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HomeMy WebLinkAbout1099 BENCHMARK: NUMBER 171-Bs ELEV=1155.762. P.K. NAIL IN TOP OF CURB. 153 FEET NORTH OIF THE CENTERLINE OF ARROW ROUTE AND 22 FEET NEST OF THE CENTERLINE OF ETIVANDA AVENUE, 110 FEET NORTH OF THE END OF THE CURB RETURN. VICTORIA UOODS APARTMENTS CI TY OF RANCHO CUCAMONGA i OFF S I TF S TREE T I 11PR 0 VEMEN TS FOR ARR011 ROUTE \ ETIMANDA A VENUE 5O VOWTAL NOTES 140 - 1. ALL WORK SHALL BE DOVE IN ACCORDANCE VITH THESE PLANS, THE CITY Or RANCHO CONSTRUCTION NOTES PER CITY OF RANCHO CT/CAMONGA STANDARDS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS Ybritd CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SMALL BE / CONSTRUCT 0.34' A. C. PAVEMENT OVER 0.72' BASE PER TYPICAL SECTION ?' 12' /2' RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. p. ALL PIPELINES OR "STRUCTURES O: ANY KIND, TELEPHME OR POWER POLES, NATER /bbi� ����' �— df' � W.s�r �� � !'ETERS, VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE CCNSTRUCr a• CURB AND GUTTER PER b'TD. 303 t-/ .Nin. RIGHT-OF-WAY LIMITS OR 1N ADJACENT AREAS IMERE !IMPROVEMENT WORK IS TO BE DOW To Be R`f4s•kj SHALL BE REMOVED. RELOCATED OR PROTECTED 1N PLACE AS REQUIRED AT NO COST TO THE variesCl TY OF RANCHO CUCA/'IONGA. �} CONSTRUCT SPANDREL AND CROSS GUTTER PER STD. 308 3. ANY CONTRACTOR PERFORMING RK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF VITH '3" fn 9, A THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 4 CONSTRUCT VARIABLE A. C. OVERLAY. FEATHER TO PROVIDE SMOOTH TRANSITION RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. �j C'ULrX f 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHOCAMC>rYGA ENGINEERING CONSTRUCT TEMPORARY a' BERM PER STD. J/J DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCW 2% —CUCAMONGA OR RIGHT-OF-WAY. G REMOVE EXISTING CURB ANO GUTTER 7tjfd ALL GRADE STAKES SHALL BE SET BY TIE CONTRACTOR OR ENGINEER. PAVING STAKESSHALL BE SET AT ALL HINGE POINTS. EDGE O= PAVEMENT POIN'T9 WITHIN O.OI FOOT O= 7 REMOVE EXISTING PAVEMENT ,1SUR-GRADE ELEVATION AND AT NOT MOIRE THAN 50 FOOT INTERVALS. AoDITIONAL PAVING / $OMAvelnovt ex s&* STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6 REMOVE AIMD METRUCT DRt VEVA Y Pat STD. 305 14rvc/ncnt Off Of ¢, 0. ALL SE'pER. VATER, ELECTRIC, SAS. PHONE OROTHER UTILITY LATERALS. MAINS. OR CROSS tNG3 SHALL BE CONSTRUCTED PRIOR TO PAVING. 9 CONSTRUCT CATCH BASIN PER STD. M2 f: Aa A 7EP _TVP/CAL SECTION 7. ORIGINAL COMPACTION TESTS 4< EMIBANVIE-Wr SUB-GRADES SHALL BE P. TRENCH A CCOST COMPACTING ARROI'i' ROU! E ORIGINAL GROUND AND ALL REPO SHALL BE PERFORMED A Tl v T TO THE CITY B /0 CC>NSTRUCT LOCAL DEPRESSION PER STD. ala CASE O'" RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE NOT TO SCALE MATERIALS AND/OR SURFACING. T f= 9,0 R 53 TO BE RELOCATED S. AT THE COMPLETION OF PAYING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEECONTENT ANDGRADATION OF ASPHALT DETERMINATIONS TCOMPLETED TO VERIFY STABILITY OIL /Z ADJUST TD GRADE 9. PRIOR TO INSTALLATION d< ANY PAYING. A MATERIALS REPORT SHALL BE SUBMITTED To The CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE /3 PROTECT IN PUCE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE VITH R-YALUE AND PAVEMENT TESTS TAKEN To iii CONSTRUCT VNEELC1AtR RAMP PER STD 310 DETERMINE STRUCTURAL SECTIONS PRIG? 'TO FINAL PLAN APPROVAL.). 1 I I, MIEN IMPROVEMENTS ARE PLACED ON NATIVE SOIL MNICMI COWSHEDS OF A ROCKY MATERIAL. § CONSTRUCT MEANDERING StDEVALK PER CITY STD 304 J'It8 THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WICH WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 7D !SE REMOVED �V Ti�iT�E3 E/IIMGIEI�CsJ(O/AVllE�, • O' t' ' 12. IF THE ASPHALT CONCRETE l8 TO BE-PLACED ON SM-GRADE. A SOULS 87ERILANT REGISTERED BY THE E.P.A. FOR USE LOVER A.C. PAVING AND P.C.C. SHALL BE UVIFORMEY /7 To Bs .Es ovsd APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEvNT WIDTH PRIOR CONSTRUCT 0_3/' A.C. PAVEM£A/T OVER 0. 33' 914 SF TO PAVING. Ibf*S Y+ 9' 13. ESTIMATE OF QUANTITIES 18 PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATIONS OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BIO. ANY ITEM OF WORK REQUIRED BY THESE PLANS IMICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE is CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF IIORK. 14. EET 81945 PER CITY OF RANG CUCAMANGA STANDARD NC/M>BERS 401 AND 402 SHALL BE . . ......:...•. :-..._.. : • . .,. .cf re 2,0% CONSTRUCTED AT EACH INTERSECTION. ESTIMATE OF QUANTITIES - OSI TE STREETS , 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM THE RESPONSIBILITY ITEMQU ANTITY 5 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. ' 4- SavCuf / A'iinova EridtinrS� REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TIE CITY ENGINEER FOR 0.34' A.C. PAVEMENT /9m TDA/S /oOt4/1f 009/'" T TO 22 RIVht / Z APPROVAL UPON REQUEST. 0.72' CLASS t l AGGREGATE BASE 1122 TAWS 0. 15' A.C. OVERLAY 1/4 TONS 16. YORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE ORDERLY 0.38' A.C. PAVEMENT 1575 TOA/S STATE', THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF INSPECTOR. a" CONC. CURB. GUTTER 257/ L.F. 7'Y'P/CAL SEC 770N CONC. SIDEWALK A vw S.F. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 40 HOURS PRIOR TO EXCAVATION. CONC. HANDICAP RAMP 5 EA. COW. CROSS GUTTER 94d S.F. ADJUST LIGHT LoD cu/gRA �� a-Tt/ 6�zs� 9 EA. ET/WANDA AVENUE ADJUST WATER VALVE TO GRADE EA. ADJUST ELECTRIC VAUC.T TO SURFACE 2 EA. A. SCXMTHERN CALIFORNIA GAS COPAN'Y 1714) 329-2069 a" A.C. BERM b/ L.F. NOT TO SCALE 2191 EAST BIRCH STREET 1714) 329-3030 CATCH CH BASIN MARKERS 4 EA. TI. .5�3 BREA. CA 92621 RECONSTRUCT EX. DRIVEWAY 3 EA. 9,0 A' REMOVE A.C. PAVEMENT 4A?300 S.F. S. CUCAMONGA COUNTY VATER DISTRICT 1714) 9167-2"l REMOVE CURB. BATTER /TO& L.F. 9164/ SAN BERNARDINO ROAD RELOCATE TRAFFIC SIGNAL BW 1 EA. RANCHO CUCAMONGA. CA 91730 RELOCATE POWER POLES (BY OTHERS) 5 EA. 1714) 691 7474 REMOVE POWER POLES ®Y OTHERS) 4 EA. I/O CHANNEL 61i VI-E DRAIN //4 L.F. I 4' CAST IRON PIPE SD L.F O. PACIFIC TELEPHONE COMPANY / S. A�Ot � 160) 422-4/32 FOR URROUMSERVICE jSEL1A/E AYE. /a. THE FINAL AR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL /HOT BE a, INSPLATALLED. ALLLON-SITEES AND Y LATERALS HIN THE ROADWAY HAVE BEEN COMPLETED. AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE DIRECTION OF THE ENGINEER. ` I cl TY –I Q \ I �� DESCR I P T ION OF REVISION p,R APPROVED �\ � 3 : `��' � '/�I ��# � CITY OF RANCH 0 CUCAMONGA I / �r 0 PLAN AND PROFILE o � a r FOdTJ�I/LL SLI??. "�, � OFFSITE S TREE T IMPROVEMENTS El TI TLE SHEET .01 DR -84 -lZ PRIVATE ENGINEER'S NOTE TO CONTRACTORS: AOMOW JRouTs W W - \ APPROVED BY DA TE 7 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED �` ESSI CITY ENGINEER RCE NO.xA BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS \ 64 ir SHOWN ON THESE PLANS. THE CONTRACTOR 1S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES �` – �� A. DESIGN E. " E ASSOCIATE" RECOMMENDED SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY ( I Poems E'. Jn, 930 S. nr. VERNONAVE. PIPES. COVDUI TS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. V/C/NI TY MAP �� I y� � e► � �� M.• C-3w20 COL TAN. CA 92324 CONTRACTOR AGREES THAT NE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR .ICE BITE COAVITIONS DURING THE DRAWN SHEET COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTYt THAT THIS REQUIREMENT SHALL NV T 5. • Exp. 6-30-90 • (7I4) 824-5700 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS] AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. CIVIL ,! a.G. / AND HOLD THE CITY. THE OWNERS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONECTION 111TH TIE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE SHEET 4 ��CF �I CHECKED DRAWING NO. OWNER OR THE ENGINEER. INDEX MAP GH DATE �o-/G- B FILE Nb. A3ZL l oqq .r' Ib `' _. _...._.. •aawa M » ..gip � M FriE . a o��gcn rn .b.. ..,..,..._ .«.,..,._,.. ._.., .._. �. L ... _ .._- ».,..._w .:...., .,...:.gip_.. »ti..;.,.�....,.-...-». < zt ►hj »fir S N ti 2Q $ D ARROW ►z . ROUrEoL SrAo 1000.00 >' Ali .27 C.4.). , » » • C71 cr� cAR1 Q y r ES F1 Hy _ h io.rl�/ w _.. ;... STA. 10#72'Iff 64.46hAz T.C. �.y . 4s 4 �' rncn rn o• o w + w. . SfA. 1/ OO OD 8ZA 64.491 C�. AWAC IN O y . 64.E T.C. �•tHr` �SrmO \ " k I j' it t� Ooiw �s� a1r'rno n •p O £ *'' cn 4� �� � . al rn OESOV 7APER W .,_ .� ..._..... >.�, ... �.. ... i o � co2 � //t 75 � �-_. ,� „_,.,.._.... .. .;.._ ,. _........ __ ...�. ,g... ..�...:.._...:....... ».b...,.;...4 .gyp_,...: ..p,.....:-_.,. .....:.}.,.. 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