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Home My WebLink About1173 GENERAL 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. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND-SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT LEMON AVENUE, SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. WILSON a AVENUE 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PLAN AND PROFILE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 0 W CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR U zz w 0 RIGHT-OF-WAY. ILI < > ¢ a J PROJECT TRACT 13275 ) 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LEMON AVENUE > m a LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO SPAVING. SITE 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH NO SCALE HIGHLAND AVENUE BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL Z BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 19TH STREET > A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED a TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO. THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED VERIFY: VICINITY MAP - (A) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT SURFACING. 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS. SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE SOIL. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED CONSTRUCTION NOTES & ESTIMATED QUANTITIESBY STRUCTURAL SECTION, TO BE INSTALLED. 13. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 14. ALL CURB AND CUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL-PINS AT ALL EXPANSION JOINTS. 15. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, I CONST. 4" A.C. OVER 4" A.B. 21,760 SF SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL 2�---CONST. 8" CURB W/24" GUTTER PER CITY STD. 303 513 LF f BE SET ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. CONST. 4" P.C.C. SIDEWALK PER CITY STD. 311 2 ,534 SF ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED AT WARPED OR VERTICAL AREAS. 4�-- CONST. P.C.C. CROSS GUTTER PER CITY STD. 308 & AS MODIFIED HEREON 1,619 SF 16. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 5 CONST. LIMITED ACCESS CURB & TRANS. PER CITY STD. 902 33 LF SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED - RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 6�--CONST. TEMPORARY END OF STREET PER CITY STD'S 404 & 405 48 LF 17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE REMOVE EXIST. END OF STREET 1 EA HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS Ba--CONST. LOCAL DEPRESSION PER CITY STD. 518 18 LF WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES R/�/ RAW SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 9 CONST. CURB TRANSITION (8" C.F. TO 6" C.F. ) 35 LF 18. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS !oG' 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. IO CONST. 2" X 4" REDWOOD HEADER 640 LF - 19. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: &_ INSTALL STREET LIGHT - 5800 LUMEN H.P.S.V. (BY OTHERS) 3 EA II' 22' 22' il' (SEE UTILITY LISTING HEREON LEFT) 20. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL @__CONST. ACCESS RAMP PER CITY STD. 310 2 EA 4.5' 6.5' 2' I ' 10' 10' 6.5' 4' .s' BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR IN-0DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND 20 CONST. 18" RCP (D LOAD PER PROFILE) 13 IF 4' EQUIVALENT.OF AGGREGATE BASE. ' 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND 0__CONST. CATCH BASIN III PER CITY STD. 502 1 BA \ 1 PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR \ 0.00' 0.30' 0.54' .43' O.foB' S0' TO FINAL PLAN APPROVAL). __ LEVEL LINE 22. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY REMOVE PLUG AND JOIN 1 �---h`J=- PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY Z3 CONST. CONC. ENCASEMENT PER C.C.W.D. DWG NO. 23 10 LF LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE 10 3 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ?A ADJUST MANHOLE TO GRADE 1 EA Z ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. "tVATE ENOTNEER'S NOTICE TO CONTRACTOR TYPICAL SECTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LEMON �M O AVENUE PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A M SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOW- CITY LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON DESCRIPTION OF REVISION DATE PPRO�►EO THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TI -Ce.O R= ,9 AND ANY OTHER MEASURESPRNES OR STRUCTOUREST NOT SHOWTHEINI ON ES STHESE STA. I3+11TOOWN STA• I`f}CD's PLANS CITY OF RANCHO CUCAMONGA ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK � CONTACT PLAN AND PROFILE SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR THEIR OPERATIONS 50 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRAC- TORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "oTITLE SHEREQUIRED.TIONAL SAFETY AND HEALTH REGULATIONS"OF THE U.S. DEPART- EPART- MENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPART- CONTACT THE FOLLOWINIM AS 10 HOILM PRIOR TO EXCAVAT1C71V: MENTOF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR GENERAL TELEPHONE COMPANY: 9=1 422-4132 LEMON A Y L N U E THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH " 260 SOUTH LOCUST. THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA P.O. BOX 2920 TRACT 13275 DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY POMONA. CALIFORNIA 01700 ORDERS." APPROVED BY'. DATE. 8� " CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND SOUTHERN CALIFORNIA GM CO: 17141 520-20M COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CITY ENGINEER RC.E NO. COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY 2191 EAST BIRCH STREET (7141 529-2M OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BENCHMARK DESIGN Q� �9l RECOMMENDED APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING BREA. CALIFORNIA 92021 �, EV C HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY CITY OF RANCHO CUCAMONGA �� a� Mp��iyC ,�► `t I� S AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY B.M. X92-8: MORSE CONSUL77NG GROUP �_ AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Gl' .1CAMONC3A WATER DISTRICT: t71+) W7-2591 AT THE SWC HIGHLAND & HAVEN AYES. �, � r^ PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 0041 SAN BERNARDINO ROAD SET BRASS DISK IN TOP WEST CONC. WALL DRAWN oWc IIO. 2O596 s SHEET LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR OF DRAINAGE CHANNEL & AT SOUTH PLAN�IIING G 0 LANDSCAPEARCHRECTURE THE ENGINEER. RANCHO CUCAMONGA. CALIFORNIA 91730 LOF E:o o-e END OF 4 FT. CHAIN LINK FENCE 44 FT 4860 IRVINE BOULEVARD,SUITE*201 I OF 2 i WESAVET 6&1460. BOUND LANES6 OF HAVEN AVE. IRVINE, CALIFORNIA 92720-1999 CHECKED C E DRAWING N . RO ELEVATION 1478.026 (714)730 7117 1 13 DAT FILE NO t •a . ..... ........ . ..... .... .... ...... ... ....... qm_ m . ... ... . ..... .. ..... ...... ... .... ...... .......... �.-Jl L ..... ........ . .. .... 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PLAN TR . 13116 7RACT 118775 SEMILLIOW CURVE DATA u 5 NCX AN 30) 40 41 47- 43 45 44 C)OoO01 0,011 11 -00, -1. 7 A _6' 11-00 FUTURE IMPROVEME _175 les, PER TR.1 3 0 L cn 11 10 +1 4 L qw !V_-,.ov NOTE: CONTRACTOR SHAM-L VMMFY HC)RMNTAI_ VERrrAj_ erw L0C_,N,TION OF' EXIS717INS 3U' WATER LINE- . THF_ EX15T 5TORM DRAIN ML-- EF4NCIrz!S PRIOR (o -111 E U) EXIST. IMPROV. -:51 7C) F'R,(�F_ PER rR I N 8F)c 44' 0 D F-DINS W1 CONe�rRUCTICO) *b� SEE GRA-MG PLAN PE R DWG.SHT. 3 OF 4- FOR RE AtNING WALL. DETAIL hd le A 9 < 0 z Ic 0 ld + 0 8 X to 1: Ill - 1 6- 40 — zop 0 V) 0+ �Z + 0� > cn tj % 6 8 L) Ln F- v k) - - Ug + 54 + cr CONSTRUCTION NOTES 25, + Z4 CXX4ST. 411 A.C. OVER 41, Ew z - CONST. 51' CURB WIlAll C--AJTTER PER crrY STO. 503 3 CONST. 411 P.C.C. SIDEWALK PER CITY STD. 311 4 CONST. PC.c. , CFkOSS Gk)TTER PER CITY s7ro. Boa It As mcotFrmo v4msow CONST. UMITED PCCESS CURB t IIRAt46. PER-CITY 61 clOL (o CONST. TEMPORARY END Of� STREET PER CITY 5TD'S 404 4 405 0��_7 REMOVE EXIST.END OF 5TREET -0 14�0 DESCRIPTION OF REVISION DATE CITY I APPROVED 45 CONST. LOCAL- DEPRESSION PER CITY 5TD. 518 .0 19 CONST. CURB TRANSITION (fS--CF 70 (e C-F.) I I @0 CONST 'Ll, x 4" lRF_DVJlOOD HEADER _IN5TA%._L_ 5TREF-7 LIC=.HT -09500 LUMEN H.P.SV.(By OTHEPR5) PLAN AND PROFILE STREET IN EMENTS IL LL LL LL 12 CONIST. A42CESS PAMP PER C( Y 570. B40 u Q &_ PER GRADING PLANTR. 1'57--M j4 CIONS-r. 161, PC-F (D LQ&,D MR PROFII.-E) v C.ONST. CA-rcH. BASI N *%L I PER CITY STD- SM LEMON AVF.NUF. REMOVE PLK)G t OIN 8 TRACT 137-775 LEMON N F. 73 CON5T CONC. ENCA5EMENT PER Cr_W0 DWG NO- T5 -'t A + Ao�"!BT MANHOLE TO C_:`�DF_ + 0 r FROM STA. 13+7.1 TO 5'M. lml*&S BENCMARX APPROVEDBY' DATE U-1 -V 15; CITY OF RANCHO CUCAMONGA Oe B.M. * 92-Bt CITY ENGINEER &=AT THE SWC HIGHLAND & HAVEN AVES. Rc No.22-W—L SETBRASS DISK IN TOP WEST CONC. WALL DESIGN RECOMMEN OF DRAINAGE CHANNEL & AT SOUTH END jj�ED OF 4 FT. CHAIN LINK FENCE 44 FT. WEST & SO. BOUND LANES OF HAVEN AVE. & 146 DRAWN SHEET FT. SOUTH & HIGHLAND AVE. ELEVATION 1478.026. LGF OF DRAWING NO. R.C.E.NO DATE FILE NO T L L I I t I L.- I I I i j i I I f f t