BP-24834LEGEND
-_� PREFAB WALL PANELS
FIXED GLASS IN ALUM TUBE FRAME
- INTERIOR PARTITION
—; MASONRY WALL
CONCRETE BLOCK
SECTION NUMBER
SHEET NUMBER
EAVE PURL
EAVE TRIM
STEEL WAL
. OOG VI NYL
FULL HT. 4
WALL IN5U
BASE L*
FLASHING
(LOOK PLAN
SCALE: ! 14"= I -011
.00G MIL. VINYL -BACKED
G" FIBERGLASS INSULATION
"GALVALUM" 5518 24 GA.
STANDING SEAM
ROOF PANELS
CONTIN. CHANNEL --�
CONTIN. SAVE TRIM
CONTINUOUS
SAVE STRUT
I I oco
I I
II
CONTINUOUS I 0
HORIZONTAL U
j GIKT _
I �
U
N
VERTICAL STEEL _
WALL PANEL
CONTIN, C CHANNE
SECURED TO BOND
BEAM
Z
cJ
W
Z
5 )
i 9
I ) €
CONTIN. DRIP CAP I
I J. MOLDING
O
II
CO
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I � �
NOTES:
PRE-ENGINEERED METAL BLDG. TO BE DESIGNED I
ACCORDING TO MBMA * AISC STANDARDS t N
THE STATE OF MASSACHUSETTS BUILDING CODE REQUIREMENTS.
EARTHQUAKE DESING DATA/780 CMR. I G 12.25
R'%im
8" SPLIT -FACED I I
CONC. BLOCK
e. SEE �
�._ SECTION I
3 OZ. FABRIC
FLASHING I
I
EAM ROOF PANEL -4
-011
12
I PITCH
CONTIN. ROOF F ILE CIPY
PUKLIN5
DART)IOUTH BUILDING DEPARTMENT -
FIR.11(111EIF - EM-SIEFRICT 1- 2- C-3)
�--- = TUTS PRO.''IsCT RI -QUIRES NOTICE TO THIi ABOVE NOTI'D
I/I$TRICT Q 1<FICE PRIOR TO COMMENCEMENT OF ANY FIRE
` PROTECTI0 WORK. INSPE(,'TIONS ARE RBOUIRE D.
DATE By
.'� COPYRIGHT 15 CLAIMED ON THESE DRAWINGS
_ n AND NO USE MAY 5E MADE OE THEM WTHOUT
I/Ullp-/ FRIOP WRITTEN PERM1551ON
,OOG MIL. VINYL -BACKED
G" FIBERGLASS INSULATION
DA11THOUTH BUILDING DEPARTMENT
THIS IS A
CONSTRU 1 TRL
PROJECT SUBJECT TO 780 CMR,
MA STATE BUILDING CODE GTn 111)
SECTION 116.0
. U,GHES S
CORP.
*BUILDERS & ENGINEERS e
63 Dexter Road Tel. (401) 434-0646
East Pl ovidence, Rhode Island 02914 Fax (401) 438-2460
_AkA OF
HUGH
J.
o VAUGH,aN
No, Z804
,�— - -- RIGID FRAME
(BEYON)
f TM N OF DARTI,'
RECOPID PLAN TITLE
LO Two fOR ING A Copy Of This Endorsed rROPOSED
RU Plan lest Be Kept On Site
During Construction ADDITION
•
per7aoC�AR 1G.0
AFC
5" CONC. FLOOR SLAB AUTOBODY
FREINf. WITH GxG 8/8 WI.GxW1 .G WWI`
VENTURA DRIVE
-: FIN. FLOOR �._'\
NpDAKTMOUTHMA
XISTING GRADE VARIES • ,
i
VE PURLIN I I —I I I I SEE DWG A-2 FOR
VE TRIM —1 FOUNDATION � FLOOR
SLAB DETAIL5
CONTIN, CONC. FOUND
WALL KEYED FOOTING 2"x2'-O" RIGID PERIM,
5TYROFAOM INSULATION
~� RIGID FRAME PILASTER
(BEYOND)
DG VINYL - BACKED
LL HT, 4" FIBERGLASS
ALL INSULATION • • Q,
40,
r
DNTIN, FLASHING SECTION p; `0 .p�°� fi �o'
SCALE: 3/4"= I '-C' A — �
Dartmouth Building Department
Record PlanApproved
This plan is endorsed as the record plan. The owner and/or applicant are
responsible for MA Building Code 6"' edition compliance, not withstanding any
errors or omissions in the application, plan, or accompanying documents. The
owner /agent /applicant or architect/engineer shall request inspections or
submit reports, as may be required in ,"r—jimely manner. P
LAN
AMENDMENTS MUST BE SUBMITTED AS SOON S S$$
DATE JUN 0 7 2002 BY
ILI
FIRST FLOOR
PLAN &
ELEVA TIONS
DATE:
03 MAY, 2002
2
3
5100'-0" NEW IFOUTDATION
T 43'-0"
FACE 0~7 EX. ND. TO FACE OF EX. FIND.
-
z
0
0.
F-
co
J
-
1 -L --
-
251-01251-01251-01251-01ol IGI-01110 01 1 LL_ I
1
15-1-0"
----------- --- -------------------- r --------------
T_7f4__ -------- 7
--Z------------------- -------------------------------------
_-
------------------
F------------ -------- 1
F
!UNEXCAVATED
i s ) 5" CONCRETE FLOOR SLAB REINFORCED
WITH QG W 1.4xW 1.4 WWF ON .009
POLYETHYLENE VAPOR BARRIER OVER FOOTING TYPE
f ( 95% COMPACTED WELL DRAINED 4'-0"x4'-0"x P-0" THICK
MATERIAL. REINF. 8#4 15ARE) EW
MAT,
I { E I 0
-1 0
0
C\l
(S)
+
9 ( 0
C\I
EXISTING P_UILDI[IG FOUNDATION TYPICAL TIE ROD CONNECTION
(2)#7 RODS SET IN 3"x3"x-L`
LONG t BUTT WELDED 15Y G4.C. (SEE
DETAILS)
+
-1 LU
0
fill,
T
0
C\j
TYPICAL TIE ROD CONNECTION
(2) #7 RODS SET IN 31HX31'xi" 'S 4-0" FOOTING TYPE
4 4l-0"x4l_0"x 1'-0" THICK
LONG (t BUTT WELDED BY G.C. (SEE
DETAIL PLAN 'A" - THIS SHEET)) j REINF. 8#4 BARS EW
MAT.
-------------- ---------------------- -- ---------------------------- I-----------
____�_h ------------------------------ ----------------- --------- — -------
--------------LL
--- ----------------------------- 7 ---------------------
---------------------------------_S-_------------------ ---------------------------- - -----------------------------
SEE DETAIL PLAN "EY - THIS SHEET
1 2 51-011 161-011
EXISTING BUILDING NEW ADDITION
FOUNDATION FLAN
Gr-NERAL NOTES: SCALE 1/8'1 = 1 1-011
1, r'DN DESIGN BASED UPON A PRESUMPTIVE 501L DRIS. CAPACITY Of 4000
2. ALL FTG5. * fDN5. ARE TO EXTEND TO PREVIOUSLY UNFILLED VIRGIN OR OTHEP\VI/15E ADEQUATE SOIL.
3, ALL CONCRETE TO BE 3000 P51 IN 28 DAYS.
4. REINFORCING TO DE ASTM A-G 15, GRADE GO DEFORMED 13AP\5.
5. ARRANGEMENT OF TIES AND BENDING Of VERTICAL 15APs AS PER ACI,
G, LAP VERTICAL DARS, IN COLUMNS 20 DIAMETERS.
7, LAP WALL BARS 24 DIAMETERS AT SPLICES, MINIMUM LAP = 1.0.
8. CONCRETE PROTECTION:
FOOTINGS - COVERAGE OF 3" FOR BOTTOMS AND SIDES
WALLS - COVERAGE Of 1 '11
2
COLUMNS - COVERAGE Of I "' FOR TIES OR SPIRALS
2
9. ALL STRUCTURAL FILLS ARE TO DE CLEAN, COURSE, WELL DRAINED t3ANr\PU,4 OR 51114,11LAR TYPE GRAVEL'S
CONTAINING NO ORGANIC OR POOP, DRAINING MATERIAL.
10, ALL STRUCTURAL FILL TO BE BROUGHT TO 98% COMPACTION.
I I. ALL FILLS UNDER SLAB TO BE DROUGHT TO 05 07o COMPACTION.
12: ALL OTHER BACKFILL5 TO DE DROUGHT TO 90% COMPACTION
13. ALL OTHER SLABS TO DE REINFORCED WITH GxG 8/8 WI.GxWI,G \A/WF AS INDICATED ON PLANS.
12I t1
I ill
2
2
HORIZONTAL BARS
SAME SIZE AND SF'NCING
:� JOINT (GO '-0l'1`\AAY;
it 1 AS HORIZONTAL BPIR--,li 0 21-01
-----------
C)
4
["�" N",II I II I
IL
-1 [fill I I - - - - - - - - - -
I
I
C\j
U11 U
LL
2'-0" 2'-0"
AT CORNER AT INTERSECTING WALL AT CONSTRUCTION JOINT
TYPICAL WALL REINFORCING DETAILS
SCALE: N.T.S.
(I ii DIAM.)
_INUOU5
OD5
THREADED
CONNECTIOr
=TING �
TER REINF.
AA/G. A-3
TUBULAR
5TI RRUF
ANCHOKEDI
FOUND WALL
COL.
DETAIL - PLAN "EY TIE ROD CONNECTION
SCALE: I'= 1'0" @
2 -(cy , EXTERIOR WALLS
VARIES
TOP OF WALL
0
BUTT k>tTLDS CLI
T.W. REINF.
2C, -C' %',-V SPACING m I
CC` C_ JOINT @
FC'.DA-ION WALL
O-
m
0 0
7
0
I
CONC. ft. SLAB
I 28.oc)
'A1Y1x\x'�K1K'>1\x
VAPOR
BARRIER
COMPAC-fj
FILL
2jlx2'-0` krGID
INSULATION
Gil
2 45 T $ [B
(CONTINUJOUS)
2"x4" KEY
CC-)NT. CONC.
fQ)OTI NG
SECTION
5CALE-:3/4"= 1'-0"
llx3"x 114"x4'-O" LONG
TEEL S @ ROE)
UTT WELDS
DIAMJ
TYPICAL WALL DEPRF-5510N DETAIL TIE RODS
SCALE: N.T.S. AT OVERHEAD DOORS
I
CONC. FL. SLAB
21-011
mVF 128
Z'?
41
.004 VAPOR
5 A R RI ER
x
x COMPACT
X
X FILL
X 12"x2'-C)" RIGID
X INSULATION
X
Gil C"
11- Oil z
V 245 T t B
<4 (CONTINUOUS)
2"x4l' KEY
4
123.00
21-011
WWI! OF DARTE."OUTS
PIECORD PLAH
A Copy Of This Endorsed
SECTION Plan Must Be Kept On Sit:
SCA,LE:314"= 1'-O'i A-2/ During Construction
10,7,'1 c-7
pai-7,80,CMR
COPYRIGHT 15 CLAIMED ON THESE DRAWNG5
AND NO USE MAY BE MADE OF THEN' WITHOUT
PRIOR WP17TEN FER.M155101\1
IIN
JUGHES
r" 7m
R lb- ALN 0 CORP.
e BUILDERS & ENGINEERS
63 Dexter Read Tel, (401) 434-0646]
East Providence, ]Rhode Island 02914 Fw,, (401) 438-2460
FOUNDATION
PLAN dr-_
DETAILS
SHEET NO.
DETAIL.
SCALE: I"= I'_011
3
.------------------------.-----------------------�—. --�
--------- m-------------------— — — — — — — p—— ———. — — — — — — —aa..a-----------��— I
100'-0" (EXISTING)
FIN GRA
SOUTH ELEVATION
SCALE: 1 /8" = 1 '-0"
NORTH ELEVATION
SCALE: 1 /8" = 1 '-0"
SPOUT
ACED
TURN
SIN GRADE —�
^-----------------------------------------_--I
1
EAST ELEVATION
SCALE: 1 /8"= I '-0"
�— FIN GLADE
43'-0'1 (NEW)
--------------------------------------------- -
WEST ELEVATION
SCALE: 1 /8" = I '-0"
I I 1 II
I
�^^ RIGID FRAME
1 1— {211
( V ! 5" CONC. FLOOR SLA15
REINF. WITH GxG 8/8 W I .GxW I .G WWF
f
GRADE VARIES
FIN. FLOOR
45
G" MIN. COMPACT
II II FILL
CONCRETE
FOUNDATION WAL �i 211 44G @ I0"x3'-811 -G.
cn II FOUNDATION WALL BEYOND
II I
A IL=
4-#G
I `� II II II II 4#3 TIES @
11
I 1-411 II II®� II II o 1 -o vERT.
I11 III i 1111 4#G INTO
�1MrvYm^ (( 11 FOOTING
11 I Il ._'_.{
_ I II II � 311
o
J L.— —•
I F,
8 -#4 x3'-8"
G11 2'-011 I -411 LG. EW (MAT)
COMFAC�TED, WELL
DRAINED) GRAVEL OR
VIRGIN SOIL
SECTION
SCALE: 3/4"= 1'-0"
TH KU PEDA TAL
FOOTING REI NF.
TOWN OF DARTMOUTH
RECORD PLAN
4 Copy Of This Endorsed
Plan On
During Construction
JUN i 7 2002
COS " q� T 1 aa TRIL
UG.HES
CORP.
Is BUILDERS & ENGINEERS a
63 Dexter Road Tel. (401) 434-0646
East Providence, Rhode Island 02914 Fax (401) 438-2160
HUCN
at
VAUG +
ELEVATIONS
� DETAILS
SHEET NO.
,
s
tr-�10
BB AROUND
_
y
•
i
j
SCALE:. 111=30>
Ls -ND
1. LOCHS 15 LOT 11-9 AND A PORTION OF LOT 1.1-10
SYMBOL OL ABBIREV. DESCRIPTION
IPTIO
OF PLAT 65, No. DARTCrriiOUTH, MA.
NEW NEW WORK (DARK)
2, ZONING LIMITED INDUSTRIALS
EX EXISTING WORK (LIGHT")
MIN. AREA = 43,560;
5 SANITARY SEWER
3. SITE AREA � 55,61C} s.f.
D D STORM DRAIN
3
W W WATER SERVICE
4, A U L O 6rJ'
F F FIRE SERVICE
PROPOSED IMPERVIOUS COVERAGE:
PROPERTY LINE
0
COVa RAGE:
EWL LINE OF EDGE OF WETLAND ,
zc�
z
BUILDING 9,724 5:f. = 17,5 %
E.P. EDGE OF PAVING
to
z
- 2a o
PAVING 22,600 s.f, 40.6
�s
t > e fit` k "i g,sr c �i'7. RIP. ` 1� A P
0)
v
WALKS _ 570 :f. 1,O %
—X—X�"X--x— CLF CHAIN LINK FENCE
tu
qj
_ 177 - _ _ _ EXISTING CONTOUR
0!�
TOTAL IMP. SURFACE 52,924 s.f. 59.1 `%
177}- - FINISH CONTOUR
CCB CAPE COD BERM
Q
.
5. BUILDING USE:
►I►
tt1
PCC PRECAST CONC. CURB
Z
C
AUTO REPAIR SHOP = 4,862 st.
BIT CONC BITUMINOUS CONCRETE
WAREHOUSE & STORAGE = 4,862 s,f.
- _— BCC BITUMINOUS CONCRETE CURB
20,0 EXISTING SPOT GRADE
6, PARKING REQUIRED:
+20.0 FINISH SPOT GRADE
TOTAL REQUIRED:
0 M.M. NEW MANHOLE (SMH= SEWER N�ANHOLE)
1.1 SPACES PER EMPLOYEE
G M.H. EXISTING MANHOLE
® C.B, NEW CATCH BASIN
10 EMPLOYEES x 1.1 11 SPACES
El CBEXISTING CATCH BASIN
C.B.
co
CD
co.
F.H. FIRE HYDRANT
'
TOTAL PROVIDED: = 10 STANDARD
G.V. GATE VALVE AND CURB BtX
c
1 ACCESSIBLE
HDCP HANDICAP SY1vMBOL(PARKING &PACE)
F-- TRAFFIC FLOW DIRECTION
7.. BUILDING SETBACKS:
my CTB CONCRETE THRUST BLOCK.
�
ca
REQUIRED PRC3VIDE:11D
HW HEADWALL
RIGHT OF WAY 50, 50,6/4'
WETLANDS
F.F,E. FINISH FLOOR El EVATION(FI�ST FLOOR)
PROP. LINE 25' 26,
(S)I.E. INVERT ELEVATION (S)SANITARY ETC.
EITS
8. REQUIRED FRONTAGE 150'
C.T.E. CONNECT TO EXISTING
�dw
M
8, MAXIMUM HEIGHT OF BUILDINGS - 36'
- .�
o �ZmQ g co
Z 6
z
1. TOPOGRAPHIC INFORMATION IS TAKEN FROM THE DETINITIVE
SUBDIVISION DRAWINGS PREPARED BY GARCI,A ENGIN`F RING,
t�
INC, ENTITLED "VENTURA MINI -PARK",' REVISES} 2-28- ,
0
PROPERTY LINE INFORMATION WAS TAKEN FROM PLAN BY
c�
OLDE BOSTON LAND SURVEY CO., INC,
2 CONTRACTOR SHALL RETAIN THE SERVICES OF A
REGISTERED LAND SURVEYOR TO LAYOUT ON THE GROUND
ALL NEW ELEMENTS OF WORK, THE NEW WORK IS T-0 BE
COMPLETED, MARKED, AND LAID OUT CAN THE GROUND,,"
REVIEWED AND APPROVED BY THE ENGINEER PRIOR 1_0
INSTALLATION. IF ANY WORK IS INSTALLED PRIOR - O THE
ABOVE REQUIREMENT BEING MET AND IF THE WORK IS NOT
0
SATISFACTORY IN LAYOUT TO THE ENGINEER, CONTRACTOR
SHALL REPLACE THE WORK AT NO COST:
3. PRIOR TO ANY EXCAVATIONS, IN ADDITION TO 110TG SA.FE''z
Im
on
NOTIFY APPROPRIATE COMPANY OR AUTHORITY TO
I�
.UTIL.ITY
VERIFY EXACT DEPTH AND LOCATION OF UNDERGROUND_j
UTILITIES. LOCATIONS OF
Z-
�
UTILITIES SHOWN ARE
APPROXIMATE ONLY AND THE CONTRACTOR SHALL Bit
RESPONSIBLE TO LOCATE AND PROTECT UTILITIES I€k THE
w In
FIELD WHETHER OR NOT SHOWN ON THE DRAWINGS,
4. SITE PREP..ARAT'ION SHALL INCL'UOE THE FOLLOWING:
S
A. IN THE THE ND
COURSE OF INSTAL LING UNDERGRO
0 0)
�
UTILITIES, REMOVE ANY ABANDONED FOUNDATION.
tn
�TIa.'TY STRUL. # URES; ETCs, ENCCUNT RED WIH
*E}
I
< CD
{.�r+
TER
I�t 1 E-RFERE WITH t °H UTILITY WOR<, LL i.�CH
y sue; may'
`aad 0 0
STRUCTURES SHALL BE COMPLETELY RE' OVeD ADD
C0 ul
0 0
SHALE. BCE WITH GRAVEL CO �1. PAC O IN 9"
2
g�BACKFILLE-0
L<FTS TJ as COMP ATxs„, £v L?> # Tit:a
,
OF T< #E PIPE - AND UTIL. i y
B_ 1:� DURsNG EXCA* ATION -HE TREINCH WID § .CE OS
HE Sum OF HE PIPE O.D. FLQS 21-0", PLACE ADDin
COMPACT THE F#� TO 1 L ABO��E THE- PIPS A :a RE...
EXS�AV `T`E :O REQUIRED GRADES-
ES_
g
5. ALL WORK RELATING TO THE CONSTRUCTION OF SITE 'CORK
5
AND (UTILITIES INCLUDING CLEARING, GRUBBING, UTIL#TY .AN'
PAVING WORK SHALL BE INSTALLED3, TESTED, AND IN'�PECTED
IN COMPLETE ACCORDANCE WITH OARTMOUT'H D .P:W. ePES,
DATED NOVEMBER 28 1 1968 AND REVISED FEBRUA Y
INSPECTIONS AS REQUIRED BY THE O,P.W ON THAT COCUMENT
SHALL APPLY TO WORK PeRFORMED ON THE WATER F UPPL-Y
SYSTEM AND SEWER CONNECTION.
6, DOMESTIC WATER SERVICE SHALL BE TYPE "K11 SOFT COP 'ER
1
CL
-
TUBING WITH COMPRESSION TYPE JOINT Fr T TINGS CONFORMING
TO DARTMOUTH STANDARDS-
7. STORM DRAINS 121' AND OVER SHALL BE ADVANCED DRAINAGE
SYSTEMS INC N-12 SMOOTH INTERIOR CORRUGATED PR.ATN;; GE
PIPE WIT N-12 FI IN GS AND COUP,_4TN -�S
y
8SEWER PIPF��i AND 5TI+TR`�" 's�,'�A�»F'iS ��'. t.* } '�.'�„•t� o-` 'w
r
UPING j4
. GATE ' AL-v4S ALL 5E CA!, z ONs, OD"t, R�'' ,fir aa_
a
175 • z., 'v O: -.. ♦..- E xY�T .. OA'sJE a,iz-`'i „€.i. :e, 4»•'. ,3�.�,•. �'..a, s..a.
'S �
i
_
"-VERY RESPECT TO DARTM -0 EC'—:;
*f� t,i6} .D F D1.
hi �+l�- 8p' t::; U^i}�t&9t
PLAN
.L.
YP�
A Copy, Of This Endorsed
N
-;
Plan Mu:st Be Kept On Site
Durif.,g Cons -ruction'
i—
JUN 0 7 2002
QUAN ;KEY COMMON NAME SP 1-IIN
TREES
CONTC LiiUTIO l CONTROL
2 R RED OAK 101-01, h,
��gg
F C` Se
N �°ORWAY SPRUCE , 0
1 i JAPANESE DOGWOOD
? D DOLUGL AS FUR 1Os_O. fit,
25 w WHIT E PYN15 11,
tii �
20 55, B'UI NIN'G 5!J5H
2f �
g,
�
sr P i' i t"1
� w
vi
1 0,✓ 15
n. S
50VE GRADE
POLYSULFIDE
SEAT -,ANT 1l2" D P WI.4 - WIA 6"x6l' WIRE MESH
` REINFORCING 2" CLEAR REFER TO PLAN FOR HEAVY DUTY MANHOLE
_ FRAME. AND COVER,SET
WIDTH OF SIDEWALK 3-1/2" BITUMINOUS FRAME IN FULL MORTAR n ST IRON VENTS
r; pROVIDE LIGHT BROOM FINISH �' CONCRETE PAVING (2} 4 C
n it BED LEBARON #LBB-266 PENDENTLY THRU
pERpENIDICULAR TO TRAFFIC FLOW TOOLED C.J. 1 DEEP W/2 SMOOTH
STRIP BOTH SIDES. LOCATE EVERY (BOLTED AND GASKETED} RUN IND`
UNLESS' OTHERWISE NOTED TOOLED EDGE
5'-01' O.C. AND RUN PERPENDICULAR INTERIO OF BUILDING
AND THOU ROOF
TO FLOW OF TRAFFIC 1-1/2" WEARING COURSE
CROSS SLOPE IN DIRECTION OF
DRAINAGE AT 1/4"/FOOT 2" BINDER COURSE FIN. GRADE-
0
Z
411 - 1 8" ADJUST TO FINISH GRADE
w/ PRECAST REINF. GRADE --.- .- 0 tt p
= LffiRINGS OR SEWER BRICK
�$p 18" w/MORTAR JOINT, LAY IN a < ., Q >
11 _ `_:, FULL MORTAR BED, PARGE w c
: 3/8 m COAT. RE -BAR F u�
p 11 2 FROM BO 1 TOM MASS SPEC. M1.03.1 GRAVEL it
8 " OUTSIDE OF SEWER BRICK 2 DIA.
A. o BASE OR RECLAIMED BORROW to
w! 314" THICK MORTAR t 0- _.a
00 0 CONFORMING TO M1.11,0 PLACE -"�' ,
ik a
SUITABLE STABLE
SUBGRADE aIN 4" LIFTS � COMPACT TO 95f
3/811 NON -EXTRUDING & PROVIDE HAUNCH ON -
FLOW FLOW �
: RESILIENT NON -BITUMINOUS BOTH SIDES OF WALK z t.0
PREFORMED FILLER ASTM MASS. SPEC. M1.03,1 GRAVEL WHERE WALK DOES " - <S (D
NO, AAS O M1 3 FULL DEPTH BASE OR RECLAIMED BORROW 8 A
COMPACTED SUBGRADE NOT ABUT VERTICAL
p 4° CAST .IRON INLET FROM
OF CONORC,E SLAB, USE AT CONFORMING TO M1.11.0 - PLACE CONC. SURFACE OR CURB TA AR® V `i"I
u GARAGE DRAIN
ALL EXPANSION ;JOINTS IN 4 LIFTS & COMPACT TO 96/
(EXPANSION JTS. 30' O,C.( N,T.S.
CROSSSECTION FACTORY CAST OR FIELD t- --, 4u CAST IRON OUTLET
CORE DRILLED PIPE
PENETRATIONS CAULKED —FLOW LINE
1�i Ic�AL T co co
ION OR MECHANICAL WATER ` f 0)
TIGHT SEAL. '
2.6�Ec- —_�-• - FACTORY CAST N,iN-CdRROSIVE
PRECAST REINFORCED STEPS TO WITHIN 1211 OF BOTTOM �
CONCRETE SIDEWALK DETAIL
CONC. BASE, RISER AND LEVEL BASE ON c" -MIN.
NTS
TOP SECTIONS- H.20 CRUSHED STONE
LOADING MFG, TO A.S.T.M. n cad
C-478 WITH O-RING
JOINTS-tt ii I - oil tr �'
6 5 4 0 5 6
GASOLINE INTERCEPTOR IL. G��S���S
ACCESS WAY VENT
STRAIN RELIEF CORD WATERTIGHT LID ��Q J
RESERVE i W1 PADLOCK N.T.S. w 4 d
CONNECTOR f w .� w
PARKING - CD ZMCI
s a Q o
l0 �
DUAL WALL, CORRUGATED
HDPE ACCESSWAY
0ALVANIZED METAL SIGN (R7-8)' --=
PAINTED & BOLTED .TO TUBE FIN. GRADE w 129.8r
-� ELECTRICAL
DISCONNECT`'
r SOU'AR GALVANIZED POWER/ALARM
METAL TUBE PAINTED BLACK . f CABLE I
2"0 WELL VENT 1 BUILD MH TO FIN. GRADE w/MIN. LEBARON LA-246a-24"DIA.
CORE CONTROL /� _ __
OF (21 &MAx. of (61 SEWER / FRAME :AND COVER SET IN, FULL BED o,
COMPARTMENT BRICK. POINT UP INSIDE w1 3/811 / MORTAR; COVER -0 HAVE f HOLE 0
{ BREATHER MORTAR JOINTS. FINISH OUTSIDE IN CENTER. <
SIGN I5 TO BE BLACK = 4'` INLET $,;
w/ 3/ , THICK MORTAR. I
BACKGROUND WITH REFLECTING o � D RIM OF FRAME
---T O: OF GROUT OUT 3' BE 4.t,?'�`•i R,
tu
WHITE SYM OL TRIM LINE 24
sl CONC. TO BE MIN. I O
--PLUG ALL LIFTING H L C- S I N 'RECAST � €K3 �
} 4- roll OVER FLANGE QUICK DISCONNECT 0 z
FORGED ALUMINUM SAFETY
WITH NON -SHRINK GiR�UT
BALL VALVE STEPS 12" O.G.
FINISH GRADE � I
tU TRANSITION SECTION}
REFE:R TO PLAN I ". M,
PRECAST EIiF. CC?N N>H RSECTION,
FOR MATERIAL + / BASE BARREL TO O O TO .
C- OINTS WITH
i Q----1-114" DISCHARGE LINE CONSTRUCT INVERT w! 8:; ,EWER '{ A9TM 478, SEAL � H..
W 1-1/411 OUTLET t BRICK & 3/8° FLUSH MORTAR ._ 1 1i'' MAS?iC JOINTASKE,`
-" > JOINTS. CHANNEL TO BE FULL SIMILAR TO' KENTSSA 8
i �' � PIES
O , CHECK VALVE E-�EiGH � O� � �----•_� CAST IN RUBBER 51".ING BOOT & _
' STAINLESS C� AM1w OI1 INSIDE- GROUT
SLOPE 1/8" PER FOOT -` '- (0
- INLET INV. ANT IPHON VALVE BETWEEN PIPE! & BOAT
f _
{ :'- ; v J I-S 1 ADD #4 ROD5 12" O.C. 50TH �;
ALARM WAYS IN ADDITION TO WWM
F I
ON - 1: ,
40" FIBERGLASS REINF.
- POLYESTER TANK MIN, 6 LAYERS OF 3f4 CRUSHED ,€ { 4'-O'' `s , ROVIQE PIPE JOINT OR =jPi ING
2g.S" 137.5 GAL CAPACITY STONE FULL WIDTH OF E CAi/ATION 3'-0" MAX,FROM :H
a.. T F ' COMPACT TO 95 % PROCTOR Lett
1 4 CO.iCR_ : E -- 27" I '
FILLED SONIC TUBE i OFF
Pt�UR TOTAL. OF 3 CU,YD, ,
bill1' " a CIF CONCRETE BALLAST Tq E. TAIL
s N.T-S.
3/4"0 CRUSHED f j LEVEL UNIT ON (2) 4"x6td r
STONE IPRESSURE TREATED
-�--
��# {SLEEPERS
37"
71-091 DIA.
TAIL GF HANDICAPPED PAR ING SI LeBARQN SLAG-24-24t C.I..
I FRAME & GRATE ;SET IN E
N. -.S. GRIN !� P f PDETAILFULL BED OF MORTAL
REFER rO STD
FIN G$�ADE
` PRECAST RF:�i��.+RCEI~i Tv - `.a.dA.X z6l 0
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a
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,
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n T T.
_ SAFETY STEPS - 12" OC411
3 I FAIN. E jcc c' ALL LAYOUT DIMENSIONS NOTED
- a SJRFt, riE YL.-G Ti A
f :� 13 SEAL w; THIKL OR EOuA''
g � +B;;
TO REVEAL FACE ARE TO THIS LINE _
i6 A5T REiNR. CONC.
REC
I I MANHOLE SECTIONS TO -
i
_ " OUTLET j , BARON 219.1.2
REFER TO STD. WAVING CONFORM TO AS i M C-478 � t_ „ 12 OIsT�.�. ,-
4 0 IL # Af' ,
r O. a GREASE _ � E
SECTION SEAL JOINTS w/ 1 1/4 SE}MP
MASTIC JOINT GASKET >
C�
0 E rou SIMILAR TO KENTSEAL 1�$ � _:C> �j
I
E
_ COAT ENTIRE OUTSIDE w/
�? tV OQ (2) COATS OF KOPPERS { O
S LOAM & SEED OR BIT. WATERPROOFING � � � � � �
0�4 CONC. SIDEWALK ® 12°' LAYER Q 4 O
f
REFER TO PLANS � ( ` 1 1l� � CRUSHEL; STONE
1/2" DOWEL < �
W
;... °J
T FIELD PRODUCTS CONC, CATCH BASIN s
d
' CURB SHALL. BE 5000# E N.T.S
+B'' TRANSITION CURB+1/2" +1/2" +1/211 +112" TRANSITION CURB +611 +611 C4NC FILL ; coL BUTT E U
i; JOINTS V ITH 3/8"-1/2" i
F—DGE OF BITUMINOUS
6s, " t CfEM,E'NT MORTP.R � � H
i GUTTER ELEV.- O" ,� p{
t COE`�CRETE __ �._._.�— t �� � I
- � CONTINUOUS CURB �' �yb
i L _
OR POURED IN
1 i� : �� � MASS. SPEC. M1.Q3.1 GRAVEL ; (
ro 0' �/ N;. -fl MIN. 6 -0 MIN. ( PLACE ID`WALK A Copy 0f This E
t t rt
EDGE AS CALLED
BASE OR RECLAIMED BORROW
FOR ON PLANS
1, (INFORMING TO .M1.11.0 - PLACE � Plan Must Be Ke On Site JOB NO, 62 �cbe C
41' LIFTS & COMPACT TO 95% auxin CQa St lF tion DWG. M
LCAPLIP)RAMP
DETAIL PRECAST C NC Cif
_T S.. N.T.S.
JUN 0 7 2002
CON� i R cT,' NCO I'' L
J'COINMERCIAL
SECTION 3 -CONSTRUCTION SERVICES
3.1 Licensed Construction Supervisor:
Not Applicable ❑
Name of Constru til upervisor John J Cardosi Jr..
License Number CS 076091
Address 28 Bo t. E. Prov. RI 02914
Expiration Date 09/01/03
Signature Telephone 401 435-610
-
E ON 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT MGLC 152 52
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit
will result in the denial of the issuance of the building permit (MGL 152 Section 25A) Signed Affidavit Attached: ❑ yes ❑ no
F
SECTION 5 - DESCRIPTION OF PROPOSED WORK check all a licable
1
❑ new construction addition ❑ alteration ❑ repairs ❑ accessory bldg. (shed/garage)
11 other (specify Sec. 6): ❑ demolition ❑ sign ❑ replacement window/door no. of windows doors
SECTION 6 - PROPOSED PROJECT/USE - INCLUDING THREE FAMILY OR 1•tORE AND EXEMPT USES
The follo►ving descriptions are based on the Aassachusetts State Building 6th Edition, Code Article 3, as noted. See the Code
❑ Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0)
Describe:
❑ Business - office, assembly with less than 50 occupants - indicate Medical or other professional (see Code Section 303.00)
❑ Education - structure for training including child day care fort I(see Code Section 304.0)
❑ Factory,/ Industrial (see Code Section 305.0) f l
❑ High Hazard - (see Code Section 306.0)�>,.
❑ Institutional - hospital, nursing, home, infant day care (see Code Section
❑ Mercantile -retail stores (see Code Section 308.0)
❑ Residential -three or more family, hotel (see Code Section 309.0)
X Stovage - includes garage (see Code Section 309.0)
l' ❑ Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0)
❑New Tenant - for any of the above, please indicate (see Code Section 119.0 and Zoning By -Law Section 35)
❑ Teor Trailer - temporary
purposnt�e?
❑ Other:
3 Describe the proposal briefly, INCLUDE number of dwelling units and bedrooms or_occupant load as applicable, also existing
1 condition (if extra space is needed, attach an additional sheet):
SECTION - 7 TYPE OF. CONSTRUCTION OR WORK TO BE PERFORMED
New Construction and/or Addition (total gross cubic feet proposed) - indicate _ 46. 800
if the project is an addition to existing structure -total gross square feet of existing: 108,800
❑ Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration is required.
Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu. ft.) )� yes ❑ no
If yes, see Code Section 116.0.'Designer to submit Code Synopsis in addition to original plans.
Will this project require Peer Review (over 400,000 cu. ft.) ❑ yes 'R no (see 110.1 Code & Appendix I)
APPLICANT TO PROVIDE PEER REVIEW AT THEIR EXPENSE. -SEE 780 CMR.
❑ Demolition* - describe structure:
❑ Moving* - (provide copy of DPW moving' license) .
* Type of structure: < from where (plat/lot or address):
to where (plat/lot or address): number of dwelling units:
number of bedrooms per dwelling unit:
c.:\bldg. fomis\bldgapp.com Page 2 rev. Rmiiary 19, 2001
2002 LCOTAIMERCIAL 2002
LiReplacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlarged) EGRESS
dimensions must be maintained. Enlarged or new windows in an existing dwelling will be considered as an alteration, ofitherwise will
be included in new construction. (see Code Section 3603.21 for residential and Article 10 for commercial).
ElTemporary structure - includes, when allowed, trailers, tents and the like and only for limited periods of time. Describe:•
SECTION - 8 MECHANICAL & PRIMARY FUEL
ElFurnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
ElAir conditioning - (separate unit)
X None of the above to be provided
❑ Hot Water: Gas Electric Fuel Oil Other
SECTION - 9 SPRINKLERS AND/OR FIRE PROTECTION
ElRequired: plans provided plans not provided, why?
❑ Not required. not to be installed, why?
SECTION - 10 RE UTRED OFF-STREET PARKING for Zoning and Architectural Access
❑ Parking plan submitted to: Building Dept. Planning Board date submitted
Number of spaces - indoorsv outside total provided
Handicap spaces - required yes no if yes, how many as a part of the total required number_
Is Route 6 (State Road) entrance permit required? yes no if yes, has it been issued? yes ncb
Submit copy of application and/or permit as soon as available.
SECTION - 11 IDENTIFICATION
11.1 Architect/Engineer - for overall design
Company Name: RBH Hughes Corporation
Address: 63 Dexter St East Providence, RI 02914
Phone #: 401 434-0646
Certified by State of Massachusetts as: Professional Registered Engineer
Certification Number: 26804
Note: Signatures and seals on all plans. affidavits. & other documents SHALL BE originals and not reproductions.
11.2 Architect/Engineer -project supervision and reports
Company Name: RBH Hughes Corporation
Address: 63 Dexter ST, .E. Providence, RI 02914
Phone #: 401 434-0646
Certified by State of Massachusetts as: Professional Registered Engineer
Certification Number: 26804
Note: Signatures and seals on all plans. affidavits. & other documents SHALL BE originals and not reproductions.
11..3 General Contractor
Company Name:; J.J. Cardosit Inc.
Address: 28 Boston St East Prov. , RI 02914
Phone#: 401 435-6101 fax 401 435-6102
Construction Supervisors License Number CS 076091
Note: Si,=natures and seals on all plans a(Lidavits. & other documents SHALL BE originals and not reproductions.
c:\bldg..forms\bld 7h,,,com Page 3 rev,.. January 19, 2001
COMMERCIAL
I
2002 CoTNITNIERCIAL 2002
$25.00 APPLICATION FEE IS NON-REFUNDABLE & NON-TRANSrERABLE
SECTION - 12 ESTIMATED CONSTRUCTION COSTS
Item
Estimated Cost ($) to nearest dollar. To be completed by permit applicant
1. Building
50, 000.00
2. Electrical
-
3. Plumbing ;
4. Mechanical (HVAC)
5.Total= ( t + 2 + 3 + 4)
Estimated Total Cost Including Labor: $ 50, 000.00
SECTION 13A - OWNER AUTHORIZATION to be completed when owner's anent or contractor applies for building permit)
(please print)
I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
SECTION 13B - OWNER/AUTHORIZED AGENT DECLARATION
I, Drew CLmiings - as Owner/Authorized Agent hereby declare that the statements and information
on the foregoing application are true and accurate, to the best of my knowledge and belief.
Signender the pains and penalti f perjury.
01
5/15/02
Signature of Owner/Agent Date
SECTION 14 - INSPECTOR'S REVIEW/COMMENTS
l . Date plan reviewed: 5. DENIED (see project review worksheet):
2. 30 days to review period expires: Date:
3. OK to issue date: 1 U N 0 7 N o z 6. HOLD reason:
4. OK to issue subject to requested submittals (see project Date:
review worksheet): Date: 7. HOLD subject to Zoning Board of Appeals action:
8. Comments:
9. Inspector's Signature: l Date: JUN
ECTION 15 - APPLICANT NOTIFICATION
Applicant informed of above > Date: Time: Clerk:
Comments:
SECTION 16 -FEE/PERMIT NOTES
Total Permit Fee: r
Less Application Fee: 8 25.00
VU
Remaining Balance:
Gross Area -New Construction
Gross Area - Alteration
Permit Issued To:
c:\bldg. fors\bldgapp.com (/ Page 4 / rev. January 19, 2001 c:\bldg: forms\bld<,app.com Page 1
T,
.. DARTMOUTH BUILDING DEPARTMENT
DATE RECEIVED
_ 400 Slocum Road, P.O. Box 79399
ry Dartmouth, MA 02747
Y`
508-910-1820 FAX 508-910-1838
.APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A COMMERCIAL,13VILbING (includes 3 or more famiily dwellings)
THIS SECTION FOR OFFICIAL USE ONLY
RECEIVED BY:�Vj
BUILDING PERMIT NUMBER:;_
DATE SENT FOR REVIEW:
DATE ISSUED:
G
' DATE: 6
OK TO ISSUE -SIGNATURE:
Building Comm ioner/Inspector of Buildings
Zoning District: Ll Proposed Use: Storage Zone: ❑ C ❑ B ❑ A ❑ V Aquifer Zome
THE FOLLOWING AGENCIES SHOULD BE NOTIFIED:
❑ Board of ❑ Board of ❑ Con. ❑ Demo ❑ DPW ❑ Elee. ❑ EnergyRepolrt
Follow-up*
Appeals Health Com. Affidavit Card Sent&1'CIE
❑ Fire ❑ Gas ❑ Planning ❑ Sewer Card ❑ Water Cardr Division ❑ Zoning ❑ Other
Chief Cut Off Board* / Cut Off / Cut Off onnection Review*
* REQUIRES INSPECTOR'S REVIEW BEFORE THE OF A PE IT
.gPAA APPROVAL.
JUN f0 7
Zoning Review: Signa_.lty ate:
Energy Report: Signature: Date:
L
Fire Chief: Signature: "'r � ��� ���0 Date:
t—
Board of Health: Signature: Date:
Conservation Commission: Signature: Date:
Other: Signature: Date:
Description of 11'_ork Being Performed:
SECTION 1 - SITE INFORMATION
1.1 NUMBER OF PLANS SUBMITTED: , 2
1.2 SITE PLAN SUBMITTED: yes ❑ no)
1.3 Property Address: 28 Ventura Drive
1.4 Assessors Plat & Lot Number:
Nearest Cross Street: Faunee Corner Road
Bus. Name: APC Auto Body Phone# 998-9820
Plat 63 Lot d 3 - 9)
Total Land Area Sq. Ft.: 1.1 A
1.5 Water Supply (MGL c 40 § 54):
1.6 Sewage Disposal System:
CRMunicipal ❑ Private Well
U Municipal ❑ On Site Diisposal System
SECTION 2 - PROPERTY OWNERSHIP / AUTHORIZED AGENT
2.1 Owner of Record`.
Alvaro P Correia
28 Ventura Drive Dartmouth 998-9820
Nalne (print)
Contact Address Telephone
2.2 Authorized Agent:
Drew Cumings /_JJ Cardosi, Inc.
28 Boston, St E Prov,RI 02914 4ml 435-6101
Name (print)
Contact Address Telephone
rev. Januar 19, 20(