HomeMy WebLinkAbout2000-06-30 Drainage Modification Plan with Plantings 11/22/2002 1
231
232.15 /
�> 2,32.80 x
r
/ / 232.68
/ x 232A3 2,32,72 /
/ 2 32. 5 �✓ .. w,.
/ CONNECT TO EXIST. CATCH
�5 BASIN IN FRONT OF LOT 8
INV.= 226,82 /
NOTES 6" NON-PERF.
DRAIN PIPE
5=0.010 MIN, /L6 16�, -® ,-- // 0 ` ` /
1. ORIGINAL CONTOURS TAKEN ' 232.7:5 ;; , 234.0 o
PLANS PREPARFOM THE IED NITIVE BY ANDOVERON / 2._33. 5; % y_ 237.22
/ s1-3-
CONSULTANTS, INC.
2. EXISTING AS-BUILT INFORMATION r // s y y s.y"y s y s s s s s y"s y y s " ,\ . - SCALE-
TAKEN FROM THE PARTIAL AS-BUILT / i y y s s } s s _y ,P d s y s.s s y ! �._ s- r 1= 20
PLAN PREPARED BY DANA F. 3�� L ` 'A' co sy L ys r x 23t�.6 3 ,
1:) I_: 5.1 i3 r ._y y r -s s y: r y _r c
/� ,ri y s y_ r r 238J 8
PERKIINS, INC, AND AN ACTUAL / �) 2,3G s ss-y s Sr s 5_ys ' r \ < 236.4f3
FIELD SURVEY.
3. NO TREES WITHIN THE NO-CUT" J S �23h.7
23` 0` 32A x
5,78
ZONE SHALL BE DISTURBED. �/ -s r r s s s01
, 3 1 r
}- yc)} r r���h L•�F,' )5,52 'A / ) x x
s" S s s-y y s:� s y �s s y s )- 236.56
t s � � r r � s s 5_y � y=�t<) ,5 60
4. NO WORK SHALL BE PERFORMED i} y r i } r y ,`s i s Pa{,1a y s y s- s ti _ _s y �_ -s- ; 7.3�. iF� 7,� 3 236.0€3
ON ABUTTING PROPERTIES WITHOUT <a s r y y y y y
v y_.S ss y -�s y s s-� y ysy s:y s s s's - s- pp 8 x
s_ s r , "
PR pRAl� \ 23.5.
WRITTEN AUTHORIZATION FROM THE mob) y_,y j y , y s y y r s= s y:: s r 235.93 pERF
PROPERTY OWNER(S), �y �: s- s_ i_. Tip•� p�°®
235.0.7 ;� r 7��.03 A gORV1TA
MiN
2_35.19�� r 1NV `232'8 4� T (GYP•) x 235,69
FISH NEIGIi 235.4�5 x 235.67
POND 2 3 E'5.12 x
T !r f ONE 235.21 � X 23(�.6/� 236.89 x
SHED x x
. `Syj 4 r. .,_ . .. 235.61 236.37 7.37.2�1
236.93
235.1 7 X - x
N F
WI LLI AM L. 236.46 z.. r.c
_..w.
x
ELIZABETH M. MORINe x236.73 237.14
�". 2.36.06 �,....ti_,.
78 236 ...._..�
NATIVE TOPSOIL "" `° - 237.87
236.3Ei 23 m . .
BACKFILL x \ x 2,55.16 23'5.71 µ w.m®.... .,
® _ 7.27
SOD M `. 237.99
FINIS GRADE "°'"".. .. .
x ?_3Fi.41
i\j � 236.78
. ..,.M,., CHATHAM CROSSING
236.92. North Andover, Massachusetts
TOP OF , , �'� i '�`11 . 1/C
w STONE ; 5 >�� FILTER FABRIC !V I-
o: S/E MIRAFI 140
i
NC OR EQUAL
H O WA R D �c J O A N N E Drainage Modification Plan
FULL Wi D TH LAP BROWN PREPARED FOR
PIPE �' AT TOP Cormier Andover Construction Corporation
INVERT ! p One Elm Square
,i Y ]If 3/4" TO 1-1/2" LEGEND Andover,Massachusetts
BOTTOM O \/\�\,� WASHED STONE
ASSESSORS MAP# LOT#
STONE PROPOSED PERFORATED DRAIN PIPE
EngineeringAssociates SCALE: 1"=20'
DATE; 11/22/02
DRAIN DETAIL 6 DIAMETER o a PROPOSED SOLID DRAIN PIPE D �� � �wl
PERFORATED PIPE PROPOSED CONTOURS -� --T,
------------------- ORIGINAL CONTOURS �` 87bidimRock Road- ulte7 DR.BY:DK
N $ 235.56 EXISTING SPOT ELEVATION Whidlitun,NH 03087-1656 JOB NO.:0237
Vft Tel(603)898-8516-Fax(603)898-8497 SHEET; I of 1