HomeMy WebLinkAbout796 Route 28 Proposed Site Plano
50
20.0
EXISTING 10000
2 TREES DD 2 TREES
i
Q
O REOMOuuuuVE GREASE TRAP,
Op 23.00 �T,4tt HOLDING TANK
LID I PER DETAI
TCH BASI EXISTING BLDG.
EL 8.28 FF ELEV 13.94
-6.7% TO BE REMOVED
EXISTING gO
0 /
PROPOS D /
9 SLAB /EL 11.60
�6 s
RAZALCA i
6 PLCS
�p0.130
F
VC -2 ZONE R3
USE - L-5 PER 202.5
FLOOD ZONE - AE -11
PARKING CALCULATIONS
EMPLOYEES 8
RATE 1/2 EMPLOYEES
SPACES REQ'D 4
PROVIDED 8
SITE COVERAGE PROPOSED
BUILDING
3600 SF
PAVED
8489 SF
TOTAL
12089 SF
COVERAGE
62%
R:MOVE EXISTING
SEPTIC SYSTEM
ADD
0.92 1 T1
6" ROOF DRAIN EXISTING
4 PLCS. BENCHMARK: CATCH BASIN
MONITOPING IiELL RIM 9.18
..., vn sg Nr:VD 83 /1
21.5' x 21.5'
"
LOCUS
GENERAL NOTES
1) ALL WORKMANSHIP AND MATERIAL: SHALL CONFORM TO
314CMR18.00 THE STATE ENVIRONMENTAL CODE FOR INDUSTRIAL
WASTEWATER HOLDING TANK AND CONTAINER CONSTRUCTION,
OPERATION, AND RECORD KEEPING REQUIREMENTS. AVAILABLE
ONLINE AND FROM STATE HOUSE BOOKSTORE 1-617-727-2834,
AND TOWN OF YARMOUTH RULES AND REGULATIONS FOR
HAZARDOUS WASTE WHICH ARE INCORPORATED HEREWITH BY
REFERENCE.
2) CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES.
CONTACT DIG -SAFE AND LOCAL WATER DEPARTMENT 3 BUSINESS
DAYS BEFORE BEGINNING CONSTRUCTION.
3) CONTRACTOR RESPONSIBLE FOR OBTAINING ADEQUATE
HORIZONTAL AND VERTICAL CONTROL.
4) CONTRACTOR SHALL LOCATE ALL EXISTING SANITARY
FACILITIES ON PREMISES NO LONGER USED AND PUMP, AND FILL
OR REMOVE SAME IN ACCORDANCE WITH LOCAL REQUIREMENTS.
5) PIPING TO B`- INSTALLED PER 248CMR: BOARD OF STATE
EXAN11NERS OF FLIjhBERS AND GAS Fll'�ERS.
6) UNLESS OTHERWISE SPECIFIED, EXISTING AND FINAL GRADES
SHALL REMAIN ESSENTIALLY UNCHANGED.
7) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING RESTRICTIONS AND/OR REGULATIONS.
OWNER/APPLICANT MUST OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
8) IF ANY DETAIL OF THIS PLAN IS NOT UNDERSTOOD, CONTACT
DESIGN ENGINEER AT 508-394-1960.
9) INSTALLATION TO BE SUPERVISED BY DESIGN ENGINEER. 48
HOUR NOTICE IS REQUIRED FOR INSPECTION OF DRAINS AND VENT
PIPING AND INSTALLATION OF TANKS. DESIGN ENGINEER TO
CERTIFY INSTALLATION TO DEP AND TOWN OF YARMOUTH BOARD
OF HEALTH.
10) SITE LIES WITHIN FLOOD ZONE C AS SHOWN ON MAP 250008
0005 B DATED 09-30-80.
11) KEEP A BOARD OF HEALTH AND DEP APPROVED COPY OF THIS
PLAN ON JOB SITE DURING CONSTRUCTION.
12) VISUAL AND AUDIBLE ALARMS FOR HIGH WATER AND LEAK
DETECTORS TO BE INSTALLED ON SEPERATE ELECTRICAL CIRCUIT IN
STAFFED LOCATION. ELECTRICAL PERMIT REQUIRED.
13) A CONTRACT WITH AN APPROVED SANITARY WASTE
CONTRACTOR IS A REQUIREMENT FOR ISSUING A PERMIT PERSUANT
TO THIS PLAN.
0 6 XIRD SIGN +So K'n�-
,P925' x 3 6'x13' NE /
�Yr
ARBOR NTA ER, TOP 11.37
NCH *4 n 69 � Yarmouth Health Department
PROP �� I� `� - APPROVED
PIT � h
2 .0 HI _ _
oaARgE E 2�3 ,,716
4 PLCS A
i �� O� !\ar;c Dae
0.44 AG f SIGN: ROAD
19359 SF .+ INTERSECTING
X96 RIGHT
11 � 41
PROPOSED SITE PLAN aER@[Rae[pko
LOCATION: 796-798 RT 28 SO. YARMOUTH MA MAY + < 2016
MAP/PARCEL: 33/50 HEALTH DEPT
PREPARED FOR: MARIE CARONISILVER CLOUD TOWING
SCALE: 1:20 DATE: 08-11-15 rev 05/11/16 'dam
.Y P,t�los=rr,�r�
DAN A. SPEAKMAN CONSTRUCTION GE9
N
10 0 10 20 30 1 \ YOUI
SCALE 1 20 ! SPEAAb 3D 118
KMAW �m
No. 39402 y LAND SURVEYING & TITLE V ENGINEERING DIV.
15 SPEAK WAY, N. HARWICH, MA
ess�� yE
508-432-5565