HomeMy WebLinkAbout83-891 (2)UTILITY NOTE.
ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO
AVAILABLE RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES
AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. LOCATIONS MUST
BE DETERMINED /N THE FIELD.
BEFORE EXCAVATION, BLASTING, INSTALLING, BACKFILLING, GRADING,
PAVEMENT RESTORATION OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC
AND PRIVATE, MUST BE CONTACTED, INCLUDING THOSE IN CONTROL OF
UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963,
MASS. WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A
RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN.
BEFORE PLANNING FUTURE CONNECTIONS, THE APPROPRIATE UTILITY
COMPANY ENGINEERING DEPT. MUST BE CONSULTED.
THE CONTRACTOR MUST NOTIFY UTILITY COMPANIES 72 HOURS IN
ADVANCE OF CONSTRUCTION. THIS MAY BE DONE BY CONTACTING THE
DIG - SAFE CENTER (7-800-322-4844).
NOTE:
1.) THE PROPERTY LINE INFORMATION SHOWN HEREON
WAS COMPILED FROM A PLAN BY CHARLES N. SAVERY
CO. DATED AUGUST 1, 1973, FOR ROBERT E. AND
DANTE N. BRATTI.
2.) THE BENCH MARK USED: B. M. Y- 7 EL. = 20.32" (N. G. V. D.)
"top flange bolt on Hydrant #1427 N.E. side of
intersection of Rt. 28 and Main St., Yarmouth"
3.) THE TOPOGRAPHIC INFORMATION WAS OBTAINED BY
AN ON THE GROUND SURVEY ON MAY 70, 7984, AND
UPDATED ON MAY 9, 1988.
4.) THE ENTRANCE AND PARKING AREAS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE TOWN OF YARMOUTH REQUIREMENTS.
5.) THIS PLAN REPRESENTS DESIGN OF PARKING, DRAINAGE,
AND GRADING ONLY.
6.) PARKING REQUIREMENTS.
1 SPACE PER 7 OCCUPANTS
OCCUPANTS: MASS BUILDING CODE TABLE 606
RETAIL BUILDING:
FIRST FLOOR 2400 SF / 30 = 80
SECOND FLOOR 7800 SF / 60 = 30
STORAGE BUILDING:
FIRST FLOOR 2400 SF / 100 = 24
TOTAL 134 OCCUPANTS
PARKING SPACES REQUIRED: 134 / 7 = 19.1
PARKING SPACES PROVIDED: 23 ( 10' X 20' SPACES )
7.) THE ZONE BETWEEN THE WETLAND LIMIT AND SITE IMPROVEMENTS
IS TO BE VEGETATED IN COMPLIANCE WITH CONSERVATION
COMMISSION REQUIREMENTS.
8.) TREES REQUIRED: ONE PER EIGHT PARKING SPACES 2" MIN. CALIPER
9.) ANY EXISTING BITUMINOUS PAVEMENT ON THE LOT SHALL BE
REMOVED AND THE 70' WIDE BUFFER ZONE ALONG PROPERTY
SIDELINES SHALL BE MAINTAINED WITH VEGETATION.
70.)THE ENTIRE UPLAND PORTION OF THIS SITE LIES ABOVE THE
700 YEAR FLOOD ELEVATION. (10.0' N.G.V.D.)
17.)THE SEWAGE DISPOSAL SYSTEM SHOWN WAS TAKEN FROM A PLAN
PREPARED BY C.D. SPORE P.E., DATED OCT 28, 1982, TITLED
"SEWAGE DISPOSAL SYSTEM FOR RENE'S AUTO SALES BLDG.
PARCEL 1, IYANOUGH RD. BARNSTABLE - YARMOUTH" AND AS
LOCATED BY C. D. SPOHR ON MAY 4, 7983.
12.)ALL SEPTIC SYSTEM M.H. COVERS SHALL BE BROUGHT TO
GRADE DURING CONSTRUCTION.
13.)ALL CONSTRUCTION WORK IN THE RT. 28 RIGHT OF WAY SHALL
BE PERFORMED IN ACCORDANCE WITH THE MASS D. P. W. RULES
REGULATIONS, AND MASS D.P.W. PERMIT NO. 7-23253.
74.)PROPOSED PLANTINGS WITHIN 20 FEET WETLAND BUFFER STRIP
TREES:
5 - ACER RUBRUM RED MAPLES
70 - JUNIPERUS VIRGINIANA RED CEDAR
SHRUBS'
CLETHRA ALN/FOLIA SWEET PEPPERBUSH
MYRICA PENNSYLVAT/CA BAYBERRY
PRUNUS MARITIMA BEACH PLUM
ROSA RUGOSA RUGOSA ROSE
VACCINUM CORYMBOSUM H/GHBUSH BLUEBERRY
VIBURNUM CASS/NOIDES WILD RAISIN
V. RECOGNI TUM ARROWWOOD
PLANTING SEQUENCE: PLACE HAYBALE SILTATION BARRIER ALONG
TOP OF SLOPE. PLANT TREES 10 FEET ON
CENTER, PLANT SHRUBS 4 FEET ON CENTER
TO CREATE THICKET. MULCH AREA WITH
SCA TIERED HA Y OR WOOD CHIPS.
15.)THE LOCATION OF EXISTING DRYWELLS FOR DOWNSPOUTS ON
EXISTING BUILDING TO BE VERIFIED BY CONTRACTOR/OWNER
BEFORE CONSTRUCTION.
I6.) OW/VERS'ENGINEER TO INSPECT B CERTIFY ALL WORK.
/
Route 28
PARCEL /
2.6t /i/ICRES E.Mofn St. Mill Pond
LOCUS 3
soon, 3
c
/ h �
. Hyvnnis
Harbor
WETLAND LIMIT LOCA TION MAP
� Scale 1'"=2083+
v BOTTOM OF SLOPE
, ASSESSORS MAP: 30
PARCEL. D2
O / 9�
Q�- o�ZONE. GENERAL BUSINESS
V " \
/ TOP OF SLOPE l ✓ _ "^ \
Qj
WETLAND LIMIT � /� L�, I
Zo0E 0�
/ SA
I _\
A
� 7Q_
9
80, ,
\Wf'TLAND LI'RT
i
14' R.C.P. r°,
EXISTING
CATCH BASIN/ - �N� / �' 2p F I = /l �t 1 v / / / T
�• RIM EL. = 11.90 J •�1 /��� �a l \\`� /
O1 i� 12.80'
�e • l � 50
J / Fki
La,gM SEE��� /" �s°00/40 / \ OY
° � ,./t2 j F cA CON TRA CTOP / OWNER NOTE:
s 2.50 \
of s�cF< IFRIFY IF SEPTIC SYSTEM STRUCTURES ARE
/ \ ✓2-c 4 ., 4s °� \ H-70 OR H-20 LOADING. H-20 STRUCTURES
5o F�
A.4E RE QUIRED UNDER PA VED AREAS REPLACE
\ EX/SANG If NECESSARY.
CATCH BASINLEACH/NG AREA
/// ` 1
\ RIM EL. = 10.89' ( # / 8 ey9r+ �$ I �iye 6F / • S
ell
U. POLE
_UNREGISTERED-
\ REGISTERED
71 2 � 9. 7 �N � , p 6Us�i4c,'Qr ®rP. ,p'•s i
1140, I 2
BENCHMARK /`\ C•C F., III,
/t �Q {\ ��> 7
9 l- L. C. C. 15805 A I
Top of S.B. £l. =11.52' N.G. V.D.
�� oFc� a y I
I
Existing . Curbed Island31SS. -F°'w.
( to be remov \ CD 9(iAfei� / -:5",V
Ext Paved Aoren I `' eP d• of PAUL LESLIEr ANDERSON ET UX
/ (to be oved and seeded) ' X18 ?'P� '�,..{Y25 cV
LG A(�H/NG AHtA '
O{ # 2 6 Cf/fJNB
R=4D• / I
c tv 0 y11.2G EX/SAC.
NG �
' o_ B.RJ' �7
CATCH RimEL 811.87' T h•i'7,7
iQ RcE• GA TE Existing PCv
O"�' /'q ` s (to be removed I
OLE
I
I
Existing Granite Curbed d �
( to be re. -roved ) 00' I
1607'NGV.D ?'7^==•:T SEE NOTE 13
\ I
\ S.B. Ft0. .
I
c�! j�
ML G I (1
REVISIONS:
NO DATE
REFERENCES:
PROJECT TITLE:
SITE PLAN
SHOWING PROPOSED
BUILDING, DRIVE,
AD PARKING
/N
YARMOUTH,
MASS.
PREPARED FOR:
LUKE LALLY
j The BSC Group �� a
The BSC Group -Cope Cod Inc
Modaket Place 812
Route 28
Moshpee, Mo. 02649
�����N°relrss'c 677) 477-2525
o R.
`-' W'EAVER H
A!o. 3361
AL LAND S
e►'e.
DAVID J.
i CIISIIN
CIVIL'"^.,
Me, 32112 e;
'XT0Wo 4-
lfftOURt t ;.
2,
fz
SITE PLAN
SCALE: 1`--20'
0 X10 20 30 40 FEET
DATE: JUNE 2, 7988
COMP/DESIGN: S.A.H./D.A.J.
CHECK:
DRAWN: R.L'H.
FIELD: J. V. B./J. H. C.
FILE NO:
DWG. NO:
SHEET
1 OF 2
JOB NO: 3.3207.40
c�! j�
ML G I (1