HomeMy WebLinkAbout1994-04-20 As-Built Plan & Profile 4/8/97 _J
NOTES
I CERTIFY THAT ALL STONE BOUND M0,NUMENT§,, HA VE
100 REFERENCE PLANS AS-BUILT
BEEN PROPERLY AND ACCURATELY SET IN ACCJ�DANCE
SIONAL LAND SURVEYING STANDA�OS AND
WITH PROFESSS
LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON' ARE
1) REFERENCE IS MADE TO A PLAN ENTITLED APPROXIMA TE AND ARE BASED ON A COMBINA TION OF FIELD THA r THE ROA D WA Y IS I WITHIN THE RIGHT OF *A Y LINES
"WHITE BIRCH ESTATES" DEFINITIVE SUBDIVISION A S SHO WN. PLAN & PROFILE
PLAN, NORTH ANDOVER, MA. DATED APRIL 30, 1992, LOCATIONS AND COMPILING INFORMATION FROM PLANS SUPPLIED 10 W ,44,
�04 RtP-RAP REVISED SEPTEMBER 22, 1992, BY ENVIRONEERS INC., By VARIOUS UTILITY COMPANIES AND GOVERNMENT AGENCIES. WHITE BIRCH LANE
IN ACCORDANCE WITH M.G.L.CHAPTER 82 SECTION 40 INCLUDING
tu NORTH ANDOVER, MA. RECORDED AT THE N.E.R.D. MICHAD_ 9
AMENDMENTS ALL CONTRACTORS SHOULD NOTIFY IN WRITING ALL a 1-, N, "I
106 PLAN #12242 1 1
�t I LOCA TED IN
S pca�� /
ENERGY 08 UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO ANY Zf,
No,33
0 EXCAVATION WORK OR CALL DIG-SAFE AT 1-800-322--4844.
SPILIL WA 110
N 114 NORTH ANDOVER, AM.
'tl-t- 4,101"
71 INVERT OUT 18," Rcp SER SCALE. 40' DATE: OCTOBER 4, 1995 & APRIL 8. 19 97
</ 0 MICHAEL J.
R
INVERT OUT 12' LOT 5
ELFV=97.6 f20
x,� HEAD-WALL
RIP-RAP'
PROFESSIONAL ENGINEERS
CHRIS TIA NSEN
98 .,�,, SERGI LAND SURVEYORS
INVERT IN 1�r R
ELEY.=98.5 160 SUMMER ST. HAVERHILLMA. 01830 TEL. 508-373-0310
@ 1.995 BY CHRISTIANSEN & SERGI INC.
100 120 1� 2' WIDE LOT 4 DML� PJA4 ELEV.=141.70
CRASS STRIP
INVERT IN 18" RCP =--135.25
(TYPICAL) co
OUT 78" RCP 131.45
IN VER 7 C-8, RIGHT R/M EL E V. 14 6�2,3
102\
116 CB. RIGHr RIM ELEV. INVERT IN 142.78
114 (0 IN' VERT OUT 12" RCP 7,27.95 INVERT IN C.B. LEFT 142.6J DMN RIM
NANO HOLE _R T
62 9ENCH MA RK INVE OUT 135,38 ELEV=165.99
-1-11- -_1� BENCH MARK INVERT IN ELEV,=161,
---CABLE T, V. ZOWER FLANGE BOLT
102 LOT J -------- 99
flo TELEPHONE LIPPER FLANGE BOL'IT INVERT OUT EI-EV.=161,74
ELEV� - IJ7_31 '
T5 1
ELEV�= 150�0,5
C.B, RIM
0 T 2
108 C�B RIGH T Pi ELEV. 164.30
f EL E V. 75 70-3
CA6LE T. V. --
TRA NSFORkER PAD -17 ------------
106 1 � INVERT IN RCP=1,52.78
LOT 6 POLF HA A 14OLF�
102 LIGHT ID
i DA4H RIM ELEV.= 166.08
+ i
FIRE EPHONF- -/ ' INVERT IN C.8 RIGHT= 159�27
1'�) i INVERT OU7 152.72'
CABLE T,V, /
104 TEL INVERT IN C,8 LEFT= �52.83
-XiST. NE IGHT POLF �l - RCP 2 WIDE -
V) TFLEPPO
2
HYDRANT ------- INVERT OUT 12"RCP=159. 17 RAMP
c.a, GRASS STRIP
LIGHT POLE
UY
12 PLANTED FIRE to
PA VF0 SET �ILIGHT PO� F SAPLiNG P j S,8' I I I"_ S.B.
LEGEND I IGHT POL �IYDRANT
EXIS TING DRIVE S.a
S T SET SET
DRILL HOLE FAID. DWELLING (TYPICAL) SET T
EXIST. Dm
7
C,B f1btWALK
DMH RIM ELEV. 122.41 h
STONE 8OUND WITH D.H. SET
INVERT IN 18" RCP = 1 17� 1 1 ------
RCP 3+00
EXJST. 2'
+00""
TRANSFORMER PAD Exis r. 18 Rcp 5-4-50 5+00 PA VED 4+50 ROAD 4+00 2+50 2+00 12" k&P 1+50 0+50 O+OG
3+5
INVERT OUT 18" RCP =--117,08 6+50 C9 wv
8" RCP C,B. DUH DMH
7,
18" RCP 15k.5 W W w
+ 7+00 5 ZT- �- w
CABLE 146.5c) w w w
16 7 165.8 1 wv�*
_c.6. E967E %f_ PA VEMEWT
149,0 If f,3 155,
1 f2' WA FER MAIN W w w
40. w w 166.1
0 TELEPHONE 7W _.:_F Z _ ---__-, ,
EXIS r SLOPED GRANITF CURBING TYPICAL
X� LIGHT POST W GRASSED AREA Vc,"g'' STOP
V)
30, W10E UTILITY C�B, LEFT RIM ELEV
EASEMENT = 1 12" RCp_ If
EXIST.
JC_X (7
X, X:
-0, UTIL17-Y POLE EXISTING w INVERT IN 18" P - - r-& iiiiiiii,ill:1111111 D,H. L_0S f�
-mo -- --�,q, , %�-,,. -F
w CP 12 �4_s "I C1_1A!N I INK f_NCE ............
EXIS7'ING 12 WATER,44AIN C,E - I \ � ------------- FND� C,B.
f S.9. sr r � ",*
INVERT IN 12" RCp 127.08 gg % -LEPHONE X --STONE BOUNO LO
- )�l " RCP TL C.B RIGHT RIM ELEV, 166.64
12
DRAIN MAN HOLE
INVERT OUT 18" RCP 127,04 SET ft EXIS T. CAHL 7- V, SET (T�FICA�) INVERT OUT 12" RCP= 159.49
---------- +
OLE c6
PLANTED SAPLING HAND H
CABLE T. V.
M CA TCH SASIN R, LEFT RIM ELEV.=146.42 D
TEL EPHONE
TRANSFORMER PAD INVERT OUT 142.87
FIRE H YDRA N T V)
�1�4 E S/bEWALK INVERT OUT 142.52
LIGHT POL
WATER SHUT OFF __L 11 �, I . .. 11 - , - ___ I—— _ � PLA N VIEW
__Ow� I i T _V, 157 05
wv CPERISI CIRCLE C,B LEF, RIM EL E BENCH MARK
�n INVERT OUT 12" RCP_-_ 15142
WA TER VAL VE CHERISE CIRCLE FIRE HYDRANT
SPINDLE
' C,g. P1G14T__R1,kI _ELFV.=: 740.02 WHI T F i BIRCH LANE
C.B. RIGHT RIM Fl-E V. 138.301 INVERT /1� 1,35-57 1
ELEV. 170.71
I CERTIFY THAT THE AS-BUILr LOCATION AND GRADE OF TH�E DRAINAGE
INVERT IN IJ4.52 INVERT OUT IJ5�55
- w- UNDERGROUND WATER LINE INVERT OUT 134,22 STRUCTURES IS IN ACCORD W1rH THE PROPOSED GRADING PLAN, SCALE 1" 40'
NO TES :
I CERTIFY THAT THE STORAGE' VOLUME IN THE DETENTION AREA IS' EQUAL 40' 0 40 8OFT
1) AVERAGE WIDTH OF ROADWAY 24'+ TO OR GREA TER THAN THE STORAGE VOLUME ON THE APPROVED DESIGN
PLA N FOR EA CH EL EVA TION INTERVALE UP TO THE EMERGENCY Ovcpr,
2) WALKWAYS ARE BIT. CONC. AND RANGE FROM 4'-5" IN WIDTH FLEVA TION.
tml
134-00
C.B. LEFT RIM ELEV. IJI.93 CH retv_-1,66.08
------ HIL <)
132.00 ------ INVERT IN C.B RIGHT= 159.27 168.00
INVERT IN 18" RCP 127.23
1 INVERT OUT 12"RCP=15
9, 17
INVERT IN 12" RCP 127.08
INVERT OUT 18" RCP 127,04
130.00 166.00
----------------- C-0 RIGHT RIM ELEV.=l
INVERT OUT 12" RCP-
164.00
128.00
762 0
126.00
C-8 RIGHT RIM FLEV. 1- 757.03
INVERT IN 12" RCP- 152, 78 0
124.00 F
OMH RIM ELEV. 122.41 INVFRr IN C-B LEFT�-- 152,83
' INVERT OUT 12" RCP= 152, 7
INVFRT IN 18" RCP - 1 17, 1 1 ------
"NVERT OUT 18" RCP = 117,03 158,00
122-00
120.00
DMH RIM FLEV,= ,141�70
4
INVER'T IN 75" RCP --135.25 it �cp
_RT OUT 78" RCP = 131.45 12
INVE
754.00
118.00
23
INVERT IN 142.78
C.3� PIGH T RIM EL E V. 14 6.
_RT IN C,R� LEFT 142-63
JNVE
152.00
116.00 CHERISE CIRCLE ---------
INVERT OUT IJ6.38 C.Bl LEFF RIM ELEK= 15705,
18" RCP C.B. RIGHT RIM ELEV.=740�02 ----- - IAIVFPT OUT 12" -pz-- 7
R�l �J.42
150.00
1 14�00 INVERT IN 135,57
INVERT OUT 135.55
1 12�00 0
CHERISE CIRCLE
< ----------
.--t ------------
146.00
110.00 C�3. RIGH 7' RIM FL E V.--- 138.30 :
INVERT IN 134.52
4 7
INVERT OUT 134.22 744.00
108. 00
............
42. 00
106.00
C.3� LEFT RIM FLFV.= 146.42
INVERT OUT 1'42.87 140.00
104.00
iNVFRT OUT 142,52
7":
rl
10Z 00 T --------
i C-R LEF, FLEV. 1,31-93
INVERT IN 18" RCP 127�23 R P
i INVERT IN 12" RCP 127.08
00
I 00�00
INVERT OUT 18" RCP 127,04
J4.,06'
PROFILE SCALE 1" = 40' H - 4., v.
C)
cL
96.00
Q
RCP
Lr) Lo
Q) Lc
...... Ln CO
(Z) Y
�0!
Ito t6
co - +
LO T 5
E T
77'
c
IA
�Cp
477�
4) bqv + (Z + +
G� No
C OR4WIN