HomeMy WebLinkAbout2002-12-27 As-Built Plan/Profile DEF SUB 3/4/2011 0
A.)
01
125 SITE
7-%%711
V-1
Recreational Field #1. GREAT POND ROAD
STA 11+01,88
STA 0+00
CIO
I �-, WASHINGTON
CARTER FIELD ROAD STREET
Cb
32,
Recreational Field #2. 0 6
(4 7�_-7
q
01
LA
Cp
LOCATION MAP
NOT TO SCALE
H,DWL#1 7�)
INV.=!59-33
O�A
ON.
STA 0+00 N71'24'1 7"E 567-46' UMH
FX6T, EOP
BRADFORD ST. 37.71 1-6 U
6 APPROX. LOCATION OF Y-1
CB#5 6
FORCED SEWER MAIN Pi
1p,
N72*56'27"E 157' S71'07'54"E 20.78' ADIR I -
Z�=,3 7*2 7'5 0
PRE-CAST CONCRETE
R=150-00
00
BLOCK RETAINING WAI
PC STA=0+03�57 (Typ�) L=98.0 NORTH ANDOVER
G DE P NIT
�,Ib PLANNINU
z,,=6 740;35" 5� COO,-
R== 150.00
L=178.84'
f-Aw DBL Bz
V� - v �- T,111- Air
'CP
vi
tINV,=1 44�38 - -1 C--- - `�,_
k--L - - ib
P, - lj=1-F t:;f- l.
!NV�z 144 '57 ull
wtv
co
0
VV m,
3#1 "A'
v APR
I ::Z�
Iwo
T ri AND
N,
F
-mENT
NNING DEPA
PLAr
m
VP
qgggq��\g% -
\\w
AM
m
ab_
ANN&- W
1-4--molk mm"mm, -10
r NV��1142�95 \Qb o w,NO W
0'a 11 1101
m , " 7-,", ,,-
NOFF
DIM 2 A
8'4 4' W
-51"V, 5 4 Q)5'
Q maw
,
md
m
�ghip'N'�010000
offim
F1 7 El it v-, amm"w",
_v,
v 0 �_o m49"1 '31
Nv,-142 9 9 J I
0 1" - 110 \Ilk
do 4-1-1 1 V
AIR--mm-
v,
M w
10101M
�1101\\Nmkmn
L=129�66
"'S
E
AST CONCRE
'J�
8 V5 4'3 4 LPRE-C
0
BLOCK RETAINING WALL U
r R 150�0
A (Typ�)
L=21 4.4
7-7_0__R-
V
V
%
CP rp
%
01
\Q
Recreational Field #3.
I
\A -1
6-
��70
z-
LEGEND
6\-
DRAIN MANHOLE
A
0 SEWER MANHOLE
IT,7:_
L1 CATCH BASIN
WATER SHUTOFF
wv
x WATER VALVE LA
FIRE HYDRANT
20' DRAINAGE
w WATER LINE EASEMENT
_FM SEWER FORCE MAIN
-0
0
WETLAND LINE
24"RCP
-190- CONTOUR ELEVATION IN-V.=l 44�64'
SGC
SLOPED GRANITE CURB
C85. 0
STONEWALL PLAN
SCALE: 1"=40'
08
185. 0 Cr RE THE
CIO THIS iSURVEY PLAN SHOWS THE PROPERTY LINE" THAT A
OF STREETS
LINES OF EXISTING OWNIRSHiPS AND THAT THE LINES
S E S
r- PARENTH AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE WAYS
NOTE: DESIGN WORMATION - IS iN Uj w- 0 ALREADY ESTABLISHED, THAT
NO NEW LINES FOR D�V�SION OF
180. -S ARE SHOWN.
--- NEW WAY
EXISTING OWNERSHIP OR FOR
A
00 0� -- -�A
co co
�m�0 THIS SURVEY AND PLAN CONFORMS TO THE ETHICAL, PROCEDUrL
CID
INV� 142,94 to �6
rl_ -��S FrCQ THE PRACTICE 0
180. 0 CD ECHNICAL STANDAR F LAN D
O� + AND T
Oq ry SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS�
LO
Lo
+ + C1
Lj LJ ff) + i5��l
r- Ln !7
bj�; - 06 T 4 PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE
<
00 ,00 0 H I SA
> < 0 + + (,0
U J cun �1? +,��- U)
0 f- 1-14 In r-_ cn 01 RU"LE$ AND REGULATIONS OF THE REGISTER OF DEEDS OF THE
U) < F MASSACHUSETTS.
r') -7 < COMMONWEALTH 0
0 U_ In Q
ox Cn (0
Oil Lunn) _j
Uj<� 0 tn 1�_ - Uj to
001- lav, it w II
a m tk AS-E31JILT INFORMATION SHOWN HEREON IS THE RESULT OF
1 -75. 0 _j In 00 -S M
SURV
Cn 0f 0 0
EYS BY THIS OFFICE FROM JULY 2003 THROUGH MARCH
m rQ
m
M
m- -0 2011 .
-�A OF
_io, 0
cn V"
f C IAl 8 1 SV P H E R
mal fill
fRANCHER wd��rt
m -gn �,,@P
W
0 w M�_WWF
Aw
4901
m
m
01
170. 0 L-J
111-011FAM1511-01
'v\� P
77"
Ae
'R
,-A3--BUtLT CENTER LINE PROFILE (TYP.) Ld
W
_J1
r \� _1\ \\`\` \0,4
"o v
QATF
CHRISTO H FRANCHE
165 0
I N
-0 -110WN kIEREON 1 S
THE AS-BUILT INFORMATION
B T ON S, C
WITH THE SU DIVISI N REGULA I F
SUBSTANTIAL COMPLIANCE _NT OF THE
C�
165. 0 7�1 THE TOWN OF NCR-Tr� ,ARDOVIER AND THE DESIGN !NTIE
0 co
C"i 'NS,. BASED ON THE AS�BUILT,
"A' PROPOSED_ SUBDIVISION PLA
LO
ION AS DESIGNED.
INFORMAII
p"mmemm.
tg "DRAINAGE SYSTEM WILL FUNCT
gampek,
p S q
60 0
0 5' COVER (MIN�),
00 N
NO!N Nil
-64�Fo�
DE 'IGN CENTER LINE PROFILE (TYP�) + to
i 4' COVER (MIN.)
T_
t,RA
LQ
ROPOSED G AVITY
FORCE MAIN TO PROPOSED G
SEWER AT CORNER OF BRADF RD STREET UVIL
160� O :,T 60-
0 t�_0� N
Lo IQ
U�0:� 155. 0
0 0 SEWER
L.L b" FOR AN MOM
PUMP TATION f
W ft� 11 1 _�/
L,5 SEE P AN VILW DAT
+ + FRANK C., MONTEIRO, P,E.
155. 0
z 61 LF(60LF)
SEWER FO E MAIN (TYP,) Ln (0
m
00 -
�2 cr) 150, 0
LO
ca
Li
D40 O�
o6 co
150. 0 Cp Lo Ln
< 0.007 /FT Lno
0,012FT/ (Din DESCRIPTION
8" CLDI WATER Li E (-,YP.) 0-011 FTvF7) (G.i -�0 11 BY DATE
N 0
G)0(0 Lr) co fD Z Z C) 0
Ln REVISIONS
>
> z z z zz
FT/FT) 20 145. 0
6� 61LF CARTER FIELD ROAD
IT m :Xn AS-BUILT PLAN/PROFILE
00 COD 12"RCP z
t >>
ULF(86L -7 7; STA 0+00 TO STA 12+66.8,8
o 12"RCP
0
C14 145. 0 in 24"RCIP FIELDS SUBDIVISION
'_1 00 co 12"RCP 128LF(I 28LF 302LF CARTER
cr)m TO DMH-"
00- _�4L �t I- 12"RCP
a- L0
PREPARED FOR:
Lo Ln- 11 1 Ill
IN- OUT=145,83 146.02)1.
tj T 1-1��:!s N=1 46.76 14 0_ 4
ZZO �O INV.IN=1 47.1�(i�!.��)(CB#3) IN I H 140. 0
Z D '00 TARA LEIGH DEVELOPMENT ) LLC
0 [D >> z INVJN=147� CB44 INVIN=153.46 15 54, D 6
>
tNV`JN=147. 0 147,95 DM 2 1_7 I- INV IN�l 5152 154.02 D
0 :3 121 CARTER FIELD ROAD
Lj CO INV.OUT=14 .70)(1 7.95) 0. 0 S 01845
< NORTH ANDOVER, MASSACHUSIETT
0
m 140. 0 Ln co
< Q0 0 Ln 0 44 Stiles Road,
L0 0 Lf) �D Suite One
4 :��_ -f cc A now- I I
Ln QD -ampshire 03079
0 C-NI Ln Q0 QO ;"w up Salem, Rew H
CD co f--r) 0 Ln cc LO Ln
0 r-r) In Lo
Ln C\j CIO cl_� CD LO 00 LO (D
0) Ln CN QD
N Ln LO -N-E
CD
C,� L r__ r-
CN C-0 CO U-) 00 Q0 (603) 893-0720
QO - 0 ENGWEERS a PLAN RS * S
r-- C1,1 (D co Ln Ln CD -U,RVEYORS
w Ln in 0 0 Ln c-o
Ln CD Ln 0 WWW.Mhfdesign.com
m U-) 0. 0 0 0 �54,gn QQrsWfants, Inc..
co - - CD CD �Mzff Qp
cc 0 0 CD Ln 0 Ln ING NO.
0 0 0 LO CD + + + DRAW.
0 0 0 0 CD Ln 0 LO N DATE: MARCH 14, 1 t09A8WS.DWG
L(-) + + + + 2011
0 0 0 0 0 In 0 Ln 0 + 4�j + 0 0
Ln CD + +
< In o + 00 0) 7- CHECKED By� PROJECT NO, SHEET NO
CD + + + + + In Q0 03 DRAWN BY:
+
+ 1 OF 2
+ 110900
+ JAC CMF
M
0 CD
PROFILIEJ
SCALE: 1"=40' H0RIZ./1"=4' VERT�
SERIES: AS-B ROAD I SHEET: S001
n
AS---BUILT PLAN/PROFILE-CAR 'ER FIELD ROAD
STA 0+00 TO STA 15+12,3`8
-
LOT 11CARTED FIELDS SUBDIVISION
LOT Q PREPARED FOR:
LOT
LOT 12 LOT
TA RA LEI H DEVELOP SENT, LLB
AS- LT
LOT 7 121 CARTER FIELD ROAD
FOUNDATION
L
N
A -
NORTH ANDOVER, MASSACHUSETTS 01845
OUNDATI-0 LOT 5
C) N,DATin
A5- i
44 Stiles Read Suite One I \ +DATE =v
va ai ,
� 0 Salem, New Hampshire [� 679
0 � F�Ufv1D'Al[��t ,Aa,�-BUILT � �..: ,�„� ,� ,,.®® ,,,,,
C6 11 0720
ENGINEERS * PLANNER * SURVEYORS
www.mhfdesi n.co
dl ,ELK - � ' � � ,� ���r� MHF De J n Con a tant Inc. � �,
As JILT \ TWIT. ecru _ wA CB 12A
U,
f + I -� I
[ JNIATII a , DATE; MARCH 1 2O1 1
- � D9ABG
Nc. IDRANfING NO..
walel�
w f -
DRAWN BY. CHECKED BY. PROJECT NO. SHEET NO.
`� Wf r3 r I iC t
.SAC CMF 110900 2 c�'I'
- HIT. CONC.
fT
- i
I I PROPERTY 17T
sc THIS SURVEY PLAN SHOWS THE PROPERI . LINES THAT ARC H
e _ s
ce ( Y .) E
, _ � .� -- -.T � ..� � ` >rr LILIES O� EXISTING OWNERSHIPS A THAT THE ;
� � _ � .� � ®; ShIH,3 =� � E r � a y--- AND AT E LINES � SI BEETS
FIELD
_ - -� LOT - AND WAYS SHOWN ARE THOSE OF P V
- �v PUBLIC OR PRIVATE SAYS
_ S w ALREADY ESTABLISHED THAT N DIVISION
_ z• �MH12 C61 M O NEW LINES OR DI JIB ON OF
`s
EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN,
ry
A5-BUILT
THIS SURVEY ,AND PLAN CONFORMS TO THE ETHICAL, PROCEDURAL
AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND
AS-B!l'LT
F(DUNIDA71cTN CLr=AN ur I-` - - , = SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS.
`Pat o c� a o a 0 o Q o
AS-BUILT 1f � �� I 24.81 THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE
FOUNDATION
t 7 I RIM=160.05 I RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF THE
1 � _ I INV.IN =149,7 COMMt N JEALTH OF MASSACHUSETTS.LOT 15 AS-s +LT 1��
� �� INv.o�rT®149,40 I� �
LOT FOUNDATION
� DAL
I.tUT � � � � � ���"�cl� � .� _._ � � I �I�� � CB#9 THE AS-BUILT INFORMATION SHOt�VI�I HEREON IS THE REVOLT OF
1 ® � ® � NvN CB10 FIELD SURVEYS BY THIS OFFICE FROM DULY 2003 THROUGH MARCH t DETENTI
IDMH #15 �f � SYSTEM # �� IDM� �
( O1 1 .
�TtOF:hACE�Tp� B�TrtUM
7� RIM=16438 .
[ INV.IN=157.63(DMHy12A) 8"RRCP
ran t INV.IN=158.33(DMH-14) II p j V11A F �
INV.OUT�E 57.13oil
1� OUTLE1 CONTROL LOT 3
CHR1-Tt�i�HE
STRUCTURE 2 � t�I�:
tt( RIM-157.95 �� L
f1 INV.IN=1 49.15
4 �
t +
-LEGEND - � �
. -
'-CP CHRIST -RANCHER, P.L.S. AT
w , 14 _ _ DATE
103.8 ---W r _
GRAIN MAItHCLE u- ___ - `--- - -� 4.1 _. _. ...,_ - _ M�1 _ _ t s
- 3 _ _ - -
..
Q SEWER A�HLF � _ � _ �� � .,, �_ HE AS BUILT INFORMATION SHOWN HEREON IS IN
7 C
�. moo. _ v� �.
v. c � SUB TA,�lTI �
��. - y „� S AL COMA �IANC WITH THE SUBDIVlSI�C�t REGULATIONS
y. BALK ��,vy � �- � ULATIONS OF
C� CATCH BASIN ,� .� �.y .
yy DESIGN I ,
. �� >u �. �� .. � �` THE T'ON OF NORTH AI`�DOVER AND THE INTENT Of- THE
L R _ _
,. TER SH170FF
PROP{ EG SUBDIVISION PLAN. BASED ON THE lLT
I u
Aq � t
r. . _ 3 :... .. Play Ground 0�.
iiV[- \ l`ITI L+[ [ IEIIYAt YIIVI � � � T[ ,�v AS E�f ' .
WATER VALVE �
FIRE HYDRANT
, LOT
WATER LINE ��
I
rt
' +, ,
,, � , :
F> SEWER FORCE MAIN i' s-Bt1ET 'A Ito
CIVIL
PLAN
>
>- - WETLAND LINE � N 36341
® CONTOUR ELEVATION SCALE: 1 "=40'SGC
�
SLOPED GRANITE CURB
STONEWALL 6
I
/0
_ gr_
DESIGNA+ t I P,� E++F 'I F N C, MONTEIRO, P. DATE
05,
0
F .
co
�.
00
2 SOD >
co
r II
4
V)Of
195. 0
c' CO
00
un
CID (D
tom " 0 L W
in 0 r-- f 11
190. 0
- -- -
Cn
C� � _ II 28LF
II 12'RCP
Il II =0,087 FT/FT
c ' 80LIT (80LF) FROM `B 1 1
' 12"RC P
185. 0
S=0.006 FT/FT
the
180. E - - L I
Ln
F 20LF
L-i€ cN S=OJI.12 FT/FT jl:::`.:
_ Ln
_ c P (S=�D:C]05 F-I/FT
cat ' Il ' ' FROM 'CB12
0 coo
CP
LO
I
t + II n-
175. 0
Of 11 II \4::
r \\ \\\r
t4 w \\\\\. .\\
,,� 4-�u� ,� 11 .
Q ] r OW >
F - m
0 + � �
CLnD
< <J
tI3 J tP7I ii rC
,r
r
\\
+calf
DESIGN CENT R LINE PROFILE TY r - � �
{ ) N act Lo � n
II II Ln
C3t17� �dfirY .� +� tc7v_€� � .�
Am
-_.
1 AS-BUILT CE TER LINE PROFILE { P.) €r�� Lr -F Il �In
I � ,�,` 7 -
_ - _ _
¢r
M� p c3rT
in M +In' � 0 U 0
0 0
c["s
160. 0
rc r7
s zZZ0 0
z Z z z Z
z
- 15"RCP
78LF 7 lI-F
1 2"RCP
C 1515. 0 _ 36LF �r>
S=C.C71 F �1T
(S=0.005 FT/FT) S=0.003 FT/FT tO DM €
TO DMH 1 (S=0.006 FT FT
� �
j TO U.G, SYSTEM ' �
181 LF(182L )
C
Q.003FT FT(0,004 t T/F7)
8" PvC
\ 150. 0 182 LF � M ��' Ojai
-
- - - - -
163 LF (hdV.IN=151.55 181. 4 DBLL* CB. 'j} 12 R P in
. c !Ivv.IN-1 9, 6 159.27 c 1 a - 0.004FT/ .
!NV,1N-151.57 151. 4 DBLE. CB. 10 S=0. 15FT FT S=0_01 FT c
1NV.GUT=158.88(159.00 FRCOM SMI 4 - / � f (S-D.004 /FT) ai 0 4 u)
0 a" PVC ) FROM DBLE. C3. 9 >) � 00�L C -
NJ,[1UT-151.29(1 .39) r 20[,F(2�0LF) via�a�
J 114 L INV.CUT=159.34f 159 35
5=O} O 3 FT/FT INV.GU'T=151.98 151 84 .2 R • I[ II II
c� M (S=0.0 3 FT/FT) S=0- ,T/FT(S-D_01 FT/F ) II II II ,
INV.CUT®159.42 159 35 Q 0
TO SM 7 FROM DBLE. CB- 10
IINV.OUT-152.1 1 1 51 84 9 z z z z
-- --
M 1 455 O i I
I
0
t �. - -
C � r re L0 IJ
(0 LO I1) 00 I-40 00 C 00 G� � CCU Co 0 7 B C� �1 � � �I p 0 Ci � J(} [0 � � � C� C I � I � 1+. t-)
CD . _a cO 0 � � � � � CO � CO I�
- - - c r-
.
cis - � � �_ � � � �- r- -
Q Ltd C L L .~; L L L Q L J l Lf� � { mm
' + + + + + + + + + + + + + + 4- -} +
Ln
0 - t` I L LC) C.0 [ l E' 00 � t )
7-
0
-
-- PROFILE
SERIES: AS-ID ROAD 2 SHEET. S001 SCALE: 1 -40 HORIZ./ 1 ==4 VERT.