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Home My WebLink About2307-D GENERAL NOTES: BENCH MARK: N0. 10032 BENc MARK IINT. F 15 BASIS OF BEARINGS: 2' BRASS DISK IN CONCRETE WING WALL iC.S.M. - THE BEARING OF N8T56'04"E ALONG THE STAMPED "CITY OF RANCHO CUCAMONGA BM . • O & MtILER. CENTERUNE OF VIA VENETO DRIVE AS SHOWN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY - - --` - - - "" - - --_- --- ,. 1 230 10032 1987 AT NE CORNER OF FOOTHILL BLVD ON TRACT N0. 15711-1, RECORDED 1N BOOK OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS - AND EAST AVE, 5 FT SOUTH OF NORTHERLY END 278, PAGES 96 THROUGH 103 OF TRACT MAPS, FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOROF WING WALL OF BRIDGE ACROSS ETIWANDA CR. RECORDS OF THE COUNTY OF SAN BERNARDINO, ELEV ELEVATION: 1195.431 _ ION: 12 .10 FEET _ IN THE STATE OF CALIFORNIA. SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE _ TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. - - 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER MiLLER AVE POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 0' SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN0 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE i FUTURE F.S. REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO I I m m COST TO THE CITY OF RANCHO CUCAMONGA. j I HGL + Of� 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE X 'k HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY1 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY VIA VENETO L • FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ) Q$b �zj) (' ON THESE PLANS. ! PiPE _ _ J �1h ....�C" _ 1220" Q Nti- 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 1 " ad - - - - -- - - -_ HGL FC.B. UTURE� Fi(EAST5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. FUTURE C.B. AVE S•D• V=7.0'PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT V=4.5' _ .. <100 YR W=3.5' GARCIA ISR. POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE Vy - �" - - - _ THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED rt M" - _ d RCP BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. aa401 1 of ad at PIP 'w end �M ��w f 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTIUTY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. D � r719p • aW - t 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRfTTEN REPORT WITH IComo ams _ " `� *. JIN^STALL_ , 'F 4-RCQ-12 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER C4 T. a S=0.5665 I 1210 FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ., SURFACING. .' '• Y1•; ',) 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED :� > TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED - g TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT ; `$ PAVING. yAq�e1`i IFOOTHILL BLVD. N + 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- 1xx GBN u �qrm JA iimoi to 9, TIONS COMPLETED VERIFY VALUE, SIEVE ANALYSIS AND SAND PROFILE VICINITY MAP EQUIVALENT OF AGGREGATE BASE. ` 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT HORIZ 1"= 40' 1"_5W' TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION sea VERT 1"= 4' OF THE STRUCTURAL SECTIONS. �� „' � `•rwE 1200 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS a" M~) PLAN 1"= 40' OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 3+00 2'+00 1 +00 0+00 ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL. VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A ' QUALITY BETTER THAN THE NATIVE MATERIAL. L Typo V down tat "0"ad IOrar so1�AN COUNTY 12.117 THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 3B" to im appl+arad a f0 00 by me FLOOR CONTROL l"xmCT � STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. am n am SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED -See � tweddRlomal infamolion. C.L a-'943 / // F- RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE g•P I76A / Q 1 \ ( I CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HiS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A / // w BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT A SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A LL - - - - - - - - - - -I AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15.CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER FROM ` \ I +,I I I O RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED \ \ FUTURE / F- DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS % \ I I W SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL \\ �� C.9. /�� 7 I Z ABBREVIATIONS: \ i, / I l l ; 16.WORK SITES AND EXTERIOR STREETS SHALL 8E IN A NEAT, CLEAN, HAZARD FUTURE 15'- i PUBLIC UTIL. EASEMENT I J J ( BC - BEGINNING OF CURVE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SiTE SHALL BE CLEANED �' �� Q EC - END OF CURVE ` - UPON REQUEST OF THE INSPECTOR. % � ! -�� - - - - - - - - - '-1 FUTURE - I > BCR BEGINNING OF CURB RETURN 17.19ATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR \ I 24"RCP I I ECR - END OF CURB RETURN TO FILL PLACEMENT. \ �% \ \ FUTUREI VC - VERTICAL CURVE 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS FUTURE CATCH BASIN I --30- 1 BVC - BEGINNING OF VERTICAL CURVE PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 8"SEWER ♦Q FUTURE I I MVC - MIDDLE OF VERTICAL CURVE PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. REMOVE EX. CAP L % \ CURB&GUTTER ) I I I EVC - END OF VERTICAL CURVE CONNECTTOEKlq'SD. ` " \ INSTALL I MOC - MIDDLE OF CURVE A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 818 969-7911 EX. YERVV62307 ��' ./ \ ( ) CAP 3 1 CF - CURB FACE \ , - MR. JAMES FREI R/yy\ CIL CENTERUNE FOR BASE LINE ROAD CONSTRUCTION \1 EP - EDGE OF PAVEMENT B. VERIZON TELECOM _J 20+90 S.D. FL - FLOWUNE (909) 949-8108 2 N898°00' - ' BEG. TRANS. FS - FINISHED SURFACE P.O. BOX 725 CHINO, CA 91708 PB - GRADE BREAK - PROPERTY UNE C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 1981 W. LUGONIA AVENUE m 6.61' PRC - POINT OF REVERSE CURVE REDLANDS, CA. 92373 OINT NO Ot'14*N - — - - - — - - TC - TOP OF CURB - - - — - — R/W - RADIUS SIGHT OP WAY D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 CL S 29+08.99 EAST AVE 10440 ASHFORD STREET J #3:A=90° 1 RANCHO CUCAMONGA, CA. 91729 PROP. 12'X4'RCB =INT VIA VENETO DR. TR - TANGENT RATE E. METROPOUTAN WATER DISTRICT (909) 593-7474 SEE DWG. 2295-D-1 EAST AVENUE FILE: ROVV2011-00500 700 N. MORENO AVENUE LA VERNE, CA. 91730 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 EX. 7951 REDWOOD AVENUE RNV 170NTANA, CA. 92336 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CO 19.7HE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO Z SHALL NOT BE PLACED UNTIL ALL UTILITIES dC UTILITY LATERALS WITHIN THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE GRAPHIC SCALE ( TRI o9G �vIU vl" S.D.-1tOW O�Z•l�oo) a THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 40 0 20 40 80 F- PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE I I I REVIStou Q► ONi t( DESCRIPTION o f R E VI S I ON DATE APPROVED PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY mmmmmw THE SATISFACTION OF THE CITY ENGINEER. FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE ( IN FEET ) W CITY o 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, °`�WI"� 1 INCH = 40 FT. f RANCHO CUCAMONGA THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS �`!� SHALL BE LOCATED BEHIND THE SIDEWALK. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE p- z RESPONSIBILITY FOR THE JOB SiTE CONDITIONS DURING THE COURSE OF y"'" ft TRACT 18096 CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND AkQON T.SKEW, P.E• DATE PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL AAl oN x. Exr• 9/30/13 OFF-SITE < WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD Q THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CONSTRUCTION NOTES QTY STORM DRAIN IMPROVEMENT PLANS O EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Ot CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY STD. 332 1 EA F- U) 2O Underground Service Alert CONTRACTOR SHAL.LVERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT INSTALL 24" RCP STORM DRAIN PIPE - 1250 D 8 LF APPROVED BY: l' - --. DATE:/,//7&® w_ ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 CONSTRUCT TEMPORARY BRICK AND MORTAR PLUG (PIPE CLOSURE TYPE B) PER SBCFCD STD. NO. SP 176A i EA CITY ENGINEER RCE: tr3 6.7 Z w CALL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DESIGN Prepared Under The Supervision Of: R ENDED p TOLL FREE DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS . ATS ENCOMPASS ASSOCIATES, INC. 1 -800 CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. No. 82169 CONSUL77NG CML ENGINEERS CD 227-2600 * No: 9-90-19DRAWN 5699 COUSINS PLACE SH tT o # RANCHO CUCAMONGA,CA 91737 CID CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE ., ATS (909)684-0093 1 1 TWO WORKING DAYS BEFORE YOU DIG BOXES, UTILITY BOXES AND UDS, ETC. �4�OTIVICA 4 CHECKED '-'� OF U RCE No 62183 DRAWING N0. Ate' SICEERS EXP. 9- 0-133 2307-D � DATE >>' Z '•' FILE No JA103-208VStwm\sd-0lfSite.dwg, 1112/20118:43:20 AM, 1:1