Loading...
HomeMy WebLinkAbout2016 CON Dick Miller Inc - Plaza Blvd and 14th Street Improvements Project CIP 15-10 - Change Order #1CALiFOR A --., TIONAL CITY �...., tJYC4ftPOAATES> Plaza Blvd. and 14th St. Improvements CIP No: 15-10 Contractor: Dick Miller Inc. Reason/Purpose for this Change Order: The city has directed the contractor to install the Granger Avenue Raised Crosswalk per the plans and specifications provided. CHANGE ORDER NO. 1 May 13, 2016 The City of National City and Contractor agree to the following change to the original Contract: IThe contractor shall construct the Granger Speed Table per the plans and specifications detailed in emails sent on 4/17/16 and 4/21/16 and per the attached bid items. The work includes saw cut and removal of the 'existing AC, placing a 2" conduit with pull boxes, constructing a concrete speed table, curb channel, sidewalk, truncated domes, striping and all necessary traffic and erosion control. Work shall start on June 20, 2016 and be completed within three weeks. Original Contract Amount $ 1,276,903.10 Net change by previously authorized Change Orders Subtotal Amount of this change order 1, 276, 903.10 49,815.00 New contract amount $ 1,326,718.10 Working days added: 0 Sub by: Apifroved by: Working days subtracted: 0 Percent change in Contract to date 3.90% Cit Project Mana•er Date .......stwih.iCtt ngineer / 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 to by (Contractor's name): Sz.31!....,.. ,Name: - Date Note to Contractor: If you do not agree with this Change Order you may be directed to proceed with this work under the terms of the 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 DMI 930 Boardwalk, Suite H, San Marcos, CA 92078 Phone 760-471-6842 FAX 760-471-6178 Contractor's State License No. 380204, A, B, C-12 - DVBE I SBE #53651 DMI JOB NO. 16015 COR #001 - CONSTRUCT RAISED CROSSWALK (SPEED TABLE) Proposal Submitted To: CITY OF NATIONAL CITY Phone. 951-532-6483 Fax: Date Submitted: 04/29116 Street: 1243 NATIONAL CITY BOULEVARD Job Name: PLAZA BOULEVARD AND 14TH STREET IMPROVEMENTS Date Work Performed: PROPOSAL City, State and Zip Code: NATIONAL CITY, CA 92950 Job Location CITY RIGHT OF WAY ON GRANGER AVENUE BETWEEN 20TH STREET AND 24TH STREET. Attention: SEAN GILL (CONSTRUCTION MANAGER) Architect: NIA Plan Sheets: E-Mail: Addendas Noted: N/A saillaccsinc.net ITEM I DESCRIPTION QUANTITIES I MEASURE PRICE I TOTAL CONSTRUCT RAISED CROSSWALK (SPEED TABLE) 1 FURNISH & INSTALL 2" PVC CONDUIT 60 LF $5.00 $300.00 2 FURNISH & INSTALL #5 PULLBOX 2 EA $350.00 $700.00 3 REMOVE FULL DEPTH AC PAVEMENT 1,400 SF $3.79 $5,306.00 4 SAWCUT 200 LF $3.00 $600.00 5 FURNISH & INSTALL CURB CHANNEL* 70 LF $183.00 $12,810.00 6 FURNISH & INSTALL TRUNCATED DOMES PER CALTRANS STD PLAN A88A 2 EA $1,900.00 $3,800.00 7 CONSTRUCT SPEED TABLE 1,400 SF $12.10 $16,940.00 8 STRIPING 1 LS $3,803.00 $3,803.00 9 REMOVE & REPLACE 4" PCC SIDEWALK PER SDRSD G-7 190 SF $9.50 $1,805.00 10 MOBILIZATION 1 LS $1.00 $1.00 11 TRAFFIC CONTROL 1 LS $2,500.00 $2,500.00 12 EROSION CONTROL 1 LS $1,250.00 $1,250.00 NOTES: *SURFACE OF CURB CHANNEL PLATE WILL BE NON-SKID, ALTHOUGH SLIP -NOT COATING MAY NOT BE USED *SEE ATTACHED BREAKDOWN PER OWNER -PROVIDED BID ITEMS TOTAL LUMP SUM AMOUNT OF COR #1: $49,815.00 NOTES: 1. PRICES GOOD FOR WORK COMPLETED THROUGH 6/30/15. WORK COMPLETED AFTER 6/30/15 IS SUBJECT TO ADJUSTMENT FOR INCREASED COSTS OF LABOR, EQUIPMENT, TRUCKING AND/OR MATERIAL. 2. ALL PRICING BASED ON NORMAL 8 HOUR SHIFTS, BETWEEN 7 AM AND 5 PM, MONDAY-FRIDAY. NO NIGHT, WEEKEND OR HOLIDAY WORK.. DMI IS A CERTIFIED DVBE / SB, NON -UNION COMPANY Submitted for DMI BY: PAUL HUTCHINS. PROJECT MANAGER Granger Bid Items Project: Granger Ave Raised Crosswalk Prepared By: ICCS Date: 4/29/2016 Item # Item Description Quantity Unit Unit Price Amount 1 Furnish and Install 2" PVC Conduit 60 LF $5.00 $300.00 2 Furnish and Install #5 Pullbox 2 EA $350.00 $700.00 3 Remove Full Depth AC Pavement 1,400 SF $3.79 $5,306.00 4 Sawcut 200 LF $3.00 $600.00 5 Furnish and Install Curb Channel 70 LF $183.00 $12,810.00 6 Furnish and Install Yellow Truncated Domes per Caltrans Standard Plan A88A 2 EA $1,900.00 $3,800.00 7 Construct Speed Table 1,400 SF $12.10 $16,940.00 8 Striping 1 LS $3,803.00 $3,803.00 9 Remove and Replace 4" PCC Sidewalk per SDRSD G-7 190 SF $9.50 $1,805.00 10 Mobilization 1 LS $1.00 $1.00 11 Traffic Control 1 LS $2,500.00 $2,500.00 12 Erosion Control 1 LS $1,250.00 $1,250.00 Total: $49,815.00 \wl 5 SURVEYOR: $nNPO ENG 8 01 8 k 5 A La 8 d 8 5 8 i GENERAL NOTES PEON NOTES. 1. 5PPROV0 OF THESE PLANS BY THE CITY EN.NER 1 THE Ott OF RATON. Ott DOES NOT COVSTNTE CERTRCATION OE ME PROJECT AS A MIME, N TERMS OF COMPLETENESS. ACCURACY, DESGN, AND COMSMUCTOI STANDARDS ITS THE RESPONSIBUTY OF TIE FNtl1EER-OF-MIRK TO BERCI. CON09L OVER ME DESIGN 0 RE PROECT, TO SUPERVISE THE 0.ET UCTON 0 THE PROJECT, AND TO PROVIDE AS -BUT ORTFIGTONS 2. A PERUT SHALL BE OBTAINED FROM TIE ENGINERING DEPARTMENT FOR ALL IMPROVEMENT MLR( MMM TIE P6BUC RIGHT-0-WAY AND ALL LRADNG OPERATORS ON PRIVATE PROPERTY 3. APPROVAL OF THESE PLANS BY TIE Ott 0 RATON. CITY DOES NOT ACTION. ANY WORK Ce 0AX14 TO BE PERFORMED UNTIL ME PROPERTY OTHER'S PEERESS. RAS BEEN 100000D AND A VOLD PERUO HAS BEEN ISSUED. ♦. NTWMSTA0NG TIDE NNW/ STANDARDS SET 1*010 N ME GR.NG ORDINANCE AND NTMT 010090C TIE APPRON. Of THESE GRADING PLUS, THE PER/ITTEL IS RESTON9BIE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LAND 50 CLOY TO THE PROPERTY LINE AS TO ENDANGER ANY ADUDIM1G PUBII0 STREET. 9DERN1( ALLEY OR ANY OTHER POBLIC OR PRIVATE PROPERTY MMOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM YTT00, ammo. EROSION. SLING, SCOT OR THE UAYAGE .CH MIGHT RESET FROM THE GRADING DESCRIBED ON THESE PUNS. S. THE COMM. AWL VERIFY THE .51 ENCE AND LOCATION D ALL UTUTES BET. COMMENCING WORK, NOTICE 0 PROPOSED WORK SHALL BE GIVEN TO THE FOLLOMMG AGENCIES UDERQW ND SEANCE ALERT1 -8.02-1I33 SAN DECO GAS AND ELECTRIC 1-800-111-2313 rarer 1-856-666_19T COX CABLE COMPANY 1-619-262.122 SME VATER AUTHORITY I-616-00-1113 NATIONAL Ott EHONEERING DEPARTMENT I-619-336-4380 EXTG 1-626-32o-ONO 6. IT SHALL BE THE RESPONSIBILITY 0 THE CONTRACTOR TO LOCATE ILL SUBSTRUCTURES METIER 9IOMI OR NOT AND PROTECT MEM FROM DAMAE. lE OPENSE OF RE➢ER OR R..ALBERT 0 .D SUBSTRUCTURES 91.1 BE BON BY THE CONTRACTOR. T ME ENO NEEN-0SHALL E NDTFIED MEN COSTRUCTON COMMENCES ARO ANY GHANE OR AD ADDITIONS ME DURING THE PROGRESS 0 CONSTRUCTOR. A REPORT CONFIRMING TI95, SIGNED BY THE REGISTERED SOLS MINER, SHALL E SLED.. TO THE GINS EN(NELNNC DEPARTMENT AT TE COMPLETION 0 NE dRADIc. 8. ALL PROPERTY COTTERS SHALL E RESET ALTER 111E C05IRUCTON 0 ME 14POEMEN1S SHOWN HEREON AT THE CONIR.T.'S EXPENSE. 9. CONTRACTOR AGREES THAT HE STALL ASSUME STYE AND C01gETE ...MUTT F. ME JOB SITE RING THE COPSE Of CONSTR.TNN OR THIS PMECT. INCLUDING SAFETY Of ALL PERSONS AND PROPAtt; THAT THIS REQUIREMENT STALL APPLY CONTNUOUSY AM NOT E UNTEO TO NORMAL IMINNG HOPS: AND MAT THE CONTRACTOR SHIML DEFEND, 1.11N Y AND HOLD ME OMER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIITY, REAL ON ALLEGED, N CONNECTION MIN TE PERFORMANCE 0 WORK ON MS PRAECT, E%OPT FOR U.31, M19NG FROM lE SOLE NEDIONCE O ME GINNER OR TE ENUEFN. 10. CONTRACTOR MLL MAKE EIIPLORATNM EXCAVATIONS AR LOCATE EXIST. UNDERGROUND RACEMES SUFFICIENTLY NEAT 0 CONSTRUCTION TO PERMIT KN.. TO PLANS IF REVISIONS AR RECESS.' ELWSE 0 ACN. LOCATION 0 ERRING FACUTES II. LOCATION AND ELEVATION 0 NPROVfl4N15 TOE MET BY WORK TOE DONE .ALL E CONFIRMED BY FELD MEASUREMENT PRIOR TO CONSTRUCTION 0 NEW WON. 12. BEFORE EXCAVATING FOR THE CONTRACT, LOCATION 0 UNDEWNIOND RGRNO UNITES, THE E2S0AND 0 AN Y Y MERINO.MERINO.UTILITYTY PIPES OR STRUCTURES .01111 ON .. PLANS ME OBTAINED D BY A SEARCH THE AVAUBLE RECORDS. TO TE EST 0. D TEO1.0KEDNE ARE N0 OTHER ERTNG UTILITIES EXCEPT AS 511DMN ON THESE MANS 13. NITER ME OWNER. NOR T. FNONEER-O-MIRK MLL EMORCE SAPTY MEASURE 0 REGULATORS. ME CONTRACTOR SHALL DES . CONSTRUCT AND MENEAN ALL 5AEtt OENDS, 1NCL0Oro S40RNG. AND SNARL E SOLELY ESEOR.LE FOR CONFOTING TO ALL LOCAL STATE ACLU FEDERAL SAFETY AND HE.M STANDARDS LAWS AND EQUUTIONS. P NSPFCTON NOTES: NO W0ix 9T.L E COMMENCED ON 1E SITE PRIOR TO APE-W05TRUC15N MEETING M THE ENUEERNG DEPART... CALL T. Ott CONSTRUCTION NAPEC101 AT 336-1310 N SO.. A TEEING 15 CNAN0 DOER: ME CHANGE ORDERS SHALL E REDOESTEO IN WON 60NG THE Ott 0 NATIONAL Ott STANDARD FORM AND ATTACHED MM PUNS .016ND IN RED ME RENS.S FOR APPROVAL 16. ALL OPERATORS CONDUCTED ON ME PREMISES. INCLUDING THE WARMING UP. REPAH, ARRIVAL CEP/ROE, RIMGING 0 M. EAAMMUVNG EQUIPMENT, CONSMUCTION EOXTENT, AND ANY OMER J SSOOAIED EWEN/ENT SMGNL 10 WINED TO ME PERCO ETMEEN DECO AN. AND S. 00 P.M. UGH DMT, M00AY TROUGH FRIDAY. PRIOR APPROV. 0 THE Ott ENGINEER MLL E REQUIRED FOR ROE BEFORE EDO AM. AND ASTER SCO PM. 17. STRCTURAL SECTORS 0 ME STREET IMPROVEMENT ..L E IN ACCT10D YAM AN APPROVED SONS EPORT, BUT NOT ES5 THAN THE MINIM. ELONDENTS PER NATIONAL Ott STANDARD DRAWMG 00. 113-SB. NOTES TO CONTRACTOR I. ALL SIDEMAN AO PARODY DI.M. BY 0.TRLCTIW SMLL E RSTC1. AD/0 RPLASD TO RIDE SATISEACII. OF TE ONGIEU. 2. CUTRA0100 9NLL EL4VER M1ROE0 S.1MED E0TRBIT I THE NAT10u1 OTT FOLIC ER. YMO. INTACT PBL10 WORN START 1810N5 TN 000005 OBTAIN A E1L4PT FOR ALL SALMA® EQUIPMENT. ABBREVIATIONS SHEET NO. DESCRIPTION AB ABANDON 1 TITLE SENT E% EASING 2 DEMOLITION PLAN ft FL(VMJNE3 IMPROVEMENT PUN FS FIN19ED SURFACE 1 9CNING AND SWING PAN NTS NOT TO SCALE PVC PCETM11tt ONIORIDE RC REMOVE AND BECOME THE 0 E PROPERTY ME CONTRACT. RL RELOCATE AS REMOVE Aro S.VAGE VTW RIGHT -Of -WAY TC TOOF CURB TOLL FEE -E67-2R7-2110 MP0TANI NOTTS ELIIOx/216/1217 0 ME COVOMMENT CODE REQUIRES A ON ALERT RENTEICATCN RAISER E ISSUED BEFORE A PERMIT TO EXCAVATE' TILL E VALID. FON YOUR DIG ALERT I.D. NUMBER CALL 'CH: FREE 1-800-e22-4133 TWO WORKING DAYS BEFORE xW ON CITY OF NATIONAL CITY PLANS FOR THE IMPROVEMENT OF GRANGER AVENUE RAISED CROSSWALK VICINITY MAP GRADING NOTES MTNG ARO STOCKPILING S PROHIBITED N NAT VIAL Ott. AL MATERIAL EXCAVATED ANC REMORA FROM ME STE ..L E DISPOSED AT A SITE PREAPPROVED BY THE Ott ENGINEER NO E.EPTONS ALL .A.5 MILL E 01E3 MM NOTICES OF CORECTON, AND LEG. ACTON. 1. ALL 404 'J' 1ESMIG AND 1 0000 ARON GHALL BE DOME IN ACCO DANCE MM ME SOTS REPORT, PEPARED FOR MIS DEVELOPMENT AND APPENDIX 'J' AND THE MOST RECENTLY ADOPTED VERSON 0 BINDING COX AND CHAPTER 1570 0 TIE NATIONAL Ott MUNICIPAL COD. 2. ME STANDARD TEST USED TO DEE RE THE MAXIMUM TENSITY 0 ALL COMPACTION WORK STALL BE PER SONS REPORT. ALL DENSITIES AWL E EXPRESSED . A RELATIVE COMPACTION M ME FOREGOING STANDARD PROCEDURE. 3. DT.. 1R110BN0 AND PREPARING AREAS TO RE FLED 3.1 ANY TREES NOT .RED N LAN05CAPNG. ABANDONED STRUCTURES, NEEDS AND ANT OTOS RI1BBI91 SHALL E REMOVED, FILLED OR T1ERMff OSPO0D 0 SO AS TO LEAVE ME AREAS THAT HAVE BEM ITS.BED MTH A NEAT AND EINISED APPEARANCE. FREE FROM UNS.RY DESKS. 3.2 ALL VEGETABLE MATTER AND 5U X9GHATRD AS UNSITAEE BY ME SOLS ENGINEER STALL E REMOVED UNDER THE ERECTOR 0 LE SOILS ENUIEER, THE EXPOSED SURFACE SHALL TEN E PLOWED OR SCANNED TO A DEPTH 0 AT LEAST EMT INCITES, UTL THE SURFACE IS PRE FROM RUTS 1/.MU05. OR TE UNEVEN FF.. UM. WOULD TENS TO PREVENT UNIFORM COMPACTIH BY THE EQUPMENT TO E USED. 13 MERE FLL IS TOE M.D. CAE .OULD E TAKEN THAT ANY EASING UNGRADED S0L5 E RENOVFD AND MAT ALAI.. GROUND SN.L E WARMED AT LEAST 8' AND COMPACTED AT LEAST 90E 0 MAXMUM DENSITY. FLLSOLS SHOULD E COMPACTED AT LEAST AGE PAVEMENT BASE CONY MATERIAL SOLD E COMPACTED AT LEAST 95E 4A11RNR NI DE ALTERS FOR TE FILL 91.L E APPROVED BY ME SOTS ENGINEER EFORE COMMENCEMENT 0 GRADING OPERATORS.. THEIR IMPORT. . PLATING SPREADING AND COIMPATNN 0 EEL RATER]. 5.1 ME SELECTED ELL MATERIAL .ALL E PLACED IN LAYERS .CH WHEN COMPACTED .ALL .LOW ADEQUATE BONDING AND COMPACTOR. 5.2 SEMEN M0STURE CONTENT 0 ME FILL MARK. S DELOT THAT 5PECIFED BY THE 5U5 ENGINEER. EER. WATER 9001L E ADDED INTL ME 1105160E CONTENT 15 AS 9S4THOROUGH NE0 TO ASSURE THORBONDING DURING MPROCESS. E COMPACT. PRO. THEN ME MOSNRE CONTENT 0 E ELL MATERA S ABOVE THAT SPECIFIED BY ME SOILS ENWE., THE NO MATERIAL 9101E E AERATED BY MAQNG CO TER SATYACTON TEMODS UNTIL ME 4QSTRE CONTD. IS . SEWED. 5.3 ASTER EACH LAYER HAS BEEN PLACED. MDED, AND SPREAD EVERY, IT .ALL E THOROUGHLY COMPACTED TO A MAME CONTACTOR 0 NOT LESS MAN DOE 5.4 FIELD ON1TY TESTS 51AL1 BE MADE BY ME SOILS EN...MERE 9EEPY0LER 00T R$ ARE USED, M SQL MAY BE DISTURBED TO A DEPTH 0 SEVERAL INCHES XN91Y 1E5.5 9ULL E TNLEN N COMPACTED YAT08AL E10W ME DISTURBED 9RFA0. MEN THEE TESTS INDICATE THAT ME DENSTY 0 ANT LAYER 0LL OR PORTION IDEA IS EL0'W RUE EOURED 609 .SITE THE PARTCLUR UIER ORPDION .ALL E REWORKED .M ME REQUIRED OEN. HAS MEN OBTAH[D. 55 EXPANSIVE SOIL ENCOUNTERED M LINT PEAS 900E NOT E PULEo NOM THE UPPER 2 FEET 0 NO ELLS THE POIENTAL ETPAN9VE SUS MAY E SPREAD TNNTICGWT lE LOMR PORTO. E THE MLi 6.1 OVERSIZE CO LL AREAS ALL BE SMALL EXPORTED FROM TIE ATE. U.D PIER U40SCAPNG PURPOSES, OR PLACED IN EGH AGE9AIED NON- STRUCTURAL 7 TN... DBPRVATON 71 HERD OBSFAVATON BY SOILS ENQNEER .ALL E MAX WRING THE ELL AND COMPACTOR OPERATION SO THAT HE CAN EXPRESS HIS OPINION REGARDING ME COEORN NE OF THE ACCEPTED 9ECIBCAIRNS GRADING NOTES (CONTD) 8....NuNINT4 BE .D. S.PREAD OR ROLLED WILE IT i5 IN AN UNSOIT.E HIGH 011NOR DURING UKAVORABLE * TALLER LNMnIT. ATHEEN TIE WORK III.UPIE➢ BY HEAVY RAN. OPERATORS14051 T BE REURE AMED UNTIL NELD-TESTS BY THE SOIL. ENGINEER NDCATE TIRE THE MOISTURE 0.1E NT AND DENSITY Of FlLL ARE. P.N.S. SPECIFIED. 9. GRADING TP FRANC 9.1 ME A.PTABLE ACCURACY FOR VERTICAL AND HORIZONTAL CONPIANCE NTH TE DES. . .5 PLAN SHALL BE ACCORDING TO THE S ANOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 10 BPYIRn IMMN.. (AS-4411.TL NOTE TO CONTRACT.: IKON COMPLETION OF CONTRACT. SHALL 0 TO TIE OttAM UP-TO-DATE SET 0 (A S -BUILT) RECORD DRAM. PREPARED BY ME ENON F6-0- WAR(, 1, SUCH DRAYWGS 9H.L BE COS.O0 DE RUNS SHOOK M RED MN AND IN DETAU ALL CONSTRUCTOR CHINOS ESEOALLY DEPTHS 0 CONDUIT. UTIUTES SHALL BE DIMENSIONED FROM THE CLOSEST PERMANENT STRUCTURE. ENGINEER OF VORK SHALL MANE CRANES TO THE ORIGINAL MEARS ON FLE VA. THE Ott mown DEICE. B.NEEROF WORN SHALL ALSO PROVIDE SAID AS -BOLT ON DOTAL FORMAT (PDT FHB). H. D99EB5 Ott of RATON. Ott 1234 NATMNA Ott BLNI RADON. Ott, CA 91650 00 GflR I NGG: 13. ITAN 1.6636o1NI CITY RIGHT 0 WAY ON GRANGER AVENU BET4EON 20TI SMUT AND MITI STREET. IA M *20) STANDMD 2.5' BRASS OM9( SINNED 220 19P fPl00NA38 VFNUE B 16350 4. ET IN STANDARD 1(29 T YELL M THE INTWSECiNN OC DAIRY: COMMENCE El.E PR l: 9.31' IS M. BY CERT. 0 THE PRANCE, TIE SECTION 6 STATEMENT BST E EOOI1EF BY ME ODE..-0-006 T HEREBY CERIEY, N ACCORDANCE MUM SECTION NARKED 0 BU BUSTERS AND PROfR590N5 CCU. TOT ALL 0 ME HORN SHORN ON DEALNKS THROUGH YARNED 'AS -BOLT' HAS BEEN CONSTRUCTED N CONFORMANCE VA. DIES AND GRAMS AND DEEMS AND 9PECMCAT0S, A5 9IOM1 ON SAID PUNS AND REFERRED ORAMMGS.' BY: DATE: 16. BEEN A9ENI *OIL 1066D IE. SAN CEGOSJAN DECO REGIONAL JG OS (LATEST TOTON) NE Ott 0 NATIONAL CRT STANDARD L RAMNCS, AND TIE STANDARD SNSJFIC PINS FOR PUBU WORKS CONSTRUCT., CURRENT EDITOR, TOGETHER RATI THE WEST REGIONAL SUPPLEMENT. AMENDMENTS. ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, + TRENCH BACKPILL + COMPACTION I. EASING PAVEMENT MU. E S*MXR AT ALL LOCATIONS THAT MN TM PROPOSED IMPROVEMENTS. 2 ASPH.T CONCRETE SECTIONS .EATER MAN 3' SOUL E LAID N ThD LIFTS LMMJM AND 9ALL E COMPRISED 0 AN AC BAY AND A SURFACE COURSE. AC FOR ME BAY COURSE .ALL E CLASS B-PG 61-10 (3/1'). AC FOR THE SURFACE COURSE S061 E CLASS C2-PG 1-10 (1/2'). SURFACE COORff S01.1 EIS' MKK MINIMUM. 3. ASPHALT CON.ETE PAVEMENT SECTORS SHALL E Y MINIMUM 0. 9' CRU0E0 AGGREGATE, EXCEPT N HAYS MERE ME IMPROVER.. PUNS INMATE THAT A M1410f PAVEMENT MICNNE0 IS ECESS., REEK TO 0E EOREGH1CAL REPORT FOR ME RE...ENDED VEMENT SECTION. 1. TE UPPER 1Y 0 ME TRENCH. PAVOENT SECTION MEASURED FROM ME 80701 0 THE BASE COURSE SHALL E COMPACTED TO A MATTE MMM. COMPATON 0 95 PERCENT 0 4AIMLLL DRY DENSITY. IN AEAS MERE A EOSJNMETE IS USED FOR R0NFOMEMENT BELOW ME BAY COURSE RE DEPM O 91NRAM ROAD. COMPACTOR CAN E EDUCED TO 65 LEGEND PROPOSED SON ON POST PROPOSED PULBOX PROPOSED CONDUIT BACK 0 SSEWALK CUM DECLARATION OF RESPONSIBLE CHARGE 311063 DECLARE NE DOOM OF PRA THIS PROEM PI I PE EPPS.) FIESPOPELE NATIONS CTI y .•3 9JOY �. KM. PH INF AAPROPPITS GRANGER AVENUE RAISED CROSSWALK T4TU SELL CITY OF NATIONAL CITY APPRO.) FOR PERS611146 PURPOSES 0062 DAMmsA IND PUBIS PROS PRO3PC3 NO OP NO AR-03 c*me4,0 Mar e.. 2066 - 1142.m T:\Pmi..M\IO\D09_OVN.• Pa x-.al.\07_E9..n„R\CAOD\DLV\O439_0L6_02_DM.a.g ENGINEERING DEPARTMENT UTIIJTY DEPARTMENTS mGRE TELEPHONE AS -BUILT REVISIONS BY APPROVED DATE ELECTRIC. MIKE WONG TRAFFIC SIGNALS R LIGHTING. UNDA BUSTARD COX COMMUNCATIONS. RAHIMA CLENERS (858) 636-5716 (858) 654-8364 CONSTRUCTION RECORDS DATE STARTED: INSPECTOR: SURVEYOR: SAMPo ENGINEERING INC. STANDARD 2.6. BRASS DISK STAMPED .0 ten (PLATE ,32 EP cnoC601F4 a T' kLR Calm a T O.ARD Mr.ANNT WELL IN THE DATUM NOV029 ELEVATION: 19.31 AT&T SUBSTRUCTURES FRED KRUSE SWEETWATER AUTHORITY, FRANCSCO MONII.KO (619) 266-5138 (619) 674-2610 (BIB) 409-6756 CROVMCASTE NETWORKS PETER MATKORAD 8 ig I (626) 320-0996 DATE COEAPLETED: THE CAL/FORMA COORDINATE NORIZONTN CONTROL: THE BASIS OF BEARINGS FOR MIS SURVEY IS NUMBERS 1232 AND 3246 AS SHOWNSYSTEM NONNDRDDSS' ZONE 6. BETWEEN POINT 100HOS HJIH 2101Nnr 213JNV210 a t x�W 76Ma 4.1 2a2 CONSTRUCTION RECORDS R E 1 1 A R 9 2 8 Q 9 2 2 N SEE A00AaAER 2'•.. XI SLIPNOT E. DETAIL NON -SUP SREL RAZE ON �� r II-1. .)•sIReT, SLE AlTA01df PRIIND NON -SLIP STEEL RAZE OR DETAIL SPEED TANI Eau MATINS OM NO DRIER SECTION CURB CHANNEL Vic,, L1l TOLL FREE '1-BX-0-26 0 DETAIL A CURB CHANNEL pas GRANGER JUNIOR HIGH SCHOOL 170.71 TC 1A.10 A n PAL011TAAW \ AM N Atle 1 A © B AMER OF CO.R90El. ea A" ATTACHMENT SECT ION EAR 005E SECTIONS AS' a)TI EFLO NO 9KA0 BIH). Nr 110.1e7C 1A.O1 R 1A.11 lS 115.01 PS EOM PAIEIEIOT// REL C EBOwL-✓ A' 15' 10' 9® TARE %i43 (z0% wn1 BO-L AS0 ?OPIUM ODOR CLICTRT (1111001,55 VARIES PER TIN) DETAIL B SPEED TABLE (SECTION A -A) BS 10 5 0 10 20 10 SCALE,•_1y LIMBO —I ` \ \U COP ETE .�EN1s COACTE are NAIL PROACT IA PUCE. px R1E1191 NO H DAL ale OVNFL. OD OETAIL •A' TOS El FUMY. Am IPSRNL 1R1C11ro DOES PER CILTP O STNOND RAN ABM. EA 0110111116 SPEED TNLC. SEE DETAIL'I' THIS SLEET. MEM 1. .10 TA EXIS1 NO ,EI21TALA RTICAL 1D .11 a 2011ALL 11UTILITIES WITHIN . PRIAM PICA TAT WY CIELICT WITH M PROPOSED nl,T ANN M SE IEPC LAC 8! OTES AVE INA I IADAY NO Aff 1D LACER IN F .IRO .. UTILIT 59(11AAA TEE RIOTEPCITO HE START T Of Pipe UTILITY OfLICiS PRIOR TO THE srrNr o- PNr mama ox. R. REFER I0ON6 SSOIPIM: AMA FOR DISPOSITIONa AL seas. corms PMFIpf PAL CSBOOL NATIONAL. CtTy Tare �, AMC Pm THE NPR... a OMNGER AVENUE MB® CRC ENIALK 11mT9g1 PLAN CITY OF NATIONAL QTY N PROWO Pm PENNrtno PURPOSES MEE 104 MN R OP I Mlle MOS FROAKT OR PM 11.-03 xLT_1 • moms pY lE 1930 CONSTRUCTION RECORDS m S F. 2 81 8 0) 8 hT SUBSTRUCTURES 0) 0) C(NING AND STRIPING NOTES: I. ALL PEF£REVCES TO TIE .CITY 9N1 MUCH', REFER TO THE 'CITY OF NATIONAL CITY. 2 MS1A1A1ION (f ALL SIGNS STRIPING. PAVEMENT MARKINGS, AND PAMENT MARIERS SHALL BE ME AESEd99O1Y Of THE CONTRACTOR AND SHALL CONFORM 10 11E MOST RECENT EDT. OF THE FOLLOW, STANDARD MANS NO SPECIFICATIONS: A CAIIFONIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (G-MUTC0). B. STATE Of CAFOMRA CEPARTENT O TRANSPORTATION (CXTRAIS) STANDARDS PLANS C. STATE Of CAIPOEYA CEPAR1MFNT O TRANSPORTATION (CALIRANS) 5TA0AR0 SPECIFICATIONS D. STANDARD SPECIFICATIONS FOR PUBIC WOKS CONSTRUCTOR ('OE➢NBOOM). INCLUDING ALL CURRENT SUPPLEMENTS. 1 ALL SIGNS STRIPING, PAVEMENT MAKINGS. AND PAVEMENT MARKERS AK 91B.ECT TO THE APPROVAL OF RE CITY ENGINEER PRIOR W NSTALLAMN AND/OR REMOVAL. 4. CONTRACTOR SHALL SUBMIT PRQUUCT MANUALS AND SPECIFICATIONS FOR TERYOR.STC RAMP. AT THE PRE -CONSTRUCTION MEETING FOR APPROVAL BY TIE OW ENGINEER. S COTR.ACTOR SHALL NOTIFY 1M CITY EN(YEFR DR HIS REPRES.TADVK A MINIMUM C R KERN ADVANCE TO OYIFIYRF A FEED 'WALK MOWN' TO NNW our ALL SONS SCHEMED FOR REMOVAL, REPLACEMENT, AND/OR RELOCATION, A0 10 'MARK -WTI' THE LOCATIONS FOR PLACEMENT C NEW ARDOR RELOCATED SONS 8. CONTRACTOR SHALL CLEARLY TAN -WY THE LOCATIONS C ALL NEW SIPPING AND PANNENT MAMWGS PRIOR TO MSTAUTON. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OR MS REPRESENTATIVE A MIMM S O 1 MEEK IN ADVANCE W d'MN KE INSPECTOR OF TIE .MARK -CUTS.. 2. CONTRACTOR SAL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY 'RAIEROASIINC. ALTERNATIVE METHODS MUST BE PRE -APPROVED BY THE OW ENGINEER. ANY DEBRIS SHALL BE PROWL,' PENOMD BY THE CONTRACTOR 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING RASED PAVEMENT MARKERS PRIOR 10 STRIPING. PAVEMENT TUT IS DAMAGED DE TO THE REMOVAL C MAR.-RS SHALL BE NEOARLY REPAIRED TO THE SATISFACTION Cr ME CITY FN9NED2 9. SURFACES M1CH ARE TO RECEIVE NEW STRPNO, PAWAENT MRKN., MD PAVEMENT MARKERS SHALL BE GUANO C ALL DIRT AND LOOSE MAEENAL PRIOR M NSTALLATIN. 10. ALL WT 1NES/STOP BARS CROSSWALK WES AND LIES 10 MORES OR GREATER IN KWIC SHALL BE THERMOPLASTIC. UNLESS OTHERWISE SPECIFIED. 11. ALL 1RARIC SINRES R INCHES OR LESS N MOTH SHALL BE INSTALLED MN 1R0 COATS C PANT. ME FMST COAT O PNNT SHALL BE DRY BEFORE A P110*1 N O THE S:CUNO COAT PER TE LATEST STANDARDS SPECIFICATION. 12 FOR ALL ROADWAY CENTERLINES REWIRING DOUBLE YELLOW TWEE SERPNC, ME CONTRACTOR SHALL CONCURRENTLY PANT A 3-0. RIDE BUCK STRIPE BETWEEN ME TWO 4-NCH WE YELLOW STRIPES 13. ALL WIT UIES/STC SHALL BE LOCATED ATM PROLO1GTION O M CENTER DELTA O THE CUM RETURN OR BEHIND TE PEDESTRIAN ACCESS RAP. UNLESS OTHERWISE SPECIFIED. 0 A SIMKD CROSSWALK EXISTS, THE EMT UNE/STO BAR SHALL BE LOCATED 4 FEET IN ADVANCE O M CROSSWALK I®L_N�1I_�I NO '(r/ TOLL FREE I44:0-2D-11IB 14. ALL STRIPING ALL BEAN GIN D 1fRMINAIE AT QUARTER DLTA OF ME CURB. OR BADE C T THE WME/STOP BAR UAL55 OTHERWISE SPECIFIED. 1S ALL PAVEMENT MARON. SHALL BE TIERMOPLASTC, UNLESS OTERVASE SKCP.. 18. 'STOP' PA. EHT HEARINGS SHALL BE INSTALLED 9 FEET N ADVANCE OF THE LIMIT UNE/STOP BAR OON9SIENT NMI THE LATEST EDITOR O THE CA-MUTCO. 17. CONTRACTOR SHALL NST.. BLUE REIRCRECTTf RASED PAVEMENT MARKERS TO O10ONA1E THE LOO.TON C ALL PURE HYDRANT, CONSISTENT MTH THE LATEST EDITION C THE G-MUTCD. 1E STANDARD STRIPING AND PAVEMENT MARKER DETAILS AND DIMEN0OSS/SPAONG FOR PAVEMENT MARKINGS SHALL CONFORM W THE U1E51 EDITIONS OF THE SALT ANS STANDARD PLAN AND CA -MUTED. 19. APPLICATION O TRAFFIC 0INNE> PAVEMENT MARKINGS AND PA1QNT MARIE.RS .ALL CONFON TO THE LATEST EDITION O THE CAIRANS STANDARDS SPEbIGT0N5. 20 All SONS PURCHASED AND INSTALLED BY RE CONTRACTOR SHALL CONFORM TO THE STANDARDS PROVIDED N TE LATEST EIMER C M CA-MU1CO, NOLWNO SON 92E SHAPE. COLOL SYMBOLS REIROBEFLECIIMTY. VORTICAL AND U1ERA MON1NG C1ETS ETC. ALL SIGN FACE REFLECTIVE SHEETS SHALL BE HON INTENSITY (MADE WM A CLEAR PROTECTIVE OVERLAY FILL (I.E ANT-CRA1T111 CG1NO). 21, ALL PEDESTRIAN CR059NG SIGNS. PEOESIMAN ADVAHOD WARRING SONS AND SUPPLEMENTAL PEACHES SEAL BE FLUORESCENT GLEN IN COLOR. 22. ALL SIGN POSTS SHALL BE Y DWARF. PERFORATED GAO/AHED STEEL MTt BREAD( -AWAY BASE, PKR OTT C NATION. CITY STANDARDS MANIC NO 112-S-13, UNLESS OTHERWISE SPECIFIED. 23. NI SON POSTS SHALL BE N5TALIEU 2 FEET BEHIND NE FACE O CURB, UNLESS OTHERWISE SPECIFIED. 24. ALL RAISED MEDIAN NOSES SHALL BE PANTED 1KODW. 25. CONTRACTOR IS RESPONSIBLE FOR REPAINTING ALL CURB MARKINGS MT1N THE PROECT HARTS 28. CONTRACTOR SEAL NOT, THE CITY ENGINEER OR W5 REPRESENTATIVE A MINIMUM O 1 NM PRIOR TO ONPIE1ON C ALL SIGNING AND STRIPING WON( TO SCHEDULE A FINAL INSPECTION. 27. MIEN NST.LD N M PAN O TRAVEL R99(CA) SHALL BE POSTED N0 E55 MAN 80 NCN1S FROM 1E BOTTOM O TIE SON TO PARKING SLICE FIRMED GRADE. 2E PRIOR TO IRE INSTALAION O THE TERYOMAS1C PAVEMENT MARKINGS ON CONCRETE SURFACES, CONTRACTOR MUST PREPARE M SURFACE MN AN APPLICATOR O THERMOPLASTIC PRA . THE PRIMER MATERIAL SHALL BE APPLPD TO THE CONCRETE SURFACE AT DE SPECIFIED RATE REWNMEOED BY THE MANUFACTURER 29. ALL EXISTING NERYCLASTC SERPNG OR 1HERMOMASTC PAVEMENT MARKINGS N CONFLICT MM NEW SIRPNG PER PLANS SHALL BE REMOVED '9Y WAIFAM.ASMC PROS TO SLURRY SEAL GRANGER JUNIOR HIGH SCHOOL GRANGER AVENUE RAW REPOSED SHIN ON POST PROPOSED @QUIT CONSTR11cla NOTES E NN19H NO R0TALL /3 PILLBOX. E KNISH AO M AN1 2' 9)1 BD PVC MOAT BIM YOE TAPE AO TRADER O E. E INSTALL SEED TALE MOOR MVNINSS PER DETAIL 'N THIS WET. E N61NL 101N ONr4MM. COSA41 STRIP/ND F. DETAIL b' THIS 9EET. E SHIN W BP INSTILEO AS PART OF A 9PN1A1C WOR.C'1. E (01 1 51N ON POST AS 90N O PLAN. ❑T INSTN1 YIETD LOPE PER CAL1TN0 51NON0 PLAN A2WE. tlL1F5 1. WRIFi M 0(51EQ MD IRI*ONIN/19TION LOOTI. C ALL UERI.111HIN TE PRIAM AREA TNT WY LWLIC 11M 1. PROPOSED CONSTRUCTION. CUR THAT OH UTILITY , INMATE, TO BE RELOCA. BY OTOS INVE BETPO RELOCATED D WE LIN. IN TORUS. NOTIFY DE ENSIMR O ANY REWIRING UTILITY CODIIC15 PRIOR TO DE SAT O ANY MEDIUM HOB(. 2. FIWL WTOI Cf ODWIT INSTALLATION TO BE DETERMI. BY CONTRACTOR BASS ON BEST 1115.E ATION . PUNS. NOW 9EEIFICTIOE NO PI. VERIFICATION C EOSTIM ORO(TIONi. AN TERMING SHILL BE PER CITY STARONO 113SO. DETAIL C SPEED TABLE PAVEMENT MARKINGS ' 2' mum imam �2 DETAIL D CONTINENTAL CROSSWALK Mrs 10 5 0 SCARE 1'.10 91T LECd10 PROPOSED I Art* raTIOWCITY PLANS FOR THE I ProARMNS O: tl APPER AVBEE RABID COCESNALK SIGNING NO STRIPE. CRY OF NA1IDNAL CRY APPROVED M PENNING MMDiS DIY. M11010* MEOW COMM Ci 'coo -W{^- APORCT NO sOT_D sifts CITY OF NATIONAL CITY Office of the City Clerk 1243 National City Blvd., National City, California 91950-4397 619-336-4228 phone / 619-336-4229 fax Michael R. Dalla, CMC - City Clerk DICK MILLER, INC. Change Order #1 Plaza Blvd. & 14th Street Improvements Tirza Gonzales (Engineering/Public Works) Forwarded Copy of Change Order to Dick Miller, Inc.