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C/T Y Of RANCHO CUCAMONGA GENERAL NOTES : TREET ARR W HIGHWAY 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR T. ' ST. 15 PUBLIC WORKS CONSTRUCTION - CURRENT D T ONTkn TOR SHALL BE ifT E 1 ION C CFAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE ;_ SL a� o. STANDARDS AND SPECIFICATIONS. E �" < A.T. A S.F. Ft.Ft. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIPSD. TELEPHONE OR POWER e' ."" 5 '` POLES. WATER METERS. VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT I NPROVEMENT P L A NW SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN c ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE � 4+ > > REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST a a TO THE CITY OF RANCHO CUCAMONGA. FOR TH 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE o o0 z HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY _J z z _ DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY th } m z � Y FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN `§' i ac a _JJ > _ ON THESE PLANS. > W r~- 4 TH 4. A PERMIT SHALL BE GBTAINED FROM THE CITY OF RANCHO CUCAMONGA - -" ----- -- ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION C/T Y 0/ ON TARIO A, ro WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PROJECT SIT F ::�) 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION. AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED _ BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER' S NOTICE ` 1O 6. ALL SEWER. WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS, 1 . CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE MAINS, OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE �� OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. •"I^V iNITiY 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED COMPACTING ORIGINAL GROUND. AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY N 01 TO SCALE T N T' A WRITTEN REPORT W TH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL A 0 COST TO THE CITY OF RANCHO CUCAMONGA. A WRI EI LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. S. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS ARE INDICATED WITH THEIR APPROXIMATE LOCATION LEGEND CONSTRUCTION NOTES & QUANTITIES AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO /,PE L/yO,P4NT SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE STF2I- T COMPLETED TO VERIFY, SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED 5`7, 7- G/GX/TS' OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANC� N3 )TEAM G?t.tANTITY UNIT WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED p 5T.P�-,F7` S�tSw 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR �� GorLST.P�/CTBG�/PB�GY/TTE.E'�F•PC/TY 5T0 303 G 70o L- TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. I T SHALL BE ' � .� +�G 2 coT�UCT 3 Act¢ gnsE ax�25F o�E cz �2 APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL �,EyV SwEtv4[,r cOM�gCTEp�CBC�rP.4L2 �� �E/ _ /l�T 2Sf/_T / 22>�pCV `>`•� UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3 .c?���✓� 8 GY/�B �Gv�'T�R /, /SO G•F 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS P-4Z VE _ a RESPONSIBLE FOR. OF A ROCKY MATERIAL. THE SUB GRADE SHALL BE PREPARED BY REMOVING 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RE ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. SAN/?A,Py - PRESS l ONS SHALL BE FILLED W1TH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED ` co�v.5 7A-e1(5-,r 6 CU.PB-45��C/TYSTo gyp/ 92o c.� �pj1/ST G' T�P.4�� BETTER THAN THE NATIVE MATERIAL. BY THE PREPARER OF THESE PLANS. ,gs�FpC/ry sro 3�4 . E-4- 12. 1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- I' R TS CONTAINING ASBESTOS DUE TO STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CEMENT WATER PIPE OR ANY PODUC CON NG AS I I SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION 8 .rzE VE ,4.c PA✓FM��/T 2?,G� 5.` FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- 9 -L OC4 .�/.PE fIvG��4NT TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL ¢ E'4 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN- SHALL FOLLOW ALL OSHA L EPA GU 1 DEL 1 NES TO MINIMIZE HEALTH HAZARDS. O REit�lovE �,Y/5 r/�vG a�G i rilJG,� 7 •� DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. // �o�VST�PIicr 5/dEw.o�.� �i P G/7Y 32 O S� ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 1 NCLU- PAS ,ynrE cows�,P c �E oo�o DED IN THE OTHER ITEMS OF WORK. E4- 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND l4 G it y STS 7 ¢ �Q 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 2 3 qc/4 8, 5E c:;r, Cj Fa� - 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM STREET LIGHT CONSTRUCTION NOTES & QUANTITIES RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 11VVE57/(5411-;V / 4WTEO M,4Y2¢,/'99-_71 GTN088-3/-533-0/. DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL ,57 DURING TO BE 1�E.21,474�1-2,BY SO/LS ENG/NEE,CF /A/ NO ITEM O UANT ITy UNIT BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. pi24�E- INS1'ALL 22,000 L lil'SV SIIfE T LIGHT ON A TYPE 15 SIGNAL AND/OR 16'. WORK SITE AND EXTERIOR STREETS SHALL BE 1N A NEAT. CLEAN. HAZARD LI=ING STANDARD POLE WITH 15' LI) MJA7RE ARM, 2" OONDUIT SWEEP, AND FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SMALL BE CLEANED O F�JNDATION PLR CA1:ITW4S STANDARD PLAN #ES-GB. SIRE SHALL BE UPON REQUEST OF THE INSPECTOR. CUMF1-' 'IYPL' WI11i 11KyME1EC1'RIC UNIT. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 29-5-80 SIGNAL AND/OR EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING, LIGHT NG STANDARD POLE WITH 15' 0*11NAIRE ARM, 2" CDNDUIT SWEEP, AND A. GENERAL TELEPHONE (8001 422-4132 LaNLY=N PER cALTRANS STANDARD PIAN WES-GRA. Ii RE SHALL BE FOR UNDERGROUND SERVICE CITIOFI' TfPE WITIi PfH0TOE1F,=C UNIT. B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 N SIRLZT I-JQf1'S (9500 LLAEN HPSV) TO BE INSTALLED BY SOUTHERN 2191 E. BIRCH STREET 0714) 529-7070 O CALIFORNIA F.DISON. DEVEIfJPII2 to COORDINATE AND PAY FOR C06T OF BREA. CA. 92621 INSTAU ATION. C. CUCAMONGA COUNTY WATER DISTRICT (7141 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA. CA. 91730 D. PACIFIC TELEPHONE COMPANY (7143 999-5639 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT NOTE : SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN COMPLETED: ALL ON-SITE IMPROVEMENTTS QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. INCLUDING ALL GRADING HAVE BEEN COMPLETED: AND ALL UNACCEPTABLE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE TO BIDDING AND CONSTRUCTION. SATISFACTION OF CITY ENGINEER. CONSTRUCTION NOTES FOR STREF:'r TREES 1 . All street trees are to be placed in accordance with City Standard nol . THESE PLANS HAVE BEEN REVIEWED,CHECKED AND APPROVED BY / A :56 UIL T BY 1-10,P/Vye4 SSOG., //I/C. All street trees shall be staked and planted according to City LEAH A. CARTER � - DATE f-/Z -82 DESCRIPTION OF REVISION OATS CI tv Standard 605A. RCE 41879 EXP. / /92 ►PROD S. S,,il fertilizing and conditioning shall be in accordance with DESIGN TEAM / ) �'� �� RTO �� � tiectirn 21_'-1 . 2 of the Standard Specifications for Public Works FELDRONIO ESPER ^7A LINDA LEMON (.onstructiun. INpe 1 organic soil amendment shall be used with JEFF STEM JIMSON GUTIERRE� the ratio of 1 part organic amendments to 3 parts native soil . All amendments are to be thoroughly mixed prior to backfilling. STREET 610RVEMFNT PLAN S 4. Fertilization of all street trees shall he per the reo mmmenda- F P g tions of an agronomic soils report furnished to the City MILLIKEN AVE. RIGHT RNLANE WIDENING K P - TA. 19+ 10. T (STA. + inspector. S 22 O S 5 62.83 / OT�'.�1L[ ASBCJ/LT p.QT,4 S�/Ot�✓�t/ 6Y '�o s hall be planted where the center of the trunk is O/v 6 STREET RIGHT LANE WIDENING & .MEDIAN 5. � street trey s 110,flV#'.4S SOC.,/�f/C. W.�iS P�POV/DEO - unless other-than three tees (3' ) to the Lace of curb, Ro>:Essl STA. 53+50.0 TO STA. 59+-24.26 wise noted. _ _ _ Z5 Lf4,41 A. C,4RTE�,.CCE'41679 OU�C//N/h COQ 4�+q/ �U 'i CO/VsT.PUL T/O// �� r �q �' APPROVED BY'. DATE.' b. All street trees are subject to inspection and acceptance by a � � y t v``; \F'yi� ` E� ��r" CITY ENGINEER - RCE. N6. the City "engineer. _ DESIGN !� ®* 2%00R�wbr..... sMn-loo k1lCO4101CNe.4956OG. ,/it/C. FL r' a.- # - L.J.� SonbAr,a, y , r I LAP. 3 7•I"'� A�l .4TE ��� f0 !� 4�' R six �, aso pro � C �, ; DRAWN J.M.G '` � a �� SNE T �C•E 7Z4 1,91 !Y t Q o f s OF CALVE EXP/APES /Z-3/- 92 CHECKED DRAYIIIjji NO - LEAH A. 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