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GENERAL NOTES:
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1. THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 30,•
1ALL -� COMPRISING 21,197 S.F., AND IS AS SHOWN ON A "PLAN OF LAND
F " u•, "` - IN YARMOUTH (WEST) , MASS. FOR J . R . SOUSA & SONS, INC.",
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DATED SEPT. 1
8, 1981 AND PREPARED BY BAXTER & NYE, INC.,
\ REGISTERED LAND SURVEYORS.
_
.� _ 2. THIS PARCEL LIES WITHIN THE "GENERAL BUSINESS" ZONE;
„_ fi _'_�,- �---�- -� -,POf� TT'•- �__� �\ ~ IT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS SHOWN
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�. ON F.E.M.A. COMMUNITY PANEL NO.250015-0005C, REVISED
JUNE 17, 1986.
3. PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED TO OIL
CHANGE AND LUBRICATION; NO REPAIRS TO BE DONE.
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4. EXISTING STRUCTURES ON SITE SHALL BE REMOVED; REMOVE AND CAP OFF E.
XISTING ELECTRIC & WATER ENCOUNTERED BELOW GRADE;
\ THE CONTRACTOR SHALL NOTIFY "DIG -SAFE" FOR FIELD
VERIFICATION OF THE LOCATION OF ALL RECORDED UTILITIES 72
HOURS PRIOR TO ANY EXCAVATION. ALL EXISTING PAVING SHALL
BE REMOVED FROM THE BUFFER STRIPS (SEE NOTE #5).
5. UTMOST CARE SHALL BE TAKEN TO INSURE THAT (2) MASS.
HIGHWAY BOUNDS ARE NOT DISTURBED. THE BOUNDS ARE LOCATED
. 11.99' AND 79.26' FROM S.W. PROPERTY CORNER AND BURIED
APPROX. 12" BELOW THE EXISTING PAVING.
/ 6. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTING
OTHER PROPERTIES AND 20 FEET WIDE ON SIDES ABUTTING CAMP
STREET AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL BE
MULCTIF.D, WITH PLANTINGS OF 2" CALIBER TREES AT 20O.C.
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AND GROUND COVER CONSISTING ONLY OF PLANT SPECIES
CLASSIFIED BY THE BOARD OF HEALTH AS SUITABLE FOR THE
LOCAL ENVIRONMENT. BUFFER STRIP ADJACENT TO RESIDENTIAL
u♦ ;' LOT ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY PLANTING
N �y OF 5' TALL CANADIAN HEMLOCK AT 4' ON CENTER, STAGGERED IN
TWO ROWS. NO GRASS SHALL BE PLANTED AT ANY TIME. (SEE
\ 1 \ NITRATE LOAD CALC'N. ON SHEET "L-2")
7. BUILDING HEIGHT: 22 FT.
BUILDING AREA: FIRST FLOOR = 2,100 S.F.
• BASEMENT = 2,100 S.F.
` c, TOTAL PAVED AREA: 8,460 S.F.
' 1? ,� ---. TOTAL IMPERVIOUS AREA (PAVING + ROOF): 10,560 S.F.
\ \ \ �• •• •� � �' - - 8. ALL STORM RUN-OFF SHALL BE CONTAINED ON THE SITE WITH
•�_ ',`� CATCH BASINS OF RETENTION/LEACHING DESIGN, AS PER SCHEDULE
ON SHEET "L-2", AND A 24" WIDE SWALE ALONG NORTHERLY &
••�� I`'' �� ���� /OvaC/ EASTERLY PROPERTY LINES AS SHOWN; DESIGN CRITERIA IS BASED
'Q) R A 29 -HR. PERIOD.
UPON 20 -YR. STORM INTENSITY OVE
9. NO FLOOR DRAINS -ARE TO BE ITdSTALLED WITHIN THE BUILDING;
�� - •,•" o I Q P I ,�_ ANY SPILLAGE SHALL BE CONTAINED WITHIN THE BUILDING AND
•.' '.'cam 1 ) �� REMOVED ONLY BY A LICENSED HAZARDOUS WASTE HAULER.
°• 5cj,87 �,.•• ''•,� V �- - 10.MINIMUM PARKING REQUIRED BY BY-LAW = 15 SPACES:
• '•G�. , "` -r.---�'"`�" 13 SPACES @ 10' X 20'+ 2 HANDICAPPED SPACES AS SHOWN.
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^�..-.:.... • ..... • int io/t - 2 )
_ 11 REDUCTION IN EXISTING CURB CUT OPENINGS TO PROVIDE A
GXtS'(1tJG LrAGN106 i b is '�`J Gr � lee ''� 1 •'•�� � N ACCORDANCE WITH MASS. D.P.W.
_ �i SINGLE 24' ENTRANCE/EXITWAY TO MAIN ST W Y (ROUTE 8
� '• '.�' � ''+'�, SHALL BE COTJSTRUCTED'"I DA
AR.P_ATO I✓£ sEE 51_GTtoNS -rVAP10 /,' -23424-A'
- � PERMIT N0. 7
AP�ArJDo►- D �- \ 's`i �D N N/F O, G. SC11LE/C</ER • rzET. WALLS 00 Ci ger,, - - - _ " - 12
�� �; c,- •• •. SNT. L -Z' \ f5�a/ .AN ACCESSWAY SHALL BE PROVIDED FOR EMERGENCY VEHICLES WITH
A DENSE GRADED STONE BASE BENEATH THE MULCH OF THE BUFFER
1 r 1 SATGANAotq�//1£�fLGYC.�48'o.c. (srncz,Gco) a /•t __ STRIP HAVI14G STEEL POSTS AT LEAST 18 APART AND A CHAIN
IV �-t f Z4"1V�UF SWALE SHAt�GA %D f3E IN5rALLEO /� _
( ) di WITH SNAPHOOKS (NO LOCKS).
IJEW 12X 12 LEAGta��Y �,1 c.8.(fn4.3 % To Bt: INSTf�Lt-SD ' C,PS,(�rnd,��
•- : 1 ALL SITE WORK SHALL BE INSPECTED BY THE OWNER'S ENGINEER
G Nt�t�f'�I`►2 T�f1.1GN 4� i , _ _ sr�e LF-�Pf
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.ALL
�. ^n.o ' 5 j�'`" �OwN yE7GN (TY/�cA�) is V it# AND CERTIFIED TO BE IN COMPLIANCE WITH THE APPROVED PLANS.
135.93' �� c
.� R� 25 ,
t \ .. �- _ /ate AV e'
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i �'l,ti� .-- 24 b%„G - .� 4 �l-' � 4W' _. Y `G� � -z OL np/°$•B \
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w FOUNDATION RTIFICATION:
'' �lrn �• E � - �' .. 25 •�"x O - ` - /? ET Wr4 LL:�f 9 o is i , v. • - • —3-�- ��, � —1 __-
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0 N �S4x b4'14- X p, y \� ,,\ ` I hereby certify that the foundation elevation and setbacks
-SfE aETA/L cN .4,V&L-Z"- _ �� /R \ • ti f 1 from property lines were constructed in substantial
`� °1. -2 \ c Z4'r�, conformance with the approved plan and are in conformance
�a • �. _ �, ..
o0 -- =-�_ 20, - ie 5k,^ with local zoning by-laws, to the best of my knocrledge and
'o'+ ' n��^/- �••�, I belief. Setbacks shown are the result of taped measurements
PROPOSED
in the field and not the result of an instrument survey.
BUILDI
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Ale" _ 2.8. �f nQ AREA - 2100 S.F. I t'' � 2�T�rFd
F IN. FLR. - 26.2 FT. t5� J �z ���•• ��
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1 -- ----r —, -- — T I 25. �� — --- .~, O • • • OF_(7-E6Y 6EP_T1rY TNA? ALL, 51TE WoM►L INSTALLED AS o MAC 0 10, 11989, HAS
�, ` •', • . • SLE►.i 1n15TALI-Ep IN LOMPLtA1.1G1� K/1iL1 APPP_cyEo ftA►J5; FIrJAL 6�Aor1JG, SATE
E ��.B. Z 8.a'. - �.v�!< 4 • ' • • ...... LAND�ZAPG WOF- SHALL BE PEPz OP -AAF -D UQ:)M _-0ITA6L6 WEAT0:P_ d&3t)I'flo►J*'
�E3 AS 'per-OvJ►JE2'S A6Cr9AA4FNT W1TIA Tovo►J_ cr YAJZJAr0Tk -
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h ��� � � � � �, �(c % \� �/CJ/,d tJrd;� S�Gu - - � �'6 Mt►,i.Ctt'P.) ' 1 / i'c%• 37._•2 i�", ` �•:k�\h .s,
Z,,yr/< fvyCT e�Z) i G.V.
f z• �' 2S `
-cR`- ?•3 M•k►•B. SOIL LOG
• :. -------.moi-•g-----
21• ,. \ , , i / No76� sl h' ia��c<.-6 /✓ene�r.S _"-' „� _
yo% 372 `-' SS' -tom ��'b 7 T. P . #
-- - - fl l\f �+ `� *Z�'7~ 01. / T. P. # Z
' �Gr'xst) Tefal 8/ +01 - - -- __=�a t7/ /9 (4 '�. , add'-titt f9¢ t toarnSUI�•o�1 iZ
BEf�iC.1Fl�AF�K.-n1R1L 1N FOLE 3 7Z1 � r "W: 1 . __
E1.EVATiOhJ = 28.oc�' g,33 ST 09 BLE (57.79 z'i Or�.�.Lolm
�N.G.V,v +� A. �_ $; pUgL1C VARIABLE WIDTH) --- r JWSO11
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MA, -5. D. P JA/. �e
BASS L/NE Z h•,' 2 �' ^ M1 _ � ,
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*Percolation test location: PLAN T.P.#rAol
,,�. ,a��.,t :`t�Mr� �;'•-�,��; `��
Bottom of test hole •48 �AtE= ZMPL
P; <.
.Percolation rate and determination
SCALE: 1' = 20 FT.
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o/tY5>urS. — — Exrsfiit� G 52 ---' p '. s'(rof sub -soil conditions were done
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on �Z-.G. Z. ,1987, as witnessed byy. -
�iope�%d Carctavrs: Test Pit Loc kora r No.. _(z�_
�•-_ _- ,."� Se tic Tank. o �' F .. /tai/. Nr' vE
Edge Wef/aad s
Spece; r5 fit
Resow e,Area </a y Mo.: a, Graf{ c /o w; (Noma!) ,►�oTt: Aa5JU5iED Nt(�Fl WAtE�
I,✓ater ///te, f-- Vv—=i P,' y � f E---•�--� r - -- . - � ccas�orry /�
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PLAN � �:�._<� N•
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LEG✓/S 134 Y'
LOCUS
1" = 2000':
RIECE9V[ED
MAR 14 1969
HEALTH DEPT.
PLAN OF t'r�5—UiL SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE BLDG.
84 MAIN STREET
WEST YARMOUTH, MA.
CHARON ASSOCIATES, INC.
CONSULTING ENGINEERS
,323 NECK ROAD, ROCHESTER, MA 02770
SCALE: AS NcTeci PEv.6: flov.IS,I9ec DWG. NO.
FODa, AS -WILT)
DATE: AP2)L. 2,.3, 198& REV j MAY 10,'6-9,
REQ. (; A\ Ay, zs, 1988 :(s17C As.GvrLT)
KEY. Z: )uLY 11, 1968
REV.3' At.w. 3, 1988
REV. A-: AUG. 17, 1988 .
r --EV. -5: SEPT, ►�,, 0-5e`