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HomeMy WebLinkAbout740 NA if r CITY OF RANCHO CUCAMONGA CAL-TRANS NOTES GENERAL NOTES 1. ENCROACHMENT PERMIT !S REQUIRED FROM CALTRANS PRIOR TO 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC DOING ANY WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY. WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL EE FAMILIAR WITH. AND SHALL BE RESPONSIBLE FOR ADHERANCE 70 THESE STANDARDS AND 2: ALL WORK WITHIN THE HIGHWAY RIGHT OF WAY SHALL BE TO SPECIFICATIONS. STATE STANDARDS. f//G.S�LANO .ql/E ,. 3. STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR 2. ALL PIPELINES OR SUBSTRUCTUFifS OF ANY KIND, TELEPHONE OR POWER POLES, ESTIMATING ONLY. ACTUAL SECTION TO BE DETERMINED WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE /0l T// 9TREE"T Q AFTER GRADING AND APPROPRIATE LAB TESTS. A T. 1. IMPROVEMENT WORK IS TO 6E DONE SHALL BE REMOVED, RELOCATED OR PROTECTED OF 9.0 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. �1 SECTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM- SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO Q N _ I II EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERA- TIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS: 0001f//LG BG I/D. I I� FO,P /.�JPPOI�EME.t/TS a N I III 9EE C>?AD/A/C PLAN 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF Q I r-I I RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W o q I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING (4 14 I STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS J" I I y I WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT Q� § I �- INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQJiRED BY CITY ENGINEER Q co 4t I I AS t�FEDED AT WARPED OR VERTICAL CURVE AREAS M 9QA/ BERNARD/NO `',2l•1/Y. V v I I I I 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COM- V I \\ �0 M �� Q Q PACTING ORIGINAAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO \3 �� ` COST TO THE CITY OF RANCHO CUCAMONGA. A WRI TTEN REPORT WITH THESE p �, POS/ti/P�O✓G17E�S/Ts �S `1 VICINITY MAPF GP.�i.✓c Fav 4 . I COMICTION TESTS SHALL BE SUBMITTED TO THE CITY' ENGINEER FOR Af'Pr�IOVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. F NO SCALE N // - y 8. AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL EE SUBMITTED TO �2p' moo, 11 W y THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO - Q VERIFY STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. '•N 9. PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE N 6p1.1i h V SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS o + 4l COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF � ti Q� FUTU"E'E /MP�POVEtiIEN/"5 AGGREGATE BASE: BY OTf/E�P 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A �- ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS jNO�� 4 h �y. ��'� WHICH PROTRUDE ABOVE THE SUB-GRADE AALL VOIDS OR DEPRESSIONS SHALL /O _ BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE1� ¢sC.F3py� y-�� I-_ MATERIAL. CONSTRUCTION NOTES a ESTIMATED QUANTITIES �� � @/p/ � � 1I . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT J REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT / COMS'T. A.C. RAVEMENT f'ER GENERAL NOTES' ND. 7. - 18,000 5F ^- 2 pa TOW " N A, 3- \ 7 �X �u�' u�� WIDTH PRIOR TO PAVING. 2 CGN9 r faK'C. -WfO FER C4L7_,PAN9 9T0. Ivo. X42-8 ,p/O /-. . I 8 sE�y� N rw 88 �F _ 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON- S GOAVr 4"'PG'C. .9/DE`Y�ILK F�E� CITYS7v. No.3/O4,000 J�'F �¢'PG'.�@/ VENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HiS OINN DETER- 4 ETER- ��- MINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BIO. ANY CONST. 5/OE1vALK .YfIM.�PER STATE STD. NO. NS-B 3 EA: �' - ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED 5 GON✓l 5PAit/O.PEL ��' GG/TTER PER C/TY STD. NO 308. X50 ✓o'F (����� �^��I I ku RE�,•• IN THE ESTIMATE OF QUANTIT!E3 SHALL BE CONSIDERED AS INCLUDED IN THE (o COAI'6 30'"RC.P p./C*-" 4s L.F. ` I I OTHER ITEMS OF WORK. 7 CONsI. 2¢'�PC'P. o=ic�o Exr�r. y h 88 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 a l v •L.E WgrE.e VALVE6 WI SHALL BE CONSTRUCTED AT EACH INTERSECTION. 6 G'/aT e,476 ! 449IN 7-YA-25- OL € GUTTER DEPRE59/0N PER CALTRANS BTD. D7Z �# 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY y a 9 -CO/t%$T. f/PE /NL ET TYPE' OG'R GE,P C�1LT.PANS u�'TO. /Uo.075 9,q.C. F�P.PgN / E�1. ' FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. /O REif�101iE PO.PT/ON OF EX/✓'T. 3(oaRC.P. 22 G.F / 8� UPON REQUEST'THE REQUIRED PLAN REV19ONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. /2 GRADE TO ORs4/N 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, /3 CONST. uvNCT/ON S7;fz/6,7-6wE lJ.Y PE,� C/TY STQ No. 510 W d ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON r € REQUEST OF THE INSPECTOR. ' /4 CIOM5'T. 15 REMOVE EY/ST A.C. o<7v/�t/C. 3,700 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVITION. /G OVERLAY A.C. PAVING 9,/GSD W A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (213) 969-2718 l7 COxlff e6we-zETE a7CKF/LL PE!' CITY frO. No. 51.1 30 B. GENERAL TELEPHONE (800) 422-4132 C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 /AA D. CUCAMONGA COUNTY WATER DISTRICT (714) 987 - 2591 s V,v e E. METROPOLITAN WATER DISTRICT (714) 593-7474 F. PACIFIC TELEPHONE COMPANY (714) 999-5639 � Z A' G.5 �o. A � . .�� '� I BENCH MARK 94 - B e. I � 1 D 6 M/G E EAST ALONG N/NE 'EENT// ,S7`,PEET FROiLI ARC///BALD AIiENUE, 3310' NO.?T/! OF it//NETEENThI ✓/BEET GYV T//E 6/4EOFf/E.Pf05, 4V251V!JE 175"X:5`91' OF CENTE.E'G/NE flE•PiL1O�'A AVENUE /'� NEST OF TOE OP SOL/Tf/ i'LDOO C!/f1Nrt/EG WALL (8'W/OE Z- 3 TYPICAL. SECTION 19 th ST. STA. 17+05 TO STA. 20•+50 41 T I - 9.0 CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN DRAINAGE STRUCTURE DE'rAI L IMPROVEMENT PLANS .9cALE / 20' NINETEENTH STREET OV--,C-G q Y A C. PAY/^45 /b AT RAMONA DR - 79 - 06 PARCEL 3 P M. No. 3713 > APPROVED BY , DATE � CITY ENGINEER / R.C.E. No. 23889 3 / DESIGNECOMMEI DED 2 I PHI LIP ',A. GU,5Tfi.FSON �y Obs. YY 1'h .i �+ C. S- S. 2333 tiAMNEER , AVE. CCaEr, Y-.,4- TYPICAL SECTION 19 ST. BTA. 20+50 TO STA. 24+50 DRAWN NOR86 CA. 91760 SHEET T 1 9.0 Gr .0 Jr. (714) 371-7041OF ( 2 CHECKEDC.E. No.- 13875 DRAWING N0. . , PlfTrs r DAT /6 d FILE No. 74 0 M.:L la P '/(10.09' 1 j ( ! j i I I I ( i 1 j I ! I j 1 I 0/1/ I I I ! ��) r i Q lod.'B 1 I I I p M i i I I I I i 1 ! 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'"(,�y `� �� E,Y/ST/HG PALM TeEEs CITY 0 RANCHO CUCAMONGA � ti � I W p � �� f ro BE,ecAlcvleo(4 417N--W) F ; ; O ? ::sic. +' .'�I ° ;. .. :%' 11) c N '/ _� PLAN AND PROFILE q \ \ ,� N �, ;:: .' ti 1 q N (- )� 6EE ,TOR~GPA/N o N W Ili 11 oEra/L 5/lEET / NINETEENTH STREET • r•• I - r �: :-11-• � � � w � RAMONA ;`, „ _: ;r,•• -• - WESTERLY OF RAMONA AVENUE N 1 f4 0 0 An✓E I UE DR - 79 - 06 �0� m PARCEL 3 OF P M. 3713 0� -%1 APPROVED BY // / DATE 11-,f',f3 '� CITY ENGINEER V R.C.E. No. 23889 U. W �, a �. p yQ {` DESIGN RECOMMEN ED ^Qpai t - 4 PHILIP A. GUS`rAFSON 13 g tis, ,r N ty I Q 4c S.5. 2333 HAMNER AVE YC/4 Eviy'a1cvr T ti � y ti DRAWN NORCO CA. 91760 SHEET - A op o c. s s. c�14r 3 1--7©41-_ _ 2 2 OF �� Q CHECKED I� / R.C.E. No' 13875 DRA-�WIN(' N0. . f'.A.G. DA iG /4 'V FILE No. -4 O % t-*