HomeMy WebLinkAbout15 Higgins Crowell Road - Site Plan 2\Movald\Id\Og733.38\cod\id\Planet \Og733.38-PLOT.dvq
Parking Summary Chart
Description I Existing I Required Provided
STANDARD SPACES (9'08') 74 32 ; 48
._..._..._..._..._...._..____................_....«_..._.__.............._.....__..._.__......_._�......_...._._._.............___....L__......_........_.....................-p........_..._._._..................._.......
MIN. N0. OF HANDICAPPED - STD.* (13'x 18') 32 f....__ ..2
_........_. _
v__.........____......_..
MIN. N0; OF HANDICAPPED... -....VAN i16 x 16 _.... __ ... �..._.._.___._...________..,,...____.._�...._...............
TOTAL SPACES +* 78 35 51
LOADING SPACES ++• } I 'ADEQUATE" } 1
* ADA REQUIREMENTS
*» ONE PARKING SPACE PER 7 OCCUPANTS:
(243 OCCUPANTS x 1 SPACE / 7 OCCUPANTS = 35 SPACES)
**= LOADING SPACES
Coning
Summary
Chart
Zoning Regulation
Existing
Required
Provided
Requirements
MAX. SHAPE FACTOR
, 16.6
22
16.6 _
MIN. SITE {LOT) SIZE -
n 68,978 SF. t
20.000 SF I.. 68,978
SF. t
MINIMUM LOT FRONTAGE
I 254 FT.
125 FT.
254 FT.
r __ ._..._
BUILDING SETBACK
-----------_
_________�_.__.____...�_._..___.
FRONT
1 30.72 FT.
30 FT.
57 FT. f
SIDE
1 100.28 FT.
25 FT.
30 FT. t
REAR
} 244.41 FT.
20 FT. ;
N.A.
PARKING SETBACK
FRONT
I -
20 FT. i
20 FT.
SIDE/REAR
;
10 FT.
10 FT.
_, _
STORIES/35 FT. j
37
Y
<35 FT. _
_
MAX. BUILDING HEIGHT 23 FT.
MAX. BUILDING COVERAGE
77
-
MAX. IMPERVIOUS 70.5%
-
PARKING SPACE SIZE -
70% �1- 68.1%_
10 FT • x20 FT. 10FT. x18FT.+_
LOADING
No. OF LOADING BAYS
1 1
'ADEQUATE" i
1
I
LOADING AREA I
___.�._..._.............................
...................�............_ ._
.
_..._._....__...._........._.I._..
__....... _, _._„ , ,,,,,
ZONING DISTRICT: B2 BUSINESS
* A VARIANCE WILL BE SOUGHT FOR SMALLER PARKING SPACES.
Sign Summary
KU.T.C.D. Specification Desc.
Number Width Height
R1-1 ( 30" ' 30'
(1 1 P
R5-1 j 30" j 30"
{ PA?"!
R7-8 j 92' 18'FC
I
I
R7 -8A 12" } 6" i AC(SSIBIE
I
s I
R3 -5R ! 12_ 18" "RIGHT TURN ONLY"
I
R3-2 i 30" 30"
! 51
ZONE BOUNDARY—N
e
QQ/ 47
s
h mJ
mry
MATCH EXISTING
PAVEfMENT
SAWCUT AND MATCH !
EXISTING PAVEMENT
GRADE (TYP.) LA
SAWCUT (TYF) �j 1_t SQs\
BSURFACE STORMWATER
I 0/ �k4t \ONF _ @2 INFILTRATION SYSTEM
PROP. VERTICAL COMPACTOR &PAD
(SEE ARCH. PLANS)
MONUMENT ,SIGN ,,� ,ASE[ �, g` PROP. DUMPSTER
r W NCLOSURE &
r , RIG0 ;`'• »„ ;!0 PAD (SEE ARCH. PLANS)
j `ti 1
LA
ROPOSED LEVEL
DRIVETHRU PAD
2 LA ,I
� I
2pNf•`2S RES ZONE BOUNDARY a R5 cti� S X
@? /pF R1�1 F 2 f
@US/NesTIA< 1 FS LA CC .<*• a t
CONC
DRETE " 7 •16
SIk�
LOADIN; AREA I a
J klu ATJEX
)�
�
TRANSFORMERi PAD 1 "' ' ( - � 'n PROP. DRIVE-THRU
i �` + BOLLARD iTNI�q1 m m CANOPY OVERHANG.
if r0� / !LATEST PIT
ISiS•].EYLHi;I
EASEMENT — 25' WIDE
ACR TYPE
B(S)
-LIMIT OF NEW CONCRETE
CURB
`fo UBSURFACE STORMWATER
INFILTRATION SYSTEM
.,LK
\� SAWCUT (TYP)
ACR TYPE
\ G(S)
NT OtBEGINN 5' CONCRETE
17TING
IKCA(/116 iz6v IDEWAMATCH EXISTING
PAVEMENT
BUS STOP
TO REMAIN x
R3-2
[TYPE 'B' SIGNPI ST
30 0 30 60
SCALE IN FEET
MI
. 11
` Vanasse Hangen Srustlin, Inc. a
101 Walnut Street, P.O. Box 9151
Watertown, Massachusetts 02471
} 617.924.1770 • FAX 617.924.2286
CONSULTANT:
DESIGNED BY: A JS
CHECKED BY: GG
APPROVED BY: EHM
ALAN L
CIAPP
NO. 33682
p/�oe/a9
STORE NUMBER: #4313
& C RTE 8 WOGS CROWELL
mgWM YARMOUTH, MA
PEVELOPER:
GB NEW ENGLAND II, LLC
14 BREAKNECK HILL ROAD
SUITE IOt
LINCOLN, RHODE ISLAND 02865
TEL (401) 721-1607
FAX (401) 721-1601
REVISIONS:
5/14/09 Pak TOWN COMMENTS
-
PROJECT MANAGER: A. MOURA
PLANNING ENGINEER: A. 511 -VIA
REVIEWED BY: G. GUARINO
PATE: � WNAY 15, 2009
JOB NUMBER: Og733.38
I �<H OF SSS
q� TITLE:
9q� yc
f RUSSELLJ. m
Bou ue LAYOUT AND
so
NO. 35353 ID MATERIALS PLAN
SHEET NUMBER:
C - 2--
Y�Z9//0
COMMENTS:
Local Approvals - Not Issued For Construction