HomeMy WebLinkAbout374 Route 28 Site Plan 4__
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_ oo PARKING REQUIRED
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_ m TOTAL BUILDING AREA 1453± S.F. ' i / WILLIAM NR.FABBOTT
& NANCY A. DUBE
rte = LOCUS o STORAGE AREA 300/1 801 S.F. 1 ASSESSORS MAP 30
OFFICE AREA 200/1 1373± S.F. 6+1/ / 6 PARCEL 186
ROUTE 28 MAIN ST. / / / 6,� DEED 12722/60
co
/ S
rri
A SECOND FLOOR APART. 2 PER APARTMENT _2_
10 _ 2 = 5 + 2 = 7 / 2"cedar,
4.
7 REQUIRED - 9 PROVIDED(6)
/
LOCUS MAP /1 1'CEN. TO CEN.
NOT TO SCALE: PROPOSED / �LLJ
9
Fac` TREE �CC Lj,Cti
ARBORVIDAE / O '*10 (2) 2 (4) NcF
/ (ARB) / OAKS
S6
10.0' / ��,,. OS6 4 ,
20.4' (1 6 .0 //6"popular 7' Oe 69
N F / / �•0 6"cedar
15.9 26.
FAIRWINDS TRUST 20.0' ' 20 2"
PAVEMENT DETAIL ASSESSORS MAP 30 C 3'
PARCEL 171 / / 8"cedor 2" YEW / .0' ^ - °eC
DEED 11976/265 / / 4"cedar relocate to (2) i / " - s °r raw
/relocate to 1 / All / 76
1" TOP COAT
° o e o e ° ° e
° e ° 2" BASE °
e
\ 12" GRAVEL
/6\ // / 4„cedar 10.0' 2yooRA�gCTg9 20.0' 15.9
/ / /CONCRETE
/
O CFAR q / 4"cedar '4 /' \ /JBOUND FOUND
/
relocate to 4 ( � 10.0' (� '/ � � 'k,, BROKEN
O4"spruce 7/ ��� �. 4"cedor
1 - relocate to (3)
GG /
// 6"cedar O 15.5' / o ( 6„ cedar 4"cedar
/ / I 0 _ 6" maple
PROPOSED/ ° g" aPP1e /� �� 6"cedar
/ 15 / / 16.1 G+ MANHOLE
RIM = 15.4' LeBARON LK 121 CATCH BASIN FRAME
INV_IN 12.2 25. O�%�' /� �'� AND GRATE IN PAVED AREAS.
PROPOSED 4" mapI�MIN) / �'� 03
CATCH BASIN relocate to (5) �} / 8" 8" SET FRAME IN FULL BED OF MORTAR
FINISHED ROAD GRADE
G RIM = 14.9' j p0 RIM = 14.9 OR GROUND SURFACE
WG NV. OUT 12.4 25.5' �� ���Q O�� MORTAR BED
SOIL TEST Oi / / / F RICK LEVELING COURSE AS REQUIRED
APRIL 30, 1997, WITNESSED BY AMY VON HONE / / \ a 16.0' �� VAN %FOR GRADE
-Ci OOcQ / �4� [ -6" 18"-24" 2 -O, 2 COURSES M N. 5TMENTS
COURSES MAX.
0-10 A LOAMY SAND 10yr 4/2 \ / / / �4Q7 / SOC ON ` SOc \
10-16 B LOAMY SAND 10yr 6/6 y // / �Q� 9p• y . 7SO ® /INV. OUT 12.4' 12" RCP }
_ PROVIDE "V" OPENING
/' / 1'-0" /-GROUT ALL AROUND
16-96 C, MEDIUM SAND 10yr 7/6 // /�� / winterberry �Qv4z 4 \ 15.1 y
96-120 C 2 COARSE SAND 10yr 8/3 // O // bushes ti�O ��tv\ 0 WAOSHEODED /\J�
cn 5./, --MORTAR ALL JOINTS
\ � 4'-6" GREASE TRAP o y
EXISTING GROUND EL = 14.9' -FORMERLY 14.3' /' � /� �o\ � � � � LIGHTING I � f
WATER ENCOUNTERED AT 7.7' ELEV. 6.6' NGVD // O �4 / i, PROPOSED /
USING MIW-29 AOJ;:S7VrNT Cr C.7' / \ / js MAIN ENT. 1"CLEAR +.
ADJUSTED GROUNDWATER ELEVATION 7.3" NGVD / \{ j• EXISTING MIN. 0.12 SO. IN. STEEL PER
WALL LIGHT CRAWL 4'-0"DIA. VERTICAL FOOT, PLACED
374 SPACE ACCORDING TO AASHTO
/// Z�� 5"MIN DESIGNATION M199
N/F �� i / \ 1 STORY EXISTING 1 1/2 STORY CAPE �/ OM.
ACILDE CRUZ / O / /CRAWL WITH FULL BASEMENT EL 7•9 6'
/ z SPACE WOOD BUILDING
ASSESSORS MAP 30 / O�
DEEDRCEL 12930/053 0 s /' Ve°�� 2, 4± OFFICE &SPACE v� �`� ��° PRECAST CONC. CATCH BASIN
EXIT 2nd FLOOR LIVING SPACE ham' 20
/ 6 T.O.C. = 14.7' �� h NOT TO SCALE
/ 41j \\ / Ist FLOOR = 15.7'± PORCH �} <v`
-ARB„ EXIT EXIT 18.2'±
ARB
/ O EXISTING Ip, 1 STORY
/ PARKING STALL`
EXISTING /CRAWL PREPARED BY:
FIRE HYDRANT / � ' \ � 10x18' WITH POSTLAMP� SPACE ,
EAS SURVEY, INC.
TAG BOLT #111 / �� OVERHANG NEW SIGN ON GABLE
i;
ELEVATION 16.16 / LOW WASH\D LIGHTING PROPOSED 1 141 RTE 6A, PO BOX 1729
TH
`STREET/SIGN li / BOUNDYARMOFOUNDPOIV
�,YEW BENCHMARK � ���, \ ' SANDWICH, MA 02563
SOUTHWEST CORNER - _
Y UTILITY , STOP /SIGN II p OF CONCRETE STOOP lq
POLE �o moi/ V II YEW 4G oz
ELEVATION 15.36' NGVD
11 \
ii SFO I ♦ �k� y �� EGWARD ?-
,t
WATER �!i!_ CRASS � S»�ae
GATE I\ 1 YEW S _
PrU X3"71 '
� U N : I 1 Na �a� C
\\\ 1 ARB ASF 42.6'1 k
9
.e ! P� ? 1 i s 1 GI$lf.Rt
\ sow - 151E •� f / �, � '
\\L�p 1� LOTS 5 & 6 rsalnr,, `� J '1.� �,� ���; S.c.:* 7- 3-0/
\\ \ NEW SIGN TO BE IN 15,114± S.F. \ EDWARD A. STONE, PLS. DATE
\\ EXISTING SIGN LOCATION 0.35± ACRES 1 ��J
\\ \ WASHED LIGHTING
-PROPOSED \ GRAPHIC SCALE
\\ `\ \
PK �� �'` \ 10 0 5 10 20 40
RNAIL SET �\\` `� \--------
7 - ---
/� `\````����� 1 INCH = 10 FEET -
6 epGfY
Or � f ?4 Og B/7 �U \
N
17c 3/lg P VeM fNj g zz �, SID
F` q k l3
3a Sr M/j/ C _� \1
A E N/CNpyAY ' /� Rq ?f CURejNG /
S / R UTILITY
VARIA6(e wl prN / � NAIL SET � POLE
OWNER: CHRISTIN HAYES
ADDRESS: #374 MAIN STREET (ROUTE 28) `
WEST YARMOUTH, MA 02673 _
ASSESSORS MAP 30
PARCEL NUMED BER 13631/292 - `\\` f DCe OF PA�E�EN
PLAN REF: 250/71 66/111 285/9 z:_ GR
ZONING: B2 -BUSINESS zz
AN/Tf
FIRM/FEMA: 250015 0005 D, 7/2/92, ZONE "B" CUh'BI
24" DIAMETER HEAVY
DUTY Le BARON
OR EQUIVALENT
•
MANHOLE BROUGHT TO
ELEV=15.5
GRATE GRADE WITH BRICKS
OR REINFORCED CONCRETE
GRADING RINGS.
FRAME TO BE SET IN
PRECAST CONC, LEACHING CHAMBER y
FULL BED OF MORTAR.
FILTER CLOTH
' TO MEET H-20 LOADING
ELEV=12.0 12" CORR/ ALUM PIPE CONNECTION 5=0.02'
INV=12.2
• INLET
•
• 0 0 0 0 0 0
I a ,: •' :'... .•:;
PEASTONE
o� •' 0 0
'
I w 1 1/2.
CRUSHED STONE 0 0 0
a
• .Y
ELEV 9.0'
7.7' ABOVE ADJ.
GROUNDWATER
ELEV 7.3,
4' 6'-0" 4'
600 GALLON LEACHING CHAMBER
DETAIL
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'x3'+24,0'x3')x2= 288 s. f.
TOTAL LEACHING AREA = 864 S.F.
NOTE
N /F
TOWN OF YARMOUTH
ASSESSORS MAP 30
PARCEL 188.1
X-RAY /SILVER NITRATE RESIDUE
TO BE HANDLED AND REMOVED BY
"ALLIANCE IMAGING COLLECTION"
REV. JULY 3, 2001
REV. JUNE 12, 2001
SITE PLAN
LOCATED AT
374 -MAIN .STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
I
AND ASSOCIATES
I
DATE: MAY 25, 2001