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HomeMy WebLinkAbout2013 CON Koch Armstrong - Pedestrian Crossing Project Sp 12-12 - Change Orders #17, #18, #19, #20, #21At. oRNtA N, Ti0 AL C ,ATCCi U teTIM Citywide Pedestrian Crossings Specification No. 12-12 Contractor: Koch -Armstrong Reason/Purpose for this Change Order: Contractor was directed to complete additional striping work not shown on plans at an agreed price. I The City of National City and Contractor agree to the following change to the original Contract: Add 5 reflectors to each median nose on 8th St. for a total of 30 reflectors, and paint each median nose ,yellow. Original Contract Amount $ 813,949.15 Net change by previously authorized Change Orders 18,113.05 832,062.20 Amount of this change order 690.00 Subtotal CHANGE ORDER NO. 17 July 19, 2013 New contract amount Working days added: 1 Submitted by: roved by: Working days subtracted: 0 q -Jo —/3 Date /g/i/a L‘cly, ji9jpeer Date!!City Manager,required for Change Orders>$24,999 Date By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees, bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 1 for City Clerk, 1 for Contractor) ;Accepted and agreed p by_ Contractor's nameJ;A4s Laa, hlt'gg 1 $ 832,752.20 Percent change in Contract to date 2.31 % City Project Manager Date Name , �y �L(� �� ma t Date 'Nst6 is 4ti u do hoCeg @"Wit " ' s"t tian� "tt be diredtedt� proceed Witfl this work un'der the'ttTii ottrt contract and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim. Originals: City Clerk, Contractor cc: Engineering project file, Project Manager Telephone (619) 336-4380 1243 National City Boulevard, National City, CA 91950 - CALIFORNIA- NAL cr NATI() 11,31.31 Citywide Pedestrian Crossings Specification No. 12-12 Contractor: Koch -Armstrong Reason/Purpose for this Change Order: CHANGE ORDER NO. 18 July 19, 2013 Contractor was directed to complete necessary repairs not shown on plans on a T&M basis. The City of National City and Contractor agree to the following change to the original Contract: Contractor repaired as necessary unknown work conditions found in the field on a T&M basis. Work consisted of an unidentified area drain connection and repair of a broken conduit not shown on plans as directed in the field. Original Contract Amount 813,949.15 Net change by previously authorized Change Orders Subtotal Amount of this change order New contract amount 833,779.75 Working days added: 1 Working days subtracted: 0 Submitted by: 18,803 05 832,752.20 1,027.55 Percent change in Contract to date 2.44% je Manager Date City Project Manager Date proved by: . . • Cit natter_ Date City Manager, required for Change Orders >$24,999 Date By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees, bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 1 for City Clerk, 1 for Contractor) Accepted and a. eed to byjContractor's name): ( /[littoPrel lqatelo—COntra U fibfa-gre MOM —hail& fferyOti Srb6 alreaddlo proceedWitrfthIt" rW31-k-Urinerthe contract and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim Originals: City Clerk, Contractor cc: Engineering project file, Project Manager 1243 National City Boulevard, National City, CA 91950 Telephone (619) 336-4380 eAk.i NonnllA NATIONAL divCORPORATVP Citywide Pedestrian Crossings Specification No. 12-12 Contractor: Koch -Armstrong i Reason/Purpose for this Change Order. City requested contractor to prove additional work not show on the original plans for improvements on T Ave. from Sta. 10+82.75 to Sta. 12+19.56 and field marked for asphalt limits. CHANGE ORDER NO. 19 July 19, 2013 The City of National City and Contractor agree to the following change to the original Contract: Contractor shall remove existing AC, concrete and subgrade including misc. clearing and reconstruct 3" ACi6" CLII Base, curb & gutter, driveways, sidewalk, including masonry retaining wall and survey to complete all improvements shown on T Ave. plan NC T Ave SW 100 Plans dated 07/13/10 provided by Harris & Assoc. and all other misc work necessary to complete improvements in full for an agreed upon lump sum cost indicated below. Original Contract Amount $ 813,949.15 Net change by previously authorized Change Orders Subtotal Amount of this change order New contract amount $ 881,827.57 Working days added: 10 Working days subtracted: 0 Submi ed by: 19,830.60 833,779.75 48,047.82 t Manager// ved by:__�.n_�. Percent change in Contract to date 8.34% Date City Project Manager Date /cli//i 1v. 1c /1d(3 '�n lneer Date CityManager, required for Change Orders >s24,999 Date By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to at equipment, materials, labor, supervision, overhead, fees, bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 1 for City Clerk, 1 for Contractor) Accepted and agreed to by (Contractor's name): Name: f" f Note"to"" you dotlofag "'''wrtn contract and you may proceed under protest. your claim. Originals: City Clerk, Contractor Date `r� et1groYoeryo e"drrecteidto"proceed"Wittrif"isWbfkun0er" thetermsoft"."'" mm' You must comply with the contract requirements of submitting a written protest to protect cc: Engineering project file, Project Manager 1243 National City Boulevard, National City, CA 91950 Telephone (619) 336-4380 • 2. M 0 k W 1J V 0 V µ () () W W 0 0 73 V V 111 W HIIL1 Q ENGINEERING CEPARTM r0 GENERAL NOTES SPECIAL NOTES APPROVAL E 11ESE PLANS DV 1M CITY ENGINEER LY ME CI, r NATIONAL Ott Dar NOT CONSMDIE CEDEFECARCR O' THE PROJECT AS A MItlE, N TERMS CE COMPLETENESS ACCIAMSv DESGNN, AND CONSTRICT. STANDARDS i IS ME RESPIRE MIN O' ME nurQM-OF-HOER TO A£M]V CONTD. 04ER ME DES. OF ME PROW.. TO WK.,. ME 49NSTRUCRW R ME PROECT. AND 10 PROVIDE AS -RIME cARnnCAMMs Ill BE OBIAFNED FRW THE ENGNEER. OEPARMENF FON ALL IWROKMENr TOPER 1/11W11 ME %1RIC MINI-CF-WAY AND ALL GRIP. COMARCNS ON PRIVAT PRCiERIY. M VLL M HOT AU0AWORN OR GRAD. TO BE PM CYNED INTL ME P.P9PERry OWEN'S MAASS, HAS BEEN(00 OBTAINED BTAINED AND A VAIN PINTA HAS BEEN ISSUES, 3 NOTWITHSTANDING THE MMHUM STANDARDS SET EOSIN,/ THE GRADWC ONWARDS AND NOTWMSTANOINC ME APPROVAL Of MESE .ANN6 MAN; TEE PHD.. IS ROPER., FOR ME ttESE VOR,. OF DAMAGE NJ TXE ADJACENT PB0701, NO PERSON SHALE ...me ONIA. SD IC ME PROPERTY IN AS ENDAN.R ANY AALMLINO PUBLIC STREET, SDEVAME, All, M ANY OMER RUBLE OR PRIVATE PROPERTY 107 T SUWERPNG AND PROTECTING NPROPERTY MRd1 2'n0N4 MANNING ED09W, 51 TNG MOM OR ME °MAIT 11/1/, INANE REM, EP, ME CRAMS OESMAIED W THE. 0.AN5 4. ME CONTRACTOR MALL VON, THE FNSi1NCE AND LOCATION CF ALL URIIDES BEFORE COMMENCING • NOnE Cr PROPOSED WORN SMALL BF OVEN la TM FOLLOW. AGENCIES UNDERGROUND .91NIE ALERT I-1305_422-4IS3 SAN PESO CAS AND ELECTRIC 6B9-19.M PACIFIC BELL ffi5-48E9 COX GFE C0 263-Bz51 SMEETWATEfl AUTHOR, /22-113. NATIONAL P, SENDER DEPT/ENGINEER,. DEPT 338-43110 ULMQNICS LAC. /R-Ofl] S IT SHALL E ME REIDONSEMIIY fF DE Om7ACICR TG LOGO ALL SVBSI050IUNES W61HEA SNNWWNN CRT NOT ARUC ND SPRO T MALL AFROM DD. HAND THE 6 E .PAIR M REPLACEMENTSUBSOf 0 ME ENCWEER-E-WOW(SHALL BE NOTMED MEN CWSIRMRW MAMFNCES MD (F ANY CHAN. OP AOM ONS MADE DIRNC ME PROWESS OF CONSTRUCTOR A REPCRi COMM. MIS STEWED 9Y A .PSRRED SOILS ENGINEER, SHALL BE SAWTIED TO ME Oms ENGNEER. DEPTH MEM A; mE CWFrnW Of ME GRADING T AIL PROPER, COMERS SXA4 BE RE -SET AFTER ME CONSTRUCTOR Of ME IMPROTEMENTS SROMN NENEW Ai ME CWMACIWS EXRIIY B. CONTRACTOR AOA£CS MAY HE SHALL 14Y6 SOLE AND COINER ...SDI, FOR RIE AB DIE 0M0I0NS DURING ME COURSE OF CONSTRUCTOR OF THIS PROECT. INCL.. SAFE,PE.OINS AND CY ALL IO.NORMAL MJMWCRHOYR44A. MAATTOMC CONTACT. 7101I. MEO, MERCY 6D AMT ADO THHEE CMKR NIC RK EH0NEER HARMLESS M. ANY AND ALL LABIUM REAL CN ALLEGED, IN CONNECTOR MM T1f PECMWMCE Of MBAW MS PR0.(C17 EXCEPT AM BASHI, ARi.9NS FROM ME SOLE NEGLIGENCE OF ME OWNER M ME ENGINEER. 9. CONTRACTOR BILL MAYS EXPLANATION EXCAVA(CNS Alr9 LOCATE ES5NG VACERCRWAO FAGUIIES SITIOENRMEA D EAD OF CONSTRUCTOR r0 PERMIT RFN9WS l0 PLA0NS IF REASONS Ai NECESSARY BECAUSE OF ACTUAL LOGAIIPR Of EX511TG FAMINES IO.LDGBW AND ELEVATION CF INPROKMENIS m BE NET BY EGRA MBE DONE SHALL BE co..NED IL REECRE EXCAVATING EW TRH CONTRACT V0.WY (WAR. Of UNDERGROUND LOUR.. TIE E.PEN'£ AND LOCATION Of ANY UNDERGROUND. VIM1I, PIPES OR SMUCTOPES SHOWN ON NESE PAWS MERE WEANED BY A SEARCH E M 2041*0E RECORDS. ID ME BEST Of SNP AROWED0 THERE ARE NO OMER EOSTINC UTLITES EXCEPT AS MOAN ON THESE MANS. ISHOTHER ME OM4E5 NOR TIE ENGINEER -OF -WORN MU ENFORCE SAFE, MFA4NE5 OE REGULA77GN5 TIC L'0(MACIOR DOLL DESIGN. CWST.NICT AND MAINTAIN AL. SAFETY DEVICE£ Beware SEEM , A140 SHALL BE SOLELY RESMN1BlE F. CONFORM. TO ALL LAM, SLAT A FORM. SAFETY AM HEALTH STANDARDS LAMS AND PEST..'S u WSPEcnW NBIES - Ip MRrc SHALL PE COONTAMO NN ME 97E MAN IC A PRO-CONATM MCA 45E1Ws MM TIE EN9NEMING DEPARMFNT CALL ME an OWSThWCMH ENCm0(R AT 339-4370 TO sc... A 0.07/0 TA.MAN. ORDER - ME CNAN. CRLCRS DOLL BE REDDEST. m WRITING II SW. ME n0Y Cf NAT,. 00 STANDARD FORM AND AMEN. NM PUNS 91CWND IN RN PIE REASONS (CR 15ALL OPERATIONS CADMIE0 ON THE PREM.F$ IN¢KYNG 1NE WARW.RC VP, REPAIR, ARPoVA, CFPARMRE OR RNNµNG Of TRUCK F.1M.NNC EQUIPMENT CONSTRUCT. EOAPMENIAN O MEN ASSOCIATED EPNPKNI SHALL OE LAMED I9 ME EEMO. BETWEEN TOO A.M. I . DO PM I&END 0)4CIN(FN PROEM MKRE NEW STREETS HEED T9 9E ECNSTRICTED, ME A9'NAr C9HOAET PAVENENI SHALL BE 71S74N4D W A MIµD. OP 407 LIFTS ME TIMM LIFT SMALL RE AT (MAT 1' S�i.R �SYLL L BIRPAA PAVED AFTER FCC40.En0N CF ME BUILDING BIRVCTCNES. ...EC S1HEs f N I. SIMCRAL SECRWS HF TIF STREET IWR9Kl MENT _WNBF IX ACCORDANCEACCORDANCENM AV NOOSED IE9 SOLE .PONT. BUT NOT LED' MAY THE MwMIM REQUIREMENTS PER NATIONAL P, STANDARD DRAMNG W. ITS-S-B GRADING NOTES DUMF. M9 51OCKATINC IS PROHIBITED M NATION, CI, uL MATERIAL EXCAVATED AND REMOVED FROM ME SITE SHALL BE 049OSED E AI A SIT IAEAPFROICD BY DI( O, ENNNEER. SV ESCEPROI0 ALL Wa. ATLRS NLL BE CITED YAM IA1nCES CY cORRECno, AND LECAI ACT.. ALL GRAMM TES/NC AND 0BSERYADW SHALL BE DONE IX ACCORDANCE NM ME 50LS REPORT PP.AREB ECk 1W5 DEVflf°MENr MO ,APPENDIX '4' or nor CAUroslo4 BUUXNC CODE ANO W/PNIX ISFD CF THE NATIONAL ON NUNICVN CS£. 2 1NE SDWCAA9 TEST USED TO BORNE NE NAVMLW 0EN4, C ALL CBMPACTW WORK SHALL BE SONS REPWI ALL ..TES 91ALL BE EXPRESSED AS A REEAME COMPACTION IN ME F RECOIN4 STANDARD 00 CLEARING. GRO0BING AND PRLPARMC AREAS TO BE FILLED 3..1A4Y TRSS NOT UTLIZEO IN LANDSCAPING ABANDONED STRUCTURES, WEEDS AND ANT OMER MORI4H SHALL BE REMOVED, FILLED E OINERMSE DISPOSED Of SO A5 TO LEAVE nd AREAS MAT HAVE Beal DISTURBED MM A NEAT ANO FINISHED APPEARANCE, FREE ENPI UNVO RY DEBRIS ].2N1 KOr4BIE NATTER AND SOIL OE431A5EB AS UNSUITABLE BY ME SOILS t7OIRR mm1 RE RNOYED UNDER ME L1PECT00 Or NE COLS EN0NEEA ME ENPOSED 5'IRFAE SNARL MEN BE P LOWED W SCWATEO TO A NINTH E Ar LUST EICM INCHES. DN. ME SDIRFALE IS FRDL LRCM RUTS. HUM.", rN ME UNEAN FEATURES WON WORD TEND TO PRNTNT uMFMu CYXMACE. BY TEE EQUIPMENT TO BE U.D. 3..311H?AE TILL 15 I9 BE MKEO CARE SIDRD BE TANEN MA! ANY EASBNC VNCLNPACIED COLS 6E NENOVEB AND MAT NATURAL r:A5M0 SHALL BE SCAFM9 AT LEAST S. IRO COMPACT. AT LEAST 9v1�01P6 NSW. DENSITY. FILLSHOULD SOWS SHD BE COMPACTED AT LEAST 90E PAWNER! BASE MATERIAL SMWLD BE CPLPACR. AT LEAST 95S 6. MATERIALS 4.I ME MAIE7405 FOR RE DLL SHALL BE µPRO ED BY IRE CMS ENBNEW BEEP COMMENCEMENT Of GRADN6 CPENAPons OR MICR IMPORT. NATIONAL CITY GENERAL NOTES (CONTINUED) PLANS FOR THE IMPROVEMENT OF T AVENUE BETWEEN EAST 4th STREET AND EAST 8th STREET GENERAL NOTES (CONTINUED) 5.PLACING. SPREADING AND COMPACTION OF FILL MATERIAL 5.I7W00lF0 L MATERIAL SHALL BE RACED IN LAYERS M001 MIEN PACTILALLOW EQUATE BONO. AND COMPACT. 53MRTl MOIST -....RE CONTENT Of ME FILL MAIER0L IS BELOW THAT SPECIFIED ME CD. ENOWELR, WATER SNAIL BE ADDED UNTIL ME MOISTURE CONTENTIS AS SPEC0RO V ASSURE MORWCN BONDING DORM ME COMPACTION PROCESS MIEN ME MO,SEL. CIm TINT MME DLL MATERIAL IS ABOVE MAT WOMB) BY 111E SOENG'NEER IM FM N ATERIAL DULL BE AERATED DV FADING 0i OMER EAREEACPMY MEMOVS UNTIL ME MOWN. CONTENT IS AS WED.. s. Ji ^RD.. cACH omp.,. 70 PREBEEN ALPT, COMPACTION SPREAD EVWSLr m AN POO2L BE 5 ✓IELO DEAD rY TESR NOEL BE MACE BY ME SOB END... NNTRF SMEEPSFD01 R0.1R5 ARE ORD. THE SON MAY BE OiSIUNl2u IU A I:tPIM P SALFRAI 5 DFN9, RSR SHALL BE TAKEN IN LWPAC20 MATERIAL BELOW ML OgSIUERED ]UflIACE. MEN THESE TESTSMWGTE NA! ME DEN,I, FILLANY ON P.M.MLE EREIS BELOW ME REWIRED PoS OEN9TT. mE VAHNKMAR Lr. ?ER OR PORTON MALL BE REALPXEO UNTIL IREWIRED Drvsn 9FFl1 CREAMED_ 5.d%PANS E SCSO ENCdM'RRD IN CUT AREAS SHALL NOTSE PLACED NMIN ME UPPER 2 BEE! W ANY TELLS mPoE 1ENR,LL EXPANSIVE SOILS MAT BE SPREAD nwl;uGlcvr nD LOWER PORTIONS or ME FILLS. DISPOSAL OF OVERSIZE ROCKS LIED moo THE A. URFT FOR LAURRI:APWO F. PUPPOSCSRORXPULED M DESIMANO -s c Kn LL AREAS. Z.ENGINEERMG CBCFFVA BON IFIEYD OBSERVA504 BY SODS LNWKCR SHALL BE MADE DURING ME FILL AND , VENATION SO M4I NE CAN EVFESS HIS OPINION REGARDING E CMNPOFNANCCW ME ACCEPTED SPECIDCAIAMNE. B. E/5ONAL LIMITS B SHALL NL PLACED, SPREAD, OR MV£D RIME IT 15 PENIL VNSLRTABIF HMI M5SRME CONSENT, NW OVMNO UNFAVORABLE WEARIER CONDIng15. TRIM ME MAT5 WTERre0P RD BY WAY( NAM,OPERATIONS SHALL NOT BE RES..oL FIELD-TESTS B THE SOILS ENWIRR INDICATE LINT nrE MOSnrOr CONVENT AN DENSITY OF FILL ARE AS PRE...SLY SPECIFIED. 9. GRADING TOLERANCE Itne ODACCEPTABLE EPTABL TMASCU'RACY FOR VERTCAL ANO Nm IZ r.OWAµ1USofCFIA THEFEAR SHALL BE AC.OPOINC, PONS FOR PI:BJC BOARS CLONSTRUCTION, IDTHE AsanALCc CGONWETE PAVEMENT secnw IS ID BE CEDGNED Br ME Sacs R.IONEER N THE PAP.. AREA MO OMK AREA IS SYA'LS ENGINEER ALL SAMPLE ME S.C.. SODS MATERIAL AHD LTMENT SECTION ACCORDINGLY, BUT SUPI DESE. SHALL MELT n2 MINYA, C. ry STANDARDS 'NEED 11_RFROI,R 7RA'MNG (AS-BD14rf NIT; DNNIR0CTOR: UPON ...TM OF WOG,„ CONTRACT. SHALL DEL#R TOO ne Orv. AN ''JP-rO-OAF_ SET D (AS WILT) RECORD PUMNCS PREPARED BY ME FNONEEP-OP-IRK 4XN DRAWINGS SHALL BE BLUEPRINT OCPUS or mF PLANS uEO OFPM NG R cnINNowa AND NNMTTAIL ALL IMSS Ar MSOMMSONTO FRWS ENE CLOSEST PERMANENT SIRUCNRE I2.OWNEPS fATY AVONOv I cryNA1.f AIrI6, CA 91950 AR. 1MNRL CY I. CA 91950 I] CONTRACTOR Id LEGAL OES4RPRON ISASSESSOPS PARCEL NUMBER 16 BENCHMARK BOARS PLCC IN TOP OF PIRO RILE! MY ME 'T MINIK AN. iF�:inrria Xuu BINM A-Isa-.z LLEv. Iw.Ao oaul cY I^N NOTE: TEAT. dRSMALL SE ErIPFWu PROTECTING ALLNGPCC INPROVEMGI9 ADN6Ni i0 ME PROJECT INCLUDING vcM IM5. 074FNTs. 940540W , RA. AND APPlour ooAIANCEA, 1RES WICK $ L. EM COIL A PAR2w4Y RESPO WALKWAYS. (PLAN AO. 11 COMPACTOR SHALL BE N77 h61L ,OR REPLACING OF OPERATION. m Fm0 A5 A RESULT OF fAVSIWIC `ION 17 SPILS REPORT DATE ME. 'L4NN HA4E .EN RENEWED BY ME 0NDER9(NEO AND FOUND D CC IN CONFORMANCE NIIN 771E 0000MMENDAn05S AND SPE'IHGnWS OUTLINED Pi THE SOBS REPORT PREPARED IPA CCMPLE7107 Cm AWNS 771E EMLDMNG 5 IEINLXI flSFFS-OF-wryfA: ' I NERCRY XE GRADING PAS BEEN PONE ACCORPM 10 rvE REPO, LIST. NIT. P_ ID. t16MLLR OF WORK STATEMENT AFTER0051 Lr0 LONe ME PROJECT Rrc COLDXINC u ALEC,. BY MC ENGNEER-RY-mYrW: LEA y 1N ALLLNDANCE MIX SLS nW VW Dr KEN ANn mr4rm.Ns rmF Mar ML DF ME 14guivv ON .414STRUIW NA CE a -ASNDDort HAS BEEN CONSTRUCTED AN SMCtA PONS AS YAMLRIrL[ AND 5 AND 5P(OFICARdRS S ryIOXN W SAID PLANS A40 REFERRED OM NMGC SY 19. EARTRI WORK O)ANNTIES 20 RErEREN(£ DRAMNGS P AH ^.CR7 1_ 920 4' STANDARD DRAWINGS d SPEOFlCATONS SAIN PEON REGIONAL STANDARD ORAMW43 (LATEST EPROM AND C: OOF NA TONAL CRY STANDARD DRAM.. AND RL STANDAonlrorR sP c_XunON5 FCR PURLED WRNS ttNSIMCM4, LACE51 EDITION. lIXindR YETI Mf LATEST REGIONAL u PC1 MWFx TS 22. :MPIMTANT NOTCE S£CPENRC1I 4216/A217 LY ME COLERNMEN1 EW'RES A DW ALERT IDENT61JTW WINDER pf MVO BEFORE A 10 EXCAVATE- ALL BE YAM FOR 0, DI- ALERT ID. NUMBER CALL rW: n001 NO SAYS BEMOGE YOU CIC TJ, OECIARA5ON OF RESPONSIBLE CHARGE HEREBY DECLARE MAT I AM ME ENCMEER-CI-MRR FOR RPIECT MAT r NAVE EXERCISED RESPONSIBLE CHAR. CASA Pe DESIGN OF ME PROEC) AS DUNE.. EEC0ON 6 701 DE Mc CW BUSINESS ANDRIM COD. ANO MAi THE N IS ! MSEM STANDARDS UMERSTANO MA' IRE CHECK OfPROLE pH.. DRAWINGS AM svca1ICAn4NP a.NDA. CI, ND., Y1.mw0E4 T) pEALW ONLY DyS NOI XEUEA ME. AS ENN.R.AER W /. Or" M/ R SDTINIEST FDA PPoFC! OfSIW no 7 SEA- WATER SERVICE h SEWER LATERAL NOTE: EF AT ANT DBE oDNNG CCNSTMICnW ME CMTRACTLR HIS P4 DENTIPES A WATER .TINE£ O4 SPIER MIMAL TOBEW ;OWL., WM THE PROPOSED CONSIRUCTON Cu HE PLANS, N ME CONTRACTOR 441E IN -PAR 1 SFR NCF M urzRAL M axo MMEu'n IE. Y. 100% DESIGN SUBMITTAL JILY 2010 NOT FOR CONSTRUCTION PROJECT COCA I ION LOCATION MAP NOT TO SINE I 1ST OF ABBREVIATIONS For, ASB0£NARW9 NOT LISTED BELOW, PLEASE REFER M IRE .1EN80os (2009 EPROM) SECTION 1 ;' ARDfEMARWS 44-AGUEG2IE BASE N1Y-NORNNERLY -ASPHALT CONCRETE AIM-A.1.1, .I NORDEN A4£MVERUE BC-BECSMWNO OF C.. CORD REAM BFD-ROM 00=MO5-9s7 ENDUE Ew=BLCR OF 51DewX IVC.B GIN MERTON O.E. 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OWD-SW DISCARD WATER "STRICT ...SQUARE FOOT SAAH•SERfR INMIpf SR -STATE ROUTE T SFA-STCN U SN-STANDARD SIYR-SEWER IC -RCP Or CURB TsttY E FCYIIND INDEX OF SHEETS SHEET N0 I 111LE SHEET SHEET N0, 2 T`PICAL SEC110NS AND DETAILS SHEET N0. ' RETAINING WALL PROFILES SHEET N0. SHEET NO, SHEET He SHEET NO. I AVENUE IMPROVEMENTS FRBN 4111 STREET T9 STA 14+00 T AVENUE IMPROVEMENTS FROM STA 14+00 TO STA 18+50 T AVENUE IMPROVEMENTS FROM STA 18+50 TO B<F STREET FOURTH SINEEI IMI'ROV£MENIS FROM STA 49+29.20 TO STA 50+95.71 SPECIAL NOTE: PLAN TOR T. INDEDDATEDIDNI EROSNN RN1P0. Mx5 6 nE. snWUIT�iNf NE corvTRACTw TITLE SHEET CITY OF NATIONAL CITY NMHARRIS At ASSOCIATES 750 B SNMRI, Soils 1800 111 Son D''R9o, CA 92101 (6191 236-1778 MFAI (619) 266-1119 j- N..I9Twrru �F 14 0 11 6 7 0 i) 9) N TV LEGEND 0 4.)1) BIVG ORNTERLINE OR ENSEUNE rnsn76 CONTOUR (INDEX) ENSTRC CON/OUR (IN LMIRMIE) EIMSNEO yqr 70(000N S11 YIT IINF AC PAVEMENT (PW1 NEW) AC PAVEMENT (TPICAL SECTORS) COLD MLL (PLAN REV 5D' LororuANLL 0700 M0.E (PLAN NEW) COLD Mu (MYVL SECTIONS) AMU DKAAY (TYPICAL 5E3173503) CONCRETE PAYEMEM CONCRETE PAVEMENT AC ONE CONCRETE n1Ne a CUTTER R031P4717 RAMP CONESSLE ORNEWAY C\NKRETE MAMMY DA,0OMI u¢ (NMI OF GRADING) ENSDNG CURB EMSTNB CURB a CUTTER FNMA, avcREE PAm1Em EN5Tn70 EDHY OF CONCRETE EXPING EDGE OF PATEYNT EX0014 BRCR (OR OMER) PAMIR EASING A111DING EASING M LL EXISTING FENCE EASING SEWER LATERAL FASTING SERER MARKLE EASING SCALER CLEM°IT IX6 . WATER WATER METER EATSING WA1W APPURTENANCE EX66103 STORM OOM RESTING STORM CRAM STRUCTURE ERVING TSIDIpK OR TETECOMMIMURWNS EYISTNG 7200900E 00 TELECOMMUNICATIONS RISER AG EXISTING LAS MEE EWING 9ECIRIC ERVING ELEGIAC VAULT El6MM CONE VELEM, I EX6MNC POWER (OR OMER 00NT) POLE MSTINO COY POLE EI6TINC VIRRY PITiPoF ESSLN2 SIGN T rzzgzn L N V/ 1 1 I V El ELY 2/W (10'. TYPICAL SECTIONS: POP LSO')n lOnc OOA.S' AO/ / 1 EL SLOPE / (WIRES BEPEEN CUT e FILL) SOJOIN EXIST SEE PIN FOR WALL G/pnms) T,PICAL SEC710N FOR 1' AVENUE FROM I0{5242 ID 12,19.55 ELY POD 20'x TO E MDm t B OFRDADWAV� ( T - DL SLOPS TO PRP PEC PUN ALL 10.An4NS) (10')O TO TYPICAL SECTION FOR '0' AVENUE !NOV 12.26 as 10 1E76116 TYPICAL SECTION FOR -NJ AVENUE REMAINDER DE T ALEN. MON 16A43.59 TO BM STREET *SY NEW 1 L tl' VARIES IRO/ 245' TO Jz 5' u TO iC PROPOSED CORB f Wr1ER PROP PIA/ LOCATIONS AND METHS PER PLAY I Paw .31 IX SLOPE TO ES PROPOSED UMaWI1CR\\ / PRm LO PMrr \ WORTSPPLAER 1 WDmPER PLAN FRW EX2N, rCL xcPE rG xrN i1PICAL SEC)IUN OUR FOURi0 STREET IRON 595E020 TO 505957I DETAILS: COLD MII L DETAIL NEIN7ORt41S FARRS 0.12E ARAM O\IIRAS M LN Cr 53T1Ea �\ \ W/ FAPNK TAO LL 10' MJM MN/ \ (ABPoO 'ATV qS! GUTTER •C JOIN EXISTING PAVEMENT DETAIL TS JOIN VLISENG 50 MP, V4RI BLE WPM Cq➢NILL r0..1ARMN C,F0AY FS DACE ID OKRLAY OEPM Canwu COW LE, a125 DEPM WERE XINING AC PRANHENr (Fl.VSI). COLL D MOON° 0LP1 AWN,: PCC P4NWT'r (3/R' LID). ARHM OVERLAY DETAIL uP LF arm+ JIB'LLP CE Ir CT ARUM OVERN. HEAT IIiI Jr CNRPA FABRIC TO 0G1E BELOW UP. TICK EAOSEO 4YYIR OR MP 35 ABNC 100% DESIGN SUBMITTAL JULY 2010 NOT FOR CONSTRUCTION CURD A CUTER NM HARRIS & ASSOCIATES or750 B Street, Suite 1500 Son 0Ieoo, CA 92101 (619) 236-1729 STAY (619) 236-1129 CONSTRUCTIQN NOTES: Q PROD-Cr R4 PUCE. ® REMOTE Ah9 DISPOSE. OSAW -CUT OREMOTE o- BIxtl4' ENS, SUDONA£, AC/AB, STY. ul£Y �l AWiM, GAG. nWY, CURB RAMP. OUTTEN FENCING WALLS, TREES. 9l&S 0 YEE:PATON PER SCR2 C-11. OO 51R69ALECONSTRUCT PCR M0 04 CATSE NROVS CONTRACTED OCOLD MLL EX57NG PA HMEN1 TO A VARIABLE OEPM PION 0' 10 O.PN' PER CCLO MILL BLTA4 ON 91E£r OPREPARE AC PAEIEN4 M(L0W0 40400 SEALING MAURO a MAC. PR ARNN 0•ERLAY PER s OFlunONS 4 s0A11 PA WO FABRIC .51.(PENDANT Pt APPROVED ▪ EWIYNE0r EP, 10n TPlut SECTIONS. CONSTRUCT AKIN ONRLAr PER rroICAL SECTCWS SEE ARCM OVERLAY DEIM ON SHEET ] 10 CONSIAOCT e• CURB ARO CUTTER PFR SCR9 B-z TYPE O(NS NTIP )6 WEE SIDEWALK PER SR50 6-1 O OPCONSTRUCTKCU M CONCRETE OMW1Y PER SDRG-1. MOM O%KWAY SHORN W PONS CONSTRUCT CONCRETE DRIVEWAY M VEWAY PER SERC-1M nTN IS CR LEY ERIYEWSY sow W PLMS OC.ISIROCT 5 /5' POO PAVEMENT OVER COMPACTED 91BGAOE PER gWm O-HID Bf1WO Gtl 1ElIAI O CONSTRUCT CURB RAW 617 SORSJ G-66 TYK'A' TLW [O RAMP5700CC SURFACE PATE SHALL OE FLUSH AM RAIN. le CONSTRUCT CURB RAND P50 S➢RSG C-21 TOP OF WARNING SURFACE PLATE SHALL BE NON NM RAMP IJ CONSTRUCT OURS RAMP PER SORSO -]$ MIL 'A-1.' W OF WINNING SURFACE PLATE SHALL BE FLUSH PRIM O C241 '0' i CURB RAMP PER SURFACE 1 AI CAN AMA CASE 'e' TOP R WARM. xNHFAQ PLAIT SHALL OE PLUSH wM 050/7- IG rr, 2 E 00550FAD£ BLOCK MASONRY RETAINING S WALL TFE ] PER stir C ^v AS SNORN ON AR G SWAILL FROFlLE ray SNr ]). Lv 4YAiiTn [VAIMG OADJUST WARRR VALVE TB GRADE PER SDP. WV-01. O ADJUST WATW NEAR PLANE AND COLEY TO WARE O ADJUST SEDER MANHOLE FRAME ANSI COVER TO GRADE. O DETAIL 1TRAFFI LINES PPR CALTR4RS SN PUN A20A 24 CAI�IANSASTD PLAN 16A DETAIL 12 O C LANES PER INSTALL PAVEMENT H5.. RP. RESPL.DSLY. O STALL C1N5) p/ IRE PAYS W BREAM -AMP Y q05 POST PEfl .CR50 M-A3 ENURE ANC ES). TO MATCH Pfl VATS WALL (INCLUOINB ALL APPURTWin\ R7NTNE[AND RECONSTRUCT NO (FASTING Ll RAND PENCE 50002 (BENl0O a/ 0005, DA Tex EYSIMG (INOINxC. ALL APH/NIEMAYCFS). no /1 LO601UONu COLD MILS ESS7NC PAVEMENT IN 60' 061 1RAMsn0N AREA PER .KKH amnia: ',ANNEAL DETAIL OM SHEET 2 O CONEIM/CT CAMS p/r1Efl FtiR .WItSp C-12 31 MSIALL FIRE NHWANN MARKER PER 92652 OREMOK f RECMSMUCI craw -VW FENR PEW. O 96EWAN' ) TO MAFXIS5NG CCMSnR4MT KOES/Rim PROIECRVE TENDING PER MRSD -N, NM VW OF WALL O CONSTRUCT REINFORCED CONCRE/E RUNNY. L ISLE A PER MWA 57D PWI Bu-z (Avsi0E LOOM' u5E IV), As SHORN LW T00 MARS (SEE PRO'ME ON SILT 3). APPLE CRAFIT1 COATING TB WALL ®ENSTMC OVERHEAD EIECTMC FACLNrtS M BE ORDERCROUNDED BY OMERS • CONSTRUCT STRUC AND CUTTER rrn SOPS° D-2. TYPE O INSTALL Y TIDE F IN LONG TLLCM TIDERADALLASLIG LSwu ruA MAKNcs AT 4' ON CILN MR, As CORNRPIE PLAN ORLANVE EASRNC SmIRMC BY BET SMDBLASMLM OAO45I L 07(50 SEDER MENLO T TB 49ADE PER BURN SC-Ot IIPE 0 W M METAL w NV TIARA IT '2BE15.' ®CONSTRUCT PORTION LP CONCRETE O%KWAY PER SLK50 B-IRE AS SWAM ON FLANS OREMOVE N4D ALLNI DISPOSE CR L PPONS OF DUSTING CURB INLET. INCLN5NG WISE HNEATN ME P.M SURFACE AO CCNSMNCT CURB INLET TIDE 0' PER 9Rm 0-1 AND RECONNECT F6S1NO STORM CRAM PPE. A5 SHWA ON PLANS. OCWSDAKT 5' TIDE A B' BRP DO WNXWAY AG0IST COSTMC NRB AND SLITTER/EON'S CP PAVEMENT. INGL0N6 RETAINING RTWOOD 2A6 READER P.R. EPIUL 1C3ENS O LLN FCR THE IMPROVErIDDT CF' T AVENUE NOTES, TYPICAL SECTIONS & DETAILS CITY OF NATIONAL CITY /" IwFinlLrrt, 1F'Bc. r1 NATIONAL CITY - ca eaa .5 I, suorvY.9Nem 3nn3n9 - Al* 9N•u9w v N "T S�iII NI 1111., 'SS Y.. 0. KS:1L.i1 LSFA. Ti ' *- Y X 2s,•1�� lu.:e§1-abTilSVLfLn 54 Yfl llla GC R• 1 Y ly camel PiS3.T:trffr-F-t r N a92. 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T AVENUE FROM STA IL+OC TO STA 18+50 arr.( OF NATIONAL CITY HARRIS & ASSOCIATES 750 B Street, Suite 1800 al San Die, CA 97101 (619) 036-108 •rIO (819) 236-1179 -0 x a 0 70 9 rc O Z F 111 w 0 z 0 z� 7th STREETCD M(�� 3 AVENUE \70\\\ C•00 07 0' ®' ® 0 GRAPHIC SCALE ,e mIn. 100% OESKIII SUBMITTAL ,IULY 2010 NOT FOR CONSTRICTION 8th STREET CONSTRUCTION NOTES: Oi PROTECT m PLACE OJ SAW CUT. OtlE1wK Y d5P09E FENS 4110d.01F, w/IR, 4W AUET APRON. CMG oM MR RPAR, TRwr 1 .S ER, Fwa7C. S 0RFLS 4A wpm TAD. PCR Rom 0-If O coNSTRUCr 1.5' 0A0 OC 0AHALCNT OVER CONPACTEO SLBLAADE P. 200 02 ...SOTS. 6 C710 MILL EN41WC PAHYENT TO A VARIABLE (0(0 • LRCM O' TO ORO, PER COUP WILL DMA d1 SLEET P (7, A PREPARE AC PAKVGIT. MC OENO CRACK SEAL WO. • wwNO s PILLAR PCR AMER DARLAI' PER SPEER?. DOM OR INSTALL PANNL OB. FISSRAI KIRODAT OR APPROKO EWVALFRT) PER r,./cAL DERR., L.17 0.,AAmuyr O1S]' IpIN Orh%AY PW TN;CAL ...SEWS. 2C AN1N owm_Ar oETME W SHEET P. 18 EIRVCT VLAW 9R RAID PER R.. F]R WMIPRO SURF/RE P. 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FLAN FOR TJE IMADYIVFTIENT 6 T AVENUE FROM STA 19+00 To MI STREET CITY OF NATIONAL CITY KgHARRIS & ASSOCIATES 750 8 51,e.1, 5uile 1900 San D'ego, CA 91101 (619) 236-1778 •rAx (619) 236-1179 i - % 6±107Tw,m a got 12 D1a It cu UY �1 Z6 Oi U M p 4"a'3'•q x�46 112 110 108 112 110 108 112 110 108 9F3 O 0 0 0 0 0 0 x.N' 23.00' 3117,6" 511.2, 11195.06" 311,6 3 311,26. ]IY i'16' 31Y)'16- 1165' 1165 I6JC I5.]d 65' 610' 2n0' LURK RETURN PROFILE OF SW'LY CORNER OF "T" AVENUE ANO FOURTH STREET HORIZ. 112 110 48+50 601T09'16'E .e.so 49+00 FOURTH lolee.x YAM I6_tl /fi,,P 1M13 2 23 TA' URI MATCH LINE SEE SHEET 4 50+00 STREET u9v Rc RCYJNN Of CWf SCO yea N YLVp Itt Lr EC Xx1 STA. 101-82.75 'T AVENUE "T" AVENUE GRAPHIC SCALE M. 51+00 1`1 100S DESIGN SIAMRTAL JILY 2010 NOT FOR CONSTRUCTION 51+50 060 MOM, N PLACE CONSTRUCTION NOTES: • REM0YE AND DISPOSE JSAW NT. /.1 RLYOLL R MSPo.Y Ek5r 5YL0NIE', a ✓M. sW. atu, . APP., COG OF, CU.RANI. 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TOPS A5 B. 111E ENONEER !Y-WORN SHALL A` NGMIED MIEN CONSIFUCHON COMMENCES AND µIL CHANCE SYAPANS.E mL mccoNLEREB M Eta ARFIS SNAG NOT DE PLACED WHIN ME M .0 MA PLR. AND REFERRED ...... TEST T µY TILLS MC PORNO. ENµ9K SONS IMP BE SPREAD fR ADDITIONS INDS D.. ME Moc.......CT. REPORTOVA I pHs, sm. LRAM Ba BY A SOILS ERa0EER, SHALL BE SYRWIRD m MC CD, ENGINEERING GEPAPMENT AI AFUH HWDVTMN I T RUNSP NI-OYL4I.Y.V (AERUL) E. FlAL WF 1K-AKHUr p4C-PCRIWRI comp CONCRETE BC.Ef I. /. PG -PER...., Apo., UW pc... co.MC-P0 0r IMCPSECTION H ISO'01FRf➢ . C W r HE COMER Coro.. CF INE TILLS. FG.A... ME..NC O}TE PMAc-F0.YMER uOOS ASPIEILT POLIMETFOWES BET.IEGINE 6.BISPOSAL OF OVERSIZE ROCKS 1. All PROPERTY uss 5 9.A31 . RE -SET AFTER NE MISER.M. CP ME MMMVEMENTS SNOWY nENEW AI ill[ CM AAC l(R'S A9ENSE ro1ER9ZE macs SHALL 8 EYiA't rt0 SOP ME 9IE. USED ICR UN Ali'NG . 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NECESSARY BECAUSEC044SE OF ACTUAL LOCATION OE EV5/ING FACIV25 0RFA0, OF 0410 WN [ H IS M AN I,,,,,, ME w'N"Mbs'LWE CONTENT, NCR WRWc 5.22..0470 REAMER C50740 S WREN 21. STANDARD °RAMOS dr SPECIFICATIONS IOECGINM µ0 arrnnM or WPROWNENTS r0 BE NET BY NO. TO . DONE SHALL 6E CONE.. 471 W^. Do ESTER B PIED BY NEARRAH0010 DPERATIWTS SHALL M SDE RE.. SCOLS INISATE SAN gE. PE9MAL Sr ITT 0 qU WNCS (TAMEST MATOTH AND CCNSIN OF FlLL ARE SAS PREVI.MY ...Pro. A Ni A\O C ADWN CPT S;µ0.1RO DRANK,, µD DE IT BM, IXCA VAMMG F« T. CONTRACT P.M SCAT. OE U.fR«WItl LITOTES 111E SIFNx} 'IR01 RfRS FOR PIASLIC MOMS cdS RN/LTM. EXISTENCE AND LEMMA 4F MT IMCERERpMo VIXIrY PIPES « SmVLNRES MO. W TREY - nO �oW 100 IKON CMUIRD flv A S ARCx FF RF AVWIRE RECORDS_ nK MYr rI aM xNCW FA? 9. GRADING TOLERANCE L SI tV [ 1.TETHER MIN NE MST REPGVAL MERE ARE No aMFA ExSBNL Unules ry,,, AS ATONAL pry E, PL1xs s -LEvnE AUE.vfn is P I7K ADDS,. r ASSURED, NW 0ER RUL A. H10 70 S CMPH ANC[ NIA I4 AEIINER THE OWNER, M. TM ENPNETR CF MMt NLL ENFORCE SAFETY RM.., OF NONE U M MIS s.ALL R nL✓:... ME FONDA..WECRIcnnG15 12 INPMTANT NOTICE B.M.-BC.HY4PAAOLE PM1Pr Cf FEVERS OCWBLON-17 VALVE plpC- B(-OE0N KRTK.LL LURK PRJPprUFOSEO E CURVINK PAEV-MMOVS yG-01RB µ0 .TIER pi-{YMM ...R 4114 CF-CU% FMl PED"POKIMl CHLORIDE M-PCMI KNIICLL INFLECTION C=C\ST NON ..011.4 G-CURB US Ra✓r-M ADRAL E-CL-CFMONxE Rr-RMVrt CIE-CNVN-LMIL FENCE R/mmar..-OF-WAY CO-[IAlpllr SIP -SOUTHER, CO. 070002O SN-SEWER n AN 0W M-WUEIER SP5115. ANORN m-dIb1M -SON REDS, wT_MINING STAN. P¢1WMS LWM1DRhEWAY 9" 001SEAL ILLWRO WATER OSMICT EC -CM OF NONE SF-$OILNE FOOT TCR-0N0 ,SEAR RETINAL 511.5E I ELY-EASTERLY wN 4UWOIL EL-EEEWIN.H �� WU2 RECU ARMS ME CGVTRACI« SHALL SEAM COESTMOT AND mma. ALL SAFE. WACES ...MO ...K .. SHALL BC S2Rr I6A ..... F« CMFPNWC To ALL LOCAL STA, A. RDERAL S.IFEN .. HEAL, STANDARDS UMS A. op.. MS HF f.NYI.:PFI( PAYFYFNT YfnM Y N Bf OESi GVFO 9Y MF SARI S m. EN Room G.. N NH ... ...MD 0Na AREA 6 1SINSPECT. NOTES NO KKx 9EAu BE COMMENCED M ME ATE FROT m A P.P.CCNSMRLISON AL. EVFO ME SONS 9LCNEER VRL 5AYRE THE STMORACE Sml5 NA A. /pL E .-]I 6 r • < C 1r A �� PLO-CTLCIRY ,,,, £NIM.N ST NsTAnew LENT EP-E{0[ LP P.AVFAHEITI SIA+SS IICI .,-EMI VERTICAL COME O.SE.M. IX15raGImNG S.W.. n - - m B'u' - 6 MEETING NM HE FM4WEFtMG IIEPAR1YENc aLL ME CI, CONSIRVCNM ENG.. Ar SM-4.SB0 DME9M NE PARNE.T SECTION ACCORDING, BUT SUCH DES. MALI MEET ME ro sdlEO11L A MEFTi la. _ brc srANa.acs Cµ I , ^ 1 � • • ry-TV(E N.A. SRR-SETEN 11.. yNE TB-r« OF SEM iS-Fm,va SllaFKE TC_2P Of CURB 1tONANC4 dKKR - PM LIONGC OEDWS AWL BE REC652O M WITBY UMW ME Orr CIF BY -...---_.-.- _-_ oa1L0: - TOLL TREE 3.- GB -GPM[ BREW ML-19EMONE HAiM.AL SIANOARD f(W AND AIa[MED WM PLAIN SHOW. W PED TM RM.. TLR REMOVAL O. • "-99 u9. snxEe AInT am.. mot TF-TOP OF MOT. GIMOLN THE ERNS-IPNd01CN MALL ALL OMNI., CMD.TED ON ME M.,ME PRE$ INCLUDING ME , LW. RPNL AARRIVAL .5.5R5 M HA.. LE mccx EARD.o., EWIDMENT, ...soy EDUrPUr, E.AND ANY OMER ASSORTED EOAPYENT SHALL BE MIIT, PG Mr PERM BOWEN 700 AM. AND ODD PM. I LRECORO °RAKING (AS-BUh1) S C'Ir.R .31L/1311 b ME comm.,' I0 FOi SHOO TOLM PA .ELLS WILIIC HEW SMOTE NEED m 9E CMSIRVCWO. THE APHAEI CONCRETE TIME IV LCNINA1IW0 UPON VMPEERM OF RWX, CMMAGEOR SHALL CEVKR CO, 0 0TIRES . NG Al Mrcomm.CA M :11 BE 1`1 4140 6WE A PA.,EN4 51NL BE WS NLLD M A ... op F. OFR ME [MALL LH, EN m SE . A51 1' N L _I4_DATE sEi Cr (AS-BUILn RECC. dU WILLS PREPAID Om R' W%L RE MEAT MAN AM SHAM BF PAKO MT. CARA En. 0, Mr minAMT, STWCR,WFS EC ST.. DIY PIC ENGINE@ �OP-110... NCI «AWNCS SWI B£ BLUEPRINT COPIES 0, Prww, SM.. SHALL RE REA, NO FOC SEAT Lµ5 spoo , W RED N. A. W DETM ALL Cm,LARRE..0...S FT]E! EP. OI eOJ ..-.I yYBER LNl CL EYS� PERHNEMO CONDUIT CRATES SHALL BE gMEN9Cn'EU TRW ME me wwwwL OA, SEFOK mU qL nM5 O ME STREE I rRMROVE., SHALL R m ACCORDANCE MH µ APFROVEO TR'WTME• i TDSODSRAWI G . BUT MOr MESS Mµ TAP YMXIIIM REOAFEYAIR PET NATIONAL DIY SIAM1VAPO DRAWING N0 II3-5-EN 120NNER$ 3]. DECLARATION OF RE �°N991£ CHARGE 7241 GRADING NOTES DIM m A00N EY TIER er cEUI MnT Au HE ENbrvEFR-.s-Wm' F. RAToR0 0 00bNTH.fVA. E PEaAL NOTE ""' �-" mind o s. of ME veucbT LErmm 1 src «� H-Nflb? i,,,,PoRARI' MN,, HCRNEWOCWPCD 0.WP CCMROL PLAN Alm.. Polar IY-ME1ENSa. mNvMEMMAipN 0T'B-MEILNSGN MI ROM N-MRMAI 9 YP1K IW-mP CF WPll LA/ENC. 1.-I YPICAL L0L-IANMR um WNMIIERGRO RD LE -IL, K'=KRDdI CUR. NU'-NONUTI .ILAWESTERLY MH-..A WATER MOM I MN-NATIX YNf.IE N120-Y6VWL N UNARM M'=MMRfl VALVE ITWFIC oONTFOL OEL)CES INDEX OF SHEETS 61;m CP PIE A25,55 AND MQ'ESSY.S CODE AM BAT WMPCIC µo STW:PNHG IS AROI.. IN NATIONAL OIY ALL MATERIAL C1CAMIED AND 8.0V80 IS CONTRACTOR _ e NT Ism CWINT STANDARDS 414 4TIE gTE MALL SE �w� Wnpry nrzSAPE cwHE KANo 11 µ0 tl n�'M(M.. IxCFPnmS S .W. Nb.ATws Mu a aTm L1,0$5 TAN, THAT ME CHECx or PROECT «AWNOS AM 1 - -- SHEET SHEET N0. 1 TP F SHFFT SHEET NO. 2 TYPICAL SECTIONS AND DETAILS B 2 9 2Ll0r_APMS 9YN,E Ory OF xA7MA1 dtt IS ONO. TO 1. ALL WAWI6. 25MMC ALW CBSFVATRM $MULL BE DONE p AGLCEHU"WLF NM ME 70 REPORT DOES .r RE7 r'6. Mc AS .,,, N 6 PREPARED FOR M9 DOELOPMEHT A. µFEMO , OF THE G.HFCRNA MAO. COY µ0 1, LEGAL DESCRIPTION panVl OF AnRESPONSIBILITIESTOIL PROTECT pESMN. °µTER 16, )0 IX ME IONBMN CITY YUNILFAL COCA. Ov: SHEET NO. 3 RETAINING WALL PROFILES SHEET N0. T AVENUE INPRONEMENIS FROM SEMI STREET TO STA 11#09 SHEET NO. TOSTA IMPROVEMENTS 0 2. Ma EON.. MST USED TO CEFmE HEM... RUM.O ALL CWPACOM ...MALL BE S«SUROOM AAL/RED MALL BE EAR,. AS A 00AM£ C1YPACRM IN HE FOREGON4 IS ASSESSORS „HRH, NUMBER OAT FROMM STA 1C#00 i0 STA 18150 SEAL SHEET NO. T AVENUE IMPROVEMENTS FROM STA 1BTi0 SIN STREET Z W 2 LL w O 0• IW Z. ; - Q J. GFAIXNG, IXiL'BBING AND PREPARING AREAS 10 LiE FILLED IP BENCHMARK ] MANY IRE. NOT Dna, M LANDSCAPING 1.11DOIEO STRUCMRES, WEDS A. ANY OTIS WRIER SERNCE N SEWER LATERAL I SHEET NO. I FOURTH 5-MEETIMPROVEMENTS FROM STA 49#29.20 TO STA 5049531 WOO. SHALL BC N.., ALL. OR OTHER.. DISPOSED Of So As TO TEAK TRC AREAS MAr K BEG OSTLWBEO MM A MEAT A. RN15N0 APPA,,,,, FR2 T7,O9 DTTITI I Y SORG 9P955 EX ; . I:P EX CC. MICE, 9, SIUC '' A.INE ANDPm NOT: C �ANV Mai fRON ME P E A N II PLAN OCR LHE IEIPFMYF'¢NT of a IIFHn an. a Isv a1. N 09.40 DAMEACIPR ] HALL KQTABLE YAT2R µ0 9LM T29MATr0 15 UNS...1 ME s.2. 10 0FER SI?00 . C'- TONAL GIY s°EF-..ARI o�ioE: 107 n A .52 049Taff rs.EV `Tx oHE5007 is E140FR.031`0 04174 HER YxNCY OS MA. LATERAL TO BC \ OsNCT W M ME wig fiE'Pa1ri Hi RAvs. N ME 1. ER650N REMNaseil CCM.. PLANS R lrMa ln�L mrvMAcroR AVENUE 11 I LE SHEET 4xOaR N IFANR6 RMOI WND IGO ICI PREVENT LLWFOfN CWPICRON 00100)114 NOTE 130010ac°on UTEML IN MINI !W,TO.AIEL.. CITYOF NATIONAL CITY BY ME ELM., . Br UU.SAO_ .1.110. MI IS In Bf %REED ORE MILD BC T NFN MAi ANY FASP. 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NLVNC a STAMP FOR AMR OYeRLAv PER l'J mF5100MO p • INSTNI }ANNf. FABRIC SEVEN (66-16(W32- OF APPRISED EQUIVALENT) PER TR'LAL SECTORS. I O CIX6TM'1 O.I25' APNN OHR Av P55 11PICA3 SECTCNS SPC ARRN CKA610E2N3 06 SHEET I 10 CQKTM27 6" CURD AND CUTTER {'ER $p159 C-Y. TIPS 'C' 11 CMSIPLC! 55' MDE WARMS PER SIM04 D-] (NNTWWS). • CONSTRUE, CONCRETE ONKWAY PER SP50 C-ISO, MDT. or dM1HWAY SHOW Di VAN{ 0 10057 UCI CDSCRETE 9wKwAr PER 501,50 C-IMA, MOM OF LRIKRMr510Nx ON vows. O 10507000T 5 I}' PCc PAICMENT OYER COMPACTED S EXADE PER STR50 0-1 AT 1 74400 IMX4PWAv. CW91MK! 0M.n-0AIY RLDCN NAS7401 RC7A9dfb WAu TYPE s PW $CR0 C-2 A9 0IOYM 05 i 19 ME F4N5 150E P5R'ILL UI Pli ]A MMY CRA415T CVATNC 10 XNLL. 20 A0.VST MATES MAP 10 GRADE PER SORSO 0V-01. O AOAIST WATER ISSN {FAME AM CVItR 10 OtACE. OADJUST YKR MANHOLE MOT AND COVER TO GRADE. ZJISMS? TRAPS' IMIES PER MATRA. SSD PUN A20A. DETAIL I. O ISMAIL PASSES, MAPRERS AND ?RAMC USES PER CALMANS SRI PLAN A2p0. DE ran. 22 In 2R INSTALL WJI(S) SHORN ON ME PUNS d1 PoKAM-ANAL 000 POST PER SOROS M AS OR 01£ NYC RECCr151ROC r PRVATE MALL (00.05M50 SO A NTEMAN0ES), m MATCM COSTN6 J W I O NEV. ORE NAMAN! MASSES i£R maw Y- 19, 40 n CCNSIAIIC1 PLCOSIRIAN PRCTELIIT0 RANN0 PER SOR52 44-21, INTO 1CP Or NgLL. <W M PLAN FOR TMc 11'IPRp7EMEN- 401 T AVENUE FROM 4TH STREET TO STA 14.00 CITY OF NATIONAL CITY F KUHARRIS & ASSOCIATES 250 B Street. Suite 1800 Son Diego, CA 92101 (619) 236 1/28 8007 (619) 236-11)9 9PEG. NO. wt. 4co. 1 s.N, -o c 0 0 118 15+00 1B+90 "T" AVENUE .,,1L-Nr 245+7w SI rsT1 17+00 100S DESIGN SIIBI'RAL AALY 2010 NOT FOR CONSTRUCTION 18+00 SCALE 1'=20' HORIZ. 1'-4' VERT 102 98 94 98 92 88 82 78 74 '84" O PROTECT W PEACE CONSTRUCTION NOTES: b RESOLE S NT A 220. Y DISPOSE EMT 9.'B(AATE ACIAW SW, ALLE APRON C.C. OWY. tlIRR RAID. W Va3 W]TER� iEN6VG. MULLS TREES 96TI65 Y K4£1.81 PEA GCRSV G-11. 0 5C£ACv1s]1RIOCT {S' AC PA514140 I OVER GDYPACIED SOOGRADC PFA MIS. Orq0 Y9L f09TWR PAKNCN7 TO A V WA&E DEPTH FAd 0' I0 009A' PFR COD 165E DETAIL ON SHEET z. OPREPARE AC PA 1fltNl. MC1-130WG CRAG( SEALING MILLING 0 PWNF FOR ARIN y TEREAY PER 5.6016.411.6. -1O 2/STALL PALWG FABRIC SYSlEY (K4W IRI OR APPRJKD E01.16.1 10 PG TPIGAE SECTIONS = O CYWSIRUcr o Izr AMN OVERLAY PER MICAS SECTIONS GEE ARM OVERLAY GErNS NI sNEEr z. r TB rovsTRucr B' CURB AND GUT. PER xaso 0-2 rrvx t.' ® COMM. Sr EWE WE.. PER EDNA, 0 (CPIRWIXIS). OO Ns1ROCr CONOVIE 0N1EWAY PER £RSD G- 44. WORT K OTN EIVAY 18 aoWN ON MONS TT, O C-NSIRVn 515'POO PAL-V.2 M. COMPACTED SUSORACE PER 6.50 Er (T1 Ft. BEMVO OaIEWAY. 8.19 W+ ON Y( %2. su. 4MAMASONRYM uWY Y NW C OPE z PIX SOPSO C-2 As 9G m.Itl.G 0 0ADJDST WATER I4LLK TO0570E PER $0R50 NV-0. OA0.WSr WATER OE. WRNIE ANO LNW 20 WADE. �\ g �• 8, xz Auusl sEwr wwTUE fRAYE Aw cawv roW.wE. W rxyl v wsTALL TRAFPG IJN. PER CATNAPS STD PEW ASOM VETµ. I. -A O WSTOLL PA\EYENr YNYFR7 AN0 MAPFIC LINES PER CACIAART STD T PLAN AZOA PErA1L }I. OuvMYs.wT. PLANS a (WEAR -AWAY vw POST ~ n A.O0 RELINE EA REGONSPUTLT WALL (ArvwALL AnwiRvaxcEs). No uccif 0021w2 Z_ LP Itl410 RECONSTRUCT S), 0 MA PRIVATE01050. ANO FEMIZ O O (MSIALI. SS ALL HYDRAN.PLIPTT 4404047 . TO 44450 -I9 0 ]1 CONS.E.30 SSW 611MANIYW(ERMA mass Y-E9 Q51RVCi PEMSIPoM' PRO1GY 11K RARING PER $O(,'0 Y-]I, WIP 2 TOP CF WALL L.O STD PUN 13-2 (AED 551040TE RCASE WALL THE . Poi AP{Y Fry!( 615-x 00555E S. 3). CASE IVf. AS 90471 W )K %ANS(REWR6EA CNECT10 AogT5100 WAIµ3]0WALL ® MST. PhNIIFM ELECTRIC FAIL TICS i0 SE VNIERGKYW)EU BY smut OLYM4 ANDr 3' WOE N 0' BEEP 10 W E INGL OPIG REAW510 LV.®ANP WI IEA/i0:.E CF PAVEIENI. 43540. G IETAMMG REDItttO 2k6 HE.. PER T.L. SFCPCNS. HARRIS & ASSOCIATES 750 6 St.*, Suit. 1800 111 San 01900, CA 92101 (619) 256-1))8 • FAM (619) 256-1179 a dN =012 111E 2-2-1201E`1ENT CF: T AVENUE FROM STA 14,00 TO STA 185150 CITY OF NATIONAL CITY 6FEc. N0 3.3 -D .6, U Z 0 11 w 6 U w w 7th STREET a'T' AVENUE " GRAPHIC SCALE 0 iLAIA, E 1� trig—"—@XIX CH 7C0% DESIGN SUBMITTAL JULY 2010 NOT FOR CONSTRUCTION 8th STREET I I CONSTRUCTION NOTES, PROTECT IN PLACE. 10 SAW -CUT l'l APRON C.G. 01111 ape RAIN, 1R0T41-GUTTER EE UNIT 'ALL£ TAUS. SNIN9] B VEGETATION PEA 59.0.50 C-II. MISiNUCT 4.5 AL PAMUENT OMB CPNACIED SUGGRAOE PER TPIEM SCUMS O COLO MU EPSRNG PALEHENT 10 A VAR.. OPRI mow A. I 009E'PER COLD U.CEINL ION UING, ME1 2 OPREPAAE AC PAVEYEHE MCLVIXN6 CRAG( SELL MWNL tr PILLING. ITV ARM OKSM1AY PM .4+EGi1GRG5 O INSTALL PAWNS. "EYCAL SECIICN FABRIC PER�AT OR IFPROVED ECOIVN N O SIMTCT 0.125' ARMY OL£RUY PER TMVGL Prone i OVMAY DEW M SNEST i O CONSTRUCT CURB RAM' PER 9MAI dA w• OP OF WARNING SURFACE PLATE SN7 ARE ILVSM 1N P.P. GCNSITNCi NRB War PLR Yii9 F]A T1PE 'A TM ▪ TOP OF WARNING SURFACE PLATE SMALL BE RUSH RAMP. CPNSThVCT CURB RAMP PEA CALWAM SID PLAN AMA, GSE Y' TOP Of WAPoONE SURFACE PLATE SNNL BE RVSX MM RAMP. ® AB0)Sr 101L4 YAM11L FRAME MO COVER IS GRADE. WSIAII. IRAO SC IME9 PER GLRANS STD PLAN A.A. DETAIL I. OINSTALL NT WARNERS ARD TRAMC LINES PER CAL RAN5 510 SN PLAN A20A DETAIL 12 25 INSTALL PAKYQIT NARKING' ME MORO -SICP- AVG LIMIT IWE PER GLAANS STD PUNS AMID AND A24£ A1WECNLELY. 19 LO/GNGNAL COLD MEL ERSNNG BAYDMLNI IN 50' TRAN9MIN MEA PLA.ION ELSMG PAVNMT Of TP, CN SNEET ]5 EaSIMG OVEBEAV ELECDNC IAOUTIES N BE IMLENOf5EO BY OTHERS. A] CONSTRUCT S. WE X 5- OEM 00 WALKWAY AWMST EJBSIXIG CORD ANO CLTIM. E OF PAIEIKNT. INCLUDING REAMING REDWOOD 2M NEACER, PER TIWGL SECNWS PLAN F'JP CME IYPPAVEMINT GO. T AVENUE FROM STA 19.00 TO 6TH STREET CITY OF NATIONAL CITY nilHARRIS & ASSOCIATES 750 B S1Re5 See 1900 Ell San Diego, CA 92101 (619) 236-1770 'FAX (619) 2360I79 W 0 e N 9 2 2 2 1 p ° ,t w �- p YnF �FU $°q aa Hw$ el,Y nlu it. 6w ^o -SA g Lit, 2 16 mj108 PORIZONTAL CONTROL: ease cc cwrswaTcs NA2 e3 a95uu'w5rom 1.0.5W50111 rre penuer. CURVE TABLE - N0. RADIUS DELTA LENGTH TANGENT OA 25.0' n7]26' 1265' JPo _♦ _ '. OB 3003. 132'1BJl' Bow, 'AA ,1 Pry .:.,, - al �,: Q r, 1725' law' Jw r ire i. O o0 12195 CH' &iti Si l2' 112 _ l' Iv y I.. Q 23.0' n7726' 1565' J0 112 110 N"LY _ `F P� ,PI. _;_ ___ U 25 co' Jnns' u6s' 200 EY$Y 110 -_ _ L '`i-1-.::L6- OG So DC Moo 2. 10.Je' ero 108 's+.c 0 Jvaa' nnz6' I6.J6' am 108 J ,. a0 U 250) 3177'16' 0065' J.0 112 . I J U 5)5)' nY)'16' 16J6' 00 ree 110 y' ( 25 W] El),' 1 )av 110 - Q L5500p' L1JC5: .rs 3 l v :/ t.IR.33 1 1 E I 108 l 2� I � I I I E a5001 ll I _. 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JJ t��aPxT� Citywide Pedestrian Crossings Specification No. 12-12 Contractor: Koch -Armstrong _ Reason/Purpose for this Change Order. Contractor was directed to complete necessary repairs not shown on plans at Division and T Ave. CHANGE ORDER NO. 20 July 19, 2013 The City of National City and Contractor agree to the following change to the original Contract: contract shall remove and replace ADA ramps at the N/W corner of Division and T Ave, remove ADA ramp at the S/E corner of Division and T Ave and repalce with C&G and sidewalk, and install truncated domes at the N/E and S/W corner of Division and T Ave. including all removal and replacement work necessary to complete work at the lump sum price listed below. Original Contract Amount $ 813,949.15 Net change by previously authorized Change Orders 67,878.42 881,827.57 10,980.00 Subtotal Amount of this change order New contract amount $ 892,807.57 Working days added: 5 Submi®d by: Working days subtracted: 0 Percent change in Contract to date 9.69% ct Manage. Date City Project Manager roved by: , 2 /4 //%? ityrigineer Date .Cit Mana er required for Change Orders >$24,999 Date By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to provide a complete work as described above at that the price stated herein, Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to all equipment, materials, labor, supervision. overhead, fees, bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 1 for City Clerk, 1 for Contractor) Accepted and agreed to by (Contractor's name) „o 44424/2 t,.. Date I [ Name: 8 t2C fivi:e . Date `�//rl/. 'Not"e"To i.ontra it u d 'nOt a"gr ifii6i�" rt`ge rderyoii' ay 6 dirtea ti proceed With"this idrk i,nderthe Perms ofth ' contract and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim. Originals: City Clerk, Contractor cc: Engineering project file, Project Manager 1243 National City Boulevard, National City, CA 91950 Telephone (619) 336-4380 .9-^ CALIFORNIA;-.x NATIONAL CI J )w Ir .:m.1. 11 *T ) Citywide Pedestrian Crossings Specification No. 12-12 Contractor: Koch -Armstrong Reason/Purpose for this Change Order Contractor was directed to complete misc concrete work as detailed below. CHANGE ORDER NO. 21 July 19, 2013 The City of National City and Contractor agree to the following change to the original Contract: Remove and replace sidewalk and portion of driveway near 635 Harbison Avenue including all labor, equipment and materials necessary for the lump sum cost listed below. Original Contract Amount Net change by previously authorized Change Orders Subtotal Amount of this change order New contract amount $ 894,257.57 $ 813,949.15 78,858.42 892,807.57 1,450.00 Working days added: 1 Working days subtracted: 0 Submi d by. Percent change in Contract to date 9.87% Date City Project Manager Date City sneer Date [City Manager, requuedfor Change Orders >$24999 Date By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment. materials and labor necessary to provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to all equipment, materials, labor, supervision. overhead, fees, bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 1 for City Clerk, 1 for Contractor) Accepted and agreed to by (Contractor's name (L� yy}j�4�d4,rt Nameo? "Noto ont yOuknof- greril4VoreWrnay'ti-"tfifetreelta pftitSgd wrinthis"Work unde`thele niSa t contract and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim. Originals: City Clerk, Contractor cc: Engineering project file, Project Manager 1243 National City Boulevard, National City, CA 91950 Telephone (619) 336-4380 CA UFORNIA NATIONAL I' ir1:141 tHCORpau Kr Citywide Pedestrian Crossings Specification No. 12-12 Contractor Koch -Armstrong 'Reason/Purpose for this Change Order: Contractor was directed to complete misc concrete work as detailed below. CHANGE ORDER NO. 22 July 19, 2013 .". The Cityof National City and Contractor agree to the following change to the original Contract: Contractor shall remove and replace all concrete sidewalk panels at the Nutrition Center and Morgan Towers as marked in the field including all labor, equipment and materials necessary for the lump sum cost list below. Original Contract Amount $ 813,949.15 Net change by previously authorized Change Orders Subtotal Amount of this change order New contract amount $ 901,307.57 80,308.42 894,257.57 7,050.00 Working days added: 3 Working days subtracted: 0 Submrtt•d by.' Percent change in Contract to date 10.73% 9— 13 ) anag- Date City Project Manager Date r ved by: City'ngineer ✓ Date City Manager, required for Change Orders>S24999 Date By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees, bonds, insurance, profit. etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 1 for City Clerk, 1 for Contractor) Accepted and agreed to by (Contractor's name)) Name: �r 0 Date "1VOte'teit ritrabtor:" I u ddtitit ogee w h-this cjt'len e ' y -y re"airectedlo procee'U'With"tf is'w671i uhde"r""trie'tetint "aP'trj contract and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim. Originals: City Clerk, Contractor cc: Engineering project file, Project Manager 1243 National City Boulevard, National City, CA 91950 Telephone (619) 336-4380 VA�AN`nn., uuU///// ot1h[. (.'p CITY OF NATIONAL CITY Office of the City Clerk 1243 National City Blvd., National City, California 91950 619-336-4228 phone / 619-336-4229 fax Michael R. Dalla, CMC - City Clerk KOCH ARMSTRONG GENERAL ENGINEERING Change Orders #17, #18, #19, #20, #21, #22 Citywide Pedestrian Crossings Lynn Cole (Engineering) Forwarded Copies of Change Orders to Koch Armstrong General Engineering