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HomeMy WebLinkAbout1889 CITY of RANCHO CUCAMONGA GENERAL NOTES N f ALL WVRKSHALL BFDOIVE/NACCORDAArEWIIH PESEPLANS, 7NEC?YOFRAAtMCUCAM0NGASTAAf0ARDSAA4D 115E STAMDARD SPECIF/CATIONS FOR PUBLIC WVRKSCONSTRUC770N-CURRENTED/r/OM INCLUDING/TSANNUAL SUPPLEMENTS OFAMENOMENTS COW7RACTORSHALL BEFAMILIARWITHANOSHALL BERESPONSIBLEFORADHERENCETOTHESE STANDARDSANDSPEC/FICAT/ONS hNISOF ,C r \ 2 All PIPEL/NES OR SUBSTRUCTURES OFANYK/AD AR EPHONEOR POWFR POI ES, WATER MEIFRE VAL VES FWFHIDRAN73: EIC SHOWN ST S TREE T A ND S TORM DRA IN IMPRO VEMEN T PLA NS OR NOT SHOWN ON THESFPLANS WITHIN 7NE RIGHT-OF-WAYLIM/TS OR/NADJACENTAREAS WHERF IMPROVEMENT KVRK/S TO BE DPROONE CT SHALL BE 7HE REMOVED,REPLACEDIN,REL OCA TED OR PROTECTED PLACEAS REQUIRED AT NO COST TO THE CITY OF RANCHO bW" A 9 OCA 7_101V CUCAMONGA. OR, sr 3.ANYC0N7RAC7VRPERF0RMINGWVRKONTHISPROJECTSHALL FAMIL1AR12FHAMSEZFWITH7NE9/7FAAV SHALL BESOLELY 3 a Asr RESPONS/BLEFORANYDAMAGETOEX/SRNGFAC/LI77ESRESUZ77NGD/RFC77YOR/ND/REC7ZYFRO4f HIS OPERA710NS, WNEINEROR i W BANYAN Sr TRACT No . 16237 NOT SUCHFACIL/TIES ARE SHOWN ON THESE PLANS. h 4 APERMTTSHALL BEOBTA/NEDFROM THE CITYOFAANCMCUCA40WAPCIBL/CWt)RKS,ENGINEERINGDEPARTA*WPRIOR70 ANY ENCROACHMENT OR CONS7RUCRON W WWANYC/TYOFRANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WA Y 5.ALL GRADESTAKESSHALL BESE7'BYII[ECONIRAC10RORENG/NEER PAV7NGSTAKESSHALL BESETATALL HAGEPOI/VIS, EDGEOF \ A PAVEMENTPO/N7SW77H/NO.OfFOOTOFSL/B-GRADEELEVA770NANDATNOTAfORE7HAN50FOOTIN7ERVALS AD0/7701VAL PAVING STAKES 30 D MAYBE REQU/RED BY THE CITYENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. r rN sr 30 1 SIGNING STRIPING NOTES: 6.ALI SEWER, WATER,EZECTRIC,GAS,PhVWOROTHER UTILI7YLATERALS MAINS OR CROSSINGS SHALL BECON57RUCIFD PRIOR TO PAVING a N 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM 7 COMPACT7CW 7ESTSOFEAIBANKMENTCOASTRUCnON TAEAC//BACKFILL,COMPACTINGORIG/NAL GROUNDANDALL SU9-GRADES SHALL \ M r, TO THE CAL TRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL,AND MAINTENANCE MANUAL. REGULATORY BEPERFORMEDATNO COST TO THE C/TYOFRANCHO CUCAMONGA. A PWITTENREPORTW/TH THESECOMPAC770N TESTS SHALL BE \ L P N D Su 1 AND WARNING SIGNS SHALL BE MINIMUM 30"ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" SUBM17TED TO THECITYENG/NEERFORAPPROVAL PR/OR TO 7HEPLACEMENTOF BASEMA7ER/ALSANDIOR SURFAC/NG EX/S T/NG SUR I/EY MONUMENT& TION 5�° Mick R m ELSEWHERE. WltSOIN \ �� aK ( AVENUE8 AT INECOM°LE710NOFPAVING,AMAIERIALSREPORTSHALL BESUBM7'77ED 70 THEC/TYEA0GINEER I S77NGALL TESTS OR F � /HEREBYCERT/FY 7NAT/HAVE/DENT/F/ED ALL SURVEYMIONUMENTS OF RECORDS(SJ �P O p -- -- DETERMINA PONS COMPLETED 70 VER1FYS7A81U YOIL CONTENTAND GRADA77ON OFASPHAL TPAV/NG. THAT COULD BED/S7URBED BY THIS PROJECT ALL SAID MONUMENTS WH/CHCURREAW Y m Z _ _ ... _ _ __ 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED UNISTRUT POSTS Vicinity Map EX/SrINTHFFIRD ARE SHOWN ON7HESEPLANS AND ARE DESCRIBFDASFOIL OWS: Exp. 06/30/05 - -- AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGNPOSTS SHALL BE2"X2"AND OF SUFFICIENT LENGTH 9 PR/ORTO/NSTALLATAONOFANYPAVING,AMA7FRIALSREPORTSHALL BEStRMIITED TO THECITYENG/NEER L/SM)GALL TFSTSOR NOT TO SCALEFouND MorouMENr Ar THENORHTEAs7FRl r coRNER of rRAcreouNDARr. O O I TO EXTEND FROM THE TOP OF THE SIGN(S)TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE DETERMINATIONS COMPLETED TO VER/FY R-VALUE,S/EVEANAL YS/SAND SAND EQUIVALENT OFAGGREGA7E BASE 1. I �= AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE sT No. 7320 _ }�- _ ANCHOR SLEEVE SHALL EXTEND 1 TO 21NCHES ABOVE FINISHED GRADE AND SHALL BE 2 1/4"X 2-J/4" 10 PAVING SHALL REPERFORMED INACCORDANCEW7THR-VALUEAND PAVFk1WT TESTS TAKEN R7 DE7FRM/NFSTRUC7URAL SEC7701VS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR(S) FIC CAL\Fo 1 BY30"LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER ff WHEWAWROVEMEN7SARE 70BEPLACEDANNATNESOII WHICHCANS/STSOFAROCKYMA7FRIAL, 7W"-GRADESHALL SE 2 _ BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST PREPARED BYREMOV/NGALL ROCKS W1/CHPRo7RUDEABOVE THESUB-GRADEANDALL VO/DSORDEPRESS/ONS SHALL BE DATE 51"' 0 2j I i- ��"�k - �= USING THE DRIVE RIVETS OR OTHER CITYAPPROVED TECHNIQUES. INSTALL R26, R26(S)AND FILLED W WA FINE GRADE MA TER/AL OFA QUAL/TYBET7ER THAN THE NAT/VE MATERIAL. 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN BRIAN K. MICK LSON L.S. 7320 1 U > INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN W I ,l NEIGHBORHOOD WATCH SIGNS ON GREEN"U"CHANNEL POSTS. � 12A=7NEASPHAL7-CONCREIF/S 70 BE PLACED ONS08-GRADE A SOILS S7FRMNTRFiG1S7FATV BY 7HEEPA.FOR USE UNDERA.C. HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL AAD P.C.CSHALL BEUN/FORMLYAPPUEDATTHE MANUFACIURERSRECOMMENDEDRATEFORTHEFULL PAVEMENrwDINPRIOR72� UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. INDEX TO DRAWINGS `` "1 ©' 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT PAVING. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT c v TAM& IND Dk dC , MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION INAND THE FOLLOWING PROVISIONS: (� L 13 ES77MATEOFQUAN7777ESISPROVIDFDBYTHEEAGINEEROMYFOR 7WCONVENIFWF0F 1NVEL EDEOPER, INE CONMC70R w ' CONNECTION WITH THE LIMITS OF THIS PROJECT. SHEET 1 TITLE SHEET O �-I SHALL MAKEHISOWNDEIERM/NARONOFCONS7RUC77oNOUANT/TIES BEFORE SUBMIT77NGABID. ANY 17EMOFKVRKREOUIREDBY Z THESE PLANS WHICHISNOTSPECIFICALLYL/S7EDINTHE ES77MATEOFOUAN7777ESSHALL BE CONSIDERED AS INCL UDED IN THE OTHER SHEET 2 SYCAMORE COURT-STA. 10+00.00 TO 14+46.52 2 (A) PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM ITEMS OF WORK 2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS -h OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES NOT TAMARIND DRIVE-STA. 10+00.00 TO 11+98.00 TO CAL TRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF SHEET 3 WILSON AVENUE-STA. 12+42.37 TO 18+17.82 ¢ ' STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM 14 STREETSIGNSPER C?YOFRANCIf0C"40ONGASTANDARDNUMBER401 SHALL BEC0NS7RXTFDATE4CHINIFRSEcmV THE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. SHEET 4 WILSON AVENUE-SIGNING&STRIPING SHEET TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. 15 CITYAPPROVAL OF PLANS DOES AOOrATZIEVE THE DEM OPER FROM RESPONSSILITYFOR 7HE CORREC 770N OF ERROR AID 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, IF ANY, OM/SS/OND/SCOVEREZ)DUR/NG CONS7RUC770N UPI�NREQUEST 7H EREQUIREDPLANRENSIONSSHALL BEPROMPTL Y EXISTING SURVEY MONUMENTS. SHEET 5 STORM DRAIN SHEET (B) EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE SLEWTTED TO THE C/7YENG/NEERFORAPPROVAL ' REMOVED BY WET SANDBLASTING. � M "n•` !-' 't 4 18. WVRK S/7FAN0 E7YTER/OR STREETS SHALL BE INA NFi4T,CLEAN,HAZARD FREE,ORDERL YSTA7F 17/ROUGf1C)UT COA+STR11C170N. 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTORS LICENSEAND SHALL 16 7 i n 4 n 5 BE REQUIRED TO POSSESS A VALID CITY BUSINESS LICENSE WHILE PERFORMING WORK PCL L. 5 S17FSHALL BE CLEANED UPONREQUESTOF 7WASPEC70R. EMERGENCY PHONE NUMBERS (C) THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND ON THIS PROJECT. 5 MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE f7 CONTACTALL U77L/TYCOMPANIESASREWIRED,4B NOUITS PRIOR 70EATAVAT7CNV. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS STONEBR/DGEDEVELOPMENT (310)325�1330 7 P c T _ SATISFACTION OF THE CITY ENGINEER. PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. C1rYOFRANCHO CUCAMONGA (9179)477-2740 --- .-- - M, s, 1 8 a r u 4 - -~ STREET TREE NOTES: 6. THE CONTRACTOR(S)AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PUBLIC WORKS DEPARTMENT NORTHRIDGE DRIVE (D) SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OFANY EXISTING STRIPES. RESPONSIBIL ITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTED NEW STRIPES, BUT IN NO OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS C/TY OF RANCHO CUCAMONGA FIRE DEPT. (5 )4772770 PLACE CASE SHALL ANY SECTION OF STREET 8E LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 1•ALL STREET TREE ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS REQUIREMENT SHALL APPLY CONTINUOUSLYAND NOT BE LIMITED TO WORKING HOURS. CITY OF RANCHO CUCAMONGA POLICE DEPT (51M)477-2WO SHEET LEGEND HOURS, OR OVER WEEKENDS OR HOLIDAYS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL BE AMBULANCESERVICE 911 FURNISHED TO THE CITY INSPECTOR.ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY 7. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER 4O HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, IN CONNECTION INDICATES IMPROVEMENT SHEET NUMBER REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPT FOR LIABILITY ARISING /� 3.ALL STREET TREES SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENGINEER. UTILITY OWNERSHIP/V ERSHI P /n dex Map 4.STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 8. MAYERS&ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR N.T.S. THIS IMPROVEMENT PROJECT. ANYADDITIONAL STAKES REQUIRED SHALL BE THE SEWER/WATER: CUCAMONGA COUNTY WATER DISTRICT (909)987-2591 STREET NAME BOTANICAL NAME COMMONNAME MIN GROW SPACING SIZE 07Y RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 10440 ASHFORD STREET SPACE ENGINEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOTIFY MAYERS& RANCHO CUCAMONGA CALIFORNIA 91729 WILSON AVE LAGERS7ROEMIA IND/CA MUSKOGEE' CRA PEMYR7ZEHYBRIDLAVENDER 3' 20'0.C 24"BOX 13 ASSOCIATES AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO ANY STAKING. GAS: SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 CONSTRUCTION NOTES: STREET IMPROVEMENTS QTY. UNIT SYCAMORECT. PI7TOSPORUMPHILLYRAEOIDES WILLOWPI7TOSPORUM 3' 20'0..C. 15 GAL 29 9. CADASTRAL INFORMATION SHOWN HEREON IS FOR GENERAL INFORMATION PURPOSES 216 N.EUCLID AVENUE ONLY. SHOULD ANY DISCREPANCIES ARISE IN THE HORIZONTAL LOCATION OF THESE ONTARIO CALIFORNIA 917621 CONSTRUCT DR. SOPHORA JAPONICA ✓APANESEPAGODA TREE 5- 30'0.0 15 GAL T,SIC IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP 1 CONSTRUCT 3"(INCHES)MlN.AC PAVEMENT OVER 4"(INCHES)MIN. CRUSHED AGGREGATE BASE 15,671 S.F. SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF 2 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401A 2 EA. THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY (800)655 4555 PRIVA TEL Y MAINTAINED LANDSCAPING AND IRRIGATION ALONG THE SIDEYA RIDS OF 7951 REDWOOD AVENUE 3 CONSTRUCT 4"(INCHES) THICK P.C.C. SIDEWALK, W=4'(FEET), PER CITY OF RANCHO LOTS 1 AND 8 SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO FINAL 10. UNAUTHORIZED CHANGES&USES:THE ENGINEER PREPARING THESE PLANS WILL NOT FONTANA, CALIFORNIA 92336 CUCAMONGA STANDARD PLAN 103 11,048 S.F. ACCEPTANCE OF THE LMD AREAS BY THE CITY. IMPROVEMENTS ARE TO BE BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 4 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA INSTALLED TO THE STREET CURB. THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE TELEPHONE: GENERAL TELEPHONE COMPANY (800)483-3000 3 EA. APPROVED BY THE PREPARER OF THESE PLANS. STANDARD PLAN 134 CABLE: COMCAST 5 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF ro 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTRACTUAL AGREEMENT 1205 DUPONT STREET (909)983-9895 RANCHO CUCAMONGA STANDARD PLAN 101:= 16'(FEET) EA. CONSTRUCTION NOTES: SIGNING & STRIPING Qn! UNIT 12. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS ONTARIO, CALIFORNIA 91762 6 INSTALL 5800 LUMEN STREETLIGHT, BY SCE PAID&COORDINATED BY DEVELOPER 6 EA. 50 PAINT CLASS!I BIKE LANE PER CITY OF RANCHO CUCAMONGA STANDARD 255 L.F. AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY REGULATIONS. CONFORMANCE MARKS CABLFVISION "),987-6275 7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A 1 EA. THERETO SHALL 8E STRICTLY ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT. 51 PAINT 50'OF DASH PER CAL TRANS STD. 39A 100 L.F. 10808 FOOTHILL BOULEVARD #1208 CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA STANDARD PLAN 102 4 EA. 13. THE CONTRACTOR SHALL DISPOSE OFALL SURPLUS EARTH EXCAVATION OUTSIDE OF THE RANCHO CUCAMONGA, CALIFORNIA 91730 52 INSTALL "BIKE LANE"SIGN&PAINT LEGEND PER CAL TRANS STD. R81 2 EA. PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. ALL AC/CONCRETE 9 INSTALL STANDARD STOP SIGN PER CAL TRANS R130"MIN. SIGN AND PAVEMENT 2 EA. 53 INSTALL NO STOPPING ANY TIME'SIGN PER CAL TRANS STD. R26(S) 3 EA. REMOVALS ARE TO BE DISPOSED OF OFF-SITE MARKING PER RANCHO CUCAMONGA STANDARD 401B 14. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE LIST OF STANDARD PLANS SYMBOLS LEGEND 10 CONSTRUCT SPECIAL CROSS GUTTER PER CITY RANCHO CUCAMONGA STANDARD PLAN 106-B 1 Eq 54 INSTALL "RIGHT LANE MUST TURN RIGHT"SIGN PER CAL TRANS STD. R18 2 EA. JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK,COMPARE ACTUAL 11 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 55 PAINT LEGENDS AND ARROWS(TYPE IV)AS SHOWN 3 EA. CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK 1S TO BE STANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, PROPOSED FIRE HYDRANT1,672 L.F. MAY 1992 STANDARD PLAN 104: W=24"(INCHES) 56 PAINT 8"WHITE STRIPE PER RANCHO CUCAMONGA STD. 133 80 L.F. PERFORMED;CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES, EQUIPMENT AND (SEE WATER PLAN) 12 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF UTILITIES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL 101 DRIVE APPROACH&SIDEWALK PROPOSED REFLECTIVE MARKER RANCHO CUCAMONGA STANDARD PLAN 101:= 12'(FEET) �C 6 EA. 57 PAINT DOUBLE YELLOW MEDIAN PER RANCHO CUCAMONGA STD. 133 612 L.F. ACCEPTANCE OF EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL 102 ACCESS RAMP1 58 DISCREPANCIES TO THE OWNER'S ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL o-� PROPOSED STREET LIGHT 13 SA W CUT&JOIN EXISTING AC PAVEMENT 438 L.F. SANDBLAST CONFLICTING STRIPING 1,330 L.F. 104 CURB AND GUTTER-BARRIER WHITE LANE LINES PER RANCHO CUCAMONGA STD. 133 353 L.F. 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND © PROPOSED STREET NAME 14 CONSTRUCT AC BERM, TYPE D1-8 PER CITY OF RANCHO CUCAMONGA STANDARD 59 PAINT 4"BROKEN THE GENERAL PUBLIC FROM INJURY DURING 771E ENTIRE TIME OF CONSTRUCTION; 106_& CROSS AND LONGITUDINAL GUTTERS 131-A WOOD BARRICADE PROPOSED STOP SIGN PLAN 104 L.F. 60 PAINT 4"SOLID WHITE LANE LINES PER RANCHO CUCAMONGA STD. 133 210 L.F. MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS S- PROPOSED SEWER LINE 15 RELOCATE TRAFFIC SIGNS WORK AND NOT BLOCK LEGAL EXITS AND ENTRANCES;LEAVE WORK AREA CLEAN, FREE 307 LOCAL DEPRESSIONS AT CATCH BASINS 1 EA. OF DEBRIS AT THE END OF EACH DAY;COMPLY WITH ALL APPLICABLE CODES. 401 STREET NAME SIGN I SIGN POST INSTALLATION _W_ PROPOSED WATER LINE 16 FEATHER AC PAVEMENT 8,655 S.F. 16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION 1-3.2 17 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD 1 Eq OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(S.S.P.W.C.). PLAN 307-CASE E W=10'(FEET) 17. CIRCLED NUMBERS(FOR EXAMPLE, O1 )REFER TO CONSTRUCTION LEGEND NUMBERS. 18 INSTALL METAL W-BEAM BARRICADE PER CITY OF RANCHO CUCAMONGA 1 EA. E 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL STANDARD PLAN 104:W=24"(INCHES) m EXISTING UTILITY LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING. THE 19 INSTALL 9500 LUMEN STREETLIGHT, BY SCE PAID&COORDINATED BY DEVELOPER 3 EA N CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF LEGEND OF ABBREVIATIONS 20 ADJUST SEWER MANHOLE FRAME AND COVER TO FINISH GRADE 2 Eq. C ALL UTILITIES. T.C. TOP OF CURB U OWNER/SUBDIVIDER CI TY AGENCY BENCH MARK F.L. FLOwIlNE EL EV 21 CONSTRUCT 20'COMMUNITY TRAIL 3,480 S.F. PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 1002-A, INCLUDING PVC FENCING PER STD 1010 RELOCATE AREA ORRIN PKWY PIPES ADD 20 REY/SE 2 D/As, N STONEBRIDGE DEVELOPMENT CITY of RANCHO CUCAMONGA DESCRIPTION : B.C. BEGIN CURVE 22 INSTALL STREET TREE PER NOTES&LEGEND ON SHT. 1 42 EA. REMOVE 2 TREE-S, SEj5 514EET 2. BY MAYORS j ASSOC. 1-1,44 3 3525 LOMITA BOULEVARD,SUITE 200 10500 CIVIC CENTER DRIVE FD 2"BRASS DISK AT SE CORNER v) TORRANCE, CA 90505 RANCHO CUCAMONGA, CA 91730 OF HERMOSA AVE& WILSON AVE. G.B. GRADE BREAK DESCRIPTION OF REVISION DATE APPROVED " TEL:(310)325-1330 FAX:(310)325-1467 TELEPHONE(909)477-2700 STAMPED "CITY OF RANCHO CUCAMONGA E.C. END CURVE 23 - - CONTACT:DAVE WENDORFF BM 10103 1987"IN CURB RETURN CL CENTERLINE 24 INSTALL "NOT A THROUGH STREET"& "SPEED LIMIT(25)"SIGNS ON STREET LIGHT 1 Eq CITY OF RANCHO C U CA I\ O N G A a CIVIL ENGINEER SOILS ENGINEER ELEV.= 1781 .647 R RATE OF GRADE PER CAL TRANS STD. W-53&R2(25)&LEGEND MAYERS&ASSOCIATES C.H.J. INCORPORATED C.B. CATCH BASIN25 CONST 6"ABST04"CASTIRONDRAINTRANSITION/CURBOUnETPERDETAlLONSHEET2 s EA. STREET AND STORM DRAIN IMPROVEMENT PLANS o 19 SPECTRUM POINTE DRIVE,SUITE 609 1355 COOLEY DRIVE . . . LAKE 954 A C FOREST, 92630 COLTON CA 92324-3 S SLOPE TELEPHONE: CA 599-0870 TELEPHONE:(909)3954 10 26 CONSTRUCT 4" MIN.AC PAVEMENT OVER 4" MIN. CRUSHED AGGREGATE BASE 7,889 S.F. for INT. INTERSECTION V.C. VERTICAL CURVE 30 INSTALL 24"R.C.P. (SEE PROFILE FOR D-LOAD) 320 L.F. TRACT N o_ 1 6 2 3 7 -� TITLE SHEET B.V.C. BEGIN VERTICAL CURVE 1 EA. 31 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300 r WAND V PER PLAN S E.V.C. END VERTICAL CURVE r_ Exp S z /oAPPROVED BYDATEPJ. POINT OF INTERSECTION 32 CONSTRUCT J.S.4PERCITYOFRANCHOCUCAMONGASTD. DWG. NO. 333 3 EA. - Mq CITY ENGINEE� J � r, Fla � o' gExP. 12lsvos R.C.E. No. 24953 M.O.C. MIDDLE OF CURVE33 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 3291 EA. DESIGN RECOMMENDED UNAUTHORIZED CHANGES & USES: The engineer preparingN.T.S. NOT TO SCALE 50318 m DIAL i �f� rn K.R.TWO WORKINGthese plans will not be responsible for, or liable for, unauthorized 6MM5 hvFRs AssoclArrs w BEFORE ��` DAYS BEFORE ' 34 CONSTRUCT CURBSIDE DRAW OUTLET--LARGE CAPACITY PER CITYOFRANCHO CUCAMONGA 1 EA. °C - Civil Fngineering,Inc. 1 YOU DIG changes to or uses of these plans. STD. DWG. NO. 107-C DRAWN P'^""1"°•F"�I -Suite60`'YI"° SHEE ,\ 19 S{,crtrum Pom�c Ihivc•Suite f.09 YOU DIG s P o t.t�1,m t,cn vzein 2 CIVIL (949)599 470 - � �� K.R. (9491599 s OF ...I TOLL FREE 1-800-227-2600 35 CONSTRUCT CURBSIDE DRAIN OUTLET-MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA FOFCAL�FO a 1 EA. CHECKED BY: R.C.E. 50318 DRAWING NO. w A PUBLIC SERVICE BY STD. DWG. N0. 107-B G.A.M. DATE : 'Z.1Lt FILE NO. 02-0084-01 QUNDERGROUND SERVICE ALERT3 F102-0084-01 TR 16237 RANCHO CUCAMONGA IIMPROVEVENTS IS7REETISHT--0I.DWG 4 - ---__-_ __ � _ __ s _ . .- _ - . 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" P L-1800.217 476 r. +� l , _ r„ ^ o ^ ^ co P.L=1779.17 " ; . , " So.00'v.c. $ W ^ a Rr-i.on% No: v 1 _ _ 1 ,90 P.L=1819.47 --, ^ � c.* , Id a; o t D W. `� � N ao U 92 0 : f , ; m - , I 11D _ � _ N _ r ^ p +� ^ '� c,, ^ �. uItTING GRd UND 4 `� 4 O Q 5 �� e w O O - ip `. � m r* . % m U FXI�STING . a �� , Q $ �- �i 1 ►. ._ ��Ti o + ��ss , + ^ ,; $ N ^ a GROUND ; �} W �`. i ! ^ ++ N a0 _ K ^ D ^+ QOM 400V � ^ �. ^ � a _ - . _ + o ^+ ao°p �_ $ P.l.-192.78 4 a. a _ ^IZI , v , ._ ., wi b Jd _i i _ Ci R er t� ., i /' / v5 ch ao � 1 t W i 1- 8 �i of 2 Q0 ^ 8 i : i � � 1,L C. �: 1w - 4 o 160 e.A-. --- R o � -9- 0�*.L ;, of 100.D0 V.C. R=-1.40° + '� ^ �"' g $ o ^ $i _!^ '� r� % ^ N O U P.l. 1783.40 ^ v; CENTEkL SNE m ^ _ ^ + P: N �` 4 `� , i + Z - ��_ ^ # . FIL _ _ - _ PRO E : - ; . ;. -_ _ . c :.r _ ^ i . _ L - $ �: , PR 00' i T>� O t01T V.0 + t t 11 R i. I i , ` • y : - - P . 800.40 F i I v t R > > lily I i i , ca� • Ol1t CURB _PRTN. 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O 2 8 1 ._ z ___ _ \ / ;6 f �, 4 ^ / I 22 3 E.C. _ 3 I4a., - 12 - 1 �I _j ,: \ LLl o Q (n,P) 25 - 25 1792.45 T.C. O C. �$ 1E'X-_3 9 0 0i n N n a 8 fig. 8 NESS 12 � 5 1 �w , q: - 1 �f� 22 E.C.R. U I : ti + AC + A Q a �I � �'• 3 2N � I ui 0 � U v ti N - 3 \ (TYP-) 1783.83 T.C. U I,� Uj ., m O U 0 .► 1 O`, !7 \ M+- O r: u, $ �' 3 co i!� 3 rn o Z r�40r) ^if) ►: STA. !O+14L m 1� ti _4 -� ___1 '-44' 96 5 ' ►=o o $+ +' 601 $ v k :\ \ �: __ _ I o W=12 x_31 /2 1 ^ ^ r 2 ---12 ,�-32 2 � 2' -�8'-I ao;^ Q ; l :-, \ 6 6 I CO 3 W m ao 6 � `1a -I 1 ' En k SEE SHEET 4 FOR \ 3" �- PROPERTY O 24 v TAMARIND DRIVE o S.D. IMPROVEMENTS W { _a+ BOUNDARY �. \ PROPERTY SEE RIGHT DATA TABLE `\ \ BOUNDARY � z � TAMARIND DRIVE o -" o -� BEARING/DELTA RADIUS � ti LE__ TANGENT �\ \\ I ' p II CONSTRUCTION NOTES Cn 210°00'07" 38.00 139.28 141.81 " \ I w o - I SYCAMORE C URT - -_2 15°00'04" 112.00 29.32 14.75 \, \ m 1. " ~ 1. 1a-- CONSTRUCT 3 MIN.AC PAVEMENT OVER 4 MIN. CRUSHED AGGREGATE BASE U RAN 3� 105°00'04" 27.00 49.48 35.19 \ r4 v I t 2 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401A RNV \ I- (� 90°00 0" 27.00 42.41 2700 - - - - - I " CONSTRUCT 4"(INCHES)THICK P.C.C. SIDEWALK, W=4'(FEET), PER CITY OF RANCHO IrO ` t CUCAMONGA STANDARD PLAN 103 W �� 5 89°16'16" 35.00 54.53 34.56 1 --- - ` __ -". _"" I 4 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA 12' 36' 12' (s� 90°43'44" 35.00 5542 35.45 i ----I- I R/W . I� STANDARD PLAN 134 z A REL-0 CATF AREA DRAIN PKWY P/PES, AAD 2 e REV/SE P DRI X " 8"CURB FACE I APPROACNP-S, REMOVE 2 TREES. 8Y MAYERSf ASSOC. f-T-0) W ' 18' 18' _l i � CONSTRUCT CONCRETE DRIVE APPROACH, TYPE R-1 PER CITY OF RANCHO CUCAMONGA " - 5'DIA.CORE CUT IN CURB 6"WYE STANDARD PLAN 101: W= 16'(6'THICKNESS, UNLESS OTHERWISE SHOW) c O Const. Curb&Gutter--� DESCRIPTION OF REVISION DATE LEVEL LINE ---Const. 8"Curb& utter(A2-8)per City Std. 104 FACE WITH 4'CAST IRON APPROVED k (A2-8) r City Std. 104 -� P�PEOUTLEr. 6 -A.S.S.TEES GRATES F.S. 6 INSTALL 5800 LUMEN STREET LIGHT, BY SCE PAID&COORDINATED BY DEVELOPER a , , CLEANOUT 1/4"per 11 F,S._"' -0.2' 1/4'per 1"LI P (D-- CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A CITY OF RANCHO CUCAMONGA W Foot Slope 1.70% 1.70% Foot Slope 051 _ 8 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 Uj - _ --- --111m­ --- _ -_ 24'DIA.CAST s"Aes INSTAL STANDARD STOP SIGN CAL J SIGN AND PAVEMENT PLAN AND PROFILE ~ I ; - - - , -, .%- �< ,'� XISTING SIDEWALK ()S�.02 C � 9 L S S D S C � / MARKING PER RANCHO CUCAMONGA STANDARD 401E ''% %' ',� % _ J - _ . _ - - - j - l /� / S 0005 MIN STREET IMPROVEMENT PLANS / " '��/11 ; , , , i �;�; /11 i� /i TINGE�r�sCURB AND GUTTER s•To 4•A.B.s. 10 CONSTRUCT SPECIAL CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-8 for k (PROTECT IN PLACE) PROFILE REDUCER 4'S/W T.L =3" 4'S/W 11 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA TRACT NO. 16237 2 11 GRAPHIC SCALE STANDARD PLAN 104: W=24"(INCHES) Z AC Pavement -- Crushed 40 0 20 40 80 REDUCER 0- CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD ?,O 1:E S S/o TAMARIND DRrT041 SYCAMORE IVER SYCAMORE LSON CT TO WESTERLY T RMINUS TO SOUTHERLY TEMINUS m UNDERGROUND SERVICE ALERT Aggregate ease -- I s-A.e.s.TEEaGRATE�Fs. PLAN307-CASEE. W=10'(FEET) x``10 A. Mq�N9�� Compacted Su ��FORE yo Call-Toll FREE p � (2)4'D1A.CASTIRON I FOR CLEANOUT. 18 INSTALL METAL W-BEAM BARRICADE PER CITY OF RANCHO CUCAMONGA 0 �y - APPROVED BY )(/ DATE G.i 2 p 1-800-422-4133 f s�.o2 STANDARD PLAN 131-B z CITY ENGINEER u Q TYPICAL SECTIONS (IN FEET) a No.50318 m William J. O• Ne' EXP. 12/31/05 R.C.E. No. 24953 V U TWO WORKING DAYS SYCAMORE COURT& TAMARIND DRIVE SCALE: 1"=40' 20 ADJUST SEWER MANHOLE FRAME AND COVER TO FINISH GRADE � Ex SM105 � DESIGN REM N D E D p BEFORE YOU DIG - INSTALL STREET TREE PER NOTES&LEGEND ON SHT, 1 KR YF,RS R ASSOCIATES N Local Interior Streets -Applies Throughout Development- Except As Noted 6"WYE A.B.S. ��.1 CIVIL �a`P ___ - - Civil Engineering,Inc. PLAN 24 INSTALL "NOT A THROUGH STREET"& 'SPEED LIMIT(25) SIGNS ON STREET LIGHT rF aF C A IF0 D RAW N PI,NNtNG•EN<th EF:RINC•SURVEYING Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A PER CAL TRANS STD. W-53&W(25)&LEGEND S ttim�A 9261;c•Su;,c Mp S H E E o 'CAUTION Remember that the USA Center notifies KR 1949 i sw C 2 O F 5 . only those utilities belonging to the center.There could T 25 CONST. 6"A.B.S. TO 4"CAST IRON DRAIN TRANSITION/CURB OUTLET PER DETAIL HEREON o be other utilities present at the work site.The center N. r•S ^ CURB OUTLET DETAILCHECKED BY R.C.E. 50318 DRAWING N O. Z will inform you of whom they will notify. /L J 1� @�__CONST CONCRETE ORIVE APPROACH PER CITY OF RANCHO CUCAMONGA N.T.S. STANDARD PLAN /0/1 W= 12 (FEET). G.A.M. DATE : 2.1 FILE NO. 01-0069-01 8 1 -La 2QO . - - P:102-0084-01 TR 16237 RANCHO CUCAMONGA IIMPROVEMENTSISTREETISHT--02.DWG k 1 t _ I- _ _ : _ _ . : e- r - f t I , - i , r r _ _ BENCH M ARK ; . } ; # DESCRIPTION : , i t . y. . _. _ . .._ _ _ , ) _ + t { t FD 2`BRASS DISK AT SE COR ! 1 I IL , I a ; { s i ; i ; r + ; I i i OF HERMOSA AVE d WILSON AVE. 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' - i t , F . , > _ _ _. -. __ _. ; ,. , , . PROFILE SCALES _ . ., . _,_ ,. _ _� t t . , 4 t _ t - J . __. Z t I i i i { i 7 s f i i I 1 4 f I , i € i } R I i S ! i f f .. .. 1 , i , t F r ; I i , s . , y s }. _. _ ♦ i • i , i : t i . - HORlZ 1 4 . - : . - _ . ; F . __ , . 0 d 1 r _.,. _ g 3 . L { _. __.._...,_. _. . 1 ! # I 4 f i i t VERT:r i r r , ER .. 1 8 1 i i i I i I f i € i f , L i i I 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 ::5 Liu) . � Er W - � i (_ A -I-) 1f z ( WILSON A VEN E EXIST. STREET , U _ LIGHTS(TYP-1 _. _.__ _..< w._ ___ __. ___ _ I ' �� P _ _ �o, �� _. -.._tM1 FL�7RfCA"L _ ____ _-_ -_' -.,_ ___ __- __. ___ __._ ,., __ ___ _.. � P P� I �� \� !T� CONDUITS \ _ __ __. _. __ f .,_. , e__ 5�9 GPS U Bey ,�,P I ,,,�><'� ,J�. - � � 3, �p � � ��� PAVEMENT LEGEND p - F _ _. G� O - r ��I m N r _ _... G\ f6 t7\� w 16 0, 12 13 _ u g ° 15 +I- o � 1s N 89°5230"W 1T is w 19 4--- i - r+ - - - j': �� �` �' =/,�' �L�l f5 / �� j '�' �L����L 'i �"// -j ,/ ;�/ / ' ,j- /�� �" CONST. VARIABLE THICKNESS A.C. OVERLAY, 1'MIN / �� / 1 Uj N8vv ST g� :W - - 8 N- ,�,���,%1 7 16 r"_-_ LINEOFSIGHT 13 `, f� / / N -,� ___�,.__.___...__.,_ __ __._ ._... __ __ .,.._. 1. N..$n W ! "��y! g•i :�� - ---- �- r,. \ f� _- _ -y - __ o i 6 14 3 4 , 4 433 Il ) Z CONST. FULL DEPTH A.C. OVER A.B. 1 _ ON ; /11 -- / Q __ _ . 0 1 u,� o j z i I 1 i Z EXIST. 16"WATER - - - �_____ _ - _ _ � Q Q EXIST. EDGE OF 2 -PVC ' o1_, q� PROP. CURB& 2 FUTURE EXIST. SURVEY U m y = FENCE 21 2 2I P - n 2 GUTTER 21 22 N `i; U V ST. LT. MONUMENTS U PAVEMENT O _ O OV 2 R/Vv a 22 / �., k �N !- v o EXIST. CURB& O (n c� : �c � g ( -' RW TYP, � N `�! "' F' 2 , (TYP) - = �; w w H p ,� -LINEOFSIGHT PVC ( ) ; w a �, w GUTTER , Z + +' n ) + „a� FENCE $ i `,' K N CURB DATA TABLE � + Z °o i°O Q 12 + 19 , Z 12 U_ Ali p 8 � = O P -1r? fir L MAP ND, 7 ', � O BEARING/DELTA RADIUS LENGTH TANGENT REMARKS �_ UI'- 8 18- 1 - -- - - - ----- ---------- 19 v U N 78 5709"W 98.70 8"AC BERM � 0, - - N F A T? C E L I U N 89°5230"W 144.72 8"CURB&GUTTER SYCAMORE COURT ° 90°43'44" 35.00 55.42 35.45 8"CURB&GUTTER SEE SHEET 2 Existing(Northerly R/W Prvpased Southerly R/W �) 89°16'16" 35.00 54.53 34.56 8"CURB&GUTTER M co 96' 1_ U N 89°5230"W 209.56 8"CURB&GUTTER U C6 l N 77°4279"W 18.67 8"CURB&GUTTER I 12' 64' 20' COMMUNITY TRAIL i O PER CITY STA. PLAN 1002-A 2 CONSTRUCTION NOTES 3r 17 err 5' 17 3' Const. new AC PAR 'Y TRAIL Uj I o o Pavement W 1"Thick On.AC Carse 8"Curb&Gutter(A2-8)per City Std. 104 4 2r�- INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401A - o Is' CITY O DESCRIPTION OF REVISION DATE 7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A qday k PVC Penang Per Std. 1010 APPROVED a SEE COLD PLANE c z 11 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA w� GRAPHIC ALE Existing Paving m w CITY OF RANCHO CUCAMONGA W 40 0 20 40 80 STANDARD PLAN 104: W=24" DETAIL - VARIES 1/4"per LU 12 CONSTRUCT CONCRETE DRIVE APPROACH, TYPE R-1 PER CITY OF RANCHO CUCAMONGA S=29% TO 1.7% Foot Slope_ PLAN AND PROFILE 1' STANDARD PLAN 101: W= 12' _ _ -• -:c - --- -- ____ STREET IMPROVEMENT_ _ - ,��,;, , ;,, ,T._ _ , -� -� VE T PLANS (IN FEET) 13 SAW CUT&JOIN EXISTING AC PAVEMENT �� i%��� � _ ;/'�" / , k i %�� for SCALE: i"=40' 5'Min. / ��i. �/ �/` , 1,; - � ----. J / /� , 14 CONSTRUCT AC BERM, TYPE DI-8 PER CITY OFRANCHO CUCAMONGA STANDARD Colo Plane �I' l l " ���/�� �" " �/ �� �� �, " " �/"� � � �11 �, ���� ��" O PLAN 104 TRACT No. 16237 i 15 RELOCATE TRAFFIC SIGNS 4"DECOMPOSED GRANITE WILSON AVENUE - STA. 12+42.37 TO 18+17.82 m UNDERGROUND SERVICE ALERT a " QV,OFESsroti 16 CONSTRUCTACOVERLAYMINIMUM 1 THICKNESS COLD PLANE C.L. OFSTREET COLD PLANE DETAIL � o Yp CaII:ToII FREE PER COLD PLANE DETAIL HEREON - --._._ . ----- ------------- ---- Saw Cut&Join �, �P �y 2 DATE C O F 0 RF Const.AC Pavement �``� �� A M q RT �� v G N.TS. Existing Pavement Const Crushed Aggregate Base ti G) APPROVED BY Z p 1-800-422-4133 19 INSTALL 9500 L LIMEN STREET LIGHT, BY SCE PAID&COORDINATED BY DEVEL OPER Const. Compacted Su rade y? i CITY ENGINEER, p 0 No. 50318 milliam J. O' N EXP. 12/31/05 R.C.E. No. 24953 V U O TWO WORKING DAYS 21 CONSTRUCT 20'COMMUNITY TRAIL W EJ� sr30ro5 X DESIGN RECOMMENDED p BEFORE YOU DIG PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 1002-A, INCLUDING PVC FENCING PER STD 1010 WILSON AVENUE STREET SECTION KRW�YFRS - �+ do ASSOCIATES N 22 INSTALL STREET TREE PER NOTES&LEGEND ON SHT. 1 _- - - - �q CIVIL �a� - Ivil E.ngincering,Inc. 13+39.28 TO 17+18.40 rEOFCpL1F0� DRAWN 9upxrnunPNmcD,--S.,IciN><11VING SH f I 11 26 CONSTRUCT 4" MIN.AC PAVEMENT OVER 4" MIN. CRUSHED AGGREGATE BASE ,�,,F.-t,cA 42610 f 1 L L o "CAUTION': Remember that the USA Center notifies KR #441)1 541)`""° o Typical Street Improvement Per City of Rancho Cucamonga Standard 100 A 1),s�" of 5 N only those utilities belonging to the center.There could t--� p be other utilities present at the worts site.The center N.T S', CHECKED BY: R.C.E. 50318 DRAWING N O. z will inform you o1 whom they wit€notify. G.A.M. DATE : 512-1103 FILE NO. 01-0069-01 gV -a P.102-0084-01 TR 16237 RANCHO CUCAMONGA IIMPROVEMENTSISTREE TISH7--03.DWG