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<br /> c7 VIA GRANG9 AVE.
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<br /> sd o 7'E L E GRAPH AVENUE LuLu
<br /> 02A ON TYPE IIL Q
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<br /> MISSION ROAO I I / Y )
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<br /> C0v5r9uc7*10N &rE
<br /> 34RAILROAD CROSSING RECONSTRUCTION ON rY IZL —� c2
<br /> INMAN
<br /> 4 1L � DETcu+Q
<br /> N07Ey' AI( 9i �- Shall/tt
<br /> r Contractor shall conlact all AVE. MrsSlo�l Ro. Cpnyfr tion 6arwa'ard
<br /> BETWEEN TELEGRAPH AVENUE o �oRrH/srwr�
<br /> reyldenty between Princton A�. Oar w,i(h Black 5 W c5
<br /> releyrapi Aue oa h9i95ia'J R�. and Gr.�° /,te.� r. oerour�
<br /> 2. Partcouns of Mi55ion Pd. ro in the � �5 2 M1561(v RD.AND I AVENUE er�r�achrro,�nrraclor permii to m tali 5i9rr_ � DEtDUR_ 44591ON Ro. �
<br /> 3. Contractor oha� provide for -Rfe vrA CrRANCiE Avg.
<br /> psde5tri n Traffic througO
<br /> ConSlruction Area .
<br /> IL
<br /> -a- Typelll6articade WfFla9hers R/NCETON AUENu,
<br /> PROJECT N0 . 94 - 46
<br /> DT X
<br /> C3A ow c7 DETOUR PLAN
<br /> -Ir No 5cq le
<br /> LEGEND & ABBREVIATIONS
<br /> I ItadV t`�vv y& `,. s1.C'NEy c
<br /> NOTES ,
<br /> —'�--
<br /> I : IMpPON
<br /> EXISTING PROPOSED
<br /> ° I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF
<br /> -- -^ I MARCH LANE c.^t"e\+° µ ,rN ; s Nom\. ° e\Mn`s� y -zp� STOCKTON STANDARD SPECIFICATIONS AND PLANS.
<br /> �._ —• t °bt ` o a .•4 tON e� P ,
<br /> CONCRETE CURB SI GUTTER n ,.- `` WP� IEN' G p U,o°""0 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE
<br /> »a�w CONDITIONS DURING THE COURSE. OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL �
<br /> FERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE x
<br /> t7F X.=v, I 7src\q. Wc^ ver p d10\tai •E�3 Pva"�e a"ee ; Z� `�, ,v'y„°,n LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND '
<br /> CONCRETE CURB, GUTTER & SIDEWALK
<br /> HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
<br /> IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
<br /> °HEC " ° • Py P ® ` QN ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br /> OU s w veno° ,P S not 6 s
<br /> ASPHALT PAVING °�' \ e � Sit. o ^ " � W e\° ve n��'� ,\•° �`
<br /> \ <'s� 9 s ohr\i,nt ? Pv°. pn^° a ye ytlna8 Stap""^nUoct !
<br /> > • Et v , ; c\, P M 3. PORTLAND CEMENT CONCRETE:
<br /> CATION
<br /> �I O A' PORTLAND CEMENT CONCRETE FOR CURB AND GUTTER ON-SITE PAVING, MNNTENAFICE HOLE 9a6E AW OTH ER
<br /> A '�1 r
<br /> EMBANKMENT �,4e vn nm*^ P+°' sono MISCELLANEOUS SITE IMPROVEMENTS SHALL BE CLASS B , 5 SACK MIX (pNFORMING 70 THE KEQUIREMENTSOF
<br /> Pve.' � .n P' a ver SWav_< },
<br /> .a tet ' � Pvt P"^c � iao yewe M " ra ,tou wL Px\O,d k SECTION 90 OF THE STANDARD SPECIFICATIONS.
<br /> 0 let ,Oh P R. ce\o^ ' sne � PyC a _ U µ• P „
<br /> RAILROAD TRACKS 6S � a8 " °� PPy\e�^ie pr,n`\dyEPev�t.Ea3 P\M^°�^'eat°? °,�\,,.,.,, �''iA�P•°�t ;Mocha oe•r° W"a�vPy° 2. Ca�'" -,r�`cw°o
<br /> 4. EXISTING UNDERGROUND UTILITIES:
<br /> t
<br /> THE EXISTING UNDERGROUND UTILITIES SHOWN WHERE PLOTTED FROM EXISTING AVAILABLE RECORDS
<br /> j
<br /> OBTAINED FROM THE UTILITY COMPANIES. NEITHER THE CITY NOR THE ENGINEER SHALL BE
<br /> j` £ r fe Y ,^ Py(i^N°°5 HPvc ` ^ OE,w+° C�,Vg •` POst\a'v^ =, y Pyt' RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT ALL UNDERGROUND
<br /> ®O�\ ^e • n^'e r,► t, o u '+�tFACILITIES ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING CONSTRUCTION IT SHALL
<br /> STORM DRAIN PIPE SIZE, MAINTENANCE HOLE
<br /> BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN WITH ALL UTILITY COMPANIES THE FIELD
<br /> LOCATION OF THEIR UNDERGROUND FACILITIES. IF THE ACTUAL FIELD LOCATION OF AN9
<br /> �. B011 4. �O ° Wv •eX 5 ^t '� nt sN Y/. r I
<br /> A �•^" m Eu^ �yd q v W't" W'y c 3- not UNDERGROUND UTILITY LINE SIGNIFICANTLY DIFFERS FROM THE LOCATION SHOWN ON THE PLANS,
<br /> r, t GOLF
<br /> ca. RCOUNTRY Lvg - 'd st • o
<br /> v 3, ° e. dy ant a b^ ptoW ne" THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.
<br /> CATCHBASIN j{
<br /> ..• ,ett C ` `Arun ➢ @ � � "awes �W.,t°G,. n Pvt aIS�G.,.��.,I °d w1 1
<br /> t CLD��Qt �. A '�,.^ 4' ^°. �Nyow> n cern st VOLA"( C1 PRIOR TO OPENING AN EXCAVATION„ THE CONTRACTOR SHALL DETERMINE WHETHER UNDERGROUND
<br /> '—� - POWER POLE & GUY WIREn I e y Vna\ mteq ^ �.: n m float vY;c\�" ACA P a
<br /> a s+ �t,n 11s r ` AV, rPPµK o INSTALLATION, I.E. , SEWER, WATER, FUEL, ELECTRIC LINES, ETC. , WILL BE ENCOUNTERED AND,
<br /> GENU ' S^µrns to g,-"o• w„ R°rtnnUPe p1Pgi o, e,` o`PROv OR•a-"�` IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION
<br /> �� ' 9 "` µ,se St ` s ° MONTE 9 g P aciv s P v `' R' APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION THE EXACT LOCATION SHALL
<br /> STREET LIGHT ON UTILITY POLE .,houn,, ei Y,:. y 3
<br /> y,� C, e• F{� BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE
<br /> LOULS Ag 'eq'�' m A x, s PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF
<br /> y 4 .,
<br /> o- -GS — - SANITARY SEWER CLEANOUT, PIPE 81 SIZE . TEotpg�o pVE, ami s\ remooldPo UiJERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT }
<br /> at• ppON y parr , v -i ,. LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. CALL U•5.A- I-800-G4S-2444, 48
<br /> o.
<br /> - - w - - WATER MAIN V° • eD Wnrer Ship Channel^�'"r 5 EXCAVAHOURj TIION PERMITOR TO : OF ANY SITE WORK.
<br /> stochton THE CONTRACTOR SHALL OBTAIN THE NECESSARY EXCAVATION PERMITS(S) FROM THE STATE OF
<br /> PORT- --6-- — GAS MAIN STOCKTON
<br /> CALIF. DEPARTMENT OF INDUSTRIAL SAFETY FOR EXCAVATIONS OF FIVE (5') FEET OR MORE IN
<br /> DEPTH.
<br /> - - 7' - - TELEPHONE LINE MAP
<br /> 6. ALL EXISTING PRIVATE, I ?N0 PUBLIC IMPROVEMENTS THAT ARE REMOVED OR DAMAGED BY THE
<br /> VICINITY M A C CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER BY THE
<br /> CONTRACTOR. THE COST OF SUCH WORK SHALL BE INCLUDED IN THE COST OF VARIOUS ITEMS OF
<br /> CONSTRUCTION AND NO EXTRA PAYMENT WILL BE MADE BY THE OWNER.
<br /> NO SCALE -
<br /> 4 WATER METER 7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT
<br /> FROM THE CITY OF STOCKTON 'ANCI SAN JOAQUIN OAUNTY, GRID-COMPLY WITH ALL PROVISIONS.. THE C05T OF
<br /> ALL.PERMITS 5HALL BE IUCLUOEO IN THE' BID ITEMSMR VARIOUS TA5K5. 110 ADDITIONAL PAYMENT WILL §E MAGE
<br /> BY TPE GWUER.
<br /> 28. ALL OFF-SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH TWE CITY OF
<br /> TREE 8, TRUNK DIAMETER STOCKTON STANDARD SPECIFICATIONS AND PLANS,LATEST EDITION, AND ALL AMENDMENTS THERETO
<br /> TO-DATE, UNLESS SHOWN OTHERWISE.
<br /> 9.52rk 9. ELEVATIONS ARE REFERRED TO N4VD 5EA LEVEL ' DAi'uM 1929. C.o.5. C3,M. #26122a � TOP OF CURB 81 FLOWLINE GRADES
<br /> 10. DRAWINGS NUMBERS SHOWN ON PLANS REFER TO CITY OF STOCKTON STANDARD DETAILS.
<br /> 9.47ev 9. 47 Ea EDGE OF PAVEMENT GRADE 11. THE CONTRACTOR SHALL CONTACT WALT 'NICHOLO (944-8279) OF THE CITY OF STOCKTON FOR A
<br /> PRECONSTRUCTION MEETING.
<br /> 9.0.5 9 83¢` CENTERLINE GRADE m. l/ehic% rrafflc 4171-06.917 The cons/ruclia/7 life may he c%osed dory'n'9 course
<br /> of co17e1rucfian provio'ed ade?eule safety barricades and detour signs
<br /> g 92 FLOWLINE GRADE & NIGH POINT are provided and main Pained b The confraclor, 5igninq pion sha/t
<br /> eh" be submilled and aooroved 6y Cify mi c Engineer. Vehlcu/ar access fa a//ahulehy
<br /> properfy owners Sha// 6e mare/aired of a// Times. y
<br /> NEW REPLACEMENT WATER PIPELINE
<br /> 84w— /3.TO BE INSTALLED BY CAL-WATER Cal Wpler w111 be reping lactheir l v�fer poe Thrvagh Phe construclron area prior /o MISSION ROAD a
<br /> or daring Phe consfrvclid17 of The croosrr7q iin/orovemenfs. If Ca/WV,Ierelec/4 Ta
<br /> - - PROPERTY / R/W LINE rel lace /heir plpe durrnqq con5trvc/ron of>he crossing imorovemenfo, f9e r RECONSTRUCTION AT ABANDONED W. P. R. R .
<br /> Confr;,clor 5hip1/ nofify CPI-Wvler l0 6' y5 prior /0 5forl of cons1rocAb1?
<br /> 50 ihal C91-RIV191- can adawafe/y 0/;/7Their consfrrrcfror� schedv/e. The
<br /> - - - CITY / COUNTY LINE COUNTY OF SAN JOAQUIN cor�lracforshaf/ eo-oper%Te filly 911117 Cal Wafer in order 10177/r71m12`e TITLE SHEET
<br /> DEPARTMENT OF PUBLIC WORKS - - --
<br /> STOCKTON , CALIFORNIA '.aEssION� DEPARTMENT OF PUBLIC WORKS
<br /> CITY OF STOCKTON, CALIFORNIA i1
<br /> C� j� ! C u
<br /> R E V I S 1 0 N S Q e Wt `.J R IJ C\�` Sn i T E V ----__ - APPROVEDr SHEET NO. '
<br /> /
<br /> NO. D E S C R I o T I C N—_ _ L_DATE By '�1 \\ Y y -�C SCALE /�3 .S/f04'/� —__
<br /> APPROVED BY : DATE 2 9� - -- --- -- - sY: DarE��'// -
<br /> 1-T+ -DESIGNED BY L/17,5l�i
<br /> CONSULTING CIV(: !' t�'NI�2��1 RS
<br /> CC t DRAWN BY S,41V I�"--'--
<br /> a I 4045 CORONADO AVENUE, TT
<br /> (y ION, CALIF IA 95204 OF
<br /> 2SHEETS
<br /> �,,^ CHECKED HY ZlJJ -1
<br /> n CI\�. F - --- ---- CITY ENGINEER JOB NO.
<br /> —��1'/n/Z,/♦ //'/ I JOB No.—___ _ Submitted BY-_ { 'r f'X+.�- 7�'- `s" H.C.E. N°.B22S F. B. NU. 6'B7 STOCKTON, CALIF.
<br /> DIRECT�O'FTPUBLIC WORKS 111 - -- /; �. Ex rrrs C-_10 7 -
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