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Home My WebLink About1085 A E W GENERAL NOTES: .............. ........ .. .... ..... btT BRASS DISK IN TOP OF EAST END OF SOUTH . ...... . ... ....... CONCRETE END WALL OF TWIN 2 FOOT ARCH t ALL WORK SHAU BE DONE IN ACCORDANCE WITH THESE RAM, THE CITY OF CULVERTS, &5 FEET SOUTH OF SOUTHRAIL, RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUSIC .... ....... ... 5 V2 POLES WEST OF MILE POST 25, 7 POLES WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SMALL BE FAMILIAR ....... ...WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND ........ . ...... OF C.L. PAVEMENT OF 6TH ST. AND 2.4 FEET SPECIFICATIONS.L ALL PIPELINES OR SUBSIRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 13ELCYW TRACKS. ELEV. I I 1 9.6 9 3 FT. ...........WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR 140T SHOWN ON THESE . ...... - 1054 , IPLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IIMPROVEMENT WOW IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROI It EXISTING FACILITIES RESULTING DIRECTLY 00 INDIRECTLY FROM HIS OPERATIONS, %b....... ...DAMAGE TO . .....4 t"T IN PLACE AS REOUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ..� t& ANY CONTRACTOR PERFORMING WORK ON T1413 PROJECT SHALL FAMILIAME HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONS119LE FOR ANY T.T- G;Upfyla WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 04 vt:4. A PERMIT 04ALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING ... ......... . ..... .................... ...... . ....... ..... ..... ... ....RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. _T ILICTION WITHIN CITY OF . i� A t .. 1, . ....4 i DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTF Ilh . i i I - I i �. 1 t4 17 ...... ....0 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING ...... FIF415HED SURFA.... ..... . .....STAKES 94ALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUS-GRADE ELEVATION, AND AT NOT MORE THAN 50 FOOT INTERVALS. 4 ................. .... . ... . ....L ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, I .... ......f v MAINS, OR CROSSINGS, SHALL BE CONSTRUCTED PRIOR TO PAVING. I7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH SACKRLL. 2 .50' - 4 COMPACTING ORIGINAL GROUND, AND ALL SUS-GRADES SHALL BE PERFORMED AT No COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE ...... .....4 .......... . ..... An...... ......., I . :� I :I lip..': .11 I 4 .. . ..1 "COMPACTION TESTS SMALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL ................ ..... D'PRI E MATERIALS AND/OR SURFACING. 'TED TO IL AT THE COMPLETION OF PAVING, A WTERIALS REMRT SMALL BE SUBMn THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO --7-- 7 VERFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. PL 10-Arep . Cos ......r4 4 ... ....... J_4 ....... ... ...... : " 4 .. I I... 11 . . ... I t ...... .....PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SMALL BE .. .... ..... ... . ...... -4 .... ..... .....SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS t H OF .-7-sou ' ERLY.,.. J0P 44� A t COMPLETED TO VERIFY GRADATION AND SAND EOUIVALENT OF AGGREGATE BASE. ... ... ... ... . ..... v + .10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A Ia 1051%. *7 ,T PORTIO14 01* OW V.c c wr..Of V 4.ROCKY MATERIAL, THE SUB-GRADE WALL BE PREPARED BY REMOVING ALL ROCKS .... ......... ............. ......I1,- fo-j;*. 30 WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL J 4.4 2'16 .............. ..... .. ..........4 BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE ..... .....MATERIAL I IL ESTIMATE OF WANT!TE3 18 PROVIDED BY THE ENGINEER ONLY FOR THE ... .... 05 4-RMINATM .. ...... .... . ...... ............ .... ........CONVENIENCE OF THE DEVELOPER. CONTRACTOR SMALL MAKE H13 OWN DEIE V Mi OF CONSTRUCTION QUANTITES BEFORE SUBMITTING A BID. ANY ITEM OF WORK ... ..... ... .... ..REWIRED BY THESE PLANS WHICH 18 NOT SPECIFICALLY LISTED IN THE ESTIMATE I ......... 14 1 Ilk 4 .......... OF "ISITITIES SHALL BE CONSIDERED All INCLUDED IN THE OTHER ITEMS OF WOW. ...........t STREET SONS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 ..... ...... . ......tj SHALL BE CONSTRUCTED AT EACH INTERSECTION. I W...... .....-t Iva VC I -j�I& CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ......4 ...... ....RESPONSIBILITY FOR THE CORRECTION OF ERROR OR OMISSION DISCOVERED DURM f r.... .... ....OIDNSTRUCITON. UPON REOUEST, ANY RECIUIRED KAN REVISION$ SHALL BE PROMPTLY .......... ...... L.......................... ...-CORD TO THE CITY ENGINEER FOR APPROVAL % 4/4 SUBMITTED BY THE ENGINEER OF RE 4 0 4*WOW SITE AND 14 EXTERIOR STREETS 94ALL BE IN A NEAT, CLEAN, HAZARD FREE, ...... ..... ........ .....-. ..... ......SITE SHALL BE CLEANED UPON ....... ...........ORDERLY STATE, THROUGHOUT CONSTRUCTION. . ....... .... ... ...... ... ... ..... ..... .......... ........... ...... ...... ......REQUEST OF THE INSPECTOR .. .................. .... ......PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:I& CONTACT ALL WILITY COMPANIES, AS REWRED, 48 HOURS PRIOR TO EXCAVATION.-4132 .... ..... ................... .. ..........p 43.7e A. GENERAL TELEPHONE (800) 422 .. ........ .....4.............. ...... .... .. . ...........FOR UNDERGROUND SERVICE VIO_L SOUTHERN CALIFORNIA GAS COMPANY (71 4 529-2889 PROFILE .......... ... L S�FW09 sot-70% .................... .... ....... ......... ......::j IVERT.C. CUCAMONGA COUNTY WATER DISTRICT (7 1 41 987 1 IIIEA, CA 21 91 E. BIRCH STREET Cli 4) 522-7070 HORIZ. I 40'.. ..... ...92621 9641 SAN BERNARDINO ROAD INTERECTION 0 +00 1 +00 2 +00 3+00 4 +00 5 +00 6 +00 7+ 00 RANHCO CUCAMONGA. CA 91 730 59+07.8ro GTHST 06 PACIFIC TELEPONE COMPANY (71 41 999-5039 RALS WITHIN THE ROADWAY I L THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SMALL 2&+,18.90 MILLIKEN AVE ro Tw scm CURB DATA NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATE I *+ R=35.00'OWE BEEN COMPLMD; AM ON-SI`TE IMPROVEMENTS, INCLUDING ALL GRADING HAVE 8-5'48'42 CuIRS DATA 0 ARE -54.0G' R= 27 00' MEN COMPLETED: AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS 41 �o +_ DRIVE 7 It o REMOVED AND REPLACED TO THE SATISFACTION OF CITY ENGINEER. w-40 96611 le R.-81 L 42.50%-1 H T s27o9 ILJNff R PSIALK MIN REMOVE ExSrA.C. SEE )MP PLANS FOR r. AME Slesm w- G 20 1 SIDEHALK 4 F'UB ow e_000? PARCEL 8 PARCEL 7 L PM. 0760 A( PA4 6084 Of7r ril 84.1 0 INC.pt. urILITY EASEMENT cl ml r7wF? PIF70kwAl- 34. :E rNo CUPS*au � P4 43 SAN CLrr 4 DRIV fQ;K=8- 471 sms smerr R 4 are, FrA mg !F�ff" w 0* 17.qS >R/N MILLIKENAVE. IMPWOVEMEMM. 15 �c 91 ST LT.ONG. NO. A 79-1 ECTI INTER Of-00.OD 5 TH ST. .0 6+30.IF 9 N r� :3 13+27.-17 Z 0 1 4 rp 2 LI) I rtrr C2-A M-.f 000 A.C. SLfRpA- CE PA VtIYG MILUKEN AVE 16 IN 89 02- P4 4 aV FULL DEP141 rYPE 8- A R-4 000 A C. 0 10 e4 j3ASE )DAVING. w L OL SIG INTERSECrION L. REM.A C.ElfFJV T DE7A IL. 3 ST. LT. 10 IA 0+142.19 ECR ro+97.07 5 TH GT Ts. 14 13+35.85 PiTT513URGH AVE. GIN cuRs o aurrEF; pisAmAgo I- 12 +70-20 A.C.P.I gwalm CvVTrEAZ REMOVAI- 12 4-49ca ENGINEERS NOTICE PARCEL 10 PARCEL 9 Sr MAME: SEE IMP PLANS FOR P.M. rP085, rwiviE, w-'toi@ 90 IDEWALK � PUBLIC 9 127 2 _w4EET 3 OF 5, FoR rimssumc-H CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 8 I 1 122' AVE. IMPROVEMENTS.FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING 141 17 1 47) [1131 pt__� R UTILITY EASEMENT .11-1 DN19- NO 7&9 I3-5.00,SAFETY OF ALL PERSONS AND PROPERTY. THIS REOUIREMENT SHALL APPLY CONTI- Av NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL 3 Ia CURD VArA 13 cps.O!Dl DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND A,-2 7.OO'l 6-S,3o4s 48 ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF C-13 79+71-52 4 TH ST. 42.32' LAj WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 32 1 s I DE WALK Pu BL tC. 5THO 9TREET Nt 30,73 NEGLIGENCE OF THE OWNER OR ENGINEER. _0+00-00 MILLIKEN A 4 7w ST. LIT'ILITY EASEMENT(TYP) W 3-31-88 ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORI D OR FOUND ON PUBLIC C/ I RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE -OF CA OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS &ADDED STREET i 146/17- FOR /"DR C?4-03 HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS PRA UM 1W e-I *f If lzqw FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES CDAISTRUCrION A10TES 4 ESTIMATED OUANTITIES CITY OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE 1 1 - ARRON F4 IGHPIAY DESCRIPTION OF REVISION DATE A P P R�Ov ILE,0 CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CON- I CONST 4A.C. OVER 4" CRUSHED AGGREGATE MAGE fWA STD. MO. 201 24,900 SAW 29 6m TRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE of I DErkA PUBLIC UTTEPR 09 C.1r) PER STD. NO. 303 1,s 2 7 I_ PUBLIC 27 Z 7 z UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL 4 C i 0.1 UCAMONGA LITILITY I UTILITY 9 CONST 4' THICK SIDEWALK PLE STE). NO. All 1 7,q*5- S.F FASEHEN BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES EASE 22 1 22 5 AGEHEN JER 801D.OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4 CONST COMAOFERCIAL DRIVE APPROAC#4 4 SIDEWALK PER I I I - I I - - STREET IMPROVEMENT PLAN STD. NO. 30ro (w.40') 1,680 S.F L-r6 It 11 li -so 1 . - 6 4 - - - I - -I - A-T-A SF FW. FOR OF CONST SlDrWAILK ACCESS PAMP PER STD. NO. 310 4 EA. Omq� -eC.F TH TREET PARCEL MAP NO.9896 Soo 3.1w 93 w FIR S TD- W. 3 0 - 0 2.?g, O. 411 BIXBY BUSINESS PARK STANDANDCROSS CWrTER PL 8 C %-4m- 1.0crIt i�212 1--ir 7 SAW CUT 4 #REm0VE EXIST CURS 4 Ou'rr,=-,m 0 > 5 "m STR T 8 INSTAILL. STREET NAME SIGN PER STD. NO. 402 2 CA. > LL w THESE PLANS HAVE BEEN REVIEWED, CHECKED. C;9 INSTALA_ Pql (15TOPP ) 516N PER ST0. NO. -402 2 EA. cd ro TH 977ZEET 5 TH STREET AND APPROVED BY DESIGN TEAM: 10 INSrALL 9TREET LIGHT VEL LINE 2 4 MILLI KEN AVE. TO PIT2BU RGH AVE.(O+O0 TO 6+97) OF-of-, 5 800 LUMEN(BYSCAE) 2 LwA. z APPROVED BY' DATE:-01 'a V w m CONSr UNDER SIDEPYALK DRAIN PER S7 -NO.,507, PAWhV6_ EA. Ill 10:3 CITY ENGINEE'R RC.E NO.23889 V Z STEVE W. MAY P.E. > P I III 6e @�IMSTALL ST-MEET TREES PER Af�=ROW-P LANDSCAPE PLAN DESIGN REPARED BY: RECOMMENDED PLANS P(OTY FOR SONDINIS PURPOSES) 110 EA TYPICAL STREET SECTION .4 TH STREET S. MAY egltm_. 5 TH STREET FUSCOE WILLIAMS LINDGRENEkSHORI IVA - WIS rLEON *M)qCUT 4 REPLACE AC PAVING PE DETAIL HEREON- - 206 LF DRAWN 601 N. FARK CENTER DR SUITE 104 -SHEET j STA. 1+00TO 0 + 00 CITY 0 NTARJO�_ 014. SANTA ANA, C 1 rAsrxtl_ smeer 4/40T S800 dum eAi Ia/r1l a 1W.4.sr Amm (By sce) i EA T. I. 7 (714 36 44 or ,lb 6ew ;4p P. 5'+ VICINITY MAP CHECKED 0K�s DRAWING NO.CHINTANA HUYAGORIN' .C.E.NO N.T.Is. DATE 8 NO FILE POO 127 1- -6RB Oj�k� 'L t t F F i