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r
<br />SEE ENLARGED PLAN
<br />'-IS SHEET
<br />I LIMIT OF WORK IN
<br />- - - - - -- - RESOURCE AR EA FOR PIPE -
<br />Ld CONS TRUCT -0N (24 FT.,
<br />1 t t
<br />7
<br />-- — ' 12` -I/8 BENDS
<br />W & cm ± t �r' -i /i6 BND �� y e
<br />Q STA.0 +00 I d IXS�BE 6
<br />/` ( ��
<br />1
<br />t-E
<br />X47
<br />-
<br />' �X
<br />� ��TA 1 2 °E t� Leta k
<br />CC
<br />,yam
<br />- x STx. G'-17t_' �E C jIj
<br />A /
<br />,_ °° 1
<br />4r �°
<br />p .. 111111 ,
<br />t
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<br />� X /!
<br />}'.�: r. ,_; .I ; ✓,',� / -; Y t
<br />cueu24� -�v8�X __zN.4n a ca4z.ao-e, t LI
<br />7
<br />2 —l("i "?iV —_ ___- �, — L— _ :X�•p _fir, "�,, �
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<br />� r7.J �
<br />1 / �
<br />i "\
<br />n_
<br />/ X
<br />t
<br />WESTV =W S TREE
<br />1 -T
<br />,
<br />r -
<br />GVRAIL 0 . __ l- ! ! ✓� c; ..__. .s,...�_._,..�..., /l C,_ \, � F'.._.. <'r, ^,� ___.. _ ._ -._ ,., /.'r.', ✓" _:!:. -
<br />l i Ur 92-3J j \'
<br />>N
<br />2- 12' -1 /8 FIENDS - - - - -
<br />f4fv0 BOUND PY
<br />SUMMER STREET;'
<br />STORAGE AND _
<br />WATERING AREA —
<br />12`X6` TEE
<br />6` DI PIPE
<br />6` GV
<br />6' SOLID SLEEVE
<br />CONNECT TO EXIST.
<br />STA.0 +00 e HYDRANT LATERAL
<br />( ALL JOINTS
<br />10`X14° TS &V RESTRAINED
<br />10` DI PIPE
<br />10'XIO' TEE j
<br />10` DI PIPE
<br />10`X8` REDUCER
<br />8° Di PIPE
<br />8" GV 2° PVC DRAIN PIPE TO BE SLOPED TOWARDS
<br />18' CMP CONNECT PVC PIPE TO C;4RP
<br />AT ITS CRO 2N > —�
<br />UT /183 a T 8`X84 TEE �HAYBALS I
<br />if 8' DI PIPE ------
<br />ve �IhA> h „I 8 ° -I/4 BEND
<br />12`XIO` REDUCER
<br />;
<br />Ll )I NEW METER VAULT Tk
<br />C [ L SEE DETAIL ,.E.,..z
<br />444
<br />2° GV TO g SHEET NOl l I
<br />€I,-/ —
<br />x, - - 8'x8` TEE STORAGE AND
<br />{ X8' TEE 8` D. PLPE WATER AREA J
<br />l 1 LEND
<br />oi — t iB J3
<br />7G RELOCATE \ - 1X CI dAT` , P MAIN /
<br />Via` i X�.Xs
<br />4 UNDERGROUND
<br />ELEC _RiC LINES
<br />:
<br />1 \ �
<br />YDRANT \ , Q T7,PGRA�
<br />/ SEE DETAIL " "'S
<br />SHEET NO.H
<br />i
<br />LCONCftETE ENCASE
<br />AND PASS UNDER
<br />SEl4ER
<br />- -L
<br />n-a
<br />:
<br />Y
<br />„
<br />r
<br />u
<br />— v
<br />C
<br />UT92 -3/ -
<br />X U7 9L -30
<br />/
<br />PLAN OF SIJAWSHEEN RIVER CROSSING AT SUMMER STREET
<br />SCALE - i 20' -0
<br />ALL JOINTS ON ENLARGED
<br />PLAN TO B`TRES RAINED 1
<br />e
<br />�i_ T ' , ON
<br />LhC'_ r
<br />T :6PGRARY
<br />DAM
<br />l
<br />1! 2
<br />I'D
<br />108
<br />106
<br />Q
<br />7 104
<br />r-
<br />i
<br />J
<br />_1 102
<br />W
<br />100
<br />r/l }
<br />X�CCl /,cam
<br />40 r
<br />SCALE -40'
<br />o' Di PI E _ 12` DI WATER VAIN
<br />-1/8 BEND
<br />8` Dt PIPE 8' WATERAiN
<br />8`X8` TS &V 0 BE ABAND01 )
<br />ALL. JOINTS
<br />RESTRAINED
<br />i
<br />1 --
<br />s� o
<br />f Z
<br />f
<br />� S jw I � _
<br />�
<br />„� 1! ' x✓r rd, --
<br />SCUT AND PLUG
<br />C
<br />CONTRACTOR TO SUPPORT UNDERGROUND
<br />ELE CTRIC LINES DURING INSTALLATION
<br />AND REMOVAL OF MANS.
<br />CONTRACTOR IS REFERRED TO GENERAL
<br />NOTE NOS" 3, 10, 18 AND 25 FOR UTILITY
<br />CROSSING REOUIREMENTS.
<br />PROFILE OF SFIAWSPEEN RIVER CROSSING AT SUMMER STREET
<br />SCALE HOR, I'= 10' -0'
<br />VERT.I'= 2' -0'
<br />C.AE DRESSER �. ��cKEE INC. II
<br />Sui�� L
<br />EG v
<br />C
<br />.a -.a... ..-�. -.rte. .«o-+.r+s.n- F.✓.s�- +c.»•mx+..v¢ .-- +ez.:N` vow. a- vwmv. ?w>+ vCSm <+- x+...au�c- c++m.w..wu..v...w -.
<br />� r
<br />RAW
<br />E(3RL RY Iccl
<br />s
<br />i;6
<br />m
<br />!12
<br />li
<br />108
<br />106
<br />104
<br />102
<br />100
<br />ONTRAC; OR TO PROVIDE C,JRB TO CURB
<br />PAI,VING ON WEST V.EW ST. ONLY UP TO EKE
<br />PA]". S[ F AP NDIX IN SFEC)FICAT IONS
<br />' GR ?AV,NG IN 1 I-XINGTCiN.
<br />A %L "nRK TH, S c' E ET
<br />"C DLD
<br />6 AND 2 L t O TO rM ED
<br />I B'a�.D' NI_:D AND - RE`�SOVED
<br />-
<br />Tt,t n�r �s I L j UASSh G LS 1
<br />994
<br />I,A, R DSTIR UT'cN SYSTFM W.`RO EVENTS
<br />t
<br />f C ;' ` s x• EE?tl STREET,�
<br />e'A
<br />E 4
<br />� °s T€..�.E�
<br />VA4j:.._,. 5. S
<br />§ 1�;fA1N e�`.1 c_a' ti��..,
<br />1 i I
<br />i;6
<br />m
<br />!12
<br />li
<br />108
<br />106
<br />104
<br />102
<br />100
<br />ONTRAC; OR TO PROVIDE C,JRB TO CURB
<br />PAI,VING ON WEST V.EW ST. ONLY UP TO EKE
<br />PA]". S[ F AP NDIX IN SFEC)FICAT IONS
<br />' GR ?AV,NG IN 1 I-XINGTCiN.
<br />A %L "nRK TH, S c' E ET
<br />"C DLD
<br />6 AND 2 L t O TO rM ED
<br />I B'a�.D' NI_:D AND - RE`�SOVED
<br />REMOVE BOX AND COVER
<br />mh
<br />REMOVE 12'x6'
<br />REDUCER AND INSTALL
<br />121 DI WATER
<br />MAIN WITH 12' GV
<br />12` CV TO BE INSTALLED
<br />PRIOR TO CUTTING
<br />AND PLUGGING 8' WATER
<br />MAIN NEAR 8`X8' TS &V
<br />CONTRACTOR TO REMOVE EXISTING 6` WATER
<br />'VAIN ON WESTViEW STREET AND REPLACE WITH
<br />NEW 121 WATER MAIN. APPROXIMATELY 5 (FIVE)
<br />>tRV!r-S ON WEST'VIEq ST, 3ETPEEN STA, 4 +23
<br />AND STA. 10+35 ARE TO BE DISCONNECTED
<br />,
<br />FROM EXIST. 6' MAIN AND CONNECTED TO
<br />NEY': 12 ViAIN,
<br />'r
<br />I
<br />-,FMlPCRARY WATER SERVICE TO BE PROVI DED
<br />t
<br />f C ;' ` s x• EE?tl STREET,�
<br />f E
<br />,VY ItGETAT!ON
<br />J�
<br />O
<br />v /I
<br />! ;
<br />X
<br />R
<br />— P
<br />It
<br />12`X6" TEE
<br />6' DI PIPE
<br />G' GV
<br />6' SOLID SLEEVE
<br />CONNECT TO
<br />EXIST. HYDRANT
<br />ALL JOINTS
<br />I RESTRAINED
<br />REMOVE BOX AND COVER
<br />mh
<br />REMOVE 12'x6'
<br />REDUCER AND INSTALL
<br />121 DI WATER
<br />MAIN WITH 12' GV
<br />12` CV TO BE INSTALLED
<br />PRIOR TO CUTTING
<br />AND PLUGGING 8' WATER
<br />MAIN NEAR 8`X8' TS &V
<br />CONTRACTOR TO REMOVE EXISTING 6` WATER
<br />'VAIN ON WESTViEW STREET AND REPLACE WITH
<br />NEW 121 WATER MAIN. APPROXIMATELY 5 (FIVE)
<br />>tRV!r-S ON WEST'VIEq ST, 3ETPEEN STA, 4 +23
<br />AND STA. 10+35 ARE TO BE DISCONNECTED
<br />,
<br />FROM EXIST. 6' MAIN AND CONNECTED TO
<br />NEY': 12 ViAIN,
<br />'r
<br />I
<br />-,FMlPCRARY WATER SERVICE TO BE PROVI DED
<br />t
<br />f C ;' ` s x• EE?tl STREET,�
<br />R
<br />It
<br />SlAWSI ' E_ 1 'R;A/�� F?( N(3 N0, I i-
<br />'V� Ct,)SSI
<br />S..
<br />IN v;__ I1
<br />i i.'ti �V i� _,�. .11 >v
<br />�
<br />L CONTRACTOR S,x ALL HAVE A REGISTERED LAND
<br />X
<br />S'� d F Y0R EfE. D LOCATE ! aM1T5 OF PROPERTY LINES.
<br />4
<br />BF 'EEN STA, 0+00 AND STA. 5 +85.
<br />2, RESTORE Al- GPOUNDS TO EXISTING
<br />CG } TICN AT `'v?RI E 'ON C F dGPK
<br />3 REFERENCE O DER OF CONDITIONS APPENDED
<br />TO SPLC'I!rA.:O'NS.
<br />Al FENCES,
<br />K, S b
<br />HAYBA ES AND Dr'3 EOCAi'ONS ARE TO BE
<br />1-OCA1ED SHOWN 01) THE nPHW,NGS OR
<br />r N GI , r I O:AN
<br />AS DIRECTED BY THE _??'� eF_R OR THE : ,.E o
<br />cq 110 Y APB COD i LFMATEN IS 116.0 MSL.
<br />6. RIVER ELEVATION 09.0 MSL.
<br />TAKEN ON AUGUST 31,1 °43.
<br />X
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<br />PROJECT
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