMPLETION OF EACH DAYS WORK.
4. MATERIALS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF IN A
LEGAL MANNER, AT NO ADDITIONAL COSTS TO THE OWNER.
5. SURFACES TO REMAIN IN THE AREA OF DEMOLITION ARE TO BE REPAIRED
AND PATCHED TO MATCH SURROUNDING WORK.
DRAINAGE & UTILITIES
1. SEE SHEET C-3 FOR WATERLINE NOTES.
2. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING STORM
DRAINAGE AT ALL TIMES.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM UTILITY
COMPANIES PRIOR TO THE WORK. THE WORK SHALL CONFORM TO
REQUIREMENTS AND STANDARDS SET FORTH BY THE UTILITY COMPANIES.
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF UTILITY CONNECTIONS TO
THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE WORK.
5. ALL EXISTING UTILITY COVERS AND GRATES SHALL BE ADJUSTED TO
FINISH GRADE WITHIN LIMITS OF WORK UNLESS NOTED OTHERWISE.
SEE DETAIL -A
THIS SHEET —
8"x8%6" TAPPING SLEEVE
TO BE SUPPLIED BY
CONTRACTOR BUT INSTALLED
BY MDC PERSONEL AT A FEE—,
EXISTING
WATER LINE
PROPOSED
GATE VALVE
AT STREET LINE
DETAIL A
N.T.S.
H YD
I
I
I
I
I
I
I
I
1
I
I
I
I
PROP 6" DI
UTILITY POLE
I
WATER --- AR MAN — ------------------------------------
WATE TRF[III -------- s -- i------
^
----------- -------------- -------------
IIII ' B U R G E
--- - -- -----
j BITUMINOUS DRIVE IIII PAVE TRENCH
--------
IIII i
- /-------- 88------------- IIII MAINTAIN AND
% IIII I PROTECT BOUND
UT LITY CONDUIT
- � IN CMMON TR&N.CH
------ II a\' BENCHMARK
- - - - --------------- TOP OF M 0 N
\9 MAINTAIN & PROTECT I \ ELEV.-87.64
\ , Q {
1 50' BUILDING LINE ��_ {1 II I v REPLACE CURB
J
ry/ 0
— ELECTRICAL SERVICE �t�- - ; �I LOAM & SEED
-- IN PVC CONDUIT �� �� �\ ,I DISTURBED AREA
I CONCR TE `� 1 II ; ► PROP 611 DI
/ I H A N DPI O L E---- - - - -
Cd
\ j SIGN '{ i II
- - - - - - - \ { { I I I
' I ry
SALT \\ -- .-jQ
,ING w \ III I
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�TION=92.63 :Z m GRAVEL \\ ° o II
0� PARKING AREA \ o I II
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Q `9� I MATCHUNE SHEET 2.Ln\' I w 1
1 1 �, \
% //----------
------------------------------- SHEET-r-------- r'
II/ I rAI/(err CV 4-' /--------_A i
GRAPHIC SCALE
20 0 10 20 40
(INS)
I inch — 20 &
80
TOE OF
SOUTH WEIqDSOR
GARAGE AIG
MAINTENANCE
BU E LDENG
. t
SOUM WUIMSOR, CT
I-bk111
Gannett Fleming
150 Wood Road
Braintree MA, 02104
(781) 380-7750
Titles
SITE PLAN
SHEET 2 OF 2
NO DATE DESCRIPTION
REVISIONS
Dates Job No, 44051
XX XX 05
Sc�. lei Drawing No+
1 '=20'—O"
Designed Byi
P WS
Drawn B�DG C— 2
Checked Byt
MEH
IjLNLNAL NU I L5:
GENERAL
1. THE CONTRACT PLANS SHALL BE USED IN CONJUNCTION WITH
THE CONTRACT SPECIFICATIONS, CONSULT DRAWINGS OF EACH
DISCIPLINE FOR LOCATIONS AND DIMENSIONS OF SITE FURNISHINGS,
PLANTINGS, DRAINAGE, STRUCTURES, CONDUIT AND OTHER DETAILS.
2. ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL REGULATIONS
SHALL BE FOLLOWED, INCLUDING THOSE OF THE FEDERAL
DEPARTMENT LABOR OCCUPATIONAL SAFETY AND HEALTH ACT,
THE MASSACHUSETTS STATE BUILDING CODE, MAAB, AND ADAAG.
3. REFER TO PROJECT SPECIFICATIONS FOR GENERAL CONTRACT
REQUIREMENTS, MATERIALS, WORKMANSHIP, AND SUBMITTALS.
4. SECTIONS AND DETAILS SHOWN ON THESE DRAWINGS SHALL BE
CONSIDERED TYPICAL. FOR ALL SIMILAR CONDITIONS WHERE
SPECIFIC DIMENSIONS OR DESIGN INTENT CANNOT BE DETERMINED,
CONSULT WITH THE ENGINEER BEFORE PROCEEDING WITH WORK.
5. KEYED REFERENCES ARE NOT INTENDED TO GIVE QUANTITY OF
LOCATIONS IN WHICH A PARTICULAR DETAIL OCCURS, BUT ARE TO
AID THE CONTRACTOR IN FINDING SAMPLE LOCATIONS(S) IN WHICH
A DETAIL OCCURS.
6. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK INDICATED ON
THE DRAWINGS AND IN THE SPECIFICATIONS WHETHER OR NOT
EACH WORK ELEMENT IS NOTED IN THE LEGENDS AND CROSS
REFERENCES.
7. THE CONTRACTOR SHALL VISIT THE SITES AND BE KNOWLEDGEABLE
OF CONDITIONS THEREON, THE CONTRACTOR SHALL INVESTIGATE,
VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT
AND SHALL NOTIFY THE ENGINEER OF ANY CONDITION REQUIRING
MODIFICATIONS BEFORE PROCEEDING WITH THE WORK.
8. CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING CONDITIONS,
INCLUDING THEIR LOCATIONS, DIMENSIONS AND ELEVATIONS IN THE FIELD,
AND SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS. STATIONS AND
OFFSETS SHOWN ON DRAWINGS ARE APPROXIMATE, NOTIFY THE ENGINEER
OF ANY LAYOUT CONDITION THAT IS NOT CONSISTENT WITH THE
DRAWINGS OR THAT WILL IMPAIR LAYOUTS OR ATTACHMENTS OF FINISHES
PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK.
GENERAL NOTES CONTINUED:
9. THE UTILITIES SHOWN HAVE BEEN COMPLETED FROM INFORMATION
FURNISHED BY FIELD SURVEY VARIOUS UTILITY COMPANIES AND THE
OWNER. ACCURACY AND COMPLETENESS IS NOT GUARANTEED. BEFORE
STARTING WORK, THE CONTRACTOR SHALL MAKE FIELD INVESTIGATIONS
AND OBTAIN INFORMATION FROM UTILITY COMPANIES TO CONFIRM THE
LOCATION AND ELEVATION OF ALL SUBSURFACE UTILITIES. IF ANY
CONFLICTS ARISE, THE CONTRACTOR SHALL REPORT TO THE ENGINEER
IMMEDIATELY.
10. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR SIDEWALKS,
CURBS, RAMPS, STREET LIGHTS, EASEMENTS, SIGNS, SIGNALS, UTILITIES,
ETC., ADJACENT TO THE PROPERTY WITH STANDARDS OF THE MUNICIPALITY
AND OBTAIN ALL REQUIRED PERMITS PRIOR TO COMMENCING ANY WORK.
11. THE CONTRACTOR IS TO COORDINATE ALL SUBCONTRACTORS' WORK
BEFORE THE WORK IS INSTALLED. REMOVAL AND RECONSTRUCTION OF
WORK DUE TO LACK OF COORDINATION SHALL BE DONE AT NO EXPENSE
TO THE OWNER.
12. CONSTRUCTION SHALL BE MADE FROM APPROVED SHOP DRAWINGS ONLY.
13. CONTRACTOR SHALL LAYOUT ALL SITE IMPROVEMENTS FOR ENGINEER'S
APPROVAL PRIOR TO STARTING WORK.
14. FINISH GRADES OF PAVEMENTS, PLANTED AREAS AND SITE IMPROVEMENTS
SHALL BE STAKED FOR APPROVAL BY ENGINEER PRIOR TO STARTING WORK.
15. NEW PAVEMENTS ARE TO BE FLUSH WHERE THEY MEET EXISTING PAVEMENT.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY GRADE DISCREPANCIES
PRIOR TO WORK.
16. THE CONTRACTOR SHALL REPLACE ANY MATERIALS OR PAVEMENT IN KIND
WHICH HAVE BEEN EXCAVATED IN ORDER TO INSTALL CURBS, PIPES,
DRAINS AND FOUNDATIONS, UNLESS NOTED OTHERWISE.
17. THE LATEST SAFETY REQUIREMENTS OF OSHA, NEC, MEC, AND NESC
SHALL BE PRACTICED TO ENSURE THE SAFETY OF ALL WORKING
PERSONNEL DURING THE CONSTRUCTION.
MATCHUNE
SHEET 2
SHEET 1
DEMOLITION
1. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT
ALL STRUCTURES, WALKS, STREETS, PAVEMENTS, TREES, SUBSURFACE
ELEMENTS, OVERHEAD WIRES, AND PLANTINGS, ON OR OFF THE PREMISES,
AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS
DIRECTED BY THE ENGINEER ANY SUCH OR OTHER DAMAGE SO CAUSED.
2. REMOVAL OF SITE ELEMENTS SHALL INCLUDE THE REMOVAL OF
FOUNDATIONS TO FULL DEPTH UNLESS INDICATED OTHERWISE.
3. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT SITE ALL STUMPS,
RUBBISH, AND DEBRIS FOUND THEREON. STORAGE OF SUCH MATERIALS
ON THE PROJECT SITE WILL NOT BE PERMITTED. THE CONTRACTOR
SHALL LEAVE THE SITE IN SAFE, CLEAN AND LEVEL CONDITION UPON
COMPLETION OF EACH DAY'S WORK.
4. MATERIALS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF IN A
LEGAL MANNER, AT NO ADDITIONAL COSTS TO THE OWNER.
5. SURFACES TO REMAIN IN THE AREA OF DEMOLITION ARE TO BE REPAIRED
AND PATCHED TO MATCH SURROUNDING WORK.
DRAINAGE & UTILITIES
1. SEE SHEET C-3 FOR WATERLINE NOTES.
2. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING STORM
DRAINAGE AT ALL TIMES.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM UTILITY
COMPANIES PRIOR TO THE WORK. THE WORK SHALL CONFORM TO
REQUIREMENTS AND STANDARDS SET FORTH BY THE UTILITY COMPANIES.
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF UTILITY CONNECTIONS TO
THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE WORK.
5. ALL EXISTING UTILITY COVERS AND GRATES SHALL BE ADJUSTED TO
FINISH GRADE WITHIN LIMITS OF WORK UNLESS NOTED OTHERWISE.
SEE DETAIL A
THIS SHEET —
8%8%6" TAPPING SLEEVE
TO BE SUPPLIED BY
CONTRACTOR BUT INSTALLED
BY MDC PERSONEL AT A FEE
EXISTING
WATER LINE
I
PROPOSED
GATE VALVE
AT STREET LINE
I
4'y''t;Tf.h
- _ 1-i r___ - - - -- _
lill
IIII I
- IIII •
III PAVE TRENCH
- tc MAINTAIN AND
PROTECT BOUND
PROPOSED SIGN �. \ IIII
LOCATION WITH lfl'
LANDSCAPING
IT ,
MAINTAIN & PROTECT
�I
Ili. i I i
SIGN I
`� II
REPLACE CURB
' I
Z l I I I
` II LOAM & SEED
i I DISTURBED AREA
PROP 6" DI
,I .I
I ,I
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I I
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I i
I
I II
I
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-
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DETAIL A
N.T.S.
GRAPHIC SCALE
20 40
( IN FEET )
1 inch = 20 ft
H YD
PROP 6" DI
80
I�-
IM
1 2 3 4 5 6 7 8 10
145' — 8"
15'-5„ I 14'-9,► I 150-01$ I 13'-0" I 14,-0$p 1 14'-0" I 15'-5„ I 15'-5„ I 28'-8,►
1 I I I I I I I I I
I I I I I I I I I I
FLOOR PLAN
1 /8"=1'-0"
PLAN
C
0 8 16 40
FEET
TOWN OF
SOUTH WENDSOR
MAHNTENANCE
BU RLIDENG
SOUTH W INDSO $, CT
Gannett Fleming
150 Mood Road
Braintree MA, 02184
(781) 380-7750
TItIet
FLOOR PLAN
EXISTING CONDITIONS
[NO
DATE
DESCRIPTION
REVISIONS
Dates
XX/XX 05
Job No,
44051
1cal8e;,=1,-0„
Drawing No,
A X -1
Designed By,
CNC
Drawn B
� D G
Checked By,
MEH
i
w
�( A
1.1
a
F
AM:
r-
H
2
N
Q Q Q Q 9 c
145'-8
10 10.2 10.3
11
42'-2"
1 , „ , „ , „ , „ , „ , „ , „ , „ , ,) , „ 1 , „ ,it
15 -5 14 -9 15 -0 13 -0 I 14 -0 I 14 -0 I 15 -5 15 -5 28 -8 2 -2 I� 20 -0 _ y 20 -0
-019
3,_819 --- 3,-4„ ' 4,_0„ 6'-0" 4'-0»4'-g" g'_p"~ L 4,_p„4,_8„4,_p„4,_p,� 9,_4„
CANOPY M•0• I I XP
i1—r--�--- -- --r — — -- -- rI�T
- - I - - LJ
El
C> - 8A ��I
:L OFFICE OFFICE OFFICE
WIRE MESH I 2 _ , w I z o o ,
E ARCHIVE - o VEST. III I
PARTITION I I CD 0
(MATCH EXIST) STORAGE I o RECEPTION 18 , N EQ
27 �s II 17A
I-- - 8 � I - - 2 ; --
2 CL• 18A + 16A 15A
19A ,
MECHANI S REFS 7 21 A o
SMALL PARS STORAGE 21 o
2$�12'-0" 22'-0" 5'-6" 1 ALIGN - CORRID R 12 I
' 20 CO_ TER[COUNTER , I I - 0 14A o�
SEE LARGE 0 HALF WALL o0 0 - - - - - -
8 SCALE PLAN I , 11 A 13A o c°
o I I DWG A-3 COI�RIDO ® '� 10A , 1 O _ I
"' I REPAIR o `n
' OFFICE o 1 2 HR RATED -
PARTS 10 -0 4 -8 III I OPERATIONS ,
TIRETORAGE I SIGN SHOP - - EMERG 1 WOMEN S M/F >> OFFICE 8 2 ROOM CMU WALL
REPAIR 30 ' MAINT. o I 9A TOIL.&LK HC TOIL. 13 4'-89$ �4 l
I 0 2s SUPPLY
- - - - -- - ' - -- - - 31 - - - - - -- - - OFFI CE _ o _ I_ _ _ I S_T.QB. _ .' _ 0 _10 " - - 29 _ i - �,� - - 0>1,
w
-- --- r-- 9 o d p 22 ® D R EQ E4B,
^ 1 I 0 `i I
HEATED 2
LUBE AREAI I I I N
LL
- �_-____I—_SHOP --------------- -- -------- ------- - -- - ----- -} —25B EXISMEN'S TOILET 3BC.2
5C o STEP 7A � o0
STORAGE � � � 0� FOLDINGZ�_
o°Q I I -0 4 -6 DN+PARTITION
33 I i I , TO 18'-8" 2 , 0 �-
o I ' ' __- HIGH ' ' DR ® ® I WATER o
JC , {NOTE 6) I
N I I ABOVE I I MEN'S LOCKERS 5 I COOLER
- - - --- I-- - - —r--- --- - -- ------ -- - -- - - - - - - - - - - - 2 - - - - - �-�- �--- - - - , - - - - —00-
---- TRAINING _ _ LUNCH _
EXISTING 0 ROOM ROOM �r
_ 5A 4 0
o I MAINTENANCE I COAT RACK '' 0 1 0I
00 MATERIAL AT RIAL I I I , AREA
25x I
- - - - - -- - '_ STORAGE - - ZA
4'-8" ��/� 1 o 34 ' 0 4A 3A
WELDING WELDING
' I I SCREEN 23 MOVABLE BENCH (TYP) ' ' STORAGE
rEl
N 12 32 I 2 EXP JT Tj 0 CORRIDOR 00 1 A
RAMP DN
32B �----- - - NEW - - - I 1 C VS
w 2 HR. RATED I MAINTENANCE I 2 HR. RATED
SHAFT AFT WALL ~
METAL PANEL� , � AREA � � SHAFT WALL CL
of cc ABOVE (TYP) I I 24 I ' f x
f- m f- EXISTING I EXISTING `''
o BUILDING 4 I 24B I 4C BUILDING
,z
BOLLARDS
4 TYP. 4
1'-0" 12'-0" 12'-0" 12'-0"
FLOOR PLAN
Y„_1,-0„
8
LEGEND:
NOTES:
WALL TYPE
1.
SCREENED DIMENSIONS ARE BASED ON HISTORIC
DRAWINGS AND SHALL BE VERIFIED IN THE FIELD
TO THE EXTENT REQUIRED FOR COORDINATION
PARTITION TYPE
WITH THE NEW WORK.
FIRE RATING (HOURS)
2.
$ INDICATES THE EXISTING METAL BUILDING
SYSTEM STRUCTURAL LINES, WHICH CORRESPOND
LUNCH ROOM APPLIANCES:
TO GIRT LINES AND TO THE CONCRETE OUT
ELEC OVEN/STOVE W/MICROWAVE ABOVE
TO OUT DIMENSIONS. THESE LINES DO NOT
COUNTER -TOP MICROWAVE REFRIGERATOR
CORRESPOND TO THE COLUMN CENTERLINES.
3.
WALLS SHOWN SCREENED ARE EXISTING TO REMAIN.
4.
FOR ADD'L PARTITION TYPES SEE DWG A-3.
WHERE NO PARTITION TYPE IS INDICATED, PROVIDE __<fi
5.
FOR EXTERIOR WALLS SEE DWG A-6.
6.
SUPPORT FURR—OUT WALL ALONG COL LINE 10
TO NEW STRUCTURE ABOVE.
0 8 16 40
FEET
TOWN OF
SOUTH WENDSOR
GARAGE
MANNTEN. NCE
BU RLDENG
SOU= Wll\\ S:�O B, CT
i
Gannett Fleming
150 Wood Road
Bra 1 ntree MA, 021 EA
(781) 380-7750
Title,
FLOOR PLAN
NO DATE DESCRIPTION
REVISIONS
Date Job Not
XX XX 05 44051
Scale) Drawing No,
1 8"=1'-0"
Designed Byi
CNC
Drawn Bye D G A -1
Checked By,
MEH
14'-0" 14'-0" 15'-5"
I nl ITT['(7 I"fIT/1 1
0PE I NINGS VI \ 1 12"-0`" I 12"-0"" _ 1
OPE�1j
MAINTENANCE- BAY
SOUTH ELEVATION
y„=1,-0„
8
CANOPY—\
FLAT METAL
WALL PANEL
i
SEE STRUCT
(TYP)
WEST ELEVATION
F -1,_O„
s
11 ' .5'-U
EXIST. RIDGE
BEYOND
EXIST. GUTTER
FLAT FASCIA
PANEL
I
CMU IN —FILL; PAINT
TO MATCH EXISTING
FINISHES WITHIN RECESS
SHALL MATCH EXT WALL
LIGHT
(TYP)
BRICK
(TYP)
MASONRY
VENEER
(TYP)
NORTH ELEVATION
y„=1,_0„
s
EXISTING
BUILDING
12'-0"
I
MAINTENANCE
BAY
I
13'-6"
MAINTENANCE BAY
WEST ELEVATION
y„_1,-0„
8
24'-4" 1 20'-0"
EAST ELEVATION
y„=1,_O„
a
EXISTING
BUILDING
13'— 6" I 1
I I _
I
INSULATED FLAT
METAL WALL ,
PANEL (TYP) I
I
CONCRETE (TYP)
1 � I
MAINTENANCE BAY
EAST ELEVATION
y„=1,_0„
8
20'-0"
FLAT METAL
WALL PANEL
--, LIGHT (AT PUMP
STATION PANEL)
EXISTING MANSARD
fL1� f' r"T'TZfT=" T
T BEYOND (PROTECT
_ AND TIE IN TO NEW
r�. STRUCTURE)
-0
Jill FEET