HomeMy WebLinkAbout374 Route 28 Site Plan 2- - - - f
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_• O PARKING REQUIRED
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o m TOTAL BUILDING AREA 1453± S.F.
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p0- LOCUS STORAGE AREA 300/1 80± S.F. 1
OFFICE AREA 200/1 1373± S.F. 6+1 / // / 18
ROUTE 28 MAIN ST. iIs,
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SECOND FLOOR APART. 2 PER APARTMENT 2 / _�_
F
a 10 _ 2 = 5 + 2 = 7 1 /� // 2"cedar %i
7 REQUIRED - 9 PROVIDED 1�/ .a (6) / (3) <.
LOCUS MAP / /�� 1�9�CEN. TO CEN.
ALE: / PROPOSED
/ ARBORVIDAE / 5' HIGH p (2) 2" (4)
/ (ARB) / OAKS
/ 10.0'
/ (1) rho
20.4' 15.9 76
N/F // / / �v20.0'
FAIRWINDS TRUST / / �„
PAVEMENT DETAIL ASSESSORS MAP 30 / /
PARCEL 171 / 8'cedar� re YEW i
DEED 11976/265 / / 4"cedar ay„ relocate to (2)
relocate to 1
1" TOP COAT
D O° O D O O
O ° O ° 2" BASE
°
12" GRAVEL
/ 76 // / 4"cedar 10.0' 24u 0' �Rq�/C 20.0'
/ \ 'qG£ ebb
Q i qR � / 4"ced r
10.0'relocate o (4�
/ / (4"sprue
O reloco to (3)
GG/ 6"cedar O 15.5' o
/ \ reloco e a
to (6)\
N/F
WILLIAM R. ABBOTT
& NANCY A. DUBE
ASSESSORS MAP 30
PARCEL 186
DEED 12722/60
1)
(9) INDICATES REPLANTED
TREE LOCATION
/ S60s6,
/6"p pular �,� 8
/ 6"cedar 9?8
� 20.0' �; � 3"
ae o'or
ro
� w /6
15.9 / (5) �� /CONCRETE
/ 1J BOUND FOUND
BROKEN
4"cedar
6"cedar
4"cedar
W'
G�e 6" maple
PROPOSED 8" appl J \ \ 6"cedar
16.1 c MANHOLE i� F /
/ �tt, RIM = 15.4' �\
/ . INV. IN 12.2_ 25
PROPOSED 4" maple( N)
CATCH BASIN relocate o (5) F�
0 RIM = 14.9' <
�V V. OUT 12.4 25.5'SOIL TEST
0
APRIL 30, 1997, WITNESSED BY AMY VON HONE O ` Q
/ xi \�- Op pQ
0-10 A LOAMY SAND 10yr 4/2 \ \ // // 4z -
Q rye
10-16 B LOAMY SAND 10yr 6/6 \ / / Z
16-96 C MEDIUM SAND 10yr 7/6 /� // winterberry �Q Q A
1 / i / bushes 4X G
96-120 C2 COARSE SAND 10yr 8/3
EXISTING GROUND EL. = 14.9' -FORMERLY 14.3' \ r // Shp ��\ w�� PROPOSED
WATER ENCOUNTERED AT 7.7' ELEV. 6.6' NGVD // __ 4 \__ /
USING MIW-29 ADJUSTMENT OF 0.7 35MAIN ENT.
ADJUSTED GROUNDWATER ELEVATION 7.3" NGVD / tip 3• EXISTING
WALL LIGHT
l
16.0' ( - VAN
O
1
� G
5-7
#374
N/F/! / / \ 1 STORY EXISTING 1 1/2 STORY CAPE\ ��s O ro
ACILDE CRUZ / / /\ O / \ /CRAWL WITH FULL BASEMENT
ASSESSORS MAP 30 �, �O� / SPACE WOOD BUILDING 3
PARCEL 170 / O / p 2 OFFICE SPACE �� ��
DEED 12930/153 // < V \ 21'4 ± EXIT 2nd FLOOR LIVING SPACE =p 2p N`V
T.O.C. = 14.7' <o
Ist FLOOR = 15.7'1 PORCH <v� Cry
C) c' \ s11`
EXIT EXIT 18.2'±
ARB
/ EXISTING „ 3 1 STORY
PARKING STAL "'� EXISTING -071- /CRAWL
'� SPACE
FIRE HYDRANT // \ 10'x18' WITH POSTLAMP
TAG BOLT #111 / OVERHANG NEW SIGN ON GABLE
ELEVATION 16.16 / A
�� LOW WASHED LIGHTING PROPOSED
`STREET/ SIGN II / BOUND
�p01NT ,,YEW BENCHMARK
II BOUND FUUND SOUTHWEST CORNER74
Y UTILITY �, STOP,,//SIGN I OF CONCRETE STOOP
POLE I YEW o40pOs ELEVATION 15.36' NGVD 1
_ Il FOG I
O WATER }I \ARB BASS \
GATE }\ r j YEW S444 42.6'±
16, 1
\\\ }} ARB \
\\ LOTS 5 & 6
\ NEW SIGN TO BE IN 15,114± S.F.
\\ EXISTING SIGN LOCATION 0.35± ACRES 1
\\ \ WASHED LIGHTING \
_PROPOSED
PK
\ _1R NAIL SET ��\1 � \`--------_-
�----_--------
O�
�C
.28
f 24 O9 BJTULI7N`OUS 870 ` \ \
___ \ l 73
(7933/7'934 Sry r M q MINT q T GP,4 E � _ewgCK
n/ T
E yJGHWq y l' V CURBJNG PK UTILITY
VgR/4ek£W7prN) �R /�� NAIL SET POLE
C l
OWNER:
CHRISTIN HAYES
ADDRESS:
#374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MA 02673
ASSESSORS MAP
30
PARCEL NUMBER
187
DEED REF:
13631/292
PLAN REF:
250/71 - 66/111 - 285/9
ZONING:
B2 -BUSINESS
FIRM/FEMA:
250015 0005 D, 7/2/92, ZONE "B"
� z �
` � � �RgNITE CURBING
1j
N/F
TOWN OF YARMOUTH
ASSESSORS MAP 30
PARCEL 188.1
NOTE:
X-RAY / SILVER NITRATE RESIDUE
TO BE HANDLED AND REMOVED BY
"ALLIANCE IMAGING COLLECTION"
24" DIAMETER HEAVY
DUTY LeBARON
OR EQUIVALENT MANHOLE BROUGHT TO
ELEV-15.5' GRATE GRADE WITH BRICKS
OR REINFORCED CONCRETE
• S� GRADING RINGS.
j' FRAME TO BE SET IN
PRECAST CONC. LEACHING CHAMBER - FULL BED OF MORTAR.
FILTER CLOTH
TO MEET H-20 LOADING
ELEV=12.0- 12" CORR/ ALUM PIPE CONNECTION S=0.02%,
INV=12.2 >,
INLET
01:1,(
;,: ,:. , •0 0 0 0 0PEASTONE
0 M
Pn CRUSHED STONE�:ELEV 9.0'
.7' ABOVE ADJ.
ROUNDWATER
ELEV 7.3'
600 GALLON LEACHING CHAMBER DET
SHOREY PRECAST LCB -600 H-20
INLET FROM CATCH BASIN ELEVATION 12.2'
ALL OTHER INVERTS TO BE EQUALIZED AT 12.0'
TOTAL LEACHING AREA
BOTTOM = 24.0 x 24.0' = 576 s.f.
SIDES = (24.0' x 3' + 24.0' x 3') x 2 = 288 s.f.
TOTAL LEACHING AREA = 864 S.F.
NOT TO SCALE
PREPARED BY:
EAS SURVEY, INC.
141 RTE 6A, PO BOX 1729
SANDWICH, MA 02563
EDWARD A. STONE, PLS.
GRAPHIC SCALE
a 10 0 5 10 20
1 INCH = 10 FEET
DATE
SITE PLAN
LOCATED AT
40
REV. JULY 3, 2001
REV. JUNE 12, 2001
374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
AND ASSOCIATES
DATE: MAY 25, 2001
BARON LK 121 CATCH BASIN FRAME
D GRATE IN PAVED AREAS.
ET FRAME IN FULL BED OF MORTAR
FINISHED ROAD GRADE
OR GROUND SURFACE
RIM
MORTAR BED
Ail
RICK LEVELING COURSE AS REQUIRED
GRADE ADJUSTMENTS
2'-6" 18„-2FOR
COURSES MIN. 5 COURSES MAX.
CONIC2
SECTIOiNV.
OUT 12.4' 1PROVIDE
"V" OPENING
GROUT ALL AROUND
v=i
MORTAR ALL JOINTS
4'-6"
GREASE TRAP
O
I
:;,
MIN. 0.12 SQ. IN. STEEL PER
4'-O"DIA,
VERTICAL FOOT, PLACED
ACCORDING TO AASHTO
5"MIN
DESIGNATION M199
EL = 7.9
PRECAST
CONC.
CATCH
BASIN
NOT TO SCALE
PREPARED BY:
EAS SURVEY, INC.
141 RTE 6A, PO BOX 1729
SANDWICH, MA 02563
EDWARD A. STONE, PLS.
GRAPHIC SCALE
a 10 0 5 10 20
1 INCH = 10 FEET
DATE
SITE PLAN
LOCATED AT
40
REV. JULY 3, 2001
REV. JUNE 12, 2001
374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
AND ASSOCIATES
DATE: MAY 25, 2001