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ASSESSOR. MAP 98 PARCE 83 - YARMOUTH, MASS.
— ,60_ —. KEY MAP
NO SCALE
EXISTING CONCRETE
/ PROPOSED RAMP i0 REMAIN \
PROPOSED\��l1500 oSEFrnC K 428.5,' /ill\ ASSESSORS MAP 98 PARCEL 87 µ \ PLAN REFERENCE.
0 481. X 7'W. x 21). o\ J 10'x6' LEACHING BASIN AREA = .95t AL\\ \\
/ 1 EXISTING CHAIN \ 4E LEACHING CHAMBER FOR ROOF RUNOFF
/ LINK FENCE TO PLAN BOOK: 263 PAGE: 80
/ h BE REMOVED ^ — — -50— - — — — — — — — — — — — —_ _ _„_ 1s't \ PLAN'BOOK: 397 PAGE: 8
\
a _ DONAz \ _ ASSESSORS MAP 98 PARCEL 87
N / \
O ✓ - - - _
21'3
+57.0 I D --BO
+57.DLEGEND
! O! EXISANG WAREHOUSE TO BE RENOVATED. TOP OF SLAB ELEVATION = 60.91 AT AO
10' fRESERVE
AREAI -
EXISITNG SEWAGE ASSESSORS MAP 8 _ 7 - EXISTING
V I EXISTING ERGS
( D 6 'h \ PARCEL 88 5 CATCH BASIN
OF PAVEMENT ® (SEE N07E ROOF DOWNSPOUT TO
BE PIPED M
— \.
RIM EL -56.2 ` DOHpt (/ METER LEIFRONT OF BUILDING AT A \ cv
GAS N GAS VALVE ,
INV. OUT EL=52.2 .
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PROP osID CONCRETE SIDE1vALx” <
E "l
�1Y BIT. CONC.
pQ WATER VALVE
ASSESSORS MAP 98
BERM (TV.} -
� GPARCEL 86
\ I _ G Rs. _ _5s— —��� —aa� I %-' 10' ^ N 3 EXISTING UTILITY POLE
tom.) E1 -5&6 ✓ j� ' �� to DRIVEWAYS T _ TELEPHONE LINE "
EL .7 J `, . MV. IN EL -51.7 ._-< ;
INV. IN —�� ' B 6, (TVP.) \ I — "G — _ GAS MAIN
7 MV. OUT EL -51.6 L@ ._, t� DMN 2 AIN --- \ I —
\ INV. OUT '51 .6
MV. M EL=58 3 n i \ - /%
\ / / ( EXISTING <' 59.7 ' `. + a INV. IN EL=5&8 J 60.7+ .......
-- - 60 + - --------------------- B' F�PE DRAIN 1F'IP- 60 7+ i \ w WATER. UNE
P2 ; TELEPHONE BOX INV. OUT EL 5&7 DRAM SLOPE
x59. 383.25' .MAIN SLOPE I
T `` r T T .�. ., T I 1 -T - T 8 �s. ?4\ oo Ago U/P-695/6. --10-- CONTOUR
vpL,.. /\ a7 T r
5 MSV. OUT E.8 5'.B I - I / EXISTING EDGE aF PAVEMENT ` EXISTING CURB CUT -� k60.4 ... _ 'x59 2 SPOTGRADE
( EXISTING UTILITY POLE
DHH_1 XITIPROPOSED
EXSTNG CURB CUT \
s
MV. IN EL -58.5 % AND TELEPHONE BOX
i , I
W. OUT EL -%4 TO BE RELOCATED PROPOSED
BENC/NFA4AM, CP --{r pry„0 COMMONWEALTH AVENUE //`
/ ELEV.= 53.19 (ASSUMED DATUM) 60 CONTOUR
4 ---cc GI
N (40 WIDE)-- +59.2 SPOT GRADE
60 8 7
NOTE:
THE, DRAINAGE DESIGN BASED UPON A 25 YEAR
STORM EVENT, USING NRCS UNIT HYDROGRAPH
METHOD AND INTELLISOLVE HYDROCAD SOFTWARE.
1
v
PARKING TABLE
REQUIEMENT /
BUSINESS (WAREHOUSE) - 52 OCCUPANTS (CALCULATED PER MA. STATE BLDG. ADE) 2 OCCUPANTS= 26 SPACES
TOTAL SPACES REQUIRED 26 SPACES
a
TOTAL PROPOSED PARKING SPACES = 26 SPACES
(INCLUDING 1 VAN ACCESSIBLE HANDICAP PARKING SPACE) v
� 6 0
ZONING DISTRICT: B-3
USE: WAREHOUSE UNITS
SUBJECT
REQUIRED
PROPOSED
LOT AREA
40,000
41,555±SF (EXISTING)
FRONT SETBACK
30 FT
30'f (E)ISTING)
SIDE SETBACK
10 FT
16't (EXISTING) '
REAR SETBACK
30 FT
7'f (EXISTING)
MINIMUM PARKING SETBACK
10 FT
12't
MAXIMUM BLDG. COVERAGE - 12,110±S.F./41,555tS.F.
35% (MAX.)
29% t
IMPV. SURFACE COVERAGE - 25,746±S.F./41,555±S.F.
70% (MAX.)
62% t
BUILDING HEIGHT
35 FT. MAX.
(SEE ARCHITECTURAL PLANS)
NUMBER' OF PARKING SPACES (INCL HCP)
26
26
HEREBY CERTIFY THAT THE EXIS AIC3 8 - DING AND SITE
FEATURES ARE SHOWN AS THEY, ,SE GROUND
r
MARK oyL.. ..
M
DATE: 061. I o0 2. r' r,. Y
40975
P.L.S.:\ 0�4
v
- NO. DATE REVISION BY
SHEET TITLE I PROJECT NO.
Cl
NOTE SYSTEM PLAN AS -NOTED
SATE &SEWAGE DISPOSALS •
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO DATE
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL (FOR THE kDEVELOOMENT OF AN EXISTING COMMERCIAL BUILDING) d 8/1/02
✓ CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND PROJECT DRAWN BY
LOCAL BOARD OF HEALTH REGULATIONS SMR
BA YNES ELECTRIC
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