HomeMy WebLinkAbout2004/01/07 - Road As-Built Plan - Delucia Way IE W
RECORD PLAN#13784 LAN V
Sas•ao'4o"E
X 9#.5 3 �
5=. ', LEGEND
SEWER MANHOLE
iMj't. _
ft DRAINAGE EASEMb%1T
f o m STONE BOUND
O�^ _
M1
`" . CATCH BASIN
a x RIP-RAP LOT 5
{
8 WA TER SERVICE
R.C.HEADWALL E ��u 1 I WATER GATE
70F=50.7D �a 8 3Q -3 v -
'3I FIRE HYDRANT
t OS Z PeFi j ^L v
DRAIN ANIIOLE
NQA=401, i a�Q.15 FOUNDA 7°r f t� ,._
G m LOT 6 �i TREE
I z t 12.34' I� ��
' R 7b,DD Q� @ DRILL HOLE
OE
IRON ROD
umIrY MIEs._ t r4DE sEwFR EA IRON
- i ,\\``--__
CONTOURS
Q ° ELECTRIC BOX
LOT 4
o CABLE ELE`PHONE BOX
F DEL Cl
DMDMH' _
IV P v -E _ ELECTRIC LINE
� � t ui
C8 << � sAi�gTCWs ,ND=sz n 7 'StD _ 8 WA
89.87' EXISTING SIGN
1 t �} E
SIDEWALK(B,T.CONG}z i """DE R.�A,S_rur--r'
12s° �--- t
C6 �� L-20.20' cs
j 81�=SAtNI3LE=58.rS'O '.
t to -42,83"
R=75.00I ELEVATIONS EXIS TZYG INVERTS PIPE SLOPES
tGB#£-RIM=63.£2' GB#1-IIVV CUT=59.79' j € DMH A TO DMH B.12'RCP S=0.040
GB#2-RIM=63.09' CB#2-INVERT OUT=59.76° i i CB#£TO DMH B:12"RCP S=0.10
- 3
LOT 1A CB#3-RIM=55.36' CB#3 INVERT OtU'T=5t28' I GB#2 TO DMH B.12"RCP S=0.050
j ""IDAII, ! CB#4-RIM=55,2£' I CB#4-INVERT;OUT=51.13' I DMH B TO DMH G.£2"RCP S=O3 038
DMH D-RIM=56,32' I DASH D-INVERT OUT=50.88' CB#3 TO DMH D:12'RCP S=0.015
H CB#4 TO DMH D:12"RCP S=D.QDS
t
- ,4- .u4 IN!,,E'R IN=51.00'
DMH B-RIM=62.9u
DI O TO DMH G 12 ?GP S J.0097LET ,
INVE° N 50.30' DMI4 G TO FE:18'ROD S=0,0054
i 3 DMH A-RIM=64.04' INVERT IN B=55 100 GB#S TG DMH A:£2"RCP S=O.t133
' CB#5-66.99' DMH B-FN V R'T OUT:=58,76' (•
SMH 14-RIM=67.77' "=58,96' SMH 4 TO SMHSMH#2:8 PVC S=0.O12
1 INVERT n-
I i SASH 3-RIM=67.82' DMH A-to V E INVERTS O r�z 59 87'58.96' SMHI SMH#2 TO SMH#£�°8�PVC S=0.O12
SMH#2-TRIM=68.09' 1_V RT IN CB 5=59.97' °
I
CB 5-INVERT OUT=63.57`� SMH#1-RIM=70.78` �`
[ FLARED END_ u.45'
I SMH#4-N 1`RT OUT=64.32'
E ;SMH#3- DEBT CUT=64.32'
SMH#2-NVTV 7 OUT=63.74'
m R S IN SMH 3e&4=63.91'
o x SMH#1-INVERT IN=63,00' �
£OD.00' VG 2
PR FILE DEL UCIA WA
o
SCALE 1"-40' HORIZONTAL ,
n 3
w
I"-4' VERTICAL 72 - --
SMH f3&4 -3.04 !�
68 -
SMH#1
�SMH#2 ALL MONUMENTS HAVE BEEN PROPERLY AND ACCURATELY
SET IN ACCORDANCE WITH PROFESSIONAL LAND SURVEYING
STANDARDS. j
i THE ROADWAY PAVEMENT AS-BUILT IS WITHIN THE LIMITS
CEITER LINE ROAD 'Al
DMH A OF THE RIGHT OF WAY AS SHORN.
THE ROADWAY GRADING(PROFILE,AND THE DRAINAGE, �
AS-BUILT,IS IN CONFORMANCE WITH THE INTENT OF THE
DMH B yI p1 SUBDIVISION AS DESIGNED AND APPROVED BY THE NORTH
6() - - - - - ANDOVER PLANNING BOARD.
___-_ ---_ STEPHEN CGsn e H r'`DOVER ,{� _
56 __ Des Roche C} - T� �f$1
I�t PLAA BOARD RAD AS
CB 1p£&2 Ao N..27699
-rSOtcJ@�� DEL
jJC`+ W
DASH 1 �/
CJ E � 19
LANDS
I .r IN
52 STEP HEN P. I}E'SI OCF.E P.L.S.
-, .`NORTH A S V" x MASSACHUSETTS
CB#J&4 I 9 DVH C
SCALE:F"=40'
48 3 --..
Ik OF
clayto.� PREPARED BY.
GRAPHIC SC
a; ENGINEERING&SURVEYING SERVICES
o "�' rn /`r #3096s 70 BAILEY COURT
In, V) w (0 �o CIVIL ��� HAVERH ILL, Of88.2 0 40 80 { "i u3 o n
if
NAL Ted:(978)556-0284
IN FEET} LZ 3+59.92 3-50 3�00 2-1 050 0+00 50 2=00 1+50 1+00 + TE.
1 inch=40 ft. CLAYTQ A. 1tJRIN P.E.I'E DATE:IAN�rARY4 SHEET I F