HomeMy WebLinkAbout1003_ LEGEND
'_ EXISTING SEPTIC TANK
t (TO REMAIN) _. 98 _ EXISTING CONTOUR
TOP OF TANK, CL.=89.61
PL, BK. 242 - PG. 35 (Lot 11) INV.(OUT)=88.2.3f x i00.98 EXISTING SPOT GRADE
-__- j EXISTING CONTOUR
EXISTING LEACH PIT W EXISTING WATER SERVICE
x 73,37 !, TO BE PUMPED, FILLED WITH SAND
- - - -78 AND ABANDONED, OR REMOVED _ EXISTING GAS SERVICE
RVICE8U
_ _B4 $6 (SEE, ALSO, NOTE 11) -O H-W- OVERHEAD WIRES
x 76.8D- - --" _ -- - 02
1 8 - - " _ - - _ - - - - " $ TEST PIT
8 90
82 _- BENCHMARK
82 14t:D0 -" -
x 82 88 - -
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LOCUS o
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Pond
84 -- -- -
- - - - - - ` - x 8 7 18 BREq
LOCUS MAP
--
86 - - - - - _ �30 N T Sf�BgCK EVERGREEN
_ NOT TO SCALE
88.19 90.07 N SHRUBS Vs_ Outh Health Department
88
... - APPROVED
d e I, lawn %' `i STR/POUT 4
90.05 90.29 (SEE NOTE 11)
90.32
STONE __j `r
DRIVE VIA _,PR -�_ J-� 10, Q) betaQS.6
91,17 _ NT �l GENERAL NOTES:
92 Q
91.43 "- -----� -._ - 9??'7�E,`S' •S �` , Z 90.67 y - �C
- 07�J u� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
91.43 O 0 L. l� cb v N C BOARD OF HEALTH AND THE DESIGN ENGINEER.
�3.95 T. WALL DECK 0
9li1 a 61 PORCH .� j ft 91.03.. J N I 2- ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIP,EMENTS
��� 9144 91.19 ��7, _ irri99anon W + OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
_ �., _.. , u. - ._.-- co trol r50X W LOCAL T
p x 94 76 95.4 ., _ y - WALK U+_ A RULES AND REGULATIONS.
0 �� 07 wA Kp gS+iN r m 92.34 90.96 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLEC PRIOR
p ,ri f 11 m TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
c�� .9 8 y DESIGN ENGINEER.
°�° EXISTING
HOUSE(#1)
GARAGE
9686
98.17 I 96.64
97.27
�• � x�,, PA uE0
` 99.45 DRI VEWA Y
x (LOT 11) �
LAM
�. APN 136-68
ID* 15,045 S.F.t
117.93' 97 24
00 S 03-52'50" E 97.58
+ i00.00
0 x 99 92
I:P x 99.59
9 73 edge of Pavement 98.01 co
T. UNCLE JIMM YOS LANE
9C
o PETER T. ��
McENTEE
o CIVIL '
No. 35109
zlu i t-0
x 9 2.7 4
Q.m 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
m: ::0 a. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
T ENGINEER BEFORE CONSTRUCTION CONTINUES.
S' LAWN 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
F"IRRIGA
N
SYSTEM 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
96 75 - a THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
U) 3 O 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
6i Cb
FLAGPO E
x 92:50` 'r 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED 'UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
95.76 x 93.86 DIRECTED BY THE APPROVING AUTHORITIES,
x
cD �C� ? 0 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL 'UNDERGROUND UTILITIES, PRIOR TO._.aEQINNiNG
CONSTRUCTION. -
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE -SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF T 1 S.�y
96,03 91.96 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR �,5(3tt A 2 L 2110
_ 5I p 12. AREAS REQUIRING STRiPOUT OFUNSUITABLE MATERIALS SHALL BE
` INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. DD
T
[ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ON[`Y ANCi.._ ._~
95.6.. 0 93.60 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
Benchmark Set PROPOSED SEPTIC SYSTEM UPGRADE PLAN
OUTSIDE CORNER/BOTT STEP 1 UNCLE JIMMY'S LANE, YARMOUTHPORT, MA
EL.=92.34 (Assumed datum) Prepared for: Copewide Enterprises, P.O. Box 763, Centerville, MA 02632
OWNERS OF RECORD
Engineering by:
SCALE
DRAWN
J08, NO.
DOMINGO GONZELEZ, JR.
Engineering Works, Inc.
1'=20'
P.T.M.
253-10
A. MENENimmy's EZ
1 UN
1 UNCLE IMMY'S LANE
LA
12 West Crossfield Road, Forestdole, MA 02644
DATE
CHECKED
SHEET NO.
YARMOUTHPORT, MA
(508) 477-5313
12/21/10
P.T.M.
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