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HomeMy WebLinkAbout1278 EST/MAMA0 QUANT/T/ES BY STREET O 30e SPAC/N6 O X'SFbG1W A 40'SMUAV • 30'SPAC/MG GENERAL NOTES, sn*TT ® PY,4TANUS aC4LrRW MAC"IA L/IX//DAMBER NAME ACER/FLOR/A C4MALDULENS/5 GR4NDIAECRA ,S7rR4C/FLUA v j 1. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS, THIS CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD �lQl7ll�A/s1fE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION. 9 FA Al EA SMOKES727NE 10 37Eq ¢ CONTRACTOR SHALL 1!E FAMILIAR WITH AND SHALL BE RESPONSIBLE NO, T PI) E6YiLE TON 3 9 4 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. FLAGSTONE AE /0 3 M 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER ` POLES, WATER METERS VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT STARSTJN 11964SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAX LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL. BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT GREE/KSTCWE 2M //E4 / A j NO COST TO THE CITY OF RANCHO CUCAMONGA. #1'17mravE L3 3. A PERMIT SHALL BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA i ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR IN THE CITY OF RANCHO CUCAMONGA CQNSTi4r/CT/O/V NINES EST/�I�l�4TE0 QUANT/T/ES CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR � RIGHT-OF-WAY. � 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTlLR'Y I LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO AVENUE PAVING. 1. CONST. 3" A.C. OVER 4" AB PAVEMENT. _ A65,970Sf j S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TREMCR BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL 2. CONST.4"A.C. OVER 4"AB PAVEMENT. //�ZBO SF 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 APPROVAL PRIOR TO THE PLACEMENT AT BASE MATERIALS AND/OR SURFACING. L. AT SUMMIT ` 3. CONST. 8" CURB W/24" GUTTER PER CITY OF RANCH CUCAMONGA W THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BIR W STD. 30-3 8,254 LF SUBMITTED TO THE CITY ENGINEER, LLITY ALL TESTS OR w DI W .� 4, CONST, 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND I GRADATION OF ASPHALT PAVING. I ��•� STD. 310 & 311. ,,,�¢ 7, WHEN IMPROVEMENTS ARE TBE PLACED ON NATIVE SOILS W ��� �JJJ > a IGHLAND AVENUE � CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED RED SF BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADIt HIGHLAND AVENUE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADS o A A P y 5. CONST. 10' WIDE CONCRETE CROSS GUTTER PER CITY OF RANCHO I < ST. a CUCAMONGA STD. 308 (INCLUDES MONOLITHIC CURB). 7551E MATERIAL OF A QUALITY BETTER TITAN THE NATIVE MATERIAL. ( 3 1. CITY APPROVAL OF PIANS DOES NOT RELIEVE THE DEVELOPER FROM I RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION Ul DISCOVERED DURIAG CONSTRUCTION. UPON REQUEST THE REQUIRED 2 W STREET v CONST. 6, WIDE CONCRETE CROSS GUTTER PER CITY OF RANCHO DII VICTORIA 6. /, PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER I Q� .P.R. • CUCAMONGA STD"(INCLUDES MONOLITHIC CURB). 9911 SF FOR APPROVAL. JO !. WORK SITE AND EXTERIOR STREETS SHALL BE INA NEAT,CLEAN, HAZARD. 7. CONST. HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BR WHIT TONE O PLACE STD. 1 CLEANED UPON REQUEST OF THE INSPECTOR. BASELINE ROAD 3 0. // 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVmq ;xa REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND W 5 4 3 8. CONST. DRIVEWAY APPROACH PER STD. 305. 113,5E WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINN Z INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALT, BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES w b V 9. CONST. LOCAL DEPRESSION PER STD. NO. 518 /3 EA AND STANDARDS. y VICINITY MAP Il. ANY CONTRACTOR PEf'FORIAMiB WORK ON THIS PROJECT SHALL � FORFAMANYZE DAMAGELTOITH THE EXIST NG�FACILITIESE AND LL BE RESULT NGYDIRECTLYIBLI OR NTS. 10. INSTALL STREET LIGHT 5800L.BY.SL"E7t7jEC1IMtIT1P i/lIAD/w QY i INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES 7•W 2�V& 9f. ARE SHOWN ON THESE PLANS. IL SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED6 7 8 9 11. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA BY STRUCTURAL SECTION, TO BE INSTALLED. 0 t STD. 401 & 402. 8 EA 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SH&LL BE SET AT ALL HINGE POINTS• EDGE OF PAVEMENT ' POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORS 12. INSTALL STOP SIGN PERC TY OF RANCHO CUCAMONGA STD. 402. /EA THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BS REQUIRED BY CIT`( ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. REENSTONE 8 DRIVE cowww FC,C, 13. INSTALL STOP AND STOP AR. /EA Cutoff Well eI 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION" 44- 53 58 59 68 73 T -1 SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL __ _ 14. ADJUST WATER VALVE COVER TO GRADE. .32 EA BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 43 Y�! � x �- x • FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50'INTERVALS. U < ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED CATALP 0 45 52 < 51. 60 67 T2 W 15 14 13 12 : - , AT WARPED OR VERTICAL AREAS. < m - U ! a - - -}W 15. CONST. PAVEMENT TRANSITION PER CITY OF RANCHO CUCAMONGA IL IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STREET a < ' ___ ' ' STD. 406. 2 EA STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 46 S 56 6 66 T CL ___ ''-� SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 6 0� 16. INSTALL STREET LIGHT 9500L. SY.Sff 7V Ar 7 W7FV E`i!q/Q W al' RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. /SEA. Ii. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 6 PLAN m END VIEW 7W THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKI 47 50 z 55 62 Z . 65 70 W 16 17 18 19 20 17. INSTALL BARRICADE PER STD. 404. /� HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFOR$ Tugie wwl an hlef*@dim eC ditnes ogoM be os desired by wara eetww SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 2 O O O atom rd on allot soctian and will Eo pad for at the price paid far conerNo pine. WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES N ca to 18. INSTALL REDWOOD HEADER. _ %3 LF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 42 48 49 W 541 63 LD 64 69 Cr C • MINIMUM DIMENSIONS - 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. J < 11. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 0 J A• 8 C■ D E 19, COAST. AWNTA&E CURB & 04177FR TYPE 9-2 PER A.PWA. ,yam CAL. ChWPTER BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR F- 4 1 0 SMOKESTONE c7 LL STREET O 12" 4 P. z'-0" ' o" STD. /f AN �T-0_ tofErAlL �Low1 18" • 20 LF ~ W I" 24" 9 2 S-3' -0. 20. CONST. UNDER SIDEWALK DRAIN PER STD. NO. 506 (MODIFIED). 2 EA DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND N y EQUIVALENT OF AGGREGATE BASE. Q Z •, 30 I'-O" 3 4-6 S-O 1!. CONTACT ALL UTILITIES AS REQUIRED, 49 HOURS PRIOR TO EXCAVATION W 40 3 N �. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: O 29 28 27 26 25 24 23 22 21 Limit of period fu pipe 4e 1'- • 4"" 5'-3, = 21. CONST. 8" A.C. BERM PER CITY STD. 313. (SEE UTILITY LISTING HEREON) 38 37 36 35 34 33 32 31 30 48 2-D s 6 O, 7= N /Of LP 20. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SMALL 39 m 29. /NSTALL eND a- 3TRG�ET 7e-A-f �i4ARYY � eAfeN7- wee 172P, 420- /936 SF BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND 93. /NSTALL W5°SA 3/6N ",V0 AUTLET0 / EA EQUIVALENT OF SAND BASE. PRECAST CONCRETE FLARED 21. PAVING SHALL El; PERFORMED IN ACCORDANCE WITH R-VALVE AND Q.tj,. /NSTALL 7yA-- 'iV"M.4R.YER OPV ~T f!'SP 3T0. 41D.s . / EA PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR /�'---/ND/CAms SHEET NU Ams TO FINAL PLAN APPROVAL). A+ END SECTION "TYPE A„ 25. /NSTALL TYPE 'L"MARKER AER 0/7r STD 403 / EA 22. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY INDEX MAP �) PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 24 CO/VST. /40"ZW4e. 4C WTL'/Ii� 570 LF LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITESCALE 1 "- 200 DETAIL 2T. /NSTALL /V-/8 J/6rV ^'.ROAD /Y�IRROH4s"_.. / Eq IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARIL 2B. OWa 57. &,,4,/51r/0A( CURB ft &&77 R fiitkl 3".,r- jay .;)a 70 8'0cREMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. MA'INTAME CU-421 8, GUTTER PlwR C171NS7 MOTE /9 /0 LF NOTES: %14 4ta 2.7. (A-6 CG 24��lt�Cle /P MI f. ALL DIMENSIONS ARE MEA3UPM IN NICME& �• < �n��.C w_ �Z.c Gvc CALTRANS GENERAL NOTES Rte' 2. 'Cr 93 fi•UNLESS OTHERWISE SPECIfNED. L __W _ 3 � �. c0.9�(iSyY�C,S/3Nt�C-rM71 a w IS aUNLESS OTHERWISE SPECIFIES o 33' 1. CONSTRUCTED OF PORTLAND CEMENT CONCRETE. ► 3Z. /NSTALL GriNE c /�•y�CL�G• D3 T 1. AN TOK.'AOiC�! FEMWM IS x6QI1Z2RiD S�rOlM ANY 1lOtts IMT .• S. GRADE 3NALl BE MEASURED AT CURS LINE AT TOP Of CIJM. ' • �-- 2 6 I 3j• lN✓5 A P/ �R. C17Y STD, 3/3, BEGIN IN/OR NEAR THE STATS RICWT Or WAY. 1( Z 2 I 1 1' I , A .All EXPOSED CORNERS ON POC CURBS AND GUTTERS TO OE u P; TT A 34 LF 4 OJ ROUNDED WITH A'A•IRADfUS 34 Al /NS ALL STREET TREE P1��PC/TYLY.�YSTi►G>�SFGI'l S7J�71f 24 • _. ALL NWIE WITHIN THE STATE AIGMT or NAY sMe►I.L COMlo1s[ SYI 047' O.tO 0,47 eft 35 O/NSTALL �4TAr{�Y/SAGER/FAC,44871TTi�E-geXC/T!'L? 7-JI�lT�'f�T3TR71 ; TRE LATEST STATE STANDARD FLAILS AND SPECIrtGTIOMi Olt AS �• --- - ------ 7 EA►. DIRECTED BY TIME STATE'S REPRESENTATIVE. ��T r1.700• /.70yFr e •" 0 ALLOTS: TREF UVA7VM AW VARY B�ISED AV FIAW G1�1'VEN(4Y ! 3. ACCsss COMTAOL WILL BE >Qi>ITl►IxED 1Z u.T. TIS. (M� � -�-- :>.: /Z j�X rT rP� • • UTILITY CONTACT VEL INSIDE STATE RIGHT OF NAY MUST IM FE1lCED Orr WITH Il0 Q ACCESS TO WORK AREA FROM FREEWAY). / '' Q LOCA?aVS.« 4. to FAEENAY PjWPB OR FRRIVILY LAMES WwY Its CLOSED 0Si 4 460711 6/DB_2 ES n CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS 'Sr-. CLO (. T. H*F-1 A9P'Hb,I.T CL)Rg 8p LF PRIOR TO EXCAVATION: 31. ?Ikof ESS/U OBSTRUCTED AT ANYTIME, UNLESS SPECIFICALLY YTHEALLOWED Zx THE' 3 TYPICAL SECTION AMERICAN PUdUC WORKS'ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER GENERAL TELEPHONE COMPANY: (800) 422-41322 �� ENT N4� ENCROACHMENT PLrRlIIT AND/OR AS DIRECTED BY THE sTATE's 280 SOUTH LOCUST, �Ifr '.58. l�IN9TAt�..L MAC�PIpI„y� �, '� O s'4i c^ REPRESENTATIVE. (NTS) sTANDMD PLAN P.O. BOX 2920 © &IN'5 1-L�C 4•+.c CCINST� .FAR STREET ` \ Z B. 110 EQUIPMENT oei IMTEAIALS !ti►T eIs sroasD oti Ts s'r,►'s's `9 0ATE0.Y THE APWA-AOC RIGHT OF NAY. /NTGR/AQ 57wee73: T/••3, R"7/ ►� C�WE CURB AND GUTTER-MOUNTABLE 105-0 POh10NA, CALIFORNIA 91761 ��, /Q y� CATALPA STRICT T./• •G,R•7/ Erol -LIE i1. •N�I°S[71Li- I..IC:U"C36 V AXK S-rTTZAICIFLUA STREET w No: C .)4035 t �. r? i. ALL rZWCE RELOCATED TO FA47Itr?MM CaIN1705 .TIOSi 0► Tiers USE TM 11TANDAM IIPECIFICATION9 FOR PUKJC WOMCS COWTWjCTM SHEET I OF I SOUTHERN CALIFORNIA EDISON: (714)S29-2070© 3 E Cm( T/�7E5/�.7R STipEET 1R6E,3 rt ; exp. 3,3/-9/ ^, PROJECT INSIDE STATS RIGHT OF NAY SHALL BE REPLACED NITN 2191 EAST BIRCH STREE (714)529-2889 .ISM � � CL-6 FENCE, AS SHOWN IN TWE STATE'S STANDARD PLANS, 02 BREA, CALIFORNIA 92621 « CUCAMONGA WATER DISTRICT: (714) 987-2591 4,* BLOCS MALL IN ACCORDANCE NITW LOCAL AGENCY ST 2' 9 41 SAN BERNA DING ROAD 7. MFENCE ANCE MUST CL-6 G MCa DOSS NOTTYPE EXIS'L', THEXC2 AZGIR Or tIM RANCHO CUCAMONGA, CALIFORNIA 91730 it THE STANDARD PLANS. TO TYPE CL-6 FENCE, AS ONM I11 R/w 1g1w ^&7Z4R' /MA1�r �� Q3 f /1cLt7 BfRP� T� -TF �trT pvANn / 9. STRUCTURAL SECTION SHOWN WITNEN THIS STATE RIGHT OF IMT IA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BR © �e��Es-� g- �-T -R�•�.g 3_I�_� DESIGNED BY A SOIL ENGINEER APTaR NATIVE SOIL TESTING HAS THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 4 SHALL /2 1 32 32 /2 STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 0.00 4"AbTHA�T CuRd CpNgT, lyr7'TT•, j BE USED IN THE DESIGN OF THE TRAVELLED WAY, AND A TI OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ' 0' ' EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS: THE CONTRACTOR ( At�D C.�LZTCLIT`1g GFJ`/�IGW.. i`1p"TG;g �L-Ib'� 2_ pp SHALL BE USED FOR THE SHOULDER DESIGN. THE O.T" f' /3t /9+ 4 Qf OS' / 2' /O' j LABORATORY REPORTS AND THE DESIGN CALCULATIONS SPU LL BE ,Z. 4. GLS' IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL 0�7' PLANS. SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE DESCRIPTION OF REVISION DATE CITY PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. ( O 7' Q? APPROVED. �� �/,7 '��, - �7Lr`� /J4/TO¢� , +*�-•.. -may '� A�� /70X-, ALL CONTRACTORS AND SUBCONTRACTORS PT THEIR1I P WORK SHOWN ON CITY OF RANCHO CUCAMONGA 9. ALL DIS'lZIAe1ED AREAS Ix THE STATE RIGHT Or NAY MItST eIs �--, ,?N�,�.I,P� .. �-_� __ TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT). 1 j� �s.►��� OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT 7 1 QOTJV S/ASS I �� ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC / IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY ' 10. THE RESPONSIBILITY FOR MAINTAINING EROSION COxTAOL WILL L JO/N EX/ST.� R � � '� WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. / DEPARTh1ENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS'. THE CALTRAN�S CLEANING WILLRACTOR BE SIL DSUP PONSIRAINAGEERSTRUCTURC ESS 0 �,�`��SC�PF7 THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE STREET IMPROVEMENT PLANS FOR EAST AVENUE CdVsrrnu MOITiE'S ATsn T W TYPICAL SECTION y� OO P F� s 'OCCUPATIONAL SAFETY ANDHEALTH SUBCONTRACTORS'REGULATIONS' OF THE U.S. I CHANNELS RESULTING FROM, OR CAUSED BY, THE CONSTRUCTION CHAJECT.NNEL •- D DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS'. i 11. THE STATE DAAI11AaE ET1lLY CI IWEIfDI IS TOR COMMECTSD T, COLLGC7291P`_4rAler. T./.'i,R-7/ �./ � �R�����DN� E �CnY (NTS) F� 9 "� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE MUST FIRST BE COMPLETELY CLE�"HI W DEBRIS, AND/OR SILT, STD. 60/ STA. 5+56.48 TO 9+52.94 * ~T # RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF � PRIOR TO MAKING CONNECTION. :'HIS WORK IS To >u PERloRteq NO. 3441 AT NO COST TO THE STATE. L. 4U- ffflEEr71rF's *Wj-A •IMWAokVA7 Zt*?bfZVW AD C/7y CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND TRACT NO 13063 NO. PLACE �.Y �! PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 67D. 60!%l OT� Al1TVY/M/TY7I )*?V!'V4t-5C*47A7r-& l Q� NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR • 12. THE STATE DRAINAGE SHALL BE RF;SPOMSIMA FOR INSURING TRAT T./.-S R-7/ EQf CAUE� SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER STATE DRAINAGE FACILITY IS CLEAN AND OPERATIONAL PRIOR TO 3O aq['KfLL. IVIAWITEOPPA4 T71EE�3 �h4LC,(,AIC/OZ7PTJ1 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION APPROVED BY: QATE. FINAL ACCEPTANCE OF PERMIT WORK BY STATE. ADEQUATE CLEAN ICECLT►^IMF/1/U�TrA/I QFANAG+tiVk'3Ml(C SOGC.'!II /rT/YIr11// DTl�T WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE OUTS AND ACCESS OPENINGS SHALL BE PROVIDED FOR FUTURE /�rE/T�.• C17Y/N410 760r NEGLIGENCE OF THE OWNER OR ENGINEER. CITY ENGINEER � C.E �� MAINTENANCE AND REPAIR NOOK, AS NEEDED. ALL THIS MORE ��" /V.��T�F.��AW�� 7W�j„�or 7M Mw 14 R OM D SHALL BE FURNISHED AT No COST TO THE STATE. ,SEE %yEET/� B � ,�,�� / "41'�4� � DESIGN ����cRoc� (`r J`` � . 13. WHERE SURVEY MONUMENTS EXIS" , SUCH MONUMENTS SMALL sE CX.Og 71`>NN / I-�I �E/9{I:SE G�CZITa,CI1dCE'3'S O]f7W/ �/� a �• y� �` 48W IRVINE BOULEVARD,SUITE 1201 PROTECTED OR SHALL BE REFERENCED AND RESET, PURSUANT TO CO/�.7TiC(/L//G�A✓ /VVT4J. nN/Ti +' ' " Vii, BENCH MARK B.M. 157 "'"""r ,�� ' BUSINESS AND PROFESSIOMT" CDS, SECTIONS 9700 TO 9905 , (LAND SURVEYOR'S ACT). �- 7 AR'Jc �'-S/&LT 7a AV "�LZ:774V 4r 0 A4ej5mMAMCV AlY ELEV. 1389.968 IItVIN�ICALIFORNIA 927zoa9!! SHEET -1170 of Y�FJ1/G/N,ErE/1• DRAWN CH IZ. O SOUTH END CURB RET. ""'' `�'° ' ' - BUILDERS SOUTH WEST CORNER CATALPA . I Of S STREET AND EAST AVENUE , CHECKED `1�, Y. �L I ��`� ,f or'�,� DRAWING ----- TUSTIN. CALIFORNIA DATE I' A� ' "'P� FILE NO won= ww_ www w�wwwwww_��_�_ w _ -am _ _MM M _ • •__ __ ww w wwwww NONE w-w �.�__�.w.�ww_�. w_ _____ _ _ MER, mum-sw� � _� _��_� _ ANON ���_� � �� �� ���_� ___ _ -- ____ _______ . . 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