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SEE SHEET C24
<br /> SUNSET AVE
<br /> CENTERLINE D TA
<br /> r/w
<br /> 5, y
<br /> t>
<br /> 2533 2545 2603 2611 2619 2627 2635 2643 2681
<br /> K20 t CLj ADJUST MH FRAME do
<br /> CONSTRUCTION h ADJUST MH FRAME 6c
<br /> >/
<br /> (►9 °� 6g Fl) COVER TO GRADE
<br /> COVER TO GRADE 1 AC P.I.P. EXISTING
<br /> O FI x
<br /> 4./1 m G DRAINAGE SYSTEM
<br /> EXIST. EP
<br /> - - -o o - - 6"w - - - io• o _ _ �� _ - - - - -I�'= `-` ,o o - - - - - - - - �.{ - - - - - - - - - - - - }o o - - - - o o - - - - - fx I .a - . _. -
<br /> 61w 0
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<br /> i
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<br /> • ^?^ .r h^ .5. . d" .. ,. ,r ,. � 'Y r. .. '`y. ...� ,. ,. ...a .. r. . `�.;k n .- .. r 1}. ,. .,..5.,Vitt. . , . r y A" ..why'• ... .Y. ,.. .,; p :..rG px; :.
<br /> 5 Sa �..�. .��ti4^v,....tZ2,'..m 1�� .. .y'•'.n^`+. \ / er .. � ��n`.'� . . ', t„ '� ., ., r - ., fv.. ,�. ir. $ - �. yn.,/::.'. t tx''�,.�... ..s,�''. J ,:n.t. .wC. *..of � s� ` ..
<br /> n, 4..i>u.._Sh5_e..�_.�...htvca ,.....-...n...hii.LS. •.Y'��....�N_ Xt'.^1w 1'Add�.+L�S�✓an&r �:$r3h.SKh�Ynx{��i�&�.�N��S�`Y�[:��3.^�i� � ��+:1� '2$ � s: Y4��. G:SS[.',�5�2'DA"x v:C.�9?[<t �a�n�:a. R1...: �,e.:e<.i�r.v>r.,,a..r1 � '` arc} �rY.
<br /> 3+00 4+00 5+00 4 I
<br /> - - 5+00 S71'55'30"W 544.48' 6+00 CONSTRUCTION h 7+00
<br /> C148+D0
<br /> cI ❑5
<br /> .. ... 3^.. ,.. N ws-;ir>' r ..t. Y''Y- ".1�'ir�' •. ...str "ti>"=S+T .H. iv;T. . �r ... .., ..P•,'
<br /> NEW_r. .. r--., ... 4 G - -_ -_ _ - _ -; '._., . __ __ _._IIII-._ __. ._ _ __ - . ... ..'. '�- .. .rx.„Mr .::r:A'X..>f,.{RJ.1'A.r�F,.�.„. .SS'i .r. Fia+.r....,',, rr,v.n✓.,.M.,.ti !a`, �"-4i"i3,G. -1f.'tT.f..w r.k.,.+.. S,x Y�.S,Kih�.f.^L'^.JC.,r{`,'.\X,/.;,"'t N'},Y.r,.....r+-ar.Ti._ .."YrC.Y'' r 1'C.:.k',vi.'yS�x�u'xS���ur`�< rti i .. :'..` - yp . . ->T -% - _- _'I-i - - _. - - - --. _.•+. ,.. r- "--3. - - -.. IN
<br /> - - ar _w
<br /> .. �
<br /> Y•i.".
<br /> (7SV�■
<br /> -- -- - - - - --
<br /> t0 _
<br /> - 0 O
<br /> ♦ O
<br /> I
<br /> I
<br /> 77
<br /> P
<br /> lti rya 2 h10 ^y a
<br /> 5 P.I.P. EXISTING ` C `' C ry� C C END AC OVERLAY
<br /> 2530 EXIST. EP 2536 2548 2556 AC TRANSITIONDRAINAGE SYSTEM EXIST. EP
<br /> to' 2602 2612 2628 2636 2644 2027
<br /> 2620
<br /> CONSTRUCTION NOTES:
<br /> Z Ell STA. 4+611 (16'±LT) ❑2 STA. 4+49± (19'1 RT) FAI CONST. SDMH TYPE-1 (SEE PROFILE FOR
<br /> BENCHMARK F Z>- REMOVE AND REPLACE EXIST. STORM REMOVE AND REPLACE EXIST. STORM CALLOUT). AC INSTALL 0,21' AC OVERLAY (TYPE B) PER STA. 8+25.2 FLORIDA AVE.
<br /> CITY OF STOCKTON BENCHMARK 344*. E o �� DRAIN INLET DRAIN INLET DETAIL AS SHOWN ON C-2. STA. 1+00 SUNSET AVE.
<br /> ERM 266 IS A RAILROAD SPIKE 1.7 FT, ABOVE THE GROUND IN z z v1� " " h INTERSECTION
<br /> a z CONST. 18 STORM DRAIN INLET CATCH CONST. 18 STORM DRAIN INLET CATCH
<br /> a BASIN PER CO. STD. DWG CW-D14, BASIN PER CO. STD. DWG CW-D14. 4 REMOVE EX. MAINTENANCE HOLE. REPLACE W
<br /> J.P. NO. 71623 ON SE CORNER OF HORNER AND ANTEROS IN F5-00 J o Zo / RW RELOCATE WATER PIPELINE
<br /> EAST STOCKTON. *REVISED 3/00. ELEVATION: 26.53, o a o " » SADDLE TYPE SDMH (SEE PROFILE FOR 0
<br /> / CONNECT TO EXIST 10 SD NEW D.I. CONNECT NEW D.I. TO EXIST 10 SD BY OTHERS
<br /> NOVEMBER 1996 ADJUSTMENT MARCH 2000 REVISION, a d ,�o �a 16 LF 12" RCP CLIII S=0.0313 22 LF 12" RCP CLIII S=0.0145 CALLOUT). CONNECT ALL EX. LATERALS INTO
<br /> I o a NEW MAINTENANCE HOLE.
<br /> r In z� u� r� o ? FL O DI= 16.95 FL O DI= 16.77
<br /> + w w + �w + zw FL O SDMH= 16.45 FL O SDMH= 16.45
<br /> moa z!o a wm GRATE= 20.95 GRATE= 21.05 SEE SHEET C24 FOR CONSTRUCTION DETAILS ON
<br /> S� SUNSET AVE. FOR SEWER MODIFICATIONS FOR
<br /> 4Ce 7" + MANHOLES AND SEWER LINE SHOWN ON THIS
<br /> ?0' SHEET.
<br /> 20 0 10 20 40FLORIDA AVENUE © CLEAN AND FLUSH EXISTING DRAIN INLET,
<br /> CULVERTS AND/OR LATERAL AFTER NEW
<br /> STORM DRAIN FACILITIES ARE COMPLETE,
<br /> (FEET)
<br /> EXIST. �. .. .. �. �. .� .. EXIST.
<br /> N Lo N O 1� N O) M O co 0
<br /> GROUND m 0) w 00 rn1 N a a rn R v GROUND
<br /> ® N N (V (V CV (4 QN N N N N 04 C14 C4 04 C14
<br /> h
<br /> h
<br /> E IST. GROUND C CONSTRUCTION h
<br /> GRATE 21.05 RT
<br /> GRA 20.95 LT EXIST. GR UND O DITCH 11 (RT)
<br /> EXIST. WATER MAIN EXIST GAS MAIN `I
<br /> (ASS MED DEPTH OF 30") 1
<br /> .01
<br /> (ASSUM ED DEPTH OF 3 ) z
<br /> CONTRACTOR TO VERT Y DEPTH � N fI
<br /> 20 �1 CONNECT IST. 10" DRAIN TO NEW D.I. I CONTRACTOR TO VERIF DEPTH PRIG TO CONSTRUC ON
<br /> fl EXIST. ROUND O DITC FL LT PRIOR 0 CONSTRUCTIO 1 i \ ' /i i 20
<br /> til - - -
<br /> :' '. • ,,,, , ., :.. +, . .. ..
<br /> 77 7 7
<br /> 7
<br /> II LJ EXIST. C P 11}%
<br /> II
<br /> CULVERTS ( P) /11
<br /> II \ I I
<br /> 16
<br /> FL 16,77 RT 371 LF I I 2 16
<br /> I I F 16.95 LT
<br /> t
<br /> STA. 4+61 f 0.'15 RT 1
<br /> Q PLACE 5 LF 1 RCP CLIII I CONST. - PER /
<br /> CO. STD.. DWG.
<br /> WS7
<br /> S=0.0035 AND CAP END I I FL= 16.45 12" IN
<br /> I I 8+32± 11'(0.13
<br /> T
<br /> REMOVE (EXDSD
<br /> C NST. SAD T ESDMH PER I S I I
<br /> CC. STD, DWG. D- 8 I�- V- 13.74
<br /> (E 0 FL= 15.96 1 (SW), I I
<br /> 12 I E FL= 16.06 1 " NW) I I - - - - - - 12
<br /> E FL= 16.09 1 " NE
<br /> L= 16.2 1 SE I -
<br /> - - - - -
<br /> 04 I I FL= 15.91 18" N I I
<br /> 1I
<br /> FL= 14.91 15" W I I
<br /> I I
<br /> FL= 14.91 24" E
<br /> I I (E ) FL=14.91 24' RCP I I
<br /> I I I I
<br /> II II
<br /> II
<br /> 8 I I I I .. 8
<br /> v
<br /> II
<br /> I I zzo
<br /> I I I I -.
<br /> II
<br /> co, O
<br /> N - - - - - - - - - - � II o �
<br /> - - - - -
<br /> I I II - - - - - - - - - = -
<br /> 1 - - - - - - - - - - - - - - - - - - - - --
<br /> - - - - - - - - EXIST. SE R LoLo w I II II
<br /> �EXST. SEWER I - - - - - -
<br /> - - - - - - 2z z
<br /> .v. - - - - - - - - - - - Xu
<br /> � w v 0
<br /> 3+00 4+00 5+00 6+00 7+008+00
<br /> ----------- ---------EA
<br /> -----------------
<br /> CAUTIONII OIANONE PARK ARFLOFiDA AVENUE
<br /> CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, STORM DRAINAGE 1-B
<br /> VERT Y -2. UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND REV DATE DESCRIPTION DATE AGEN DATE GCw DEPARTMENT OF PUBLIC WORKS
<br /> LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER 1 UM/45 AMENDED HORIZONTAL PIPE ALIGNIIENIS
<br /> SAN JOAWW COUNTY, CALIFORNIA
<br /> IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS BY G.C. W LLACE OF CALIFORNIA, INC -
<br /> MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE SCALE: AS NOTED SHEET NO. 22
<br /> I2/27/b6 REVISED PIPE SLOPE AND INVERT ELEVATION 12/2.1/ C. c..
<br /> IMPROVEMENTS. G.C. WALLACE OF CALIFORNIA, INC. DESIGN: SM
<br /> _ BY SAN JOAOINN COUNTY PUBLIC WORI(5 C,22
<br /> -_----
<br /> Engineers/Planners/Surveyors
<br /> PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE DRAwN: SDH STA. 3+00 TO sra 8+75 OF 30 SHEETS
<br /> 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 'CHECK: RDM 277- 00
<br /> TELEPHONE: (916) 286-7600* FAX: (916) 286-7601 . .
<br /> Cii�07VVll s ssuE DATE: PROJECT NO.
<br />
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