HomeMy WebLinkAbout2003-03-25 Final As-Built Plan DEF SUB 12/6/2007 j u .
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PROJECT BENCHMARK IS THE RIM OF A CATCH BASIN
m LOCATED APPROXIMATELY 138 FEET NORTHEASTERLY
—9
CMP AND
J �' R.O<W. EASEMENT C7 2 12°" ha 1
OF THE CENTERLINE INTERSECTION OF BOOTH A
« rn INV.=255.01- N� �12" CMP WALLACE STREETS. THE ELEVATION IS 277.90 FEET
CB ti , INV.=254.75 � .. N.G.V,D. OF 1929
Imo, RIM=267.7 DRAINAGE PIT m
27 �m Z_ "'~� RIP—RAP x p
�. FABR C REINFORCEMENTBLOCK RETAINNG WALL ITH SWALE � ' CA
C '
ENE N
- - ---�....-- � �`" �� _� 1. BY NORTHSTARSEE LAND R LAND SSURVEY SERVICES DATED E 3263 AND PLAN RED
'� _ _ � - .� - "4 ,%` S ° MAY 22, 2003, FOR LINES OF OWNERSHIP AND EASEMENT.
26 _.._ " 25' WIDE LIRAINA E EASEMENT 1 = rr
"� -�-�-_ 2. SEE INTERIM' AS-BUILT PLAN FOR WALLACE AND
C8 N7 " TIMBER - i ! SAVILLE 'STREETS, DATED DECEMBER 13, 2003,
MBER GUARD RAIL ST l BY MILESTONE ENGINEERING SERVICES, INC.
RIM=267.71 (� p
Sb { y FOR SITE CONDITIONS AT THAT TIME.
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WATERMA}I�V ua r 6EQ) >r
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CURB VALVE' AND 'BLC WOFF P 8"X8"X8" EE ' QH .SB S� x w
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SCALE 1
1'"=2' VERTICAL ` I o
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p � �"'�, "��DH SB DRILLHOLE STONE BOUND Nfi ', �- `
IR IRON ROD �, I
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El CB CATCH BASIN 264 - 020
QMH DRAIN MANHOLE r
.—, N
`~ JTA.22-N-ry 5'RT F" �C �- I NON—JURISDICTIONAL`" , rf r."'' ED
SMH SEWER MANHOLE CB 1.2Ui
4 �. RIM=253.9 U_ ra (OLGATSEO) ETLAC N _ .. r,
rn
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END SECTION to I , I (,'1 N �.... G
MB MAILBOX
�' SUMP=24 S W/HOOD 0 can OVERFLOW
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�._- ._ ` �` I N .OUT=260,18 W,/HOOD
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' WATER SHUTOFF _— �, + + 0cni
\ SU P=247.18 cv 0 tca
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WATER VALVE I e°. ° LU w
25'
"NO DISTURB" ZONE rl � �, �"�� � as � � � t�
finiffia..Department
50' "NO BUILD" ZONE ` ''I'p `�, n of N Andover
-- --- 100' BUFFER ZONE ,0
` , , Strut
.— —264.--. .�"". ELEVATION CONTOUR °`� � `` O —. �' Id,g. 0,Suite 2-36
I � � � L C TI I ,DTI
X 264.12 SPOT ELEVATION ! `�,� 1 r o P dower,I� A 01845
_ _ ____--- _ - ------ Andover Planning card
2�6 � � � ,� 1. ALL UTILITIES SHOWN HEREON ARE AS BUILT AS TO THE LOCATION AND GRADE. � �, �.
FM FORCEMAPN _ ATION
D DRAIN PIPELINE
', I � "�� �`` �'`` �. 2. ALL STONE BOUND MONUMENTS HAVE BEEN PROPERLY AiNlrl ACCURATELY SET ATELY r
S SEWER PIPELINE I1, j Meeting fate:, .
� I ``�. � � � IN ACCORDANCE WITH PROFESSIONAL LAND SURVEYING STANDARDS. �'
W LAN
WATER PIPELINE A
`'� 3, TH WAY LINES AS SHOWN.E ROADWAY IS WITHIN.. THE RIGHT-OF-
i 4. THE SUBDIVISION I ENTIRELY AS CONSTRUCTED IS IN —
�— EDGE OF WETLANDS i � � � �. � -- ----�
ACCORD, WITH
A C -36 'WETLAND FIELD FLAG I `�
, THE PROPOSED GRADING PLAN AND THE DRAINAGE PATTERNS
RCP REINFORCED CONCRETE PIPE
CONFORM TO THE DRAINAGE ANALYSIS AS SUBMITTED AND APPROVED
BITUMINOUS CONCRETE WALK BY THE PLANNING BOARD ,K `r fM"z
BCW I Iu
BRW
BOULDER RETAINING WALL { } ;` '' �" FINAL AS—BUILT
SGCIN
SLOPED GRANITE CURB
VGC VERTICAL GRANITE CURB
y k
.:a s
P CORRUGATED METAL PIPENo",RTH ANDOWER, kASSAC577JUSETIZi
ST STREET TREE
JOHNV4LzcVA1mP.E. FOR
R RED
CONSULTANT
TLLACE AND SA VILLE f
STREETS
w 1 LL
FOR REGISTRY USE F.0. ! �X 150, MERF�?1'1�!A C', MA 01860
THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS,
,
246 ---------- AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC
I OR PRIVATE STREETS OR NAYS ALREADY ESTABLISHED, AND NO NEW LINES LEA�'E%t ECEMBER 6 200
� r I
FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN.,
I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, x _
ct ,� AND BELIEF, THAT THISPLAN WAS PREPARED IN ACCORDANCE �TH 'THE ���� 1 �2� , ,
� RULES AND REGULATIONS OF THE REGISTERS OF DEEDS.
ST 22+38,21 RT 0 10 2.0 40 60
STA.2.0+13, RT 6 D H 1
LEACHING B 1 RI 254.06
RIM=265.29 x IN .IN(CB 1.1)®24 .42 a O T A
I I
IN .IN CB 1.2) 24 .32
G IN .OUT=249.44 S.
1
244.00 /DATUM ELEV _ r .�HOFMANN
TANNER Y"-- 111 ? --- Sul T E
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(0 ca w L LO LO � f 978) 465.---2940 FAX : (�'97 ) 465— ? 97 "
`n E `MAIL J"�oRT,�+"srAR01 950* AOL.COM SHEET T OF 2
J Y S. H MANN, P.L.S.
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241 41
8 XI XS TEE 2 STORY �,. � �.
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W/ " GATES VALVES . 1 2 STORY 244--... � I `
8" CAP, >_ 2 1 /2 STORY
�a �BLOWOFF �1��;- � �65b ���� W.F.D.. . � W..F.D. ��� a � �
2 VALVE, AND ,
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1sr, 246 ' � 246,1E241,01 � tiY.�.d.J'>
y 1 RIP RAP 24 .66 w 0 1 t �'- ,
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SLOPE _ .: > 24
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ra DF 249,1.y r- ass, c IM� 253.�R1 4 r. 1 r� � .� zc� � �� � -�1 �_ ��1.e� GRASS � GRASS' icy� t� NUT ON\HY NT
oil 2 078 e,01 r"y z5 .s4 .._ .� a4k.13 m SMH s --. 2455.00 1 i /,,T I\j % ELEV.=24'2.33
_ 4 2 ss.56 'Jrr 10 -�t9 2 1 SM I'h S / ST '
' E - - 246"10 z 5.05 QCI RIM=2��44 �` � x ;�, '� C-.36
257.�a 4C ✓ x 24b.57 44
�50 T X 4�v � a44.4 � .._ ._ ...� --- " ;�2�2,�12
r. .5r� G.. MB i 24.6 02g-6 "CORPORATIONS
I 248,9 _. _ [IMI [4,68S i
X .� 252.00 ti .a,, 24s, 2 a.0 247.97 45.s -"W , 1` a4. s �a . 1„ O POR'ATIO'24016s - i5
tin 3 4 ,,ra,,� C 2
• 2 . 5 2 P Y�r FM , "RCP WI L..1 ''? 1 .
1 C0 RATIONS D �- 1 CORPORATIONS S G fC
FORCE �1A1 fa.36 X
WV „.., , L4 6 P.
254.2 1 _256.�7 i AI L'�E STREET5�1
GRA S
� 256,56� .mot-�---- '�-- EISTR'Y USE
5 .° DMH' 1 U �12""R - CY - f - ,. X '\ FOR R
52 2 0.2 _ __-------- 12"RCP D c 12"R'CP ❑MI (40 ''IDE - PRIVATE)
a,2a 2 PVC FM
263,20 t , 251.81 248.f,. I �.s 2
c� o� D /
r �. z4F�sAf
7255,4. , _- - 66
MI3 2v.2
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OEM3.7 C8 -`:2 ST y z41.20 2 0 -A � X -------W z.37 1 �.
54.3 i
25 0�xA 63)r65 6, PLAN
T _ r _ a1.65 24-
a40.ar •7�6 T w, a ,� •,., ,
_- -- � 5 .0 x 2 par
264. s.1a. z55.s0f r, DH,/SI 25L81 `` . ® ` 2a5.p4 43.07 23 IR SET C-32 SCALE
r ti /
\ ` 2 DH/SB �, (SET) C3 E SMH / '`�. z41.50 MB .s� F
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a 00.oa B >. T_
_. (SET) .._ _. �� BENCHMARK\ /
a5 s5 � r" '256,p - _ _ � ~4� �a� � � �� � TURNAROUN EAS MENT � � : s fI a, � � _.
J
0. d56,3! / A 248.$4 P
25805 ._ X 251,00 PROJECT BENCHMARK IS THE RIM 4F A CATCH BASIN
LS �M ., " � LOCATED APPROXIMATELY 138 FEET NORTHEASTERLY
262.51 R x- -
x 256.64 U �] /r \ 44.0 2 b4-
256.83 � GRASS � f OF THE CENTERLINE INTERSECTION OF BOOTH AND
LO
Ln a- > t �, OVERFLOW
L, d 1 1� G 2.39 ( C'_31 WALLACE STREETS. THE ELEVATION IS 277.90 FEET
,�. ' ' ?43,1 z4 . s 3.sa a 241 f CHANNEL (N.G.V.D, OF 192'S'")
y� �c 9
1 f 248 9t3 47,8 x 0 C 2 C x _A
ca CL '- - x1 245.EC} �_ <44 a41.5a ,
_ 1 1 `��?
tY .` x 25,245 �""►.. T 6,, 11 1 tP 7 �-30
2 6.43GENERAL NOTES:
_"
yy 1
I G
_.
qPI` r'1 �d � "'"V� �
r 1. SEE LAND COURT CASE 3263' AND PLAN PREPARED
{ BY NORTHSTAR LAND SURVEY SERVICES DATED
f
MAY 22, 2003, FOR LINES OF OWNERSHIP AND EASEMENT.
SHIPS, ��
e 1. ALL UTILITIES SHOWN HEREON ARE AS-BUILT AS TO THE LOCATION AND GRADE. THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNER,. . SEE INTERIM AS-BUILT PLAN FOR WALLACE AND
L STONE BOUND MO TS HAVE BEEN PROPERLY AND ACCURATELY SET AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC
2. AL. NUMEN SAVILLE' STREETS, DATED DECEMBER 13, 2003,
IN ACCORDANCE WITH PROFESSIONAL LAND SURVEYING STANDARDS. OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES BY MILESTONE ENGINEERING SERVICES, INC.
3. THE ROADWAY IS WITHIN THE RIGHT-OF-WAY LINES AS SHOWN. FOR DIVISION OF EXISTING OWNERSHIP OR NEW 'MAYS ARE SHOWN. FOR SITE CONDITIONS AT THAT TIME,
` 4, THE SUBDIVISION IS ENTIRELY AS CONSTRUCTED IS IN ACCORD WITH I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION,
i AND BELL'
CENTERLINE iPROFILE � THE PROPOSED' GRADING PLAN AN �"NE DRAINAGE PATTERN; PREPARED IN ACCORDANCE WITH THE
0 LEGEND
CONFORM TO THE DRAINAGE u � UY 5 SUBMITTED AND APPROVED RULES AND REGULATIONS OF TH THAT THIS PLAN AS GISTERS OF DEEDS.
256 BY THE PLANNING BOARD
� DH SB DRILLHOLE STONE BOUND
➢� J FF IR IRON ROD
HOFMANN'J
�1 0 CB CATCH BASIN
DMH DRAIN MANHOLE
SMH SEWER MANHOLE
At FES FLAKED END SECTION
JOHN D. SULLIVAN Z P.E. EY S. FMANN, P.L.S. OMB MAILBOX
` CONSULTANT p T TELEHONE BOX
k°- -_-_ _ ® _ _- p C CABLE BOX
_
� D E ELECTRICAL BOX
� `
8 �c8 �E I � � UP U TILT T`P' POLE
ER
i
WAT SHUTOFF
ww
PROFILE WATER VALVE
�. SCALE 1"=20' HORIZONTAL ^�- 25' "NO DISTURB" ZONE
I I
1`k-2C� VERTICAL 5f�' "NO BUILD" ZONE
. .. .. . 100' BUFFER ZONE
-
®� _._._______.__._________-w._ _____ .___-. - I _._._ _.. ._.____..______-._-...____.._ __.__-.__.__ ___ ___ ____ - -__- _-_-_.__ _..._. 264- - V�T_.�� _.__r_ ____._ ._...__._.__-- ---__-_--_ ._..-_-- ___-_-______-- .---._---____ __._.._A.- _�____.._�______ ____ __.____-_-_____..-_____ _ ELEVATION CONTOUR
X 264.12 SPOT ELEVATION
BLOWOFF STA.33+01,10'L __�___
CB 2,1 I FM-
CB
RIM=240.63 D DRAIN PIPELINE
8ACLDIATERAMIN ( INV.OUT=235.7 W/HOOD S SEWER PIPELINE
W STA.33+01,�0 R o W WATER PIPELINE
�• CB 2.2 - EDGE F WETLANDS
E O
RIM=2 40.67 i
TA.22+26,25'R INV.OUT=235.5 W/HOOD WETLAND FIELD FLAG
C 38 WE
B 1.2 SUMP=232.02 RCP REINFORCED CONCRETE PIPE
IM2 3, _--_.. �. __..____ ._...w.._ .-_.__._______..__.. . BCW BITUMINOUS CONCRETE WALK
STA,33+08 7 RT
I MOUT2-4 49855' W/H00 I r�J'�"G° DMH 2 BRW BOULDER RETAINING WALL
LsuIM=240.21
SGC SLOPED GRANITE CURB
STA.22+38,21 RT '`�� I V,IN(CB 1)=235.53
VGC VERTICAL GRANITE CURB
DMH '1 I V.IN(CB 2) 235.67 I
RIM 254.06 4 CMP CORRUGATED METAL PIPE
r I V.IN(DMH 1)=23'5.63
INV.I EX.CB 1,1) 2 9.42
�``� I� V.OUT=2 5.61 ST STREET TREE
INV.I (EX.CB 1.2)=2 9.32
INV. UT=249.44 i STA.33+30,26'l T I
FES 1
I
RNAL INV.OUT-234.9
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, RED FOR
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