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LOT 28 R= 25.00; 3k5
/7p LOT 27 LOT 25 LOT I T =22.oi -' I .1 6'b 32 +20.02 WOOOPARKCIR.
tsss sg2r Ap 4 LOT 26 24 LO-f 23 A 8Z1`_8 '.13 ;� /\
= 3 +19.68 WOODPARK CIR.
92.28. t L=65.62' 1 301 r� o
0 °1p_ 5.62 - L=71.5t' L30 DRAIN +t'yo
l� 5
0
15 0.00 84.38 3
`\ 0 81.24 LI37.13 T. �•• 7g I EASEMENT �''
9 \� h 330.00 87.72' �- E 1 ' R "3 21 =20° 36- 69.3f 49` _ 5 O '. r m.
6 "iZ -0 -0 _
I
b. BITUMINOUS BERM Ig 46 ° -44- L56.66' 728:46 N33 3-- - - - - -q _ Nggo ( L 19409 0� �'
00 _ 90
66 n
Qp0 //d.>>° -Q _a� e.. A C 19 = 15 __i- m _ _, - N+ o 47 --• R =27 T =10
4.. 12° 1.3 i
y _
60; +--- ----__ --° SEWER - - 1 ° ---�' "-�- _ i _ - _ �''� -a, _ - - 2.22 36 BERM*-
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T "GATE a Zv- M�1i IOU - - -- -'chi_ 12'��-g - -v -- �i - -_c�i R"_331.24` b 119.155' 1 � ' � BITUMINOUS o
S46 44 _ --- ---_ -- - - �' „ $�. x'60.22'... � - _ 2 T'�i 1 ?stss c
27 W_.- 2Fit25__ -f0 -�c" .- gO.Od !_ 108.60 - S$ o +1 a wAT q0' {
146.72' N`° a 3 °.36 "17 4,(2_ " , e cL.C.1_ -- ,n D°
L=3.28' 330 :00 0 S3 41.40 i8.. 47 N ^� R=25-00'
150.00' Rc: I5A =13 -08 -11 �( 78.4:9 W
33.28' 48.60 L 10.55' R= 322.22 ' _ 120 p0 L - .36.01
L= 68.13' T= 34.21' L= 229.74 T" �16�.78
T = 22.01' EXIST, C 6 RPM -17LI9
9, !/' / L- -60.96 A= 82° -43 -13' 1NV 167891N 0°
LOT INV. = 1674400
8 LOT 6 ` T B.M =REAR BOLT ON
LOT j 3 OT AUGUST SCHUMACHER BONNET OF
LOT 7 0' �Ti 5 LOT 4 HYDRANT
/ EA$F� ilxY LOT 3 ELEV. �?�! EXIST. C.B.
J EN7' ��GHT 17369 °� RtM =IZO.ae
1 OF Y SS o 0/ NV.=167.36 IN
wQ S • /9� INV - I6ZOS OUT
04. yy INVAT EXIST.
ir ° d J i ' 24`ICONCXE EY HOW. 2�'CONC. I
ELEV.= 161_.64s
8 % 164$2 �nEXIST. 24"CQNC.� EXIST.
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EXIST 12 °GONG..
,°n ti LOT 2 .y' ` ExlsT C.S.
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STONE a MORTAR RIP -RAP {MIN. � r N „ ry x� 0�6 / INV. -164 RIM6.25IN
TYPICAL A.J. LANE CON'ST � INV =IS6251N
HEADWALL STONE DIM.12 °)OR CONCRETE J � „" �Z /\�`b O6j /so INV 063.000 T
(MIN. 6 ") APRON J a Fr z Z_ CORD
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cn ? op 1i1 - �� f� ONSERVATION EASE.
L �Cl w N 3 v �b HD
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N GQ • I +67 R =25.001
�2 A L =41.69'
w / P� 19
HEADWALL APRON DETAIL PROPO ED TOP of BA_NK --
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ro 0+0 0+50 I+0 1 +50 2 +0 2+50 3 +0 y
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DRAIN EASEMENT - LOT 2 a z
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12" R. C. A 15" R P AT 0,75% \ ` �� ir
" 1.00 !0'6
CROSSDRAIN) '. 18" R.C.P AT 091%
Q
I 12" RCA IB.. R.C.P A 0.910 -� --
A. C. SEWER y - L.00 °l0 21 „-� -
AT 0.40% as {CROSSORAIN) R.C.P -AT ^ e = -_ti - - -- - -- / �r Q
8 A. C. SE $R AT O.bO o 12 °R.C.P 0:93 /o 24° R.C.. AT 0. % 2 36° R.C.P. q ( 04 36"
8 AT fI T 0.50lo R.C.P. A7 0.93 ° /
A:. C. SEWER °
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d t, WOODPARK ESTATES
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N CONSTRUCTION LEXINGTON MASS.
200' V. C. ti N+ CORP PLAN AND PROFILE OF
194r ao O 'r) ro o M. ro o M ao m M v o ro N 1= m to 1-p 1-p WOOD PARK CIRCLE 81- DRAIN EASE.
O - M tc� m ro to h N ao ro , �. � cp 1" 1-p � � ro � M N M - = N t`) to � ro m ti ti M O O ($TAT ION 22t0 TO STATION 32t20.09)
► s1-. ui 1-[f tri to cu v 1-J to cV N _ _ ,_ e ' to O O - O 0) O r<i O ro to co mo ro ro Oo ro ao ro ro ro °�<_ °m co BASE: a°o 160.00 N ro ti �_ ti N r°' �_ ti ti ti coo °r) r- 1-r° ti ti �_ °_° ao ro i a`°o `fm C : 1" =4O'
- HORIZ.S ALE'
22+50
23 +0 X 53, ;2 ? >24 +50 25+ 0 25+50 26+0 26+50 27 +0 27 +50 28 +0 281-50 29+-0 29+50 30+0 3ot50 31 +0 31+50 32 +-0
u; r VERTSCALE: I "= 4'
- rd
COLBURN ENGINEERING
Y
454 MAIN STREET, HUDSON, MASS.
a.. _
,Q
JULY 31 1974 {REv1sED9 /27i74)SHEET 5 OF
9 n
'REVISED 10/1
J. ZS DIVISION (REVISED 5/14/75) 302 -8
(REVISED 6/11/75)