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HomeMy WebLinkAbout3652-1W nt NOTE 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIT;` OF FONTANA. STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C'UNS T RUCTION I-- REEN BririK"; A,1 REFERENCE SPECIFICATIONS A D STANDARDS SHALL UE THE L;TEST FEDI T TON UNLESS OTHERWISE NC; Eu. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT =AN N;T RF RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONSIN THE "GREEN BOOK". THE C^NTRACTOR SHALL IMMEDIATELY aLi via PCQn®T SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. l ALL MATERIALS AND WMI T-111005 A 1 —1V A TI 1E APP THE .IAL „I..� ...:_.:.::�� :,RE SUBJECT i V .:::_ APPROVAL OF F F F� CITY ENGINEER. 4 C1,INS TRUCIION PERMITS SHALL BE OB rIIvED FROM TIM- C"Y QF FONTANA COMMUNITY DEVE-LI-PMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY IWORK, Iie:ii'EC ION COORDINATION S ALL BE REQUESTED A LEAST TWO WO" (IN.0 DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF -:SAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CLON T RAC:.jR SHALL CONFORM TO' ALL TR4FAC CONTROL POUCI€S, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY ._-IRA�� IC ENGINEER - 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAI A PERMIT TO PERFORM ` RCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE tis) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 0 i CER APPROVED MEANS PURSUANT TO THE REQUIREMENTS) OF THE DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA TRENCHES LESS THAN FIVE (5) EESi SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR . - DETERMINE, IN THE MELD, THE IE TRUE LOGATIO" AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 1NCL_UDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPINNr- L A jnSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, �- : CONTROL AND CALTR,ANS. ALL UTILITY COMPANIES SHALL BE G!'V 'KI 01171-1 WORKING DAYS NOTICE PRIOR TO WORK R-ni mn Tuc R FACILITIES. IIII 12 THE CONTRACT^VR SHALL NVVV i OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO TILE PLAN GRADES. THE CON vA C T OR SHALL BE RESPONSIBLE FFfOR THE PRESERVATION OF B€NCHMARKS ANO CONSTRLICTIOf,I i:OI. i KOL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURV iMONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICAIION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY Cn-INTTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS TTt4AT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUC�G°=' SHALL BE REPLACED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES r0 MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF TILE MONUMENT, 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. ,A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION' AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR. SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST C.N'TROL, INCLUDING ADEQUATE WAITr- L.RING, AT ALL TIMES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MA??=RICE. M .IL. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERT' ADJAC€NT TO THE RIGHT OF WAY DURING COI;ISTRUCTIO^I WIT TOUT RKIC11 WRITTE APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION . FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO .PREVEIv T GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLI E SWALES `j I :?R ._SAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES- SHALL a0zl ,;R.M IN RAIDF COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IF SEWER CONSTRUCTION is TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOLI AT THF PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOi E. SEE CITY OF FONTANA STANDARD,DETAIL FOR TERMINAL CLEANOUT. 'I © i"I v I 1f� ! 1 iI // II r1 nrr:4:ti::r:✓vwrwMN 14 TOLL FREE -oonnow- 1-8n r ,427-0600 A PUBLIC SERVICE BY UNLERGMIND ;,ERVICE ALERT REV. 5 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFSCD =_A} PIPF N.C.P,' EXT!?eT-zFtiENGru CLASS AND FF I CONFORM TY) TF Fr PD �lnlnSION' TI..I AnT gr-CInkIA n.F rl7!an rn SHALL �ONF.,Ia: Ing . ROI "I S OF HE ASIM Id_3 31iAIIVIv ,.0 -OR V.C.P. 26 NO OPEN TRENCH SHALL B?E ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLE-II0L= COMPRESSION JOINTS SHAD � BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT, 28 PRIOR TO ::UNSTRUL ON. THE COOT„ AC=TOR SHALL EXP�.ISE EXISTING FACILITIES, AND dfERIFY ELEVATION AND LOCATION OF CONNECTIONS. CIT;- APPROVAL OF CONNECTIONS TO EXISTING FACILI T 1ES DOES NOT IMPLY I...-. TITS Iv�ATQFRECTNEJS OF ELEVATIONS iLJ9SHOWN �- HE PLAN..` ,Iv 29 . ALL 4" HOUSE LATEPtALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT IV THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET I"-I-(WDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. I THE SEWER CONTu.A€,; OR SIiALL J E A AI'i "�" fl: ?CIE FAC` tf7 THE CURB AT THE ECCATION OF THE SEWER LATERAL. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WIrH THE PROPOSED IMPROVEMENTS, THE CONIRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FARMS AfD REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES ==HALL BE INST.." ED. TESTED AND APPROVED PRIOR TO PAVING OF STREETS: 35 APPROVED SOIL S ERILANT IS REQUIRED UI D"I ` ALL iE ` ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHAD LL BE RAISED U FINISHED GRADE BY THE R-4NG CONTRACTOR UPON COMPLETION OF PAVING. 37 UPUN COMPLETION - _ CcONSTRUC T ICN, CONTRACTOR SHALL REST =RE ALL- SIGNING, LLSIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTPA TOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. I-- n r _ j� a a ■ 3 �'# iii iii ■ s + i� i It>s sA _ FFE I s ■ _'`mil_ _ V Tkj L 1,—, J y I Vf N L! T SIE ER I A, A P R 0 . P LANITt "I !- --4 WALNUT AVENUE sa j �I- i AL STATE ROUTE - 210 FWY PROJECT LOCATION � I X U C P.QN NOT -6 1� CONSTRUCT 10" EXTRA STRENGTH VCP SEWER MAIN 2� REMOVE PLUG AND _LOIN EXISTING 10" SEWER SaWCUT, REMOVE REPLACE EXISTING AC PAVEMENT PER CITY DWG. NO. 131 PLUG SEWER LINE FOR FUTURE CONNECTION nITV OF nll[TA MA 1111 1 1 VI\IPTI\T J�D U Iivti. fATR=0 8353 SIERRA AVENUE 3YJ� ECORO4"_LEGE ND IND ,P FONTANA, CA 92335 ANAHEIM, CA 92807 /�.tt8_�r � � SCALE: 1 "=40' (9n9)350.66.72 SEWER EV VVaT 8" S___ EXIST. SEFYV R LIME SO. CALIF. GAS COMPAiNY UNDERGRIOUFlD SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 8" W WATER MAIN REDLANDS, CA 92374 (909) 335-7547 COMCAST ; CAPI TV - -STORM „Rnilt) ANE % ... EMERGENCIES: 188) j 427-1 inn 1205 DrIPONT AVE. 'T' 1 - ' -I f."'N LINL u�J �vvv/ I�UIURc Iilltli C. _-N. ONTARIO, CA 91761 ��, „�� SO. CALIF. EDISON COMPANY (909) 390-4738 .h. EXIST. SEWER MANHOLE "` �QlI !`fl►yIRACTEI) 95� 300 N. PEPPER AV€NUE M.0 ccwc0} f . FF , = - t v_??L?: Iseniri �'vLr=. A Ia RIALTO, CA 92376 VERT -N _ nr r:RII - 6 MIN. i I 6 MIN. t.�N T r rc�iNr " s I "1 I la (909) 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. 10 MAX. i 9 I 10 MAX. 9091 875-5100 - TRANSMISSION RIO "A -- F?>?E !-IOD a T - - I -- ONTAI..�, 91766 P N, -+ I- ,� 213 6378/233 - PIPELINES (810) 422-4 i 3 6" MAX SIZE NAT IVE -� I„t 909 357-6505 - DI -TION STREET LIGHT SOIL, COMPACTED 9O% I I 800, 422-4133- Ffi T ... —�__� *" �A !ZE SELF^TCI': _N.aNA WATER t';IJM AN - - -- ; I AX. S V-- - ATTv: MICHAEL �i= Mc�GRAW DIRECTION OF Fi cOW _^s I IVlA, P = . s TIVE BEDD=- ADELI'HIA 8440 NLIEVO AVENUE - - _ —RIGHT OF WAY TO 90% 1500 S. Au70 CENTER DRIVE FONTANA CA 92235 - ONTARIO, CA 91761 1909 ) 822-2201 -:`CN (714) 666-5500 SAX: , (909) 823-5046 CRAWFORD CANYON MUT IAL WATER _71N. BASIL rABRIDO - - - a- o (909) 463-9580 PRIVATE 04ONEERS NOTICE TO C+ONTRAGTOk THE EXISTENCE AND CATION V. ANY UNDERU11- IOD UTILITY PIPES ANCfOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CO`TRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF SHE PROPOSED IMPROVEMENT, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PIANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE W.- :-I GENERAL-' Y ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB" SITE CONDITIONS DURING -R`E COURSE Or CONSTRUCTlOiv OF THE PROViECT, lNCLu`DING THE SAY' -STY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE IAuE TO APPLY CONTIN U 0 11 S LY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FLIR'! IFR AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK. ON THIS PROJECT, EXCEPTING LIABILI-D` ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. CHANM AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE FPI ANS, REVISION DESCRIPTION D DATE 1 ENGR. I CITY 1 DATE y�.01LI D CONSTRUCTIIIN C- REQUIRED ii A ► /SIA A t i ►I R� ::�...� NfTS ;��r - VEI1�1E ..�,.-.I€Ni TI°::.F. TWil YFAIK C)t i H_ 11 1ATg f )F APPI?() iRL SHQ'1V,N HEREON AND CARRIED FORTH f N A fILJl�L3� 1 IYvININIM .: ►L 1M ENt.ifi\LLi\S AAAY REQUIIRE REVISIONS TO THE PL=ANS TO BRING 1-14 4 iii T =`3I` FORMAlYC'E ItVITI-i f11T1/1 AAF a. = h:_;::: ?tiS AN-'- S T Ai�+L.WD— -IN Effa in Vrp/nlir� t+ a �CS Tm i �asa_3 r%r`-'rpt L. RECORD DOCUMENT l These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall �pROFE3Sj not be responsible for any errors or omissions aPv�o S. HA rphich may be incorporated herein as a result No.43976 a 2 3!0 EXP' 6130107 ��E 8YAS BEARINGS ARE BASED ON THE CENTERLINE OF JUNIPER AVENUE �'� �'IVIL P BEING NORTH 0 01'57" WEST AS SHOWN ON TRACT 16572, RECORDED IN �FCALIF�� MAP BOOK 30 ;PAGE 38_4- RECORDS OF SAN BERNARDINO COUNTS PREPARED CCR: iii 3 W: 1 :/U41 -A "53 SIERRA AVENUE FONTANA, CA 9"6335 909; 350-7644 i9 i g e' ' i i i r% 3/ f5 Nt_t iMAKR 1 I T t 1` r { ;lalTii(i to L�ENC` WVARK N, _ 131,11 SPIKE IN POWER POLE AT THE CORNER OF CITRUS AVENI IF A NII? LOS CEDROS AVENUE n epared By: _ ii -- r� Il iii r �.a I l iiitl lk Civil Engineering - L and Su ve, n - Land Flapn:ng 8253 Sierra Avenue Fonlaia, C-hiumm x..'2335 Q (905) 358-1815 Fax (909) 356-1795 David S. Hamm -2r. R.0 E. 4397E Date (expir_s n-'30 6.1"30,20110151 E.SS !p� No. 439"6 Exp, 6 in /(1i ;I) r \` CALM/ VICINITY MV UANTITIES 68 LF I EA 982 SF EA 2 Fi!enerne: MAdwg\14907\final design,\sewer\14907swr01.dwg -11 Y ()V VUN I AIA, GAL N1A i' i' 'i J IPE' AVENUE i f i - WALNI IT AVENUE CONNECTAnk � : n 1l DRAWN , .. I 'C i .��ALE: m _ AE - Y i °,z) Ullu DESIGNED BY: SE r'E g v I3 V C(�' �i�IT PLAN I DATE: ' OCTOBER, 2004 CHECKED BY, APP! lL • • DRAWING NO.: ! I T I DATE: ,f 3652 I / CITY ENGINEER R. C. E. 51152 2 Fi!enerne: MAdwg\14907\final design,\sewer\14907swr01.dwg