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Home My WebLink About2440GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, CRUSHED AGGREGATE BASE VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY STREET SIGN LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, ASPHALTIC CONCRETE REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CONSTRUCTION NOTE CUCAMONGA. RIGHT OF WAY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SF SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR PORTLAND CEMENT CONCRETE INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. AC PAVEMENT 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES TOP OF CURB DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO 1 CUCAMONGA EASEMENT OR RIGHT-OF-WAY. FINISHED SURFACE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET SF AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND I AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY r ENGINEERS AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. �IIH 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL it 11 BE CONSTRUCTED PRIOR TO PAVING. H 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND �lr AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A - WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR �I APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. N/A 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 1 Illy^ LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION IA OF ASPHALT PAVING. l 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY II ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETELY TO VERIFY: R -VALUE, SIEVE ANALYSIS li AND SAND EQUIVALENT OF AGGREGATE BASE. Il�# 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO ,iir DETERMINE STRUCTURAL SECTIONS. I 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF ROCKY MATERIAL, THE III SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE I l AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER I I' THAN THE NATIVE MATERIAL. BEGIN CURB RETURN A 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE ii E.P.A FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS SITE RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I ii 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE SAN BERMV7gN0 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS imp OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE s, PLANS, WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS FOR WORK. II 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401-A AND 401-8 SHALL BE IiF CONSTRUCTED AT EACH INTERSECTION. 1 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE I REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. '� < I! i 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, l THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. o ARROW HWY. ARROW J I I 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION m ARROW ROUTE A. SUNESYS, LLC (951) 278-0400 226 N. LINCOLN AVE. OI CORONA, CA 92882I I, i I B. SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7955 _I r II it If 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 1 C. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 II H !4 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 D. CITY/RNCHO CUCAMONGA (909) 477-2700 -'i 9153 NINTH ST I[ RANCHO CUCAMONGA, CA 91729 I 4 Nr E. SOUTHERN CALIFORNIA EDISON COMPANY (714) 796-9999 ° SANTA ANA, CA 92711 W SIGNING AND STRIPING GENERAL NOTESw 19 o 1 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF SAN BERNARDINO STANDARD W I ` PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM N BAN BERNARDINO FID. TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT R H MARKING SHALL MATCH CALTRANS STANDARD PLANS. l al I 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER, WORD OR SYMBOL PAVEMENT PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. & ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE CITY YARD OR AS DIRECTED BY THE ENGINEER. 11. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY CITY ENGINEER. STREET IMPROVEMENT PLANS FOR CENTRAL ELEMENTARY SCHOOL CENTRAL SCHOOL DISTRICT 8 vmmr� nme�xreo metre ❑ reirere metre euRuxO metre OWN 01 C riiiS7ilvrrrl�1 rF>'rl l .0 r��iLl�l7rl 7 Y Sr�1JJL L 9m1NM I J I nI amii�rren - ----------------- , ami mm � metre metre metre raNr� Ponna.E vanrrac metre reirere F i -� ` wrmiolre _ �tQ /\ /7\ ' rir�Tl r ,4 /�4 LO / �c b PRIVATE ENGINEERS NOTICE TO CONTRACTOR INDS( MAP SCALE: 1' = 60' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE OWNER PRIOR TO THE COMMENCEMENT OR WORK. LEGEND AB CRUSHED AGGREGATE BASE H' STREET SIGN AC ASPHALTIC CONCRETE Of CONSTRUCTION NOTE R/W RIGHT OF WAY 1049 SF PCC PORTLAND CEMENT CONCRETE LF AC PAVEMENT TC TOP OF CURB 4& CONSTRUCT CURB RAMP PER CALTRANS STANDARD PLAN A88A, CASE F 1 FS FINISHED SURFACE 110 SF AND/OR SIDEWALK 2 EA r 106 PCC SURFACING C/L CENTERLINE SF WIDTH OF 2' MINIMUM. JOIN AND MATCH EXISTING FINISH SURFACE FLUSH FL FLOW LINE - LF 9&PROTECT IN PLACE SPECIFIED ITEM N/A N/A 10 REMOVE OR RELOCATE EXISTING OBJECT PER CITY ENGINEER DIRECTION t GRIND AND OVERLAY P/L PROPERTY LINE N/A E 16TH ST. BASELINE RD EXISTING ASPHALT FG GROUND BASEUIHE RD 13 ADJUST EX. OBJECT FLUSH WITH FINISH GRADE AS NECESSARY EP EDGE OF EDGE PAVEMENT OF 14 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES, PER CITY OF RANCHO CUCAMONGA 78 COBBLESTONES EX. EXISTING BCR BEGIN CURB RETURN O#1ROI ST. ECR END CURB RETURN SITE VICINITY MAP NOT TO SCALE ...1 yj y a I I Ir1. 0Z I z:Y 117. NO. DESCRIPTION QUANTITY UNIT 1 CONSTRUCT DRIVE APPROACH AND SIDEWALK, TYPE C PER CITY OF RANCHO CUCAMONGA 1 2fo STANDARD PLAN 101, (MODIFIED W=30', SOUTH R=6.5', NORTH R=3') 12 vD 2& CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 1049 SF 3 CONSTRUCT CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 162 LF STANDARD PLAN 104 ("W" TO MATCH EXISTING) N/A 19TH ST. 4& CONSTRUCT CURB RAMP PER CALTRANS STANDARD PLAN A88A, CASE F 1 EA 5 SAWCUT, REMOVE, AND DISPOSE OF EXISTING AC, PCC DRIVEWAY, CURB, GUTTER, 110 SF AND/OR SIDEWALK 2 EA r 106 SF &GRIND AND OVERLAY EXISTING ASPHALT SURFACE AT A DEPTH OF 0.12' MINIMUM, AND A 225 SF WIDTH OF 2' MINIMUM. JOIN AND MATCH EXISTING FINISH SURFACE FLUSH B&NOTE NOT USED - LF 9&PROTECT IN PLACE SPECIFIED ITEM N/A N/A 10 REMOVE OR RELOCATE EXISTING OBJECT PER CITY ENGINEER DIRECTION t EA 11 JOIN AND MATCH EXISTING CURB, GUTTER, AND/OR SIDEWALK WITH FLUSH TRANSITION N/A N/A E 16TH ST. BASELINE RD 12 CUCAMONGA STANDARD PLAN 101, (MODIFIED R=3') BASEUIHE RD 13 ADJUST EX. OBJECT FLUSH WITH FINISH GRADE AS NECESSARY N/A N/A 14 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES, PER CITY OF RANCHO CUCAMONGA 78 TERRA `IISTA PK'wY- STANDARD PLAN 542, CASE 1 O#1ROI ST. SITE ` SAN BERMV7gN0 RD imp s, E F007NLJ dVD ARROW HWY. ARROW ARROW ROUTE VICINITY MAP NOT TO SCALE ...1 yj y a I I Ir1. 0Z I z:Y 117. NO. DESCRIPTION QUANTITY UNIT 1 CONSTRUCT DRIVE APPROACH AND SIDEWALK, TYPE C PER CITY OF RANCHO CUCAMONGA 1 EA STANDARD PLAN 101, (MODIFIED W=30', SOUTH R=6.5', NORTH R=3') 12 LF 2& CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 1049 SF 3 CONSTRUCT CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 162 LF STANDARD PLAN 104 ("W" TO MATCH EXISTING) N/A N/A 4& CONSTRUCT CURB RAMP PER CALTRANS STANDARD PLAN A88A, CASE F 1 EA 5 SAWCUT, REMOVE, AND DISPOSE OF EXISTING AC, PCC DRIVEWAY, CURB, GUTTER, 110 SF AND/OR SIDEWALK 2 EA 6o- CONSTRUCT MINIMUM 8" DEEP BY 1' WIDE FULL DEPTH A.C. PAVEMENT 106 SF &GRIND AND OVERLAY EXISTING ASPHALT SURFACE AT A DEPTH OF 0.12' MINIMUM, AND A 225 SF WIDTH OF 2' MINIMUM. JOIN AND MATCH EXISTING FINISH SURFACE FLUSH B&NOTE NOT USED - LF 9&PROTECT IN PLACE SPECIFIED ITEM N/A N/A 10 REMOVE OR RELOCATE EXISTING OBJECT PER CITY ENGINEER DIRECTION 2 EA 11 JOIN AND MATCH EXISTING CURB, GUTTER, AND/OR SIDEWALK WITH FLUSH TRANSITION N/A N/A CONSTRUCT A PORTON OF DRIVE APPROACH AND SIDEWALK TYPE C PER CITY OF RANCHO 12 CUCAMONGA STANDARD PLAN 101, (MODIFIED R=3') 13 ADJUST EX. OBJECT FLUSH WITH FINISH GRADE AS NECESSARY N/A N/A 14 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES, PER CITY OF RANCHO CUCAMONGA 78 SF STANDARD PLAN 542, CASE 1 :�;. I •I� 7" NO. DESCRIPTION QUANTITY UNIT 30 APPLY SOLID 12" THERMOPLASTIC CROSSWALK YELLOW / LIMIT LINE WHITE 200 LF 31 PAINT LANE LINE EXTENSION THROUGH INTERSECTION PER CA MUTCD 12 LF FIG. 3A-112 DETAIL 40 32 INSTALL SIGN AS SHOWN ON PLAN PER CA MUTCD FIG. 2A-2 2 EA 33 PROTECT EXISTING STRIPING IN PLACE N/A N/A 34 SANDBLAST AND REMOVE EXISTING CROSSWALK / LIMIT LINE 185 LF 35 SANDBLAST AND REMOVE EXISTING STRIPING WITHIN PROPOSED CROSSWALK LOCATION 14 LF 36 APPLY THERMOPLASTIC YELLOW TRANSVERSE CROSSWALK LINES (LADDERED CROSSWALK) 2 EA PER CA MUTCD 7C.02 WDI D N0. II'we ) EX. 9Q EX. EX. STREET C/L� 4 01 Z �I Q Z Q W m I � w Z aN 10+00.00 C SAN BERNARDINO AVE: 10+00.00 C AR ICF AVE. ARCHIBALD AVENUE 11 r Ylsrlj\Jr rrf ric?.Al rI rMj\jrArt Y srrlrrL CONSTRUCT DRIVE APPROACH AND SIDEWALK, TYPE C PER CITY OF RANCHO CUCAMONGA 1 STANDARD PLAN 101, (MODIFIED W=30', SOUTH R=6.5', NORTH R=3') & CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 3 CONSTRUCT CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 ('W" TO MATCH EXISTING) 4&CONSTRUCT CURB RAMP PER CALTRANS STANDARD PLAN A88A, CASE F SAWCUT, REMOVE, AND DISPOSE OF EXISTING AC, PCC DRIVEWAY, CURB, GUTTER, 5 AND/OR SIDEWALK 6&CONSTRUCT MINIMUM 8' DEEP BY 1' WIDE FULL DEPTH A.C. PAVEMENT &GRIND AND OVERLAY EXISTING ASPHALT SURFACE AT A DEPTH OF 0.12' MINIMUM, AND A WIDTH OF 2' MINIMUM. JOIN AND MATCH EXISTING FINISH SURFACE FLUSH B&NOTE NOT USED 9&PROTECT IN PLACE SPECIFIED ITEM 10 REMOVE OR RELOCATE EXISTING OBJECT PER CITY ENGINEER DIRECTION 11 JOIN AND MATCH EXISTING CURB, GUTTER, AND/OR SIDEWALK WITH FLUSH TRANSITION CONSTRUCT A PORTION OF DRIVE APPROACH AND SIDEWALK TYPE C PER CITY OF RANCHO 12 CUCAMONGA STANDARD PLAN 101, (MODIFIED R=3') 13 ADJUST EX. OBJECT FLUSH WITH FINISH GRADE AS NECESSARY CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA 14 STANDARD PLAN 542, CASE 1 LEGEND GRAPHIC SCALE 1"=10' 0 10 20 30 WDID N0. DRC AC PAVEMENT PCC SURFAONG GRIND AND OVERLAY ® EXISTING ASPHALT ® COBBLESTONES GRAPHIC SCALE 1"=10' 0 10 20 30 WDID N0. DRC