HomeMy WebLinkAbout2004-02-05 As-Built Plan SPR JHHEIKI:'�FAGIE ]DIESIGINN GIROU[IP
PLANNERS ♦ SURVEYORS f ENGINEP:R5
PPROXIMATE LOCATION
EXISTING ��' WATER MAIN P?I�ox►MA , f.OGATiON OF LAN C�5CAI�E AI2CI-11TEGT5
EX611NG 12' WATER MAIN
ONE I"iAIN STREET
Wr-717iN5VILLE, MASSAGFUSETTS 01588
TEL 508-260-200ra - FA>C 508-266-2007
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`ELECTRIC AND TELEP
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UTILITY POLE
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ALL INFORMATION ON THIS PLAN WAS ORIGINALLY
LOCATED AND PLOTTED BY THE MCMANUS
r COMPANIES. HERITAGE DESIGN
-- GROUP MADE A
FIELD INSPECTION TO CONFIRM BOTH HORIZONTAL
AND VERTICAL- INFORMATION SHOWN. NO
BOUNDARY SURVEY HAS BEEN PERFORMED AT
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_ �' THIS TIME NOR IS ANY PROPERTY LINE
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c , >� , m m » �.>■ . . . . . . . , I, TED ON THIS PLAN
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U GAS < ! F 4" SEWER �
METER f. Ety - I�IV.=163,2 (2) 3 ft?{, ¢rl 49
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O o �R �a€i 3
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1 W m . VCG m !ACC 1'f P 7- .. INV.=163.2
t� � � � � � � � $•� DCB 9 _� �� A , c�•
AD B3-11A 4�
ST' G.2 N ,, z 4 �w �'---� 418 D r�18"D ,gam 12
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Nr cv ----_ GB B1i CB $15 t p Z
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cy 1228 {tV TP-1 INV.=16 S"FP O* � .Fa` 0000
G6 -4 SEWER
122aX V.� fI INV,=156,6 CAS
fl �
4 IN 1 4" FOUNDATION �
I I I 0 ME�R �.�y0li &`'
De:�tin Eosin As-Built 1225X I o DRAIN
_ I � E N TYP) .=164.4t � W �� � E.
from p{an By McManus on { INV t
i� 6 p k DAT 9
7, aoa5 I P CB A5---,
R=161.4
fi 3T
- 122.5. FES Al ���.
DMH B22 I =157.( €a STC A5) 11 �
4 _R=167.3
'
{FROM DMH CB' INV.= 121.2 4 -162.52 823" A�• .. � &
}, uB B24 HOLLAND E. SHAW, 5 S140, 30314
aS =164.08 FROM CB 822A R=162.
-164
"PVC i �. _ 5� .07�FRaM DMH B26) I =159." _ DMH A5-2) R=166.9
�j =162.37(Ta DMH 620)
U �' LEANt}t)T 1 =163.33 (TO DMH B23)
Qj 1$ PVC �_ �� INSPECTION
PORT {TYP} DMH B23 CB A
» I<ITHCIaN s�DER R=167.3 R=164. DCB B25
DIG SAFE `COTE.
SEWER INV.- 56.7 1 I =160A I) DMH A6) R=170,7 UTILITIES ` RE PLOTTED FROM FIELD LOCATION AND
122 ax ' , 'N�'-15s'6 ; =163-00(FROM CB B24} I =167.22 (Ti, DMH B26) ANY RECORD INFORMATION AVAILABLE, AND SHOULD
NOTDMH STORM EF I -162.90 (To DMH B22) CB A' BE CONSIDERED APPROXIMATE. OTHER UTILITIES MAY
DMH COVER MISSING s UNIT STC sao R=167.7 CB B27
DMH B26 I =164. DMH A7) R=175.7 EXIST WHICH ARE NOT EVIDENT OR FOR WHICH
-4 - --_ R=17019 I =172.07 T' }MH B28 RE CORD INS
DMH B3 166.91 FROM DMH B28} }
CB A INFORMATION WAS NOT .-
R=135.6 =16fi.82FROM DCB 825 C(:�NTRACTORS (IN ACCORDANCE WfTH MASS.G.L.
=129.74 FROM DMH 83-1 ( =166.72 (TO DMH B22) =,68`1 CB B29 I
I =164.. } C. APTER 82 SECTION 40 AS AMENDED} MUST
=126.64 {FROM DMH El)
} DMH A8 I!ls 91 (TO DMH B28) C( ITACT ALL UTILITY COMPANIES BEFORE
=126.64 (TO DMH B2} DMH B28 E� . ?�VATING AND DRILLING. AL
R=175.2 CB '� SO CALL DIG-SAFE
DMH B3-1 =171.56 (FROM CB 1329) R=171. 3 CB E3 A `` $)344-7233 l(88$)DIG-SAFE:
1 =167. DMH A8
R=13&2 171.51 FROM CB B27) ) R=154.4
=131.98 {FROM AD B3-1A) 171.44 (TO DMH B26) I =130,96 (TO D 4 E-1)
L L G E D _1 30.98(TO DMHMB3 ) B B `
DMH D1 R=143'� CB E6
STC A5 STC 900 R=141.3 I =140.. O DMH B4) R=133.5
/� /� DRAIN
p R=161.4 DMH B7 _133.52(TO FES D2) I =129.86 (TO DI, 1 E5) 1'\E Y (�7,I Nam?
AD ® A F- t-1 DRAIN =156.71 (FROM CB A5-1) R=15O,6 � =133.47(TO DMH 64)
� =156,73 (FROM DMH A6} 1 =146.41 (FROM DMH B8) D�
tt 156.48 I =144.41 (TO DMH B4) DMH B4 CB E8
B�.�� = BUILDING I L� N CORNER�N E� _ (TO DMH A4} �=£1�� sO DMH 134} R=132.5
CB = CATCH BASIN TO A21 R=142.8
TOP CHAMBER=156.1 DMH A5-2 DMH B8 =133.30 (FROM DMH D1) I =129.23 (TO DMt1 E7)
p /� p A �+ 1 =155.88(FROM ST A22) R=162.5 R=159A I =139,80 (FROM DCB B5) CB B
DCB DOUBLE CATCH BAS I =155.81(FROM RD 2-2} =157.79 (FROM DMH A6) s 155.30 {FROM DMH B10) =138.41 (FROM DMH B7) I' 6 •. CB
DM = D RA N N H L E GT B 3,500 GAL I =155.77(TO DMH A4) 159.00 (FROM CB A5-3) 155.80 FROM CB B9) =139.80 (FROM DCB B6) I _ ,5 . 0 H El5) R=132.3
R=161.8 f 16-2.0 =157.74 (TO STC A5) =155.00 TO DMH B7) =133,20 (TO DMH 83-1)
EN ENTRANCE 128.97 ( O DMH.E7)
I =
-156.40 �FR'I.JM BLDG) ST A22
=156.28 TO SMH 6) TOP CHAMBER=159.7 DMH A6 DMH B1 D DMH E1 `
E P EDGE OF PAVEMENT I =158.47(DFROM MH A23) R=164.4 R=161.0 R=134.7 � 1 �� CB E1 Q _
` PC+ EACH 810; R=134.1
R GT A 6,000 GAL I =158.42(FROM RD 2-1) =160.86 (FROM CB A6--A) =156.34 (FROM DMH B15A) 1 =129.80(FROM TD E2)
FES - FLAI RE D END SECTI R=172.0 1 =158.40(TO ST A21) ( 159.93 (FROM DMH A7) -156.98 (FROM CB B11) =130.86 FROM CB E3} I =131.10 (TO DMH E7)
-163.03 �FR� ,'4 BLDG) 159.10 (TO DMH A5-2) =156.67 {FROM DMH B12) =127.17 FROM DMH E4} � E1 I DATE' [DESCRIPTION �}'
FFE FIRST FLOOR ELEVATION =162.93 TO _MH 9), ST A3 =156.32 (TO DMH 88) =126.98 (TO DMH 83) R 00.7 AD B3-1 A
TOP CIiAMBER=159.3 DMH A7 1 =15 `0 AH B12) R=135.3
GM == GAS METER EX SMH I =158.1XFROM DMH A33) R=168.0 DMH B12 DMH E4 I =132.3 (TO DMH
�+ GAS
{� R=129.8± (EX) 158.15(FROM RD 2-3) =162.31 FROM DMH A8) R=161.0 R=134.3 SC L
G SO GAS SHUT OFF =122.4t (FROM SMH 1) =158.00(TO DMH A31) =164.07 FROM CB A7-A} 1 =156,89 (FROM DCB B14) =127.81 (FROM DMH E5) R 1 1.5ewo SMH 6 =122,07 (TO EX SEW) =162.19 {TO DMH A6) d Shops
AD A7-B o
t A I A �y1�� =156.96 FROM CB B13) � =127.41 (TO DMH E1} 1 =,58. ;� �12) R=168.1 H YY HEADWALL R=161.6 S A�3A ( =156.84 TO DISH B1O} -
=152.82 (FROM SMH 7A) SMH 1 TOP CHAMBER=159.8 DMH AB I =165.30 (TO DMH A2
_ _130.2 DMH E5 Route 11 4
CB B1
=158.52(FROM RD 3-3) DMH B)8A R-133.6 R=161.5 �
HYD � HYDRANT -;52.73 TOOSMHTS}} R=124.38 (FROM SMH 2} =158.46 TO DMH A33 R=1164b0 FROM CB A9 R-1 1. _
f 1� INVERT
�J ( } ( } � 6 I -i 2s.44 (FROM c8 E6} TD E2
I N Y = t N Y E T =124.34 (TO Ex SMH) =167.50 (FROM CB AIO) I 158.D9 (FR?M DMH Bl6) =127.68 (FROM DMH E7) I =151 ._ TO DMH B15A, R=1 1.5 I T Town f1
i�� p SMH 7A ( =164.55 (TO DMH A7} _ = _ �J
SMH = SEWER MANHOLE RMH 7 ST G2 158.a3 FROM CB B15) 127.60 (TO DMH E4} I 120-95 (TO DMH E1 {.
61.5 SMH . TOP CHAMBER=132.5 =157.92 (TO DMH B10) CB B 1' A 'NorthAndover, Massachusetts
DRAIN
I -153.49 (FROM SMH 7 R=131.3 } DMH E7 R=163.3 HW F1
T TRENCH V RA I N ( 413i.20 (FROM RD 1-2 DMH A23
p A -153.35 TO . ,'H 6) } =125.80 (FROM SMH 3) I =131-20 (TO DMH G3) R=167.3 DMH B16 R=133.1 1 =159. 14 (TO -g B16) I =1215 (FROM DMI
P - YPICAL 125.70 (FROM SMH 11) =162,99 RD 3-2)) R=162.8 =128,80(FROM CB E8) For
SMH 7 =125-65 (TO SMH 1) ST G4 =162.63(RD
ST A22) =158.96 (FROM DMH B17) =128.80(FROM CB E9) DCB I '7A +
V C C = E RTI CA L CONCRETE CURB R=162.8 TOP CHAMBER=129.5 =158.85 FROM CB B16A} =128.66{FROM CB E1O} H F3 .Companies
=153.97 (FP,,'- ` SMH 8) SMH 3 =128.3 FROM RD 1-1 DMH A31 =158.78TO DMH B15A) =128.61 (TO DMH ES R=163.9 (aCS)
A f - ) I =160.'4 (TO DMH B1`) =125.10 08' TO DMH 1
i►Y SO = ATE R SHUT OFF =153.89 (TO _ IH 7A) R=134.5 =128.2 (FROM
DMH G5}} R=159.8 �A
128.14 FROM SMH4} 156.2 (FROM ST A32} DMN B17 DMH I-2
123.05 (8 TO DMH West Main Street
SMH 8 =128-05 TO SMH 2) DMH A2 =156.2 (TO DMH A4) R=164.0 R=128.6 CB Bl A A
A
R=167.1 R=131.5 =160.03 (FROM DMH B18) =124.86(18- FROM HW F3) R=166.6 FESM
Al Northborough, 01532
=159.86 FROM SMH 9) SMH 4 ( =127.93 (FROM DMH A3) DMH A33 =160.05 (FROM DCB B17A) =122.93(8" FROM HW F3) 1 =161-1-0 (TO DMH B108) I =124.02(FROM DMH
=159.90 FROM BLDG) R=138.2 I =124.78 {TO FES A1} R=162.5 =159.96 (TO DMH B16) =121.17 (4- FROM UD)
=159.56 TO SMH 7) =132.20 FRAM SMH 4A) 159.55 FROM ST A33A) =120.86 (TO HW F1) CB B__
-ALE: 1 " 5�' DATE: March=130.20 TO SMH 3) DMH A3 =159.45(TO ST A32) DMH B18 R 1 .3 r 2006
SMH 9 R=14O.5 R=165.3 DMH G3 FES B1
R-1713 SMH 4A DROP I =£63 = ' I= BZG) I =124.50(FROM DMH IE78 `DUMBER;
C =171.3 (FROM BLDG R=142.2 1 =136.80 FROM DMH A4) DMH A34 I =161.20 {FROM DMH 620) R=135,1 DRAWING FILE NAME-
GRAPHIC SCALE =162. FROM GT A =142.2 FROM SHM 5 ( =129.87R DMH A2) R=(buried?) 161.69 FROM GB B19) I _131.67 (ST G2) GB �� 2006-06 A -B�ILT-Q L`�$(}�}.
} 162.87 FROM RD 3-3) 161. 0 TO DMH B17) I -131.54 (OUT) DWG
5D 0 25 50 144 200 1 =161.{? TO SMH 8) -133.10 TO SMH 4 ( ' - °
} DMH A4 =159.52(Ta ST A33A} FES D2 INLET aRi ' N BY; CHECKED BY:
R=161.8 DMH B2Cl DMH G5 "� 7} TOP=135_s TAB
SMH 1 : SMH 5 HE
I =156.1 (FROM ST A21} DMH B2 R=166.8 R-139.5 1 =134.0 (Ta DMH D11
R=134,: R=160.40 =154.39 {FROM STC A5) R=128,7 =161,96 FROM DMH B22) =129.89(FROM DMH G3) B
-130: FROM BLDG} -151.32 FROM SMH 6) =154.30 (FROM DMHA31) -124.80 FROM DMH B3) =163.22 FROM CBB21 =131.46 FROM ST G4) -i
) I _ ( ) 1 - ( _ _ G6 AS-BUILT PLAN h.{ IN FEET } =130. 1O SMH 2 =151.22 TO SMH 4A) =148.30 TO DMH A3 =124.30 TO FES B1} 161.70 TO DMH B18 =126.60(TO FES G6} 1 a, TC H B_ui I =123.0a(FROM DMH
1 I1` _'H = 50 FT. SHEET 1 OF 1 6