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HomeMy WebLinkAbout1856 WiLSON AVENUE COUNTY or BENCHMARK= 10074 c SAN BERNARDINO 2' BRASS DISC IN CONCRETE EDiSON VAULT "Iell� STREET STAMPED 'CITY OF RANCHO CUCAMONGA BM 10074 1987' AT THE NE'Iyy CORNER of z -0���, �� PROJECT SITE EAST OF CENTERLINE OAVENUE ond F�IMILL KEN AVENKEN UEand a Or�� 20-ft NORTH OF END OF AC BERM RETURN BANYAN STREETMILLIKE AVENUE /WILSON N AVENUE EXTENSION ELEVATION - 1514.456 STREET a a HIGHLAND a AVENUE MILLIKEN AVENUE- FROM 1380'± NORTH OF BANYAN STREET TO WILSON AVENUE ~ 19th O C EE C TO MILLIKEN AVENUE � WILSON AVENUE M DAYCREEK K ANNEL H * FINAL„FINAL �, INDICATES NOT USED , CITY OF - FR TO BE DETERMINED BY SOILS BASELINE ROAD0001T ENGINEER PRIOR TO FINAL _ APPROVAL OF THE IMPROVEMENT RANCHO CUCAMONGA PLANS. QZUJI ; SHEET 04 CONSTRUCTION ITEMS _ Y w3 I I 1K o Li --- I - i O PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL i- :-- -�-�- 1A PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGfrE BASE MATERIAL. VICINITY MAP i--='----- --- 2 CONSTRUCT 8' CURB do GUTTER, TYPE 'A2-8', PER CRY OF RANCHO CUCAMONGA STD PLAN 104. NOT TO SCALE I I CONSTRUCT 8' MEDIAN CURB, TYPE Al-e', PER CiTY OF RANCHO CUCAMONGA STD PLAN 104. CONSTRUCT 4-INCH THiCK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 QFNFR&L NOTES 10 i CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C, (UNLESS OTHERWISE NOTED) PER I H I PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN). 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF RANCHO CUCAMONGA AND LLI W ' Z; CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. COUNTY OF SAN BERNARDINO STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I = I CONSTRUCTION - CURRENT EDITION, INCLUDING iTS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL O i 7 CONSTRUCT LOCAL DEPRESSION, CASE 'A'. PER CiTY OF RANCHO CUCAMONGA STT) PLAN 307. BE FAMILIAR WiTH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, i CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CiTY OF RANCHO CUCAMONGA STi) 331. 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, i I i 10 CONSTRUCT AC SWALE PER DETAIL ON SHEET 06. REPLACED, RELOCATED OR PROTECTED IN-PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND COUNTY OF SAN BERNARDINO. i I PROTECT EXISTING UTILITY STRUCTURE IN PLACE. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMiLIAR1ZE HIMSELF WITH THE SITE REMOVE and RELOCATE'EXiSTiNG CHAIN-LINK FENCE AS DIRECTED BY OWNER. AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. i I I r'�l I 13 SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB 1!t GUTTER. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING i d ' ; ' DEPARTMENT AND THE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY I I REMOVE EXISTING AC BERM' ENCROACHMENT OR CONSTRUCTION WITHIN ANY CiTY OF RANCHO CUCAMONGA OR COUNTY I W I SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. SAN BERNARDINO EASEMENT OR RIGHT-OF-WAY. I W 1 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE i i SAN BERNARDINO CO REMOVE EXISTING WOODEN BARRICADE. SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WiTHIN 0.01-FOOT OF SUB GRADE ELEVATION I REMOVE EXISTING CATCH BASIN. 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. I -r REMOVE EXISTING PCC CURB AND GUTTER. G. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAiNS, OR CROSSINGS SHALLI - I 3' v I l {� .., , � > , , , > .wr �. �� 19 INSTALL 24' RCP STORM DRAIN. BE CONSTRUCTED PRIOR TO PAVING. Iu [ ! + ! t •+•+ • a�� ' 7. COMPACTION TESTS ON EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND RELOCATE EXISTING UTILITY. AND ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A r CONSTRUCT CURB OPENING CATCH 94SN WITH 38' MH COVER PER CiTY OF RANCHO WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR w �r �•Lj, ! O CUCAMONGA STD PLAN 300, W and V' PER PLAN. APPROVAL PRIOR TO THE PLACEMENT OR BASE MATERIALS AND/OR RESURFACING. REMOVE EXISTING STORM DRAIN PIPE AND STRUCTURE. e. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ui r L- --- - �J -- 0 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS u G o c CONSTRUCT CONCRETE COLLAR PER CiTY OF RANCHO CUCAMONGA STD PLAN 329. s AND SAND EQUIVALENT OF AGGREGATE BASE. - �� H ' - Q - N r- _, ���0 ©4 FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET 05: 9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER _ + �� U ©5 CONSTRUCT HEADWALL PER 58 COUNTY STD. DWG. 209 (SEE DETAILS ON SHEET O6). LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILIiY OIL CONTENT AND GRADATION N OF ASPHALT PAVING. ) ' JIi _ U ©6 CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WiTH R-VALUE AND PAVEMENT TESTS TAKEN TO *1`" p !Q ENERGYPATOR WITH __.,, ... �,� � : : • }_�._ _ . �.,_ .., `'� Z © CONCRETE EDGESILL�IINDRG�EOTEXTILE FILTER� CFABRI BACKING. DETERMINE STRUCTURAL SECTIONS. + f 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSiSTS OF A ROCKY MATERIAL, - Q CONSTRUCT 8' AC CURB TYPE Dl-8 PER CITY OF RANCHO CUCAMONGA STD DING 104. TH � 1 0 _ , AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER Y p �� CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS E SUB GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB GRADE THAN THE NATIVE MATERIAL. 1 f - i DEPARTMENT STD. DWG. 127. (SEE DETAILS ON SHT. 06). rr 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB GRADE, A SOILS STERiLANT REGISTERED BY THEJ ' RELOCATE EXISTING SIGN. E.P.A. FOR USE UNDER AC and PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S J ,,. ® ']► y ''-y �� ��� RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. '' 31 INSTALL STREET LIGHT 5800 LUMiN MPS BY SCE PAiD ANS C00RDi WM BY DEVELOPER. { \ 32 INSTALL STREET LIGHT 9500 LUMM HIPS BY SCE PAiD AND COORDINATED BY DEVELOPER. 13. ESTIMATE OF OUANTiTiES IS PROVIDED BY THE ENGNEER ONLY FOR T 14E CONVENIENCE OF THE OWNER, _ Q THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE ! r'"' ' SUBMITTING A BID. ANY REM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY - -. i � INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 01 & LANDSCAPE ARCHITECTS PLAIN. LISTED IN THE ESTIMATE OF QUANTITIES SHAM BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF L APPLY SAND SLURRY SEAL PER CiTY OF RANCHO CUCAMONGA SPECIFICATIONS. WORK. - - - ' BERNARDINO CO CONSTRUCT CURBWG SIDE DRAIN OUTLET PER DETAIL ON SHEET OC - CO -2. AND CITY STD D107-C. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD No, 401 SHALL BE CONSTRUCTED AT EACH a� ,N T +� A N T)k N 8 T R E E T CITY OF RANCHO CUCAMONGA + 4 INTERSECTION. 4- INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. � 37 INSTALL JUNCTION STRUCTURE NO. 4 CASE 2 PER CRY OF RANC440 CUCAMONGA STD PLAN 333. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE INDEX TO SHEETS CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ` SCALE: 1' - 300' vaRrEs INSTALL 2 -6' DIA. PVC SLEEVES FOR IRRIGATION AND ELECTRICAL SE CE (MIN. 30' COVER). 16. WORK SITE AND EXTERIOR STREETS SHALL BE N A NEAT, CLEAN, WIZARD FREE, ORDERLY STATE W ly E'ly 40 �7�L 2' X 7 CATCH BASIN WRF�I TRAFFIC GRATE BROOKS N0. 2424 OR EQUAL THROUGHOUT CONSTRUCTION. SiTE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. P/L R/yy ( ) 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48-HOURS PRiOR TO EXCAVATION. 120' AND JUNCTION THROUGH TOP OF 48' RCP. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ¢` INSTALL CURBSIDE DRAIN OUTLET PER CRY OF RANCHO CUCAMONGA STD DWG 107-A. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT E. METROPOLITAN WATER DISTRICT 60' 60' INSTALL 117 X10'X6' THiCK PCC APRON. SLOPE 1% TI) CATCH BASiN MR. DARIN J. KASAMOTO 700 N. MORENO AVENUE (818) 969-7911 LA VERNE, CA 91750 13 47 60' Q COLD PLANE 5' WIDE, 0.12' DEEP TO MATCH EXISTING PAVEMENT, SEE DETAIL ON SHEET NO.S. B. VERiZON (909) 593-7474 O REMOVE EXISTING BARRICADE AND RE-USED PARTS TO INSTALL NLIW WOOD BARRICADE. 1400 PHILLIPS BLVD. F. COMCAST I VARIES 5' VARIES PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.131-A. POMONA, CA 91266 1205 DUPONT ST. (909) 469-6327 ONTARIO, CA 91762 SEE PLAN ADJUST ALL EXISTING VALVES AND MANHOLES TO GRADE. C. THE GAS COMPANY (909) 983-9895 (POR110N OF RED HILL) I 2 I ,,,,-' 10 QUIUrT1T1ES Sff01Ri HEREON ARE PRDNIDm ONLY FOR7W f�lV 1VENIET� OF THE OIRIER, 11iE OOIfTR1tC101t 1981 W. LUGONIA AVENUE G. ADELPHIA TV - 2R - _1.7R 1.77_ GRADE PER PLAN I NOTE. IS REQUIRED TO PREPARE HIS OMAN ESnMATE OF QUANRTiES AND SHALL RELY ON HIS 0" ESTAUTE DF REDLANDS, CA 92314-9720 1722 ORANGE TREE LANE % (909) 335-7715 REDLANDS, CA 92374 T1 - - - - , QUANTITIES MI PREPARING HIS BID. QRpFESSQ�y�� (909) 798-3588 X252 I FUTURE I SUFfVEY D. CUCAMONGA COUNTY WATER DISTRICT H. SOUTHERN CALIFORNIA EDiSON TYPICAL MILLIKEN AVENUE SECTION -� � - ATION �tio 10440 ASHFORD STREET 7951 REDWOOD AVENUE I HEREBY CERTIFY THAT I HiAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE RANCHO CUCAMONGA, CA 92729 FONTANA, CA 92336 DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE w RO8EIZT_R._OTTE_ (909) 987-2591 (909) 357-6581 Sta5l+25.00 to Sta 55+25.00± VARIES SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE FOUND. Cr 18. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL P L N.T.S. T. L - 9 E�ly w = 4 n No._.-0-3-_ P/L R/W 1QO INS'Dy.t FoL� Flta'('R FZO C�4RG C,rttCN 8r�51N fNSNRT' VY 24q2 3D Exp.�-�os-._ SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION 120' WWWAril r /4 T TA W►fyfN OP CA1tt+ lN FDR C-6• DEPARTMENT. FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND VfY � EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT WIPM =Z1' VSE 8 PiWZ2; 17F ZW�.11 2 IFIEc•'t`'5 OF M,*, f{M G gC I V i�• q�F 4Q' SHOWING THE LOCATION OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENCY 60' 60' WAgV M =71 IllIl Z f1 ECt'5 OF 30'74Wv z PIFfes of z¢O! TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN 13' 47' 1 60' WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. ' Q p�p GD!►��TRVGTtDA.) N(�:5, VARIES 5' VARIES 1 q �, I r SEE PLAN 4 ND•4 �$P - 5Hr- NC`. 1 --ti-*9D 44 3 ZlifQ3 �/� NOTICE TO CONTRACTORS �* 10 ®I KEVIsEHEADWALLCZNFiGURAT1vN ANTI Gxr�NP CMNM 60 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE - -2x - 2 _1.7% GRADE PER PLAN I - DESCRIPTION OF REVISION DATE CITY BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE APPROVED PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT r1 THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL I FUTURE �/pt LIABILITY OWNDORETHESE SPONSIBILITY SR THE UTILITY PiPES, CONDUITS OR STRUCTURES SHOWN OR 1 1 r ICAL MILLIKEN AVENUE SECTIONCI CITY OF RANCHO CUCAMONGA CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB Sta 55+255.00 to Sta 60+00,00 STREET IMPROVEMENT PLAN SiTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND N.T.S. T. L - 9 ^ ' NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ItU� ITvSTi4�.l Fig!L IL.T�� �� A GI�'C } ���N IU5!'R1 AND HOLD THE COUNTY, THE OWNER, AND iNE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, WILSON DROP wLer TYrr. ' TITLE SHEET REAL OR ALLEGED, IN CONNECTION WiTH THE PERFORMANCE OF WORK ON THIS PROJECT THE NGINEERR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, OR R/W 52' VARIES 43' RAN 1 !� C,DiJriT'RAIGT �'x ZDV �Ct>P�RA'P M1N1►'nv►►�'►► ItOC� DiN+�• � G~ OD MILLIKEN AVENUE/WILSON AVENUE EXTENSION NATU 6' 2' 32' 11' GROUND Underground Service Alert COUNTY OF SAN BERNARDINO - � 2-� 3 � 4' 1' 2' � APPROVED BY DATE _ 9 DEPARTMENT OF PUBLIC WORKS 7x M CITY ENGINEER R.C.E. 24953 O�FORE yo SWALE FROM �- 2 DESIGN RECOMMENDED o (� DESIGNED BY DRAWN BY CHECKED BY APPROVED BY: ovo Call: TOLL FREE STA 49+75.00 To ,D g STA 51+12.26 .�F.B./11�D.L. Associated Engineers SUBMITTED BY: FUTURE 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 1-800 DRAWN Val. (909) 980-1982 Fax: (909) 941-0891 SHEET RECOMMENDED/APPROVED BY ASST. 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MEN � !!!!! •.i.i : i f f.,. ! !! !!! ! !!!!!! !! !!!!!! ! ! • �■ laws! •' •• 3 ! • .. !! ! 1,. ! l el l 1 1! !! ! !MEM ! !! SOMEONE !m! MMmMMMMMMMEMM ! !!!!!! !!! ! !!!!!!!!! !!!!!!!! ! !! !!!!! �1114RHIN.i • E E •■ !!!!!! ! !!!! !! !!!!!!!!!!! • • � !!! !! ! ! e o im im a lmi ! • f i !! EMEMOS !!!!!! . !!! ! i . ! I = . SEE IFS: ' !!! !!!!!° !!!! !!!!!l !!!!!! !!!!!!!!!! ' !!! !!!!!! !! ! ! !!!! ! !!'! ! ! !!! ! ! !l����=� ���'�°�®eeEne�ei�li _ ! ; •. 111111111161M. IF '_ !!!!! !!!!!! !! ! !!! ! ! !!! !! ! ! ! ! !! !!!!!! 111111111CHIE is !!! !! !!! ! ! !!!!!!! !!!!! !!! ! ! ! ! ! • - !i!EMU Ems! INKIR ! !!! ! !!! ! !! !!!!! ! ! !!!! !! !!!!! !!! ! !! ! ! !! ! !! !!!! !!! !! !! ! ! !! ! ! ! !! 0 4 MENEM 9 ! ! ! !! !!!!! !! ! !!!!! ! !!!! ! . - n* '•• . i • . ■ - • L • i PEP ® • •i. ,li� /r�/ r �iiJE" yiXi iiy i•'Y ��t._ - • • 4v ff [ . 1 1 / , ` . 1 / 1 / lig , ' 1 1 . • • • - • as • • • • • • 1 •1 / • 1 • • • / 1 • ' • • 3 won-us • • • • Lill ■ Rut- 11011 1 BENCHMARK= 10074 2' BRASS DISC IN CONCRETE EDISON VAULT STAMPED 'CITY OF RANCHO CUCAMONGA BM 10074 1987' AT THE NE'Iy CORNER OF HIGHLAND AVENUE and MILLIKEN AVENUE, 30—ft EAST OF CENTERLINE OF MIWKEN AVENUE and 20—ft NORTH OF END OF AC BERM RETURN ELEVATION - 1514.456 i - N-A 2-I4 OR # SEE NOTE 2 rT� t0 CONSTRUCT AC SWALE PER DETAILS HEREON. ©5 CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 SEE DETAILS HEREON. #4 OR#5 12" O.C. EA. WAY i SEE NOTE 2 - � A REINFORCING DETAIL E PLAN HEADWALL SHALL BE MONOLITHIC LAP ALL BARS AT CORNERS 30 DIAMETERS KT'S` IN NOT CONTINUOUS. ! INSTALL CHAIN LINK RAILING TYPE 7, PER CALTRANS STANDARD PLANS B-11-52 HINGES (EYE BOLT MBEDED ON CONC. AC SWALE FS ELEV TYPICAL. ?'1 M'IX PER PLAN FLOW LINE AC ROADWAY ASPAOCK _ FINISH SURFACE EYE BOLT do EAR $ • TYPICAL. GRATE (#5 GALVANIZED STEEL BARS I—I I I WELDED O 5" SPACE (H=54", W=50 ) c0 TYPICAL EACH PIPES, INLET BARS SHALL PLACE VERTICAL POSITION 2' S• AND OUTLET SHALL BE HORIZONTAL. 2- 5 #4 OR#5 12" O.C. EA. WAY o + W SEE NOTE 2 4w o 0 w w t N A.C. SWALE V` , AL MIN K TYP. 3 TYP. Vi 8" RC IN 48" RCP ::._. 00 ' (V 1 2-#40R #51 j CONTINUOUS BAR INVERT PER PLAN SEE NOTE 2 90' BEND #4 OR#5 12" 8. O.C. EA. WAY SEE NOTE 2 i I ELEVATION - TRIPLE 48" RCP HEADWALL 5' SECTION A-A CSDPLAW CONSTRUCT PER , NEW AC PAVEMENT `SM N� SM. DWG. 'EXIST. AC PAVEMENT­\ .12 DEEP FINISH SURFACE N.T.S. 0.12 _ f COLD PLANE SURFACE TACK COAT I NOTE& JOINT DETAIL FLM 1. ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH "A" GRADATION IN ALL INVERTS AND 4000 PSI WITH "B" HINGES (EYE BOLT) PFE DIANA. L E W GRADATION FOR ALL WALLS. EMBEDED ON CONC. 2. CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES 24" 4'-9" 2'-8" 4'-0" 2'-6" BOTTOM CONTROLS, SPLASH PAD, AND OTHER PROPOSED 1 30" 5'-5" 3'-0" 4'-6" 3'-0" STRUCTURES SHALL BE 560—B OR C-3250. HASP/LOCK EYE BOLT & EAR 36" 6'-0" 3'-4" 5'-0" 3'-8" 3. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W" UP TO 60". ABOVE "W"=60" NO. 5 BARS SHALL BE USED. 2" MIN to 42" 6'-7" 3'-8" 5'-6" 4'-2" CLEARANCE 30 DIAMETER, LAP ALL STEEL. 48" 7'-3" 4'-0" 6'-0" 4'-10" GRATE ZED STEEL 54" 8'-2" 4'-6" 60-90 50-4m 4. ADJACENT SLOPES SHALL BE 1 1/2 TO 1 OR FLATTER. BARS) WEAL EDL O 5� SPACE TYP. 5. MULTIPLE PIPES TO BE SET WITH LONGITUDINAL CENTERS I 50" I DESCRIPTION OF REVISION DATE CITY 1 2/3 DIAMETERS APART. �� �' APPROVED 6. ALL EXPOSED CORNERS TO BE ROUNDED 3/4" RADIUS. TRASH RACKS DETAIL CITY OF RANCHO CUCAMONGA 7. W SHALL BE INCREASED WHEN MULTIPLE PIPES OR PIPES N'T'R STREET IMPROVEMENT PLAN ON SKEW ARE USED. DETAILS SHEET for MILLIKEN AVE. and WILSON AVE. QRpFESS1pNq� ; COUNTY OF SAN BERNARDINO Fti APPROVED BY DATE `� l� l O -- Underground Service Alert DEPARTMENT OF PUBLIC WORKS CITY ENGINEER 001--1 C E G NEER R.C.E. 24953 FORE y, _ " ROOM It � RECOMMENDED I DESIGNED BY DRAWN BY CHECKED BY APPROVED BY: DESIGN Associated Engineer C811: TOLL FREE9 I U� SUBMITTED BY: NO. . 6-3 JF.B.1k..D.L. 11 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 ►�� 1-800 Exp. s-3o-o5 DRAWN ve> (gar) 1se2 Fac (jog) 94�-ael�1 - I 422-4133 RECOMMENDED/APPROVED BY ASST. DIRECTOR OF PUBLIC WORKS DATE ,j}� C+v'y ��Q EpdouglIcsfanm �,,, SHEET lF OF CA1�F�W �LF.N'�./A/.D.L. 06 OF 07 CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIGRCE No.: LAND DEVELOPMENT ENGINEER AT DIRECTOR OF PUBLIC WORKS YATE I PAL D. DATE: 0 1//JlZ FILE No.: 99075 ' This plan is copyrighted by Associated Engineers, Inc. — 2000 i