HomeMy WebLinkAbout46 Commonwealth Ave - Plan 3I
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EXIT 8
ROUTC
: 1„OGLA,S fir.
AS ESSORMAP 8 PARCEL 83
S - YARMOUTH, MASS.
KEY MAP
�/ \ I r \ NO SCALE
EXISTING CONCRETE \ \ \
1500 GALLON GRAMP TO REMAIN i
15 +28.51' cx' ['C[- [' /'�C
PROPOSED \s > SEPTIC TANK 1, ASSESSORS MAP 98 PARCEL 87 \ PLAN REFERENCE. --
10')V CRCNI�C>
EXISTMG CHAIN \ �0 48L x TW. z 2b. �� J 10'x6' LEACHING BASIN-'� AREA = .951 ACL1 \
\ LEACHING CHAMBER µ - _ FOR ROOF RUNOFF �'�� \ 16 t \
� LINK FENCE TO -- �
--
BE REMOVED — 60— _ --' — — — — — — — — — - — 1 \ PLAN BOOK: 263 PAGE 80
NQ \ =
DOH#2
PLAN'BOOK: 397 PAGE: 8 _
/ N i \
_ ASSESSORS MAP 98 PARCEL 87
21'* - - - - - - - �
/ +57.0 I D -BOX j } /
17'1
- ,
+57.0
ao' ' RESERVE O ! DUS77NG WAREHOUSE TO BE RENOVATED. TOP OF SLAB ELEVADON = 60.91 AT® LEGEND
1 (�.)
5 / _ 1]OSITNC SEWAGE i \`Ie ' / / _ \ � XIS
I I EX15nNc EDGE ASSESSORS MAP 98 - j E/1 IJ TING
OF PAVEMENT (SEE NOTE D 6
PARCEL 88
! i ® BE � T TOT � . � \ . 11 CATCH BASIN
cl�RUI EL 56.2 DOH$1 / GAS FRONT OF BUIL�DI C G''
m '�° MV. OUI
EL -52. 1, METER A \
\ Ts -04 GAS VALVE
ASSESSORS MAP 98 12' BfL CONC - `...'i " PROPOSED CONCRETE SIDEWALK �'- "� � ,
PARCEL 86 I+ i `'BERM (TYP.) I �_"—f C
wv
L� D4 WATER VALVE
{�� yc_� 10' i i EXISTING 4 ✓key UTILITY POLE
�1 ' - ). - ` \ " / - 1;5�.) N a No INV. IN 1 , �.� DRIVEWAYS \ .
MV. N EL -51. /� Yom/ �� INV. IN EL =51.7 ._-< ; ,,, y:; v (TYp.) EL=58 8 , 1 j� �� �; iD'
,, — T — TELEPHONE UNE
\ INV. OUT EL=51.BJ / / �< INV. OUT EL -51.8 L8 -���' \Y °'g 8' c� //f (TYP.)
\ 1
EXISTING INV. IN EL=58.3 L i / J \ + i 1JMH 2 = J } \
— — GAS MAIN
13' HDPE DRAIN PIPE 13 7
� — <Pas, I TELEPHONE BOX �--t 59.7 \ INV. IN EL 58.8 �- 60.7+ ------- � } -------------- ------ — l _ ,
.59.3 383.25' �� . AI. INV. OUT EL -5&7 DRAIN SLOPE 1X \ w - WATER. LINE
\ T A -
T t T o , u/P s9�/ 10 CONTOUR
U/P-5 T p Ps �y /
��' .'5 =54.8 \I U%P/4 T T
I INV. OUT EL=5'.8 �." I` 1 EXISTING EDGE OF PAVEMENT / EXISTING CURB CUT 60.4 61.1 ..,0.3
I x59.2 SPOT GRADE
I I / OR -1 `a EXISTING UTILITY POLE PROPOSED= EXISTING CURB CUT -� 1
/ INV. IN EL -5&5 / TRENCH DRAINS 1 \
1 %/ WV. OUT FL=58.4 AND TELEPHONE BOX
In � RELOCATED
SENC7-LLIAPKe - I - - -._ .�;.5 �, PROPOSED
:Dc N7;= EOU"r^,, COMMONWEALTH AVENUE xECS
I ELEV.= 53.19 (ASSUMED DATUM) �g �40' WIDE // xF+2 c G c 60 CONTOUR
+59.2
eas 17 � , ' SPOT GRADE '
1 ,
1 - NOTE
1 THE`DRAINAGE DESIGN BASED UPON A 25 YEAR
N STORM EVENT, USING NRCS UNIT HYDROGRAPH
1 METHOD AND INTELUSOLVE HYDROCAD SOFTWARE.
PLAN
_ l SCALE: 1'= 20'
(THIS AREA SERVED BY TOWN WATER)
?1`
INSPECTION' NOTE
r % I INSPECTIONS)
THE STATE ENVIRONMENTAL CODE,' TITLE 5, REQUIRES '
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
PARKING TABLE
RE UIllZE _EVEN f
BUSINESS (WAREHOUSE) - 52 OCCUPANTS (CALCULATED PER MA. STATE BLDG. ,ODE) 1 SPACE = 26 SPACES
2 OCCUPANTS
TOTAL SPACES REQUIRED 26 SPACES
TOTAL PROPOSED PARKING SPACES = 26 SPACES 3 0
(INCLUDING 1 VAN ACCESSIBLE HANDICAP PARKING SPACE)
0v
q0
ZONING DISTRICT: B-3
USE WAREHOUSE UNITS
SUBJECT
REQUIRED
PROPOSED
LOT AREA
40,000
41,555±SF (EXISTING)
FRONT SETBACK
30 FT
30'f (EXISTING)
SIDE SETBACK
10 FT
16'f (EXISTING) '
REAR SETBACK
30 FT
7't (EXISTING) '
MINIMUM PARKING SETBACK
10 FT
12'f
MAXIMUM BMX;. COVERAGE - 12,110±S.F./41,555±S.F.
35% (MAX.)
29% f
IMPV. SURFACE COVERAGE - 25,746±S.F./41,555±S.F.
70% (MAX.)
62% f
BUILDING HEIGHT
35 FT. MAX.
(SEE ARCHITECTURAL PLANS)
NUMBER' OF PARKING SPACES (INCL HCP)
26
26
INSTALL411ON CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
I HEREBY CERTIFY THAT THE EXIS PING AND SITE REQUIRED INSPECTIONS.
FEATURES ARE SHOWN AS THE ,`sT�?E GROUND
�a MARK °fr
A
DATE: Ub,. l o0 2. Y
N 40975
P.L.S.:
NOTE
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
LOCAL BOARD OF HEALTH REGULATIONS.
. V_ol
r
. C15728.00
NO.
DATE
- REMSION
BY
SHUT TITLE
SITE & SEWAGE
(FOR THE REDEVELOPM
DISPOSAL SYSTEM PLAN,",
NT OF AN EXISTING COMMERCIAL BUILDING)
PMECT NO.
C15728.0G
AS -NOTED
DATE
8/1/02
PROJECT
BAY ES ELECTRIC
COMMONWEALTH AVE. YARMOUTH, MA
DRAWN By
SMR
0"00 By
DRAWING
Ci5728.d*g
COAStAL ENGINEERING
PROFESSIb � 'COMPANY, INC.
AL ENGINEERS & LAND SURVEYORS
260 CR,ANB�RRY HIGHWAY`
cRLEANS, MASS. 02653
508 255-6511
OF, zi;IHIEEIS
r
. C15728.00