HomeMy WebLinkAbout88.91.1C1 - Proposed Site Modifications to Existing Drive ThruPRECAST CONCRETE CURB
W/6' REVEAL
BITUMINOUS CONCRETE SURFACE COURSE
LOAM AND SEED ---
BITUMINOUS CONCRETE
BINDER COURSE
LOAM AND
COMPACTED
GRANULAR
BASE
CONCRETE FILL TO LIMIT
OF EXCAVATION
CONCRETE FILL TO LIMIT---
OF EXCAVATION (2) NO. 3 BARS
PRECAST CONCRETE rHPP
PAVEMENT
MAP 98
PAR('.Fl 1
SAWCUT INTO
EXISTING __\
PAVEMENT
PAINTED
YELLOW
3" ..
EXISTING
DRIVE THRU
I
DETAIL OF RAISED BERM
(NO SCALE)
CLASS 1, TYPE 1-1 BIT. CONCRETE
BITUMINOUS SURFACE
BITUMINOUS BASE C(
MAP 98
PARCEL PARCEL Ill
AREA = 10,010±S.F.
1 4 +
+ +
+ + +
+
+/
NOT TO SCALE+
+
4 + v +
+ + +
4 + F
+ +
+
+ + +
+ + +
+ \4 .54-
4
12"
BASE ...... I. .............
SUBGRAIDE
BITUMINOUS BERM DETAIL
1 1, , = + , . + +. 11 , til°1, 1
101.7 SAY32" +
Inu In PAU Xurc vmmra
STOP 4 + +
(SEE SITE PLANS) �w
SIGN
—1 BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1 --- ---- -
k10T
20 BITUMINOUS BINDER COURSE EXISTING TREES TO DRIVE THRU
a -Am 1, TYPE 1-1 BT RELOCATED + I. p ii SIGN
(TYPICAL) —102— —
B
I—- J I
Z_
r i
STOP SIGN
'E� NO
+
CURB TO BE
0c +
0 REMOVED
12" PROCESSED GRAVEL BASE COURSE (OV, 'Ok�l
0
ACTED 95% DRY DENSITY AASIITO EST METHOD TREES SUPPLEIIENT AS III -- — — — — —
o
no,o 10 BUFFER UTILIZE EXISTING
(MASS. SPEC M1.03.1) _1100 .4
0
0 0 0,
NEEDED PER SECTION
EXISTING PAVEMENT
301.4.4 OF ZON14G BMW 'Y
TO BE SAWCUT AND
REMOVED DRIVE
COMPACTED SUBGRADE
-4 THRU
Mej
APPROX. LOCATION OF EXISTING
DRAINAGE STRUCTURES PER
STATION AVENUE CONSTRUCTION
PLAN SHEET 10 OF 45
I
nHdi
k,4 0.9 PROPOSED
PLANTING AREA
'C.ONCRETE PAVEMENT
3Al8G:,,
+ 4,
(NOT TO SCALE)
EXISTING
a zou
N,
LIGHT TO BE
RELOCATE
<4
OASTAL
EXIT 8 NIGINEERING
,OUIFOMPANY, INC.
pc,�,
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
TO
AGF
OLD TOWN HOUSE ROAD
LOCUS'
YARMOUTH, MA
KEY MAP
NO SCALE
LEGEND
PLAN REFERENCES:
FINISH GRADE
ASSESSORS MAP 88, PART OF PARCEL 91
SHOULDER
ASSESSORS MAP 98, PARCEL 2
SLOP
PARCEL A SHOWN ON A.N.R. PLAN OF LAND
_
PLAN BOOK: 593 PAGE: 37
ZONING DISTRICT. Ell
OVERLAY DISTRICT. AQUIFER PROTECTION OVERLAY
EXISTING
DISTRICT
THIS PLAN TO BE USED IN CONJUNCTION WITH DUNKIN
DONUTS SITE AND SEWAGE DISPOSAL SYSTEM PLANS
SD -1 THRU SD -4 REVISED 11/16/04
AND THE OFFICE BUILDING SITE AND SEWAGE DISPOSAL
SYSTEM PLANS SD -1A THRU SD -4A REVISED 3/23/05
PREPARED BY COASTAL ENGINEERING CO., INC.
Mej
APPROX. LOCATION OF EXISTING
DRAINAGE STRUCTURES PER
STATION AVENUE CONSTRUCTION
PLAN SHEET 10 OF 45
I
nHdi
k,4 0.9 PROPOSED
PLANTING AREA
'C.ONCRETE PAVEMENT
3Al8G:,,
+ 4,
(NOT TO SCALE)
EXISTING
a zou
N,
LIGHT TO BE
RELOCATE
<4
OASTAL
EXIT 8 NIGINEERING
,OUIFOMPANY, INC.
pc,�,
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
TO
AGF
OLD TOWN HOUSE ROAD
LOCUS'
YARMOUTH, MA
KEY MAP
NO SCALE
LEGEND
O
EXISTING
■ BOUND
MANHOLE
HYDRANT
ED TELEPHONE BOX
LIGHT POLE
TREE
-- 100-- CONTOUR
x101.9 SPOT GRADE
d
z
PROPOSED
SEAL
100 CONTOUR
! . 4,
W
+99.5 SPOT GRADE
HN
STOP LINE AND SIGN
i>
PAINTED MARKINGS
DRIVE
tie
THRU
PCC PRECAST CONCRETE CURB
BCB BITUMINOUS CONCRETE BERM
8 . ...... 0
BENCHMARK: 100.
TOP OF CONCRETE BO 5 �DRIVE
' ' � \\ ��/ � O
MAP 98 BOUND I I ��/ + 100-1
p THRU tl -1 �� I
+ +
ELEV.= 100.00 (ASSUMED) + t,•
+/ + +
PARCEL 90
14'1 - ----- +
Of
tI
4 + +
+
70/> +
EXISTING EDGE OF PAVEMENT
2 xIO0.7 1 PROPOSED LIGHT v +
+ 10
+
4
N
127.90' N 43-56-45- + +
L *nO NOT ENTER*
+ + 41 F + + JI +
J
SIGN %
+ N 00.3 - 1 11 -.1-LT15 + +
+ + + + __er
x
X1
10
T 4 + A 00.1=
4 + + + +
7__ -4 j- -1 +
-1 IF -F —I +
I i� �100� 4 + 4%, +
x + +
+ if i 'Im/ +
+ ------ —7 __RAISED + +SS + I
SUN + +
+ 100, + 4
PARCEL
4 + + + + + +
A f +
1 4 1 ----- — + + + + C�)
+ F + _%� +
+
1.97± ACRE
DRAINAGE 4
'EA
SEMENJ
4
7,1 9
4 4
+ +
+
+ +
+ +
+ + +4
+ + +
4 + + + + i.
+
+
4A + + +
+ 4 + EXISTING BUILDING, I I
+ + +
+
+ +
+ + +
+ + + +
it i + +
DRIVE
+ + +
+ THRU + MAP 98
+
+ + + + PARCEL 4
+
+ +
+ 4 + 41
+ 4 4+
\+ i +
+
+ + i
+
r lid +
+
RL + F + +
+
/ �' \ /
+ +
+ + +
I
+ +4 + + + + MAP 98
7 1 4 PARCEL83
+
A P +
+ + 4 + + + +
+ + + +
+ 4
+ + + y+ i 14i + + + + + + + + 4 -L-
-1 +
+ F + -,. 1� - + + + +
+ + 2.
+ + +
+
. . ............................
\ / \
Qt
220.00' S 4244!40* W r
I EXISTING EDGE OF PAVEMENT
R=39.2=25.07' 0 FORSYM AVENUE
L
(PRIVATE WAY)
PLAN
PARKING TABLE
Ile -
OFFICE BUILDING USE GROUP: 08
OCCUPANCY FACTOR REQUIREMENT
47 OCCUPANTS X 2 OCCUPANI SPACE TS = 24 SPACES 0
Q
DUNKIN DONUTS USE GROUP: H10 N
61 OCCUPANTS X 3 1 OCCUPSPACE = 21 SPACES
ANTS
TOTAL SPACES REQUIRED OFFICE BUILDING = 24 SPACES
TOTAL SPACES REQUIRED DUNKIN DONUTS = 21 SPACES
TOTAL SPACES REQUIRED ON SITE = 45 SPACES c)
TOTAL PROPOSED PARKING SPACES ON SITE = 46 SPACES
(INCLUDING 3 VAN ACCESSIBLE HANDICAP PARKING SPACES)
O
U
TRE NOTES:
SECTION 301.4.4 OF THE ZONING BYLAW REQUIRES THAT WITHIN THE REQUIRED BUFFERS SCALE AS NOTED
BETWEEI THE PARKING AREAS AND PROPERTY LINES (20- STREET, 10' ABUTTERS) EXISTING DRAWING FILE
TREES OF AT LEAST e CALIPER BE MAINTAINED. IF SUCH TREES DO NOT EXIST 30 CALIPER C16229 -drive thru.dwg
TREES (MTH EXPECTED MATURE HEIGHT OF AT LEAST 20) SHALL BE PLANTED AT DATE
INTERVALS NOT EXCEEDING 20' IN ALL BUFFERS. PLANTED TREES WHICH DIE SHALL BE 10124105
REPLACED. DRAWN BY
SECTION 301.4.6. OF THE ZONING BYLAW REQUIRES THAT AT LEAST ONE TREE OF Y SMR
CALIPER OR LARGER PER 8 CARS BE LOCATED WITHIN THE PARKING AREA IN SOIL PLOTS CHECKED BY Um
OF NOT LESS THAN 40 SQUARE FEET OF UNPAVED SOIL PER TREE IN ADDITION TO ABOVE
REQUIREMENTS. 4 TREES ARE REQUIRED; 4 TREES ARE PROPOSED.
NOTE: NO TREES ARE TO BE PLANTED IN THE DRAINAGE EASEMENT PORTION OF THE
STATION AVENUE BUFFER
I R
I r
I inch - 20 ft.
3/ IL LIGHTING
1. EXTERIOR LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH SECTION 301.4.10 OF THE
be
ZONING BYLAW. L2
of _L SHEETS
o PROJECT NO.
C16229.00