HomeMy WebLinkAbout1998-04-10 Miscellaneous Septic As-Built f
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TECHNOLOGIES
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ROAD ,. ELrEVA TIONS
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LOCUS _ _
DESIGN AS—BUILT
INV. OF PIPE OUT OF BLDG. _ 105.75 105.75
INV, OF PIPE A'T SEPTIC TANK INLET 105.39 105.40
D
INV. OF PIPE AT SEPTIC TANK OUTLET 105. 14 105. 15
INV, OF PIPE AT D BOX INLET 104.47 104.44
IN V. OF PIPE AT D—BOX OUTLET 104.30 104.27
PLAN INV. AT END OF DISTRIBUTION PIPE 1 103.75 103.,77
L I MAP
SCALE: 1 " 20'' INV✓ AT END OF DISTRIBUTION PIPE 2 103.75 103.76
SCALE: 1° = 1500" INV. AT END OF DISTRIBUTION PIPE 3 103.75 103.78
INV. AT END OF DISTRIBUTION PIPE 4 103.75 103.77
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ROAD APPROXIMATE EDGE OF PAVEMENT
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INFIL TRA TION 1r
CB 1 _.__
AREA 3 } TURNAROUND �e "` s� 6 EXISTING �
EASEMENT DRAIN EASEMENTCB J2
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AREA _ 160,253 S.F.
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54' X 45" 'T C
RESERVE I _ `
AREA P—1
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I t,g I 3 P P 3 D—BOX I STORMWATER INFILTRATION AREA .+
95 X 25 LEACHING FIELD;
I 2 TP 3° TP-1.
;ALL OF THE EXISTrllV
I T �' UTLITIES SHOWN
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VEN
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BE CONSIDERED ,AS
I APPROXIMA TE EDGE OF PA VEMEMT . . .. . . - . . . . ..ti Tp A PPROX I A TEL Y O L Y. BI�i—sal FE
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ISHOULD BE CALLED PRIOR TO
,A N Y EX C,4 vA TI OIIV WORK ONSITE. "
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ICa CB f7
CB 14
i eB 103
0 4 CAP 34, LOT 8
APPROXIMATG`EDGE OF PAVEMENT �"
.Fis�� PROFESSIONAL
! 4�.pSvcTEM ENGINEER
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10 5.5'
B�IV GHr'�!'A R'�"C' -
SLAB DEEV SLAB ELEWATIC7N=11d,d NORTH ANDOVER, MASS.
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I EXISTING BUILDING APPLICANT:
BAY HILL L.L.C.
SLAB ELEV. = 110.0 J55 MIBBLESEX AVE. WILMINGTON, MA 01887
PHfLIP G. CHRISTIANSEN, P.E.
CHR
e� '1 f L
SE jSERGI PROFESSIONAL
I SURVEYORS DATE,
DATE: AUGUST 26, 1999
tJ 1998 BY CHRISTIANSEN & SERGI INC. 16U SUMMER ST. HAVERHILL MA 01,030 TEL. 978-373-0310
REVISIONS:
O GAG. NO. 97023007'
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