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Home My WebLink About2419-SGENERA L NO TS I, ALL NORK SHALL CONFORM TO THE CITY' OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREEN BOOK), 2015 EDITION, 2. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL Nonl`Y UNDERGROUND SERVICE ALERT 1-800-422-4133 AND THE FOLLOWING UTILITIES T140 WORKJN6 DA r5 PRIOR TO CONSTRUCTION OR REGARDING AN PROBLEMS. SOUTHERN CALIFORNIA ED15ON CO. (909) 357-6551 5OUT14ERN CALIFORNIA GAS CO. (qOq) 335-7755 VERIZON COMMUNICATION (7 0) 245-0330 CUCAMONGA VALLEY WATER DISTRICT (909) 453-7313 CHARTER COMMUNICATION (q013) 3`32-5137 METROPOLITAN WATER DISTRICT (213) 217-7807 4. THE CONTRACTOR SHALL NOT/Fr THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOUR AND /OR ROAD CLOSURES. 5. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740, MONDAY - THURSDAY, AND AT LEAST TWO WORKING DAr5 PRIOR TO THE CONSTRUCTION START DATE, (o. A PERMIT 514ALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT 14IT91N ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGqT5-OF -WAY. 7. DURING THE CONSTRUCTION OPERATIONS AT LEAST ONE 12' LANE IN EACH DIRECTION SHALL BE PROVIDED FOR EACH DIRECTION OF TRAVEL ON ALL STREETS AT ALL TIMES. THE TRAFFIC LANES SHALL BE MAINTAINED ON PAVEMENT AND 514ALL REMAIN UNOBSTRUCTED. 8, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF NITN ALL UNDERGROUND UTILITIES, FIFES AND STRUCTURES, AND SHALL TAKE 50LE RE5PONSIBILIT'r FOR THE REPAIRIREPLACEI-lENT, AT NO C05T TO THE CITY-, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, FIFES AND STRUCTURES. q. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND 5PALL TAKE 50LE RE5FON51BILITY FOR THE REFAIRIREFLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, FIFES AND STRUCTURES. /0, ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDER'S PROP05AL THE PRIME CONTRACTOR SHALL POSSESS ANY AND ALL CONTRACTOR LICENSES, IN FORM AND CLA55 AS REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT; INCLUDING BUT NOT LIMITED TO A CLA55 "A" LICENSE (GENERAL ENGINEERING CONTRACTOR) OR A SPECIALTY CLA55 "C-12" LICENSE (EARTHWORK AND PAVING CONTRACTOR) SUFFICIENT TO COVER ALL TOE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAIN (CALIFORNIA BUSINE55 AND FROFE551ON5 CODE, SECTION 7000 ET. 5EQJ AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO. EXISTING 5URVEr MONLINENTATION ALL EX15TING SURVEY MONUMENTS THAT WILL BE DISTURBED BY THIS PROJECT 50ALL BE REFERENCED AND RESET BY TOE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE NITO SECTION 8771 OF T14E CALIFORNIA 5URVE'(OR5 ACT, FOUND MONUMENTS ARE SHOWN ON THE PLANS AND DESCRIBED AS FOLLOWS: (SEE PLAN) URIPING GENERAL NOTES 1. ALL DETAILS AND DINEN-510N.5 FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRAN5, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY` STANDARD PLAN NO. 133, UNLE55 OTHERWISE APPROVED OR DIRECTED BY THE CITr ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENTS MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E) UNLESS OTNERW15E NOTED B. ALL CONFLICTING TRAFFIC 5TRIFING AND PAVEMENT 111ARKING5 SHALL BE REMOVED BY NET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SAN'DBLASTIN'G SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE APPROVED LOW VOC TYPE, 15 MIL THICK (NET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER TOE FIRST, UNLESS OTHERWISE NOTED, G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. W. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS 14ITNOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED kqfTP ALL APPROPRIATE FERf-lIT5 AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE NITN THE CITY AND STATE STANDARDS. J, TEMPORARY OR CONSTRUCTION STRIPING AND I'lARKING5 SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY ENGINEER. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO, 401-A. 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401 -B. NOTE., LEGEND, 5r/'180L, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. 4 w THOMAS GUIDE - PAGE 76 A-3 (2oo5 EM SECTION 4, TOWNSHIP I SOUTH, RANGE 6 WE-51 NOT TO SCALE -wm-mrkyrz EXIST. CIL PER MASTER PLAN RIN NO. 5V-403 5.B, CO. 1 (00, 1 P PROPOSED LOT LINE – — — — — — – EXISTING LOT LINE LOTS 1$ 5 EXIST. EX15TING RIGHT OF WAY 30' PROPOSED RIGHT OF WAY rN BY: CENTERLINE EXISTING .18, EX15TING CURB PROPOSED CURB EXIST. EX15TING 51DE14ALK PO4Y. PROPOSED StDEPqALK CIL CENTERLINE RIW RIGHT OF WA PIL PROPERTY LINE PROF. PROPOSED EXIST. EX15TING EXIST. CIL PER MASTER PLAN RIN NO. 5V-403 5.B, CO. 1 (00, 1 P 4' 4' RIN M.B. 30112f-24 S.B. CO. RIN RIN LOTS 1$ 5 EXIST. 30 30' BLOCK WALL rN BY: .18, jai 121 S/w EXIST. T.B.R. PO4Y. EXIST. R114 CIL 1 321 1 EXIST. BLOCK WALL T.B.R. EXIST-` S/w D(15T. PARkqA( WST. CURB GUTTER AC F�FX15T VING COLLECTOR STREET, 10DIF1159 RIN (4', 32' HALE -WIDTH NOT TO SCALE —kxl57 . EXIST. CURB t AC PAVING GUTTER DIVIDED MAJOR ROAD NOT TO SCALE EXIST, CIL PER TR. 16454 PROP. EXIST. RIN M.B. 30112f-24 S.B. CO. RIN RIN 1 30 30' RcE• 6.7,��-Y4 rN BY: .18, jai 121 10, P 141" 7' S q' 1 C31 rr. .411 1 1500 IOWA 1 5HEET RIVERSIDE, CA 92507 OF ,ZED BY: (951) 787-8421 BLOCK NALL DRANiNc, No, J.B. /A.N. T.B.R. 29 7 PROP. EXIST. PROP. PROP. SIN 5/N EXIST. AC PAVING PROP. CURB AC 1704'r. GUTTER EMETT WA Y LOCAL STREET NOT TO SCALE Sr V 30' 15' 0 30' 60' 717MVIFT41 =M SIG: ING-A STRIP N IOLA` w - coo.? 4 URACT 18966 9VED BY, DATE; 0zlo-hu ENGINEER® RcE• 6.7,��-Y4 rN BY: RECOMMENDED P S 0 M A S IN B 1500 IOWA AVENUE, SUITE 210 5HEET RIVERSIDE, CA 92507 OF ,ZED BY: (951) 787-8421 WWW,PSOMAS.COM DRANiNc, No, J.B. /A.N.