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Y • HIGHLAND AVE. - OFF�SITE IMPROVEMENTS GENERAL NOTES FOR r1. ALL WORK SHALL BE DONE NACCORDANCE WITH THESE PLANS, THE 0 > , 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. 1C 7 TRACT NO 13052 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER V Z POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 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 p W NO COST TO THE CITY OF RANCHO CUCAMONGA. IN THE CITY OF RANCHO CUCAMONGA 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR r I CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR F { 1 7x /,32752 RICHT-OF-WAY. z BASELINE ROAD �. ALL SEWER, WATER, ELECTRIC, GAS, P OR OTHER UTILITY AT PARK LANE LATERALS, MAINS, OR CROSSINGS SHALL BEE CONSTRUCTED PRIOR TO PAVING. S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH B A S E L I N E BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL ROAD _ 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 PROJECT OF BASE MATERIALS AND/OR SURFACING. t b. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED VERIFY: �iPsroso�,Noo.�s,pE�. ALNAANIdR,4 AWWOA,Py 3727. 400/S• QP (A) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT n To F57DA-64110740AMOM GUTBOE,$. 11+i� djPVROVED E6V,4L. ZOE E,.t''/•fT/NG FiPA� SURFACING. r ICI MAP rO 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH NOT TO SCALENCIl!' , ,4 CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR 'S DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A p QUALITY BETTER THAN THE NATIVE SOIL. �,/ /yAX ` • ; 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM r. ' = Z :►� ' -tf; RESPONSIBILITY FOR THE CONSTRUCTION. UPON REQUEST, THE •�� r �- REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE o _ PRIVATE ENGINEER'S _• ~ Nw1, *3 C .O-c. �— CITY ENGINEER FOR APPROVAL. •� - ' 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN HAZARD EX/.sT,i"�!1+D • :;ti•0:.�'. FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE NOTICE TO CONTRACTOR - �' A j .0•• CLEANED UPON REQUEST OF THE INSPECTOR. EX/ST. �s�P,ITE /HEFT . ^a✓EMfi�/T 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING NREPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR • I EXIST. Re'IV P/PE s/Z� � WATER, GAS, PHONE, ELECTRIC OR ANY OTHER UTILITY LINE ADO/FLED Cl/�B �t I I FT��•Qo�PAwiN6 N•2•F7 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL ./J7lFR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF I �— jOEW C/rYSrL7. 303 BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO AND STANDARDS. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR J 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THEA/L FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE OETII/L 'tur FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR PLANS. /O6 M00/F/ED 6 ~ G1.�8 � INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES �4`G!/TlL�iQ ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON M0O/F4EO N. T.S. ARE SHOWN ON THESE PLANS. t/IVOERs4 Wo�MLR' L% AIN OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC - BY STRUCTURAL SECTION, TO BE INSTALLED. 13. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY ENGINEER. WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ,4. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" THE CIVIL ENGINEER tFiALL NOT BE RESPONSIBLE IN ANY WAY FOR THE DOWEL PINS AT ALL EXPANSION JOINTS. N� OE-5'c'.Pi�TiOn/ QUANT/TY 15. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. OEPART"ENT / caNsr,P!/CT•5 "AC OvE,P ¢"-4,S 6/a lNl�iZ2yGG St's{�l GK�e5rl 22,0006 2 GY1 BE SET ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL lYC C(I7CllYG l3CltN OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. RELATIONS' "CONSTRUCTION SAFETY ORDERS". 5 EXl6TIl`IG I`CGIP�3 2�~G,e &5r PEiP cETO" 953 490[f ! G�p��1f71CfiJ cQYG�Z2YE'IAS NA' ADDITIONAL-SXAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE d .4.o l/ST !/.4L✓E cwt,:e.P r0 6rPA0E / Eq 191^14w, ''S4w- tyo Aertmo• Z G� AT WARPED VERTICAL AREAS. RESPONSIBLIT : FOR JOB $YTE CONDITIONS DURING THE COURSE OF 16. IF THE ASPHAA LT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND /N3'T�1LL s'T.E'EET N.•IME �f'/GN /'L��.s'TO• EA• /!A�?'1�rL ��fC9 W-!? z � STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. i1M IY mxm Mt1mC % SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY AND NOT //V3•T�1LL Y/EEO SYGNPERJ'TO. �G/ CD2 / EA / '444 Ir'1 N BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL � �- Z RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. Ei�1• DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS /Z r4QTl/STM�1�// LE 70 t*C,40E Ei9 RELOCAT.E.EX�3Tc-iPArED 448�iV 2 6-A, 'r7• ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ¢ SEE DWE /0_, v FaP z,E PE' / THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE Tf//C.40Ve.�^.5' .91C 33,544 C,4W37'_ Ag*At,-f' 401,41 )9P0Po3E2> GA 1,&L.r [-� HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS NEGLIGENCE OF THE OWNER OR THE ENGINEER. siIbVC(?EX/3T/N6�1C�,4✓EME/VT ' Z/O LF g. WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. /N3T�1LL P'XG" rPE,AWDGiD NE/1L�IE.P /P6-SLF 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS r, 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. UTILITY CONTACTe"we- 'e-on--w YEL[O/V -irrr/PE 9d4LF 21. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION s SEE UTILITY CONTRACT THIS SHEET 1N$7,qLL B"SOL/O N'H/rEST�P/PE V_ PRIOR TO INSTALLATION OF ANY PAVM, A MATERIALS REPORT SHALL CONTACT THE FOLLOWINQ, AS REQUIRED. 48 HouRt PRIOR TO EktCAVATfON: jftAl;!,eC cOil� 'rl�N r1lr1R7UY Ej Er4 BE` SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND /.✓STA[L TYPE L~MA�P�Ere•5• PO' Ct a AL ,,P s•TO. toff !JEr4. EQUIVALENT OF AGGREGATE BASE. •. GENERAL TELEPHONE COMPANY: (13001 422-x132 23. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE ANO 280 SOUTH LOCUST, lR1flV� I~T•iPArt/.S/T/ON .J'Tr�P/PLS sN�iri�MS' 47-,0rZ 'E Gam/-,4VEMENT /7S[F PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR P.O. BOX 2920 LEGEM TO FINAL PLAN APPROVAU. POMONA. CALIFORNIA 91756 .PEMOI/E AVr"FEP/MS I'Vfr7' O/r CtWi ABD.rF tri. ANISH 8LWV=^1C1E JS9 SF SOUTHERN CALIFORNIA GAS CO: (7141 529-2070 �r � L� �(MaAr( AC 4Ckt(�W�'�Y AeY'DA4000 H M?T 6M. OX 2191 EAST BIRCH STREET (714) 529-28139 RELOCATE E.Y/5T/NG Ar #A6,�P VrrFR ,4S 5//0A//VON AZ.," P" Ce',WD. BR.EA, CALIFORNIA 92621 C.P. CUAtd FAC! CUCAMONCIA WATER DISTRICT: [7141 987-2591 CISM.01) EX11IT NS STK .reLOC,47E 06f,4//- ,eOXE.S 2 E.4. 9641 SAN BERNARDINO ROAD T.W. WCP or- F•� V ACLL CUCAMONGA. CALIFORNIA 91730 R1lNI' �~o�r/a'[•E �'E«o''''sr't/PE S65 LF RANCHO CUCAMONGA. - aCR. �x4?4 l OF cx�R15 rateTuft" ' !4'1lNI� �"a'0L/ B'S LF A&"' ECJ(. !ND OF CURB RETURN OF � / E IFteut •�+.-.r r t * +� --0- 1" Lim INSTAL L TYPE L' /YAR.('E�'S PERP STD" 403 4 Eq QQ,,F1"VC0 f�c 0 �I++E 4r�Ro�cit€� sv syr, Z -W wrcrEpt 1A197ALL TYPE Nr.PED)MA,P.NE,e5 PE.P STD. 403 /EA Q ADD CO�cl3T. NOT6s 5-t-i7 C�j DESCRIPTION OF REVISION DATE CITY -*r- C L' INSTALL ST.PI-ET LIGHT 27,000E f/P.S4 /EA PPROVEO EP, EDGE OF PpkvEMENT LL � OF I+�� LJ STOP AND STOP �A CITY OF RANCHO CUCAMONGA R/W R1191-17 OF % Y DD REMOVE EXISTING CLILVERT AND HE 0WALLS AND 6AC14,1=I1-L I EA • R•� REM-11=0MC � PIP CONSTRUCT CATCH BASIN PEEP STD . 50Z Z = 4' 2 EA OFF SITE IMPROVEMENT PLANS / "r. "°PF""-T PLAN AND PROFILE cONsrfilcT [OCAL D6OW'SS/O/V STD. _f/8EA "J& "" 'SSAI E EL&S< _ BASELINE ROAD ,rI = TRAFae 04CME /NSTALL RAMo PER STD. 3/p 2 FROM STA. 14♦50 TO STA.24+21.99 FRW 9W-ARING RAMO CONSTRUCT c!/.P,91e GUTTE.P PE,P STV.30,3 N/.lfOD/F/ED iC CF OW DET•9/L 4 i e71_Z0N /00 LF OVERLAY RELOCATE WOODEN ' �/cTO�P/r9"S/GN /EA TRACT 1V0 13052. NEW A.0 CONST,PUCT UNDE,P S/DEwALK D,Pr4/N PE,P C/T/'S1'O.AS NDD/F/ED�E.PDETA/L 6'HELEON /coq I,���������% APPROVED BY: DATE: coNsreaCT/6'"�PtP & S= 0_005• rlND ✓O/N EXlSrINls f7-0 J D,4,fl,V OL ,`+++' QROFESS/p� _^ CITY ENGINEER RC. .2= • K �.14A. 163 B `. � �NAR(ex C= DESIGN BENCH MAR _ E DED 4+ UNAUTHORIZED CHANGES & USES . ELEV. 1297,297 94WILLIAM- CONSUL?7NG GROUP W = ;o LLW� � : � N0. 2D59b � . � �CAUTION: The engineer preparing these plans will not be responsible CoVomOCOUMJ ��' /.AST OF grllgkxnA LYON�am amt . � . ;�' '�: * � DRAWN � SHEET for, or liable for, unauthorized changes to or uses of these plans. All pfqVp - AVENUE AND 40' NORTH i � � PLANIAM0ENGRWEERM0LANDSCAPEARCNI7EC7L1RE C►vl� •:'�! �� ,r,C C F 4 BASELINE, SET BRASS LYON $540 ARCNISALD SUIT( • _J? changes to the plans must be in writing and must be approved by the. . gtuld RANCHO CUCAMONOA, CAIIfORN1A 117s0 4860 IRVINE BOULEVARD,SUITE*201 _ q � ++ EXP. 9/30/1989 '�—��� f •BENCH DISC. IN TOP OF ,�Of�L1E�II+ preparer of these plans. NE END OF A 4'x2' CONC. IiRVtNE IRVINE,CALIFORNIA 92720-1999 %, SII CHECKED STANLEY MORSE DRAWING NO- (714)7307117 PALM DESERT W,;///1 R.C.E. NO $� •BOX CULVERT. EXPITIES SEP. 30, 1989 DATE FILE NO OASE L_INE ED W/PEIV/Ne PLAN # /357 J9 OF 40 -- � .- I -- . ." - I - v - � - - - - - - I A 11, � . I I . I I . I �- . - I - I I I 1-1 --�- ., i .-q - � - j I I I �l . I ---41.1 I I--- . 0 1 1 . i I 10& 0 It -r - \�il A , � �t - I . I I - A, I . - - I 11 � I\ I /� . IV . . . # . 4 1 '� - I � 6 � A - " . - . i . - - � .I . ..� I -- .L I � � � - -- I .1\ - - I- (2--i 1. 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