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HomeMy WebLinkAbout4346-1• CR STREET CITY OF FGNTANA GENERAL NOTES , IMPRovENE PANS CITY OF F 1, ALL WORK SHALL 8E IN ACCORDANCE WITH THESE PLANS, THE CITY OF FGNTANA � T [� E ET IMPROVEMENT ❑STANDARDS PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS (\• 16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND � s ` REFERENCE E FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). ALL E C j BUSINESS AT TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT t 4 ESA SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS : f ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY � r ' ` . . ......... OTHERWISE NOTED. s ' � t t � VEHICLES. { ? ' i i ; 7870 SIERRAAVENUE£. ..�_.. DOCUMENTS f s WHEN A TECHNICAL CONFLICT IF FOUND TO EXIST IN THE CONTRACT OCU NTS i i + f ± i # � ; r 2 IN MEANS F DUST f f i i ! i i 17. THE R H PROVIDE AND MAINTAIN AN EFFECTIVE 0 E CONTRALTO SHALL PR E N � � ' : � _ � ' _ THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORTS SAID CONFLICT TO 1$ oQ; i f ' 4 00•! � 5 0` l - I �� 600 � 1 4 i , THECITYITV ENGINEER FOR RESOLUTION. ; , ......;._. i AL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND 18, L GR G - t f 3 s t i 2 VELOCITIES EXCEED 25 MILES PERHOUR. 3. ALL MATERIALS AND METHODS APPROVAL OF THE CITY ARE SUBJECT TO THE _ ENGINEER. t i i 4 i i 's , 1 ANY SIT R � � � , � � � N T SHA CAUSE A EXCAVATED MATERIAL MUD L O � ' � { � _ _.. _ THE CO TRAC OR LL NOT I .. .. ._ _.. _ _ _ < V P R ADJACE T TO _ +. ,.: 4 V• Y._ , DEBRIS TO 8E DEPOSITED ONTO PUBLIC OR PR4. I ATE ROPE TY N , , : , , � , CONSTRUCTION PERMITS SHALL 8E OBTAINED FROM THE CITY OF FGNTANA � I 4 , ; ( : � _ f I APPROVAL, ; '; � t i � � � ._ _ __ .. _ Y R CONSTRUCTION WITHOUT PRIOR WRITTEN O � .., THE RIGHT OF WA DURING R O I _ _........ . ... .... ... ..... ............_.__......_,,..._ __.__........ _ ...._..-, .....,..__..,_.............._.....�,...... .,_ ._..,_..._.� ...-.. .. ....._....w.....__.. __,._..,......,... , _. _. _...._..�._, _;_. .... ,___. '.... _..... _. ......,_ _;.. _.�.... _ .� ;.. .... CGMMUNITY DEVELOPMENT DEPARTMENT/ ENGINEERING DIVISION PRIOR TO THE START , , . ..... ........_i_. _.,�,.........LD >._, ,..._, -, ( � , . _., t3.. _.,. _ .,... ,.�. i OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO � : - _ � � �} M C L F THE .__,,• ,.... _ .:._.._,,_.._.._,..,..._,__.. ..,._ „_...,,_ .,_..a ...........: . ..:,.._.._,......_. ._.,.._. _.._:..._ _. _,..._., w.__.. , ".__.,. ..:__ ,;. .: _ .,N_ _ ,_ .:,..,.,.. N CKFI H TAE LA E WITHOUT PRIOR APPROYA 0 . , . ,. ,.._ _ .._ ._,...., .. _ __ _,.. ,_, „ :, ._ _.. _.. _� , _, - ,. _ , ... _.... _,.. ..._ ............. . .. ,_ .,_ NO TRENCH BA LL S ALL K P _..,. ,. _;r. _ v. ,...I,.,._,}..,_.__.,._. ,._..r_.., >n,._,,.. _,,,_,,.. ,..._{..-.__,..,... ,,._..,,,....,_ ... ,,,_. �„ -� t tL' �t M , WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC. RIGHT-OF-WAY � 'V ( � �' CITY INSPECTOR, � M ' M � .- 9 350 7610. S s C0 t0 LIMITS. ALL C90 ) WITHIN THE CITY IM C i v t M M G3 ; , , } 21. CERTIFY N. FAILURE _ � < � t , I % € ? : ♦ _ _ ._ ,� � ;.,,,, A GEOTEGWNICAL ENGINEER SHALL CER ALL BACKFILL COMPACTIQ FAL • 133rj , _ , { � v 1 •g7� � ,,•,, ,,.... , THE CONTRAGTGR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS } € s 5• TO OBTAIN THE REQUIRED DENSITY -SHALL REQUIRE RE -WORKING OF THAT � � • ANDPROCEDURES DESCRIBED DV THE STATE OF CALIFORNIA MANUAL OF TRAFFIC , SPECIFIED ` PORTION OF THE WORK UNTIL THE S ED DENSITY IS OBTAINED, , , ; - f `: �.... •�- , - { : : I t _ ! .,,, ,,,.• .•r •..,. CONTROLS,. LATEST NON METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY iV tA._ , k , : x : : , , TRAFFIC ENGINEER. .y 2. CARE SHOULD BE TAKEN TD PREVENT GRADES DITCHES AND SWALES FROM : � f� } € , 1.857E : �. t f , - � soP of Exi UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION GF THE SITE, THE CITY � __ .. ,� � �• r. • ' i, T MAINTAIN BARRICADES, 6: ONSIB TY F THE CONTRACTORO E N HALE T HE RESP ICI Q E IT L E S RY N NTERING R , . � ! ± ` r � •�J37� d i ENGINEER MAY REQUIRE TEMPORA. NQ ERGDEABLE SWALES E 0 : x M � � � � i DELINEATORS OR OTHER TRAFFIC CONTROL. DEVICES AT ALL TIMES._ ` I , t C3 IMPROVEMEN S. � ,..:._ .. . ,._. ....... ;..... _. _.:,,.,.._ _. .._. ,. _-... ... _ T : 1.79, - - - - r 1 E f t T � � OP OF PROPS � r WEST, GI�RB' _. .3 R TRENCH t } A RMIT 0 PERFORM EXCAVATION O EN 1. I THE C ONTRACTOR SHALL OBTAINPE T 9 9G 7.23. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS.. SHALL BE � � � _ � ..,;. -. , -.. I._,,..} -,__,.,w.,, ,�....,.,,., � ._,..^ 1,.,. ,, ....�_,.. _.,...�.. v...- .: .. .. > 4 � A IA STATE t i F GR�1T R IN DEPTH FROM THE C LIFORN FOR TRENCHES 5 FEET OR E WORK G T GN A OR TO THE CITY OF APR D HE TIM F CON TRUC I ND SHALL CGNF M PAVE ATT EQ S i I i T. f � t t f INDUSTRIAL SAFETY. DIVISION Of IND � � '• � . .. _ _ _ _, _. _... FGNTANA STANDARD DETAILS, �- 1 { l t t i i { i i 4 3 i t i .. { ;TOP �F` 4 R THAN VE ) ET N 0 EXIT. WEST CURB: i AL EXCAVATIONS GREATS T FI C5 FE i � � � � � � � ' ' _ , AND 8. FACES OF L G + j THEWALLS : ,. .. .. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH , r , < P r , _,.. ,..;._ _�..._uw . ._ ... __. _ _;__ _,.__ __, _- _,,, ,,, ,., _,___ ._�.. _ _ . ,,_, > G T E GROUND OR OTHER ;_.. DEPTH SHALL BE GUARDED BY SHARING, SLOPDV OF H N N R TE. ' TD MATCH EXISTI G CO C E s i i • RE EN OF THE DIVISION OF i � '' � ` ; .. _ _. ,. _ .- � . _... _ , PURSUANT TO THE REQUI M TS : _ ... .. ^ _ .... .. . . , _. .. , .. _ _ APPROVED MEANS ._. _, ,. .. , _ APPRO _ i � , • , , f t i t ; ' i i ,. i : s S _ • : .+.., .: ...j .. ,..} - .. .A .,. ..., f. CALIFORNIA. TRENCHES LESS THAN FIVE _ : t .•/ INDUSTRIAL SAFETY OF THE STATE OF CA DR 25. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT € S i _ U R WHEN HE POTENTIAL EXISTS F GROUND ... . .... ....._ _ ,__ � ._ . _... _ ,.. _..,._ _ ,_ ._ ;.., ... .. .. _ _ ,_,' .. _ ._ ._.,....,......,.. p,ri,. _. ,.,,., . _ a .., ., _.. , _ _ ,_ , <5? FEET SHALL ALSO BE G A DED HE T O THE LOCATION OF THE SEWER LATERAL. �- 44 1 � i ` 1 1 MOVEMENT. w i i i r i ! i 26. NO CONCRETE SHALL 8E PLACED UNTIL THE FORMS AND REINFORCING STEEL I-8� T•-; , C I F ' i ,1335 NT £ TOE IN THE PUBLIC RIGHT Q WAY 133 s i EQUIPMENT SHALL B STORED L f R E R NOMATERIAL Q ' 9.PP V i HAV E PLACED, NSP CTED ANDA RO ED, HAVE I E s i i d RA P R TT FOR THAT PURPOSE, .� T INC A SEPA TE E M WITHOUT GB AIN } 1 } I f Y s i i ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED , 27. A I t r i i r 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE PRIOR TO PAVING OF THE STREETS. �c) , 1'TS HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO i , , _ 1.9oiI► ,,,...► � � , INFORMATION, H ; r- < � ; �. i ,,.. , , ,. t i f 1 r DETERMINE IN THE FIELD THE TRUE. LOCATION AND ELEVATION OF ANY EXISTING APPR V STERI ANT IS REQUIRED UND R AL NEW ASPHALT PAVEMENT < � ' 7 � - : - •- / 2$. G ED SOD_ L E L , F i I ;•....�- s } , i ( ' f s ....�r� i ., _.i. i ! rI i i T AVOID DAMAGE THERETO, i PROP R PRECAUTION 0 I D ..�. UTILITIES, AND TO EXERCISE E RIO T LACEMENT. UTP R O P .... F { 5 � �• i I............ } i O T TOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT � , -a•.- THE C NRAC 1-800-227-2600 TWO WORKING DAYS BEFGRE EXCAVATION, 29. PAVEMENT STRUCTURAL SECTIONS SHAWN ARE MINIMUM AND SUBJECT TO I f : € ? r _ _ _ IST _ _ A _ _ NT._ 4►_,___.. _ _., _.. ._.__k.. _.. , _.. _ _ _ _. , _�. _ .. _ .. , _ _ _ ., , , _ , _ _ _ _ __ . _ _. __..,_ ... _ _ _ _.. M _ � ..- .__ . _ _ : _ ' REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS ...:•� r - -• �; � -• « � ; - fr1 �... t i ; i i s 2' i i i I OMP ' .- 1 CONSTRUCTION WITH ALL UTILITY COMPANIES SHALL COORDINATE CONS N C T TAK N AFTE CMP T N F ROUGH `�... 11. RACTOR TES S E R Q LE IO O GRADING. THE CONT wi•� t r f IN BUT NOT LIMITED TO GAS. TELEPHONE, ELECTRIC CABLE TELEVISION, ••: • _ ' • •� .■--* �""• • -•- n • • ; • •+ •- • I i r �- f ? A INCLUD G, , ,.... s r i 30. i 1 MES ER RECLAIMED WATER SEWER K F P AND/0 Q SE MATERIAL FOR IRRIGATION DO TIC WATER, ACTUAL THICKNESS A.C.A C. PAVEMENT R BASE C UR M + t AP NG LANDSCAPE L O I ANDSC I, L f N A -ITV COMPANIES SHALL BE NS SHAL BE RE M DE A GEO ECHNICAL , : , ; STORM DRAIN, FLOOD CONTROL AND CALTRA S. ALL UTIL C STRUCTURAL STREET SECTIO L COM EN D BY T i , { 1� - , F F APPROVAL COMPLETION � R FACILITIES, ASUBMITTED TO THE CIT O ONTANA FOR APPRQ A C M ' .- T P I TO RK AROUND EI F ICI REPORT AND Y W WORKING DAYS NO ICE R OR WORK TH GIVEN TWO` 3 i , t ; OF ROUGH GRADING, .._,,.r_. _, _ .� .. F. „ , . ..._ _. _, _,., .,, t F i i E SO t } AT E HYDRANT OR WATER MAIN VALVES i 12. R SHALL NOT OPER E ANY FIR E , T CONTRALTO HE i i 3 t 31. A CLEANOUT AME OVERS AND VALVE BOXES SHALL BE �' WITHGUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE ALL MANHOLES, C A T FR S, C � � APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER RAISED TO THE FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION WITH THE APPROP PAVING, , OF A G. _ REQUIREMENTS. % t UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, , }. 13. CURVE DATA REFERS TO THE FACE OF THE CURB. � TRAFFIC T G T THE M i i T P NG BARRICADES, AN OTHER TRA CONTROL DEVICES O S RI ID s E f 1E 1 N A t �r s SATISFACTION THE C TRAFFIC ENGINEER. ; _ . .., ._ .. . _ ■1,47 ... .. ... � T EXCEPT WHERE OTHERWISE A ISFACTION OF E ITV; s M : - i •- ,:....•. --- �"" ?' STATIONING REFERS TO THE CENTERLINE STREETS ' i i 14. NOTED. 4 - i 33. CGNTRACTQR SHALL RELOCATE AND/GR REPLACE LANDSCAPING, SPRINKLERS ANDAST ? s NT ; � ����� �,,.,; .... •-- -�* �.�/E cV t i .+. i � �dP M G.7� , S F THE s i i N T T N TG HE SATI FACTION O I EWA KS AFFECTED Y THE CO S RUC IQ T SD L 8 s E BY THE ENGINEER 0 Sri i I TAK S SHALL 8E S T T TRUCT ON CONTROLS E ... z ADEQUATECONS .- , , < , , : r, r ,. z .< , , .. ... . _y_ .. .,. ....... - ^ .� .,... •..., .._.. . _,_ , _,. _ ,. _ {{ .. ; .. ...-. ...w „ .. .. _ ;,.._ ... .: ..,_.. .... , ... w. .,_ .. _ ,. ._ i,. _ .t... .. _ Y 7 , �•%, ...t -rte..' . i t } ^ .Y •. __ � _S w. CITY ENGINEER. , NABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE , < �' :• , i , �•., >.- t + 1907 TPRESERVATION F B NCHMARKS AND I L E RESPONSIBLE FQR HE 0 E SHALL B CONTRACTOR - ENGINEER I 34. AS BUILT DRAWINGS SHALL BE PROVIDED. BY THE CONTRACTOR TO THE EN R CONSTRUCTION CONTRGL STAKING DURING CONSTRUCTION. Re C i CU � t i F R W HA PROVIDE RECORD DRAW NG T THE CITY ENGINEER, ; 0 ECQRD, HOS LL D I S O t � ..,• , , , , , 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT ...--, �IST t ; i i i { i { i Profile Scale ro Y IEE I T PR NOTIFICATION TO THE CIT ENG N R. I f ' ARKS WITHOUT PRIOR_ _ S BENCH TIE ORB_- - S } " f i r j I � i s i 1 S SURVEY CONTROL, INCLUDING SURVEY •._ .... .. ... . .. . � , ...... _. r ._,.., _ ...... _ �... _ .... ...�, ..... , .. , ` .... `.. ,... ,. ,,.. ... m ..,_ _. �_ . ;,. . �.. _ ; .... . _ ,.; ,._ ...._ _ .. ._..... . 17. REMOVAL AND REPLACEMENT OF EXISTING V C , MONUMENT TIES AND BENCH MARKS SHALL B£ DONE BY A REGISTERED i ; MONUMENTS, a � f f f " i TO t i i TI ITV NOT FICA NS U L NOTIFICATIONS I 3 CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL _..; _.... .._., .. .. _.._a,,,_.,.._„}._.,...:._..,,,_., -.. Vert. 1 4 - BE DESTROYED AS A RESULT OF THE CONSTRUCTION SHALL BE REPLACED. THE ; � - _ � � i ; : � � = _ � � i s F f i t [ i S CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TG CONSTRUCTION SO r _ - THAT TIES. TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE ' MONUMENT, WATER FGNTANA WATER COMPANY (909) 822-2201 13+00 � , 14+00 .�. ti , 1;5+00 M �`! � ii 16+00 SOURCE OF TOPOGRAPHY SEWER CITY OF FONTANA APN 0190-141--07 AP, P. R/W PROP. Raw_ APN 0190--141-37 M M ) M (909) 350-6632 ? 1.79% �G R/W-t a- 0 '' 10. to APN 0190-141-11 SURVEY DONE BY LAND DEVELOPMENT ENGINEERING POWER SOUTHERN CAL. EDISON COMPANY i 31 N� IN X. SW o 1.0% min ON AUG 2005 (909) 944-0801 10 ...- 10.00 I FXI:tiL" 8,�►� 4' c i 4� 4 - _ ,�. .�EXISTR GAS THE GAS COMPANY l T �" '.�""•�€€.•..' 0 -_ -- - _ 4 CONSTRUCTION NOTES QUANTITIES (909) 335-7726 V) SIGHT �EWALK 5.00' 11 2 ._ - _..-, 4 _ p _ 5' .. EXIST. SIDEWA L,NE of SIGHT TELEPHONE PACIFIC BELL LINE OF 570' I 14.00 h •�---35.00 .14 i"I- 60 MPH=570' 131 LF 909 359-5639 - - 60 MPH- 4 �`R=1 � I 4� � � �' � �8.5' � � I S � -e- 1a Construct 8" Curb and Gutter Per City. Std. 1000 ( ) �• ti �,� Construct Sidewalk Per City STD 1006 380 SF � � � � ^ � •' m � EXIST. CURB do GUTTER 3© Construct Commercial Driveway per City Std 1002 550 SF W y °- m I t° o `r o' �- m `O d 8 60 1 °0 m r • BASIS OF BEARINGS I Lv __._�, �_ __ �_� � -� � � � •" � +�; �, �M; �� � a �� �«�MM 0.00, �4 Saw Cut and Remove Exist. Concrete to Form o Smooth Join. 18 LF „ M (3 N N o0,- i c� + cv "'� nn AC DIKE oo w N .-. E-- o �t' � �a + � + + "� Q+ � S 0 05"45" W Being The Centerline I � + ? � � �,�tD N � 0 36.00' � r � u' �'" 36.0 ' Remove Existing Driveway. , ONE of Sierra Avenue per Tr 8246 EXIST. CURB do GUTTER o N + M 7 M.B. 109/53 _ _ _ ___ _� __. _ �_ _ __ _ _ �_ _ _ _ _ " r- "' _ ___ _ rn Protect in Place ONE + 7 o 3 4 � 10 00 13+00 SIERRA c I 14+00 W N 15+Q0 16+00 l'J Construct Under Sidewalk Drain per City Std. 3001 GRAPHIC SCALE � _ _ _ `� I E R RA 1 - _ � _AVENUE - _ (Curb face = 8" SIZE 3 ) 2 0 0 10 20 40 - �- ' - �- _ - }- - - ----•E- - > $� Installed Street Light per City Stds. ONE � � �, i �. a IN 1 inch --20 , ft, SCALE 1 "= 20' � � S o .$,- -- -- _ .S _ _ _ _ _ -.EXIST. 8" SEWER LINE__ S_ t PROP. EXIST. R/W R/W EXIST. R 10'S0' 50' 14' 36' 36' 14 0.5' 5' 8.5' 8.5' S' 0.5' Existing Pavement _Lz_ zx 2% t. 2z � =�_ Exist. Sidewalk -- --- _- -- - -- _, ._. _ J Exist. Sidewalk Exist. & Prop. 8" Curb & Gutter Existing 8" Curb & Gutter SIERRA AVE. V"ITY MAP N.T.S MILLER AVE .`-'.---.-'- . FAIRFAX AVE MALAGA PRIVATE ENGINEER'S NOTES To CONTRACTOR BENCH MARK PROJECT - I CONTRACTOR AGREES THAT HE SHALL ASSUME .SOLE AND COMPLETE RESPONSIBILITY FOR JOB NOTICE TO DEVELOPER REED ST I W CL REED ST IN TC WEST END NW CURB RETURN FOOTHILL 0 a En FOOTHILL BLVD NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, -:-�:.`�.^- - -.-.....-.._._'.-.-.-.'.- - -.- -...,.,.�EXIST. CURB &GUTTER -.:- - -.--..._.-- - --, - -.---.-=-=-._:..--.-.-_"'- - -`-.T-�'.-.: -; .`-'.---.-'- . PRIVATE ENGINEER'S NOTES To CONTRACTOR BENCH MARK I CONTRACTOR AGREES THAT HE SHALL ASSUME .SOLE AND COMPLETE RESPONSIBILITY FOR JOB NOTICE TO DEVELOPER ID #65 7-12 PIN WITH CO. SURVEYORS TAG I SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY IN TC WEST END NW CURB RETURN FOOTHILL OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, CITY ACCEPTANCE OF PIANS DOES NOT RELIEVE THE BLVD. AND SIERRA AVE. INDEMNIFY AND HOLD THE OWNER THE CIVIL ENGINEER AND THE COUNTY HARMLESS FROM ANY DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. ELEV 1318.58 THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED EQUATION: SUBTRACT 10.40' TO EQUAL THIS PLANS ELEV. PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS, OR CITY ENGINEER FOR REVIEW. TBM STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH Ohs THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NOT EXISTING UTILITIES EXCEPT AS LEGAL DESCRIPTION I.P. ®SE COR. OF TRACT 8246 NEAR BLOCK WALL SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ELEV. 1329.27 MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR Cn. AND W CO S B L S 1 /2 E 1 /2 LOT 642 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR EX S 83.8 FTE 195 AND Ex N 72 Fr E Iso FT DRP 05-005 STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. MEAS TO ST CENTER AND EX PNT IN TRACT 8246 EX ST. NTS save as SENCO\SIERRA-IMPROV -11-01--07 Q SHOULD CONSTRUCTION OF THE REQUIRED gFESS/ Prepared Under The Supervision Of CITY OF FO NTANA, CALIFORNIA O QR o , IMPROVEMENTS NOT COMMENCE WITHIN TWO �`�¢�, ,� Fye Land Development STREET IMPROVEMENT PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON -s ANVVV~�, En sneering DRAWN BY: SCALE: `' � isai �a e.�, coif As Noted DIAL TWO WORKING ` AND CARRIED FORTH IN A DILIGENT MANNER, THE 29150 a (02) ez6•-or, 7870 SIERRA AVENUE BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE ' ` \ XP. 03 -3, -os J (0 �a iT DESIGNED BY: DRP 05--005 DACE: YQI.J DIG YOU DIG J'], C1 IL � CY PLANS TO BRING THEM INTO CONFORMANCE WITH q 4a��' �2 CHECKED BY / AP ROVE BY: `� DRAWING NO.: TOLL FREE 1-800-227-2600 _ , A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STAN DARDS I N EFFECT. -�A�", U r L FAR i0 29150 DATE LF ����..- Q - ' '` � DATE. • •' ' ` REV. REVISION DESCRIPTION DATE ENGR. CITY DATE '7• IlY E GI RR.C.E. 4346