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Home My WebLink About2357ENBR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA menw. aw mw m w aw w www Aw aw aw w OW aw w aw AV% 4w ME w w momr- 'Row w w CONSTRUCT 3" AC PAVEMENT OVER 4" AC3GREGATE BASE (5EE UtNt:KAL NU I t:b V ANU I U). STANDARDS AND THE STAN DARQ.,§,PEC IF IgATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, 2 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA SM. PLAN 103 INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE '80 I A C RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPEC IF ICATI,ONS. 3 CONSTRUCT A2-8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 4 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, W 28# 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 5 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA SM. PLAN 307, CASE E ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR A STREETLIGHT BY SCE (INSTALLATION COORDINATED AND PAID FOR BY DEVELOPER) PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 47/rr OF RA 6 INSTALL 5M LUMEN HPSV 7 CONSTRUCT TYPE R-1 DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA SM. PLAN 101, W= 16 (TYP). 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND %# INSTALL STREET NAME SIGN AND SIGN POST PER PER CITY OF RANCHO CUCAMONGA SM. PLAN 401 -A & 401 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DLtRECTLY OR LIST OF A fr1*4 tp$` R E VIA TI 0 N`0 S LEGEND INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 91, INSTALL R-1 STOP StGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA SM. PLAN 401--B. BS, BOTTOM OF STAIRS FINISH EXISTING STREET LIGHT 10, INSTALL 9500 LUMEN HPSV STREETLIGHT BY SCE (INSTALLATION COORDINATED AND PAID FOR BY DEVELOPER) 4. A PERMIT SHALL BE OBTAINEDFROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING SURFACE ELEVATION SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO Ow EXISTING MANHOLE PAINT STOP AND STOP BAR. BW BOTTOM OF WALL CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 12, INSTALL STREET TREE PER NOTES AND LEGEND ON SHT 1 CF CURB FACE 9- EXISTING FIRE HYDRANT 13 NOT USED 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CB CURB (f8"W) EXISTING UTILITY LINE 14, CONSTRUCT COBBLESTONES WITH 5'" MINIMUM CONCRETE BED (UNDER COBBLESTONES)PER THAN FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT CITY OF RANCHO CUCAMONGA SM. PLAN 542 FL FLOWLINE WARPED 50 OR VERTICAL CURVE AREAS. EXISTING �UTILITY POLE CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA SM. 105-C 15 05 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSIINGS SHALL BE FS FINISH SURFACE INSTALL REFLECTIVE HYDRANT MARKER PER CITY I OF RANCHO CUCAMONGA STD. PLAN 134 DIRECTION OF DRAINAGE CONSTRUCTED PRIOR TO PAVING. GB GRADE BREAK 17 I LOW ROACK WALL WALL PER FIGURE 5-28 & 5-28A OF ETIWANDA SPECIFIC PLAN AND PER PRIVATE LANDSCAPE PLANS GTR GUTTER (990) EXISTING CONTOUR 7. COMPACTION TESTS OF EMBANI MENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN HP HIGH POINT REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITYENGINEER FOR APPROVAL PRIOR 990, DESIGN CONTOUR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. INV. INVERT ELEV. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING LP LOW POINT PROPOSED CURB ALL TESTS OR DETERMINATIONSCOMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT TC TOP OF CURB PAVING. PROPOSED 8"CURB & GUTTER TG TOP OF GRATE ELEV. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. TF TOP OF FOOTING ELEVATION PROPOSED STREET LiGHT Cw V/ Vw A LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALY S-111S, AND SAND t.11,15TI)VG SURVEr /A T10)V 1volvUlVE)v EQUIVALENT OF AGGREGATE BASE. TR TOP OF RETAINING PORTION OF WALL ELEVATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF 10. PAVING SHALL BE PERFORME D IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE TS TOP OF STAIRS FINISH SURFACE SHEET INDEX RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID STRUCTURAL SECTIONS. ELEVATION MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE SHEET NO. DESCRIPTION PLANS AND ARE DESCRIBED AS FOLLOWS: TW TOP OF WALL ELEVATION 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE TITLE SHEET SUB-GRADE SHALL BE FIREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL "Ess'l ECR 'END OF CURB RETURN NON1`6 VOIDS OR DEPRESS1ONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE 2 CHICKASAW ROAD NATIVE MATERIAL. BCR BEGIN CURB RETURN DATED '29 3 EAST AVENUE U DA E. H7�t!<E' R. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. MOC MIDDLE OF CURVE FOR USE UNDER A.C. AND F.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE PI POINT OF INTERSECTION FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE H-IS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF NuliCE TO L';ONTRACTORS QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CHICKASAW ROAD 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 -A AND 401-B SHALL BE Construction contractor agrees that in accordance with Cgfo= CourIC ---------- ----------- ... ......... .............. generally accepted construction practices, construction nF CONSTRUCTED AT EACH INTERSECTION. 16, �ry r A PTO loom ,,,OWN aim" 210 FR55WA, r Y MA SCALE: 1"=60' mv U j 0 A pv[*JjTh� LATI b0f,44 0\00 ........ . 1*�*O* INSTALL RMS) WITH "BEGIW PLAOU AND POSTPER STD PLAN 401 �B F9 'z'tq bl� Ak a CI�LI� 1 k A A A It • Pt/W 4* . . ....... 117 . . ...... . .. ...... . ..... ..... ... . ...... PAD....... , . . ...... ...... AP AV rev' -jk 57 EL 15LEEW I w LIF 90 N-2 (CA) 261 s ` � � NOT TO SCALE m ST AVEN E CHICKA8AW u L7 No, DESCRIPTION OF 'CHANGE L7