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HomeMy WebLinkAbout821 f; 1 i 1 i ' 1 ESTIMATE OF QUANTITIES GENERAL NOTES /. 8 ~ P. cc- Cur-.b € cz f -/A& - 5fd. /Vo. 303 4'155 L.f- 1 • ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND TH STANDARD SPECIFICATIONS FOR PUBLIC WOK ON CURRENT 2 8 " A. C. O�'/cc • Sfd. /Vo. 3/3 5/5 L.� EDITION . CONTRACTOR SHALLFAMILIAR FOR ADHERENCE TO 4" Sidcwo �c THESE STANDARDS AND SPECIFICATIONS. 4. 8' PC.C. Cross Guffcr rirrc•ludirq Curb) 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER METERS. �• S�rccf Excovofiorn VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY C. Prcporc:7fior-7 of- _-5c_1657rr2&m 53,4505 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 7. Ae half Concre �c /6/0 Tons REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO NINETEENTH } SEE SHEET Na• REST 8 /.' h 1c:k Qvcr /oy CUCAMONGA. X9.10 5.� r - - - .9. Str-e-cf s ( L) . 2 Eoch 3. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE L1c�hf �2cmo vo/ of � 930 S.F SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVA- TION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED /l. Sfrccf Siyr7� / Eocf► BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. /2. Cuf/cf Sfrucfur-c - �'fd No. '¢ 4• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE ILLS /3. Qcmovc Evco/yPtvS Trccc L 5 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY W �►, I a /4. SfoP Sig n / Eocf► OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. /od5 �9n S. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITH CITY OF RANCHO CUCAMONGA EASEMENT OR 17. A22,300 C.r RIGHT-OF-WAY . WILLOW WOOD DRIVE 18. S- reet LlghtS (9500 ) 10 Each 6. COMPACTION TESTS OF EMBA*KMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- GINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SCALE I"' '1bO a 7. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- a f _ TR. 11173 NEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND W GRADATION OF ASPHALT SURFACING. a 8. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. J THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A wG + QUALITY BETTER THAN THE NATIVE MATERIAL . W 9• IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERILANT REGISTERED BY • Q THE E.P•A• FOR USE UNDER A.C. AND P.C. C. SHALL BE UNIFORMLY APPLIED AT THE , Z MANUFAC- TURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 10. ESTIMATE OF QUANTITITES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE W DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID• ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECI- FICALLY LISTED IN THE ESTIMATE OF QUANTITITES SHALL BE CONSIDERED AS INCLUDED IN THE W • OTHER ITEMS OF WORK. a 11 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE. S THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 12. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. WOO EAF DRIVE 13. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY+ R-VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. Ih 1 , 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR O a APPROVAL . 80thVDQRY lz TRACT o -- 1S. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- STRUCTED AT EACH INTERSECTION . o t 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWINGt A. GENERAL TELEPHONE (800) 422-4132 . FOR UNDERGROUND SERVICE - �l B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 W ' 2191 E. BIRCH STREET (714) 529-7070 ACACIA KNOLL DRIVE BREA. CA. 92621 C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 W a RANCHOACUCAMONGA. CA. 91730 D. PACIFIC TELEPHONE COMPANY (714) 999-563 S CC r TR. 1/173-1 0 Q m uj W DC • t QUc • a CITY OF RANCHO CUCAMONGA BENCH MARK NO. 33 ELEV. = 1397.71 PLEASANT VIEW DRIVE FD. CHIS. " 0" ON SOUTH END 3RD STEP, FRONT OF AMERICAN CAN CO. BLDG., EAST SIDE YST , NORTH OF LOMITA DRIVE- W AMETH / O W V o a 4' FROM ALL ELEVATI ONS SHOWN a. NOTE • SUBTRACT 0.1 HEREON TO BE ON CITY B.M. _VICTORIA sEE SHEET 1'40. 2 ' STREET CONSTRUCTION BENCH MARK � Son 8c rnordi no Co. B. M. /Vo. Al -249 Chis "o ' i2cu6blc Cu/-6 t4cfurn of SE i a Corner /J fh Sf. �` ,Qornono Avc. E 1cv. 14162. 27 Oec froycd ,Jorma., /-5' r7 j TRACT • SITECore�r•uC tion B.M op of West Curb o f A rod i6,::7/& INDEX MAP Avc. .50':t Mor-f/7 of Sou4h T_ocf Boundary E An-v-. /429. 55 • CITY OF RANCHO CUCAMONGA At IMPROVEMENT PLANS v VICTORIA STREET t TRACTS 11173 & 11173-1 t _ 0 GENERAL NOTES INDEX MAP VICINITY MAP, BENCHMARKS ac SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR AND ESTIMATE OF QUANTITIES _ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. , APPROVED BYDATE 7-IZ-B3 INCLUDING SAFETY OF ALL PERSONS AND PROPERTYt THAT THIS REQUIREMENT SHALL CITY ENGINEER R. C.E. NO. 23889 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSt AND THAT -THE ENGlN-.VICINITY MAP EER HARMLESSTHE OFROMAANYLL DANDNALLD. ILIDABILITYEMNIFY ANREALOLORTALLEGEDHE R IONNECTION DESIGN ASSGCIATEO ENGINEERS RECOMMENDED SCALE. I"--5C0 WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY A.E • 316 EAST E STREET CCa angineefinq ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DRAWN P.O. BOX 9419 SHEET ONTARIO. CA. 91761 (714) 986-5818 I OF 5 CHECKEDR.c.E. 23814 DRWG. NO. C). A4.Z:)'. DATE & -tZ-b3 FILE NO 76 120C BZ1 _.. r . . _ T 7�� F �� l� lTltl 1 1 'II ( is # 1 ... 3. 'jj1 + ' j :€� { I + f+F, 11, 1 + I I (I"I ff x �,_:,. r....,... I i f ' ... ..:...i..... `�._.a..'- .,,._ _ _ -- ' _ ,.._. ' a-.-t- ._ i ..1...._L + ! I E:..i k i :i 1 t p A....... r f t • I F E 1 `i ( { { �i � i' I i• 1 Y , ...;}.. :.F. .«i,, .,. }.., ,.�.�.+ j ' a..3 }iw-,-«,�-, i �._'. _ ..3+ }ijT'i 1 ! [,T --"-�'-��. 'j} ,I 1� i. 1 f t# ! '� _ l)ti l�il f I- j��il � ;i� 't i a I i1 I I. ,. �� .. -. li: :I I II l,. I' 3 � )7 (' i)3 j( (k ;I. 1 I i, I:I,'I j,iI;, •i :I!I�I il: }: t V i __.•s,,..« [ F «.�4Y..... !. of € �: Imo.:-. .. ( _{. i , r i i t j 1 ' ' i i I E f- I' . ...._ :. # l :� 1 1 f .E- i a ; '' ! 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