HomeMy WebLinkAbout84 Route 28 - Foundation As Built1001± WETLAND OFFSET LINE
PER ORIGINAL SITE PLAN
MAP 36 1 \ ` ` _
LOT 106-16 15--__
v/ N85°24'49"E
( 59.87'
_ 22 ?7 p
_d
CBfDH(fnd) -
a / X23 -_--
PROPOSED 4" PVC VENT PIPE; TREE (TYP)- \ \ \ �TP 3 \ \
NER
EXACT LOCATION PER OW18.00 \ PROPOSED 40 MIL. IMP. GEOMEMBRANE LINER;
\ \ \ \ 1 \ 1
\ TOP EL.=20.00'; BOTTOM EL.=16.00'
PROPOSED INSPECTION PORT 1 \
WITH ACCESS PORT TO F.G. I 1 1 MAP 44
Lam►
23140' °'
\ \ it ` rn ` LOT 1
PROP. (30) 16" HIGH CAPACITY H-20 BIODIFFUSERS TP 4 °n 1 1
(MODEL: BD1620) IN A FIELD CONFIGURATION 8„ j X19.00'
\�.— .—PREVIOUSLY ABANDONED SOIL ABSORPTION}I A ' SYS (APPROXIMATE LOCATION! ION) TO BE
REMOVE UNSUITABLE MATERIAL DOWN J \ r� \ \ REI MOVED IN] ACCO DANCE WITH 313 CMP 15.000
TO "C" SOIL & REPLACE w/ CLEAN ( �
COARSE SAND PER 310 CMR 255(3) / ~ —_71
' /� \
CL I N \ ( I 1 EXISTING RETAINING WALL TO BE PROTECTED AT
F1—� TP 5 ALL TIMES DURING CONSTRUCTION
w I I ( 1 20.00' ` \
MAP 36 2F g( TP 1 { EXrS T ING 1,000 GALLONSEPTIC TANK To BE
LOT 107 > v t 3.00' N i N \ \ �n.ER OV D & ET'LA.CED WITH NEW TANK AS SHOWN
�
CBIDH(fnd) �\
0 IX
U' _% d
9
x
N _ l
x
EXISTING SOIL A3SORPTIOnI SYSTEM TO BE x
REP.rOVEO IN ACCORDANCE WITH 310 CP"R 15.030 I 24x6' �$/ \��� S8005142"E
i . zax5' , / MAP 36 13663'
1/_" EXIST 'G DISTRI3UTION
BOX TO BE REMIOVED
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 2,500 GALLON I
TWO-COMPARTMENT H-20 SEPTIC TANK
N
1
I I
I I
EX. VEN'T PIPE-
T I
/ I J
/ 1 0
/ GUYWIRE
LIGHT POST (TYP)_
SIGN � U
26x7'
10 ,o o �
24x5'
�4xn LL
STEPS
1 �-,r+nvlNG WALL
Benchmark
Comer of Step Is
Elev. = 25.11'
N.G.V.D.29121.
EX. LEACH. CBN 2
IRIM=24.10'
9.4' / "I SLOPED CONCRETE SLAB CID
9.0' 32" SOFF/TAND
25x2 GUTTER O y
25x3'
-BIT. PARKING AREA- 25x4'
EX. LEACH. CSN 1 J
J � RIM=25.02
25x4' /C
T/
E/LU
c i
I E/T/C 25x3' Z E
125x9' 0
i Z
T/C Q Lu r
EDGE OF PAVEMENT �
�(EOP)(TYP) r.
BIT. BERM (TYP) -
� tIC ROOF DRAIN ~
\ � BUSH (TYP)
1L=11.99' N89°25'00"W
R=82U:O0
Hw-�--k+W —_ 67.27'
U.S.G.S. LOCUS MAP
SCALE: 1"=1000'
LOT 108 /
1 I
21,1971 S.F. CO /
ih
N I
CB/DH(fnd) -•.
23 - ,\9/ �/ , /
L
N RETAINING WALL
/ ==7
_ L
TiT TiTI7>'/T�T N
�
23x7'�I
8.6' \ / Z
I A.C. UNIT
EXISTING 4.25' 3xs'
x 32 FOUNDATION EX. LEACH. CBN 4
rens
EXISTING\ \ RIM=23.17'/ 1 ^ \ \
4 -BAY OIL CHANGE FACILITY 'Too= HANDRAIL I r 16" I III I 13 I )a F
1 ST FLOOR = 26.0'± `
BASEMENT SLAB = 17.7'± 245' �24\ \ I ' I I I I �' �I i
_m la
RAISED LL
� /25� I ~ CRETE SLAB J 1' o I \ m W
I 1 10�
/ o
LU
DOOR
-BIT. PARKING AREA- 1 a l I I hereby certify that the lot comers, dimensions, and setbacks to the
G ( \ GU 1 E ` U.P.#2011 �I �-
�i 25x1' 12" W existing foundation as shown on this plan are correct and were based
25x5' �� " \ J ` � W o on a field instrument survey. Conformance to the Town of Yarmouth
E/T /c 3- - .. ❑ By -Laws and Regulations shall be determined by the Zoning
25x4' 5x2' ® I I I l TEL. BOX 20x2' F- g
'-2S- 11 I f( C0 3 Enforcement Agent.
r -FX 1 FACH_ CRN 3 3 cv r cnru rnnr �� r \ \ \ I \ �2j\ a
( --26 ` �5�--C 26 �M\PARKING'SIGN _�� _25x61 I Date Professional Land Surveyor
Q \
I Jt /'�
6x6' _ / 11 1\ I FILE COPY
26x6' 26x5 ROOF DRAIN D �' — —
CONC. CURB (TYP) OHw _ 26x4'
EDGE OF PAVEMENT (Il P) 26x27 7 8 ��Ht—_
xti -7+W 26x6 _
-- -- - _pH _�_ �W _FLOOD LIGHT (TYP) \ 0
26x5 - HW -�_
26x3' _�f-HW W "MOTORCAR EXPRESS LUBE" SIGN / \ 'STOP' SIGN
26x2 - _ 6
�'- -2
_ � C. CURB OHW-------- OHW --�_ OHW 2
MAIN STREET (ROUTE 28) 25x9 ED F_ _TYP -- DHW
(PUBLIC WAY -VARIABLE WIDTH -LAYOUT 2977)
PAVEMENT N78°31'10 U.P.#37122 /23x5'
25x— - �h
- -
24x6'
1. PROPOSED PROJECT IS LOCATED WITHIN:
RR SPIKE(fid)
ASSESSOR'S MAP 36 LOT 108
OWNER OF RECORD: WALTER O. VOLZ, TRUSTEE OF WALTER O. VOLZ TRUST
ADDRESS: 6573 CALDECOTT DRIVE
NAPLES FL 34113
FEMA FLOOD ZONE C
COMMUNITY PANEL # 250015 0005 D
2. DEED REFERENCE: BOOK 23678, PAGE 11
3. PLAN REFERENCES: 1.) PLAN BOOK 357, PAGE 90
2.) MASSACHUSETTS HIGHWAY L.O. NO. 2977
4. SEE BOARD OF HEALTH APPROVED PROPOSED SEPTIC SYSTEM UPGRADE PLAN
DATED OCTOBER 24, 2013 FOR COMPLETE SEPTIC SYSTEM DESIGN.
GRAPHIC SCALE
( IN FEET )
1 inch = 10 It
t0
FOUNDATION
AS -BUILT PLAN
Fa-.naatioa I.ocatioll Approved
AT
84 ROUTE 28
WEST YARMOUTH, MA
PREPARED FOR:
° NAZIH ELKALLASSI
p�
Fra Cb
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
f EAST WAREHAM, MA 02538
SCALE: 1"=10' FEBRUARY 27, 2014
JCE#
2649