HomeMy WebLinkAbout2000-06-30 Drainage Modification Plan with Plantings Revised 8/8/2003 t
231.5/X 232.15 ��. ♦ R 11 J
232.80
/ 232.68 f
/ X 23� 232,72 i AUG 1 4 2 3
/ CONNECT TO EXIST. CATCH 232 �. ` NORl I�AN[�O
�*S BASIN IN FRONT OF LOT 8 PLANNING DEPA ENT
r INV.= 226.82
NOTES: 6" NON-PERF. I
DRAIN PIPE
. s=a.ala MIN,
232.73 0
1 O � / 234.0
RIGINAL CONTOURS TAKE
FROM THE DEFINITIVE SUBDIVISION i 233.3 �0 237.22
PLANS PREPARED BY ANDOVER f
CONSULTANTS, INC.
2. EXISTING AS-BUILT INFORMATION
TAKEN FROM THE PAR11AL AS-BUILT / Q L7�`O 236.92 1 SCALE'
1
PLAN PREPARED BY DANA F. � � Ot J - A 8 2 .18 �, X 236.69
PERKIINS, INC. AND AN ACTUAL / ?i r r r 238,18
FIELD SURVEY. / M fast r f r \ 236,48
•� 235.05 1 ��2x0 N
3 „
. NO TREES WITHIN THE "NO-cur 236,��X X
/ \
ZONE SHALL BE DISTURBED. CA 23A 8 1 3� 235.78
4. NO WORK SHALL BE PERFORMED Q0 r_ SXgA 2 5 .60 X 236.56
ON ABUTTING PROPERTIES WITHOUT D P 0 10 _f r 235.56 235 6„ \ f X f 236.08
WRITTEN AUTHORIZATION FROM THE 4 f r f POP• 0�A}N \ f 235.E
PROPERTY OWNER(S). 1, r ,� -"y 235 93 P`V?-) f
/ 235.07
235A 2_>�r W 1AE}Gv ON X 235.69
FISH 6.5-y FEE X 235.67
r POND cF�41eg x O
r r 235.21 X 235.45
OAT •yON� SHED �`S 235,12 X X235+67f 236.89 X
gyp' ND .. 235.61 236.37 236.93f 237,24
( INSTALL 8" GRATE 235.17 f X
AT LOW POINT OFFOX. LOCATION
N f F (EDGE OF LAWN X 23 10 OFPEQ E OF LAWN- f
WILLIAM L. APPROX. LOCATION f S X 36.46 237.05
OF CAP. REPLACE X 236,73 237.14
235,16
ELIZABETH M. MORIN WITH 8" GRATE. 236.06 236.78 23787
NATIVE TOPSOIL X X 235.71
BACKFILL 236.36\ 237.27
SOD 237.99
FINIS GRADE X 236.41
\ \�?' _:.: `.�'+a;r•... :: i:.Yi. ^,F':". .;.wa•�,•.�� ,� 236,78
i�� ' 'v yc,:. q.xl:w �j}r�::�xr ii;�j{fi;�•.°"` N fF CHATHAM CROSSING
��• 236.92
TOP OF�� �� North Andover Massachusetts
wSTONE ��/ FILTER FABRIC H OWARD & JOAN N E '
\ S/E MIRAFI 140 BROWN Drainage Modification Plan
NC OR EQUAL
FULL WIDTH LAP PREPARED FOR
PIPE AT TOP Cormier Andover Construction Corporatio
INVERT One Elm Squ�ue
3/4" TO 1--1/2" LEGEND Andover,Massaohusetts
BOTTOM OF \ \/\r\ -� WASHED STONE ASSESSORS MAP# LOT# RE'VTSED,' 08/08/03
STONE PROPOSED PERFORATED DRAIN PIPE
6" DIAMETER 6 o PROPOSED SOLID DRAIN PIPE DKEngmeeringAssoc
DRAIN DETAIL PERFORATED PIPE PROPOSED CONTOURS �rr�22102
----------------'----- ORIGINAL CONTOURS 871ndian Rock Road-Suito7 DR.BY:DK
N g 235,56 EXISTING SPOT ELEVATION Windham,AU 03087-1656 J013 NO.;0237
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