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HomeMy WebLinkAbout1887 CITY of RANCHO CUCAMONGA GENERAL NOTES 1.ALL MORKSHALL BEDONEWACCORDANCEWTI-H A ESEPCANS 77EC/TY0FRANCMC[IICAA4MVA SUADARDSAND TJX STANDARD SPEC/F/CA77ONS FOR PURL/CWORKS CONSTRUC770N-CURREIVTED177ON.INCLUDING ITSANNUAL SUPPLEMENTS OFAWNDMENTS. CON7RACTORSHALLBEFAM/L/ARWl7HANDSHALLBERESPONSIBLEFORADHERENCET07HESE STANDARDS AND SPECIFICATIONS PROJECT 2.ALL PIPELINES 0RSU9S77?UCTURESOFANYK/N0. TFLEPHONEORPLOWERPOLES WA7FRMETERS VALVES RREHIDRANTS ETC.SHOWN LOCA T/ONSTREET IMPROVEMENT P ANS rnxt i OR NOT SHOWN ON THESEPLANS W77H/N THER/GHT-OF-WAYL/M/7S OR/NADJACENT AREAS WHERE IMPROVEMENT WORKS TO BE DONE s SHALL BE7HEREMOVED.REPLACED.RELOCATED ORPROTEC7ED/NPLACEAS REQU/REDATNOCOST TOTHE CITY OF RANCHO CUCAMONGA. VE w, 3 ANY cowwC7oRPERFORMINGWaw ONTHISPROTECTSHALL FAM/L1AR/ZEHANSEIFWTTY771ES1IFAAV SHALL AFSOCEZY TA OR a RESPONS/BLEFORANYDAMAGETOEXISTINGFACIURFSRESUL77NGD/RECTZYOR/NDIREC7ZYFROMH/SOPERA 77ONS WNE7HEROR NO T SUCH FA CIL 177ES ARE SHOWN ON THESEPLANS. Y AS.i 16332 AWYAN Sr TRACT No . 4 APERM/TSHALL BEOIBTA/NEDFROM THE CITYOFR4NCHOCUCAMONGA P&W CORKS ENG/NEERINGDEFAR7WA(rPR/OR70 ANY y Q ENCROACHMENT OR CONSTRUCT/ON WITH/N ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY r---r-� S.ALLGR4DESTAKESSHALL BESETBYTHE CONTRACTORORENGWEER PAVING STAKES SHALL QESETATAUH/NGEP0ArrS, EDGEOF 1 PAVEMENTAO/NTSW77HINOOfFOOTOFSUB-GR4DEELEVAT/ONANDATNOTMORE7HAN50FOOTINTERVALS ADD1770A1A1PAVING STAKES e 1 1 A/4 YBE REQUIRED BY THE C/TYENG/NEERAS NEEDED AT WARPED OR VER77CAL CURVE AREAS. 1 1 30 6.ALL SEWER. WA7ER,ELEC7R/C, GAS,PNONEOROTHER 0XITYLA7FRALS,MAINS, OR CROSS/NGS SHALL BE CONSTRUCTED PR/OR 30 70 PAVING. 11 1 1 1 1 2 3 4 5 6 7 8 9 1 10 11 12 13 j 1 1 j I 1 14 7.CONPAC770N)ESISOF5WANKMENTCONS7RVC7XJW, 7RENCHBACKRU,COMPAC77NGORIGINAL GROUNDAMDALL SUB-GRADESSHALL REPERFORWDATNOCOST TOTHE CITY OFRANCHOCUCAMONGA AWR/TTENREPORrw7H THESECOMPAcnnv7FS7SSHALLBE EXISTING SURVEYMONUMENTA TION SUBMITTED TO THEC/TYENG/NEERFORAPPROVAL PR/ORTO THEPLACEMENTOF SASEM07FR/ALSAMUVRSURFACING G L A N D S I I I Q 1, __ A ARANDA C_0 T I 1 /HEREBYCERTIFYTHA T/HAVE/LENT/F/ED ALL SURVEYMbNUMENTSOFRECORDS(S) �`7 �_MICKURLF jl ---1-- - -- 1 -� j BAT7HECCA#RE770NOFPAV/NGAMA7ER/ALSREPORTSHALLBEst#uoTTED7v7T>•ECITYENG/NEER. L677MGALL7ESMOR 7NATCOULD BED/SIURBEDBYTHIS PROJECT ALL SA/D MONUMENTS WHICH CURREN7ZY NXF! ~ 11 1 DE7FRM/NAT/ONSCOMPLE7FDTOVERIFYSTAB/LITYOILCON7FNTANDGRADA770NOFASPHALTPAV/NG. EXIST IN THEFIELD ARE SHOWN ON THESEPLANSAND AREDESCR/BED AS FOLLOWS- ��P O p I j 1 (t ' I I 1 1 U 1 1 _ I 3 22 �I 17 4 9.PRIORTO/NSTALLA770NOFANYPAVNG.AMA 7FRIALSREPORTSHALLBESUBM/77FDT0THE C/TYENGINEER. LIS77NGALL TFSTSOR Exp.06/30/05 11 `_ 1 _i_ _-____-- ♦_y -- ------ ---- -- - - DETERM/NAT7ONSCOMPLE7FDTOVERIFY R-VALUE,SIEVEANALYS/SANDSANDEQU/VALENTOFAGGREGATE BASE Vicinity Map 1. FOUNOMONUMENTAT7RIECEN7FRL/NE/NIFRSECTIONOFHERMOSA?//LLS/L>EW7LLBERESETAFTER 1 - ----T-------� - --- 4 NOT TO SCALE COMPL ET/ON OF SAN/TARYSEWER IMPROVEMENTS 1 1 ,6� 1 W I _ -f 10.PAVING SHALL REPERFORMED/NACCORDANCEW/TNR-VALUEAND PAVEMENT TFSTS TAKEN 70 DETERAM ESTRUCTURAL SEC770AFS 11 1 `�11 1 21 1 1- 1 18 16 15 s No. 7320 11. WHEN ANPIROVEMEN7SARE 70BEPLACED ONNATTVESOIL WNICHCONS/S7SOFA RIOCKYMATER/AL, THE SUB-GRADESHALL BE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR(S) Ij3 i' /� EDFCAUFO i _w -- -- I I - ------ --- ____ PREPARED BYREMOV/NGALL ROCKS WN/CHPROIRUDEABOVETHE SUBGRAL>EANOALLVO/DSORDEPRESS/ONS SHALL RE DATE 1. ( 1 1 U' 1 20 I Q. I 1g 1 FILLED W77HA RNEGRADEMATFR/AL OFA QUAL/TYBEITER THAN THENA77VEMA7ER/AL. 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN / BRIAN K. MICKELS N L.S. 7320 1 1 _ _..-_._ .J �` _ __�.. 1 __ 1 _ 1 _ -- 1 --- f2/F7WASPHALTCONCRE7F/S 70BEPLACEV ONSL49-GRADE,A S0#SS7FRXANTREGISTFREDBYThEE.P.A.FOR USE 00FRA.C. INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN 1 I _ _ _ 1 1 _ 1 _ 1 ANDPCC SHALL BEUN/FORMLYAPPLIEDAT7HEMANUFAC7URERSRECOkWAIDEDR47EFOR 7HEFUU PAVEMENT WD 7H PRIOR 70 HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL 4 F -j PAVING. UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. INDEX TO DRAWINGS `___ Z j HILLSIDE ROAD `____--�________J_ 1 1 t ----____---? 0- - - 13.ES77MA7EOF QUANT777ES IS PROVIDED BY 7W ENGINEER ONL YFOR THE CONVENIENCEOF TNEAEVELOPER INE CONTRACTi�/4 THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT W SHALL MAKEH/SOWNDET5RM/NAT/ON OF CONSTRUCT/ONOUANPRES BEFORE SUBMIT77NGAB/D. ANY 17EMOFHVRKREQUIREDBY OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION/N SHEET 1 TITLE SHEET m'W 7HESEPLANS WHICH ISNOTSPECIF/CALLYLISTD IN THE ES77MATEOFQUAN7777ESSHALL BECONSIDERED ASINCL UDEDIN7NE0THER CONNECTION WITH THE LIMITS OF THIS PROJECT Q 17EMSOFWVRK. SHEET 2 STREET CROSS-SECTIONS 2 EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS 14 STREETSIGNSPERCITYOFRANCHO CUCAA40AVA STAWARONLUMBER401 SKULL RECONS7RUC7FDATEACHIN7FRSECT/ON. OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES NOT SHEET 3 JACARANDA COURT STA 10+00.00 TO 17+00.00 SHEET LEGEND COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF SHEET 4 JACARANDA COURT-STA 17+00.00 TO 21+32.01 15.C/TYAPPROVAL OFPLANSDOES NOTREZEW 77EDEVELOPERFROMRESPONSIBIL/IYFOR ThECORREC770NOFERRORAND THE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. PEPPER TREE PLACE-STA 10+00.00 TO 17+82.35 4 INDICATES IMPROVEMENT SHEET NUMBER ON/SS/ONDISCOVERED DUR/NG CONS7RUC77ON UPONREOUEST 7HEREOU/RED PUNREKSIDNS SHALL BEPROMWL Y 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OFALL,IFANY, SUBM/77ED TO rHECITYENG/NEERFORAPPROVAL. EXISTING SURVEY MONUMENTS. SHEET 5 HERMDSA AVENUE-STA 0.35 O 3TO 29+77.40 P,rl r�+d�y ��1 1^ �^^ SGq P i n0 ti'Ad( Index Map 16 W17RKS/7FAND EXTER/OR STREETS SHALL BEINA NEAT. CLEAN,HAZARD FREE, ORDER YSTATF MWOWHDL/T CONS7RUC7TON HILLSIDE ROAD-STA 16+60.35 TO 23+20.29 I orv-1!}e.-}-I��a�O�g 4-he- sid e�.a r-c-& "�- I0+J 1 y S17FSHALL BE CLEANEDUPON RFOUESTOFTHE INSPECTOR 4 8 RE EQUIRACTORSHALL H LLPO VALISAVALID USTATECICNTRA OR LIERFORMINDSHALL p�n�( ZO sh��� �C «sem!/ed b/ +>~le de✓ttpp'er N.T.S. EMERGENCY PHONE NUMBERS 17.CONTACTALL UT/UTYCOLfPANIESASREMARED.48 HOURS PRIOR 70EXCAVA7TON ON THIS PROJECT p r1 O O �I�I/��l I scop-Fanc p O {� t,� q rQy j 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS STONEBR/DGEDEVELOPWIVT (310)325-1330 e G1 / ' b e STREET TREE NOTES: PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. CITY OF RANCHO CUCAMONGA (909)477-2740 �^s �(eco +9 -A Q s+rQ e f G V o-b, 6. THE CONTRACTOR(S)AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PURL IC WORKS DEPARTMENT 1.ALL STREET TREE ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION C/TY OF RANCHO CUCAMONGA RRE DEPT (9M)477-2770 OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS 2.PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL BE SIGNING & STRIPING NOTES. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. CITY OF RANCHO CUCAMONGA POLICE DEPT (9YI9J 477-2800 FURNISHED TO THE CITY INSPECTOR.ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY AMBULANCE SERB/CE 91> REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR 7 THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE OWNER AND ENGINEER 3ALL STREET TREES SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM . HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED,IN CONNECTION TO THE CAL TRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL,AND MAINTENANCE MANUAL. REGULATORY WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPT FOR LIABILITY ARISING 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY AND WARNING SIGNS SHALL BE MINIMUM 30"ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENGINEER. UTILITY OWNERSHIP ELSEWHERE. 6. MAYERS&ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR STREET NAME BOTAN/CALICOMMON NAME SYMBOL MIN GROW O Y SPACING S12E SPACE 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED UNISTRUT POSTS THIS IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQUIRED SHALL 8E THE SEWER/WATER: CUCAMONGA COUNTY WATER DISTRICT (909)9187-2591 RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 10440 ASHFORD STREET HILLSIDEROAD LAGERSTROEM/A INDICA AATCHET/WHITE CRAPE MYRTLEHYBR/D 3' 21 20'O.C 24"BOX AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGNPOSTS SHALL BE 2"X 2"AND OF SUFFICIENT LENGTH ENGINEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOTIFY MAYERS& RANCHO CUCAMONGA CALIFORNIA 91729 JACARANDA COURT LAGERSTROEM/A FAUREI CATAWBA'/PURPLECRAPEMYR7ZEHYBRID 3' 64 20'0.0 24'BOX TO EXTEND FROM THE TOP OF THE SIGN(S)TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE ASSOCIATES AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO ANY STAKING. AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE GAS: SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 PEPPER TREE PLACE RHUS LANCEA/AFRICAN SUMAC ® 5' 14 20'0.C. 15 GAL ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-114'X 2-114" 9. CADASTRAL INFORMATION SHOWN HEREON IS FOR GENERAL INFORMATION PURPOSES 216 N. EUCLID AVENUE BY 30"LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER ONLY. SHOULD ANY DISCREPANCIES ARISE IN THE HORIZONTAL LOCATION OF THESE ONTARIO CALIFORNIA 91762 BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF USING THE DRIVE RIVETS OR OTHER CITYAPPROVED TECHNIQUES. INSTALL R26, R26(S)AND THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. ELECTRIC: SOUTHERN CALIFORNIA EDISDN COMPANY (800)6554555 CONSTRUCTION NOTES: QTY. UNIT NEIGHBORHOOD WATCH SIGNS ON GREEN"U"CHANNEL POSTS. 7951 REDWOOD AVENUE 10. UNAUTHORIZED CHANGES A USES:THE ENGINEER PREPARING THESE PLANS WILL NOT FONTANA, CALIFORNIA 92336 " 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND IMSTALLATION OF PAVEMENT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 1 CONSTRUCT 3 (INCHES)MIN.AC PAVEMENT OVER 4"(INCHES)MIN. CRUSHED AGGREGATE BASE 56,156 S.F. MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE TELEPHONE: GENERAL TELEPHONE COMPANY (800)483-3000 AND THE FOLLOWING PROVISIONS: 2 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 3 EA. APPROVED BY THE PREPARER OF THESE PLANS. CABLE: COMCAST 3 CONSTRUCT 4"(INCHES) THICK P.C.C. SI EWALK, W=4'(FEET), PER CITY OF RANCHO I lo,o15 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTRACTUAL AGREEMENT 1205 DUPONT STREET (909)983-9895 l s CUCAMONGA STANDARD PLAN 103 nI 4' W I DE MIN, UNLESS OTMERW/SE NOTED. �" S.F. (A) PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO CAL TRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY 12. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS ONTARIO, CALIFORNIA 91762 4 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM MARKS ON (909)g67 6278 AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY REGULATIONS. CONFORMANCE STANDARD PLAN 134 5 EA. TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. THERETO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT. B 10808 FOOOTHILLTHILL BOULEVARD #120Q 5 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF ,1 yg EA. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE OF THE RANCHO CUCAMONGA, CALIFORNIA 91730 RANCHO CUCAMONGA STANDARD PLAN 101:W= 16'(FEET).�-E XTEND EX/ST. AS SHOWN. ©MODI FY EX.- /j (B) REMOVED BY WET SANDBLASTING. PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. ALL AC/CONCRETE 6 INSTALL 5800 LUMEN STREET LIGHT, BY SCE PAID&COORDINATED BY DEVELOPER 17 EA. REMOVALS ARE TO BE DISPOSED OF OFF-SITE. 7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A 1 EA. (C) THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND 14. THE CONTRACTOR SHALL REVIEW AND VERIFYALL CONDITIONS AND DIMENSIONS AT THE LIST OF STANDARD PLANS SYMBOLS LEGEND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK;COMPARE ACTUAL 8 CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA STANDARD PLAN 102 4 EA. SATISFACTION OF THE CITY ENGINEER. CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK IS TO BE MAY 1992 (SEE PLANS FOR THE CITY OF RANCHO CUCAMONGA, t PROPOSED FIRE HYDRANT 9 CONSTRUCT CURBSIDE DRAIN OUTLET-LARGE CAPACITY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-C 1 EA. PERFORMED;CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES, EQUIPMENT AND (SEE WATER PLAN) 10 INSTALL STANDARD STOP SIGN PER CAL TRANS R130"MIN. SIGN AND PAVEMENT (D) SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OFANY EXISTING STRIPES. UTILITIES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL 101 DRIVE APPROACH&SIDEWALK PROPOSED REFLECTIVE MARKER MARKING PER CAL TRANS STD. PLAN A24D 3 EA. EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTED NEW STRIPES, BUT IN NO ACCEPTANCE OF EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL 102 ACCESS RAMP CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 DISCREPANCIES TO THE OWNER'S ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL 0-0 PROPOSED STREET LIGHT 11 SAW CUT&JOIN EXISTING AC PAVEMENT 990 L.F. HOURS, OR OVER WEEKENDS OR HOLIDAYS. ® 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND 104 CURB AND GUTTER-BARRIER PROPOSED STREET NAME 106-A CROSS AND LONGITUDINAL GUTTERS THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCTION; PROPOSED STOP SIGN 12 CONSTRUCT 4"(INCHES)MIN.AC PAVEMENT OVER 4"(INCHES)MIN. CRUSHED AGGREGATE BASE 8,270 S.F. 131-A WOOD BARRICADE MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF 134 INSTALLATION OF REFLECT ANT HYDRANT MARKERS S- PROPOSED SEWER LINE WORK AND NOT BLOCK LEGAL EXITS AND ENTRANCES:LEAVE WORK AREA CLEAN. FREE 307 LOCAL DEPRESSIONS AT CATCH BASINS 13 ADJUST MANHOLE TO GRADE 7 EA. OF DEBRIS AT THE END OF EACH DAY:COMPLY WITH ALL APPLICABLE CODES. 401 STREET NAME SIGN/SIGN POST INSTALLATION _W_ PROPOSED WATER LINE 14 SAWCUT&REMOVE EXISTING AC PAVEMENT, CURB& GUTTER 3,557 S.F. 16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION 1-3.2 15 INSTALL STREET TREE PER NOTES&LEGEND HEREON OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(S.S.P.WC.). LEGEND OF ABBREVIATIONS 16 CONSTRUCT GRANITE COBBLESTONES CASE I PER CITY OF RANCHO CUCAMONGA STD. 542 5,829 S.F. 17 CIRCLED NUMBERS(FOR EXAMPLE, (D) TO CONSTRUCTION LEGEND NUMBERS. 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL T.C. TOP OF CURB 17 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 4 050 L F j STANDARD PLAN 104: W=24"(INCHES) EXISTING UTILITY LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING. THE F.L. FLOWL/NE ELEV CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF 18 CONSTRUCT SIDEWALK AND RAMP LAYOUT AND JOINT PER CITY OF RANCHO CUCAMONGA STD. 103 4 EA. C B.C. BEGIN CURVE ALL UTILITIES. Q 19 / CONSTRUCT CURB OUTLET DRAIN PER CITY OF RANCHO CVCAMONGA STD. 107-8 © / ©EA. G.B. GRADE BREAK OWNER/SUBDIVIDER CITY AGENCY E.C. END CURVE 20 ADJUST WATER VALVE TO GRADE QREV D/ADDED S.W.,DRWY PED ACCES CADR�9/AI e/o2 COBBLF57�E STONEBRIDGE DEVELOPMENT CITY of RANCHO CUCAMONGA 21 CONSTRUCT COMMUNITY TRAIL PER CITY OF RANCHO CUCAMONGA STD. 1003 799 L.F. ( ON SLATS 1,3,4 0 5 AS SHOWN. BY NWYE/es-eASSoC.81A1,*3 ?-J-0) 3525 LOMITA BOULEVARD, SUITE 200 10500 CIVIC CENTER DRIVE CL CENTERLINE T 22 RELOCATE TRAFFIC SIGNS 2 EA. DESCRIPTION OF REVISION DATE lTY ORRANCE, CA 90505 RANCHO CUCAMONGA, CA 91730 R RATE OF GRADE APPROVED m TEL:(310)325-1330 FAX:(310)325-1467 TELEPHONE:(909)477-2700 23 UTILITIES TO BE UNGROUNDED&POLES TO BE REMOVED BY 6 EA. N CONTACT:DAVE WENDORFF C.B. CATCH BASIN SCE. WORK TO BE PAID FOR AND COORDINATED BY DEVELOPER CITY OF RANCHO CUCAMONGA CIVIL ENGINEER SOILS ENGINEER S SLOPE 24 RELOCATE GTE MANHOLE BY OTHERS 1 EA. MAYERS&ASSOCIATES C.H.J. INCORPORATED INT. INTERSECTION 25 PROTECT IN PLACE 1 EA. STREET IMPROVEMENT PLANS o 19 SPECTRUM POINTE DRIVE, SUITE 609 1355 COOLEY DRIVE V.C. VERTICAL CERVE 26 APPL Y VARIABLE THICKNESS A.C. OVERLAY(0.10'MIN.) 19,325 S.F. for LAKE FOREST, CA 92630 COLTON CA 92324-3954 B.VC. BEGIN VERTICAL CURVE 27 RELOCATE TELE VAULT 1 EA. TELEPHONE:(949)599-0870 TELEPHONE:(909)824-7210 T F?A CT E. N o _ *16332 V.C. END VERTICAL CURVE 28 COLD PLANE EXISTING PAVEMENT 5,370 S.F. P.I. POINT OF INTERSECTION 29 CONST 6"A.B.S. TO 4"CAST IRON DRAIN TRANSITION/CURB OUTLET PER DETAIL ON SHEET 5 8 EA. JACARANDA COURT& PEPPER TREE PLACE Q � M.O.C. MIDDLE OF CURVE HERMDSA AVENUE & HILLSIDE ROAD o BENCH MARK N.T.S. NOT TO SCALE 51 PAINT 14"YELLOW STRIPE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133 1,275 L.F. rROF E s s,o� APPROVED BYDATE DESCRIPTION : FD 2"BRASS DISK AT SE CORNER 52 JOIN EXISTING STRIPING 1 EA MARTFCITY ENGINFE William J. O' Nei REG. EXP. 12/31/05 R.C.E. No. 24953 OF HERMOSA AVE& WILSON AVE. c? DESIGN RECOMMENDED 53 INSTALL SPEED LIMIT SIGN PER CALTRANS TRAFFIC MANUAL STD. R12(40) 1 EA. 2 DIAL UNAUTHORIZED CHANGES & USES: The engineer preparing STAMPED "CITY OF RANCHO CUCAMONGA m TWO WORKING these plans will not be responsible for or liable for unauthorized BM 10103 1987"IN CURB RETURN w No.50318 m M.M. PERS E ASSOCIATES W BEFORE Exp 6/30/05 A DAYS BEFORE � Civil Engineering,Inc. If- ••• DRAWN n Annluc•eNcl�erxlvc,•suxvenxc SHEET YOU DIG YOU DIG changes to or uses of these plans. ELEV.= 1781 .647 609 INT -1, i 'u w �.. Lakc Forcct.CA 92(.l0`c � O� � O TOLL FREE 1-800-227-2600 Tqr CIVIL ��� HB BYgjS°° x .. R.C.E. 50318 (L F OF C ALtiFO CHECKED DRAWING NO. W A PUBLIC SERVICE BY �- C.W.L. DATE : 30 FILE NO. 00-3564 Q UNDERGROUND SERVICE ALERT P in7_nnRd_n7 TR 1R��7 P4N(,Pn/I4-4mw'AiInAPRnvF04FN7c c7 RF F7 i CNTn1 nl/i/(; Existing Easterly R/W NORTHERL YR/W SOUTHERL YR/W Proposed Northerly R/W Existing Southerly R/W Existing Westerly R/W REA40VE EX/ST PA VEMENT Remove Exist. Curb& 60' -00 1 (— Rock Rubble Gutter 68' 75' 21' 35' 12' 12' 36' 12' 20' 44' 11' .10 18' IC 18' Remove Exist. 8' Curb&Rock Rubble Gutter E 13' VAR S VAR/ES no 15'Begining and End of Const. on 4' 18 22 Const. 8"Curb& Gutter per Const. 8"Curti& GuUerper City Std. 104 A2-8 LEVEL LINE Const. 6"Curb& Gutter Rancho Cucamonga Standard 104 per City Std. 104 A2-8 Const. 8"Curb& Gutter per City Std. 104 A2-8 Const. new AC P 6" 0. Pave ave ent Commun ly Communty Trail Pavement lip Trail V /ES C.L. TO GU Fencing per Std 1003 2.0%� 1.7% 1,79' _ o Fencing per Std. 1003 �q j VAR/ES C.L.TO GUTTER Existing AC Pavement _2 0% 2.0% _ 2.0% S=2% TO 3. 5,� LIMIT OF 01/ERLAY S=3 9% TO 1.0% � - -, ___ 0.10'MJN. COLD PLANE 0.f0'M1N. OVERLAY 4, SIDEWALK Instal/AC Pavement Saw Cut& Proposed Const Crushed Proposed Existing 11'Community Trail Aggregate Base 12'Community Trail AC Pavement to S/W Remove Existing EXISTING A.C. n t. Compacted Sub rade Centerline Pavement Const. AC Pavement 5'MIN. Cos Cop g Const.AC Pavement Saw Cut&Join Const. Crushed JACARANDA COURT STREET SECTION Const. Crushed Aggregate Base Existing Pavement Aggregate Base COLD PLANE EXISTING A.C. Su FOR 0.10'MIN. OVERLAY Typica/Street/mpro vement Per City of Rancho Cucamonga Standard 100-A Const. Compacted b9rade Const. Compacted Subgrade N.T.S HILLSIDE ROAD STREET SECTION HERMOSA AVENUE STREET SECTION TYPICAL A.C. OVERLAY DETAIL AT JOIN LINES WESTERL YR/W EASTERL YRiw 16+60.35 TO 23+20.29 so' Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A Sta, 13+29.86 To 16+59.39 N.T.S. so N.T.S. Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A 12' 36' 12' N.T.S. 18No No 18' N PROFILE SCALES Existing Westerly R/W Saw Cut& __ _-_ _-_. __ .. .. . . _ _ _ .. _ _.._- .� _ �06 const. 6"Curb&Gutter LEVEL LINE Const. 8"Curb& Gutter per City Std. 104A2-8 per City Std. 104 A2-8 Remove Existing Exis6n Easte R/W R=5 72 o "_ 02' Pavement 68' g $ � $ i $ o HOR1Z.: 1 40 6' o� 6' �� $ VERT.: 1'=8' 2.0% 17% 1.7% Flo 2.0% 21' 35' 12' R"5' $ - $ 1 + $ � $ 6 22' 1867 zCo % 1880 Exist. 8"Curb& Gutterper $ R Rancho Cucamonga Standard 104 "' g0% SIDEWALK S/DEWALK Existing AC 8 WIDE 16'A.C. Overlay 2' m n Trail g o $ ECP OF LY CURB Sr 8 10110R5 Pavement lip on Variable Thickness u ty /nsta//AC Pavement Const crushed 4 (0.10'Min.) Fencing o $ Aggregate Base €; ao Const. Compacted Subgrade $ ^ 1859 SECTION CENTERLINE a 1870 PROF LU TREE PLACE STREET �j o Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A Existing N.T.S Const. Compacted Subgrade I I'Cornmunity Trail Const. AC Pavement Const. CrushedX16 Aggregate Base 1861 $ $ a , 1880 Z $ �0 v CIO HERMOSA AVENUE STREET SECTION Z Sta. 9+88.00 To 13+29.86 R�5,84% Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A N.T.S. 1853 1870 10 11 12 13 �x ` RIGHT OF WAY TP •P '� __ __ __ ' �� �Q`� 25 25 EWER IMPROVEMENTS PER R26 SIGN _ ` 12 `Z` g CUCAMONGA COUNTY SEWER 12 ON STREET - PLANS FOR TRACT 16332 � �. EXIST. EDGE OF PAVEMENT HERMO A AVENU EXIST EDGE OFPAVEMENT�` LIGHT 51 52 G\;�P��\ 26 �� t — — __—_— — — - --- ---------- ------ -- - VC, // SURVEPY MOMOMENT WENTw WILL BERESETAFTER _53 _ 28 AFTER _ " _ __ __ __ COMPLETION _ETION c R2 40 SIGN&POST EXIST CURB& GUTTER PROP. CURB& GUTTER OF CONSTRUCTION a R2(40)SIGN&POST PER DWG. N0. 373 EXIST CURB& ER ICTION a ( ) PER DWG. NO. 1373 \\ �� \ RIGHT OF WAY \ \ J Q PRIVATE \ EQUESTRIANI"r� 7' l�J1 � �� TRAIL ENTRY LOT 7 I , _ _ I o I LJ r 1 z cry HERMOSA A VENUE o LLJJ V COLD PLANE/PAVING DETAIL J o CL2 W Io Iu 0 7y j R26 SIGN O ON STREET R26 SIGN W LIGHT R26 SIGN vi LINE OF SIGHT RIGHT OF WAY ON STREET &POST ~ LINE OF SIGHT AL LIGHT Z CONSTRUCTION NOTES: W PROP. CURB& GUTTER 12 CONSTRUCT 4" MIN. AC PAVEMENT OVER 4" MIN. CRUSHED AGGREGATE BASE ctTv O DESCRIPTION OF REVISION DATE -- - - - 1 .• ��—�__________ — ____— a — - - -- - ---- -- _ ..-:.............. ___- 25 PROTECT IN PLACE � -- _ 26 INSTALL VARIABLE THICKNESS A.C. OVERLAY(0.f0'MlN.) •*• 8 - - - 51 - - &— COLD PLANE EXISTING PAVEMENT CITY O F RANCHO C U CA M O N GA - - - =10+00 11+00 z+oo 13'00 14+00 51 PAINT 4"YELLOW STRIPE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133 PLAN AND PROFILE Q) 8+00 9+� h Q 52 JOIN EXISTING S TRIPING STREET IMPROVEMENT PLANS k 53 INSTALL SPEED LIMIT SIGN PER CAL TRANS TRAFFIC MANUAL STD. R12(40) for k w v. TRACT No. 16332 i EXIST CURB& GUTTER UNDERGROUND SERVICE ALERT HILLSIDE ROAD RIGHT of WAY " ° STREET IMPROVEMENT DETAILS/SIGNING AND STRIPING , k k FORE yoG CaII:ToII FREE _ APPROVED BY;/ DATE " '" O _ 1-800-422-4133 r�r�� r 1JlJ� SIGNING AND STRIPING DETAIL �' �aFEssro CITY ENGINEER! ��� J. 0'- � 'll � GRAPHIC SCALE / -" ( OP A Mq N9� Illam J. O' N,i—/ REG. EXP. 12/31/05 R.C.E. No. 24953 O U TWO WORKING DAYS 40 0 20 40 80 � P�� QT,2 Fc DESIGN RECOJ1(Iw1 NDED p BEFORE YOU DIG L11 �, Z KR N+PERS&ASSOCIATES yy N No. 50318 m Civil Engineering.Inc. (IN FEET) w m DRAWN sr", F, -(,-cMK.Mti„�, SHEE � Ezp.6/30/05 � I sr.,w PD,.— ne NNomi.D -luw O I.1, V Y (A 426 141 (444)544 0K70 OC "CAUTION':Remember that the USA Center notilles KR (444)s44-08x0 F.. r N SCALE: 1”=40 � , s �P o OF— only those utilities belonging to the center.There could T� CIVIL : R.C.E. 50318 BY r o� CHECKED DRAWING NO. o be other utilities present at the work site.The center F OF C ALkFQ Z will inform you of whom they will notify. G.A.M. DATE : FILE NO. 02 0084-02 �J p D nq_nnnA_n9 TR iggq?PAmrwn ni IrdAAnni(,e l/AeDanvcneFAiTcIcTAc�T1 QPT09 rnAir TOP OF NL Y CURB PROFILEEXISTING GROUND BENCH MARK Ci coo $ "' f DESCRIPTION : 50.00'V.C. $ F RA v t o F D 2 BRASS DISK AT SE CORNER P.1.=1891.11 Q$ . re ^ OF HERMOSA AVE& WILSON AVE. r.D0a 0 N x : R=3 40% $ STAMPED "CITY OF RANCHO CUCAMONGA 31.42' V BM 10103 1987"IN CURB RETURN $ o $ O.C. C � W - $ � t + ^ ^ ^ 1900 107.58' Cd 2 - 8P! $ ^ $ $ ^ � � g � ELEV.= 1781 .647 $ ^ ^ + O.C. 65.66' 50.00'V.C. V 4i `! F1 cv R=3.31% O.C. ti P.L=1882.93 v �' $ 4i 1990CA 1910 C.L. N _ "' ^ T R-4 TTS m ^ CENTERLINE PROFILE - ^ ^ EXISTING GROUND $ ^ 50.00'V.C. W ��Qi� + A 146.56' cis P1=1890.91 aVg 8 coono^e "+/g :1�8�18g a ^ R_g,40% to � $$ a' + cep 1980 CROWN LfNE rn W °^° $ $ ^ 1900 C.L. $ 8a! ^ v 8 50.00' ^ so.o0'V.C. O.C. ^ R=3.31% P.l.=1883.51 * $ ^ 38' O.C. v h 1890 C.L. $+� .., ►• ? ° 42.98' 4241' 1910 C $ $z - R,4.7 ^ ON CURB ON CURB U _ a 9 ao $ W Cd ui a R=4.0 8=1.63% + °� +� $ R00% vs � g Z 1880 C.L. h h g ^ ^ 1900 N + 00CU g 65.66' 144.96' ° ° o/ R=3.31% v ., O.C. 50.00'V.C. O.C /001. EXISTING GROUND °i4 °/4 °/4 °/4 °/4 /4 /4 4 Co e 49.24'V.C. P.L=1882.94 $ R=3.3 $ oar ^ :D TOP OF ST Y CURB PROFILE P.1.=1881.08 ti ti ti ^ + o, 1990 � � � U; � � � v. � � °� Ld � M � k' Mgr ° N "' $ � ^ R'-4.W ^ 8 N g Cd 'N °/8 8=2.15% m O ° $ vii oa 1980 R=-0.91/ TAN R=2.84% QQ ^ TAN R=0.5346 N I 50.00'V.C. P.1.=1891.11 PROFILE SCALES HORIZ.: 1"=40' VERT.: 8' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES a1 -- CONSTRUCT 3" MIN,AC PAVEMENT OVER 4"MIN. CRUSHED AGGREGATE BASE 1 2 �/ 5 7 8 C) 2 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 `t CONSTRUCT 4" THICK P.C.C. SIDEWA W=4', PER CITY OF RANCHO zzi CUCAMONGA STANDARD PLAN 103, � 4'WIDE MIN. UNLESS OTHERWISE NOTED. w 4 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA ;c, STANDARD PLAN 134 IV °oo 5 j 5a- CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF 2 RANCHO CUCAMONGA STANDARD PLAN 101: W= 16' d o w 0 6 INSTALL 5600 LUMEN STREET LIGHT, BY SCE PAID&COORDINATED BY DEVELOPER LU Z ° 5 � 0- 5 CONSTRUCT CURBSIDE DRAIN OUTLET-LARGE CAPACITY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-C u� � u� ih o �o U w _ Ni k k 10 INSTALL STANDARD STOP SIGN PER CAL TRANS R 130"MIN. SIGN AND PAVEMENT o 2 M ^ co cii' v cii j a ,n z o MARKING PER CAL TRANS STD. PLANA24D 3216' n �' .� C � Q v v �c ci 6 ; 6 g ci �, c; �o � o a $ ui � 14 REMOVE EXISTING AC PAVEMENT, CURB& GUTTER Q WATER METER w $ $ + m ^ ^ ^ ^ rn $ ^ + o M $ ~ �¢� 15 INSTALL STREET TREE PER NOTES&LEGEND ON SHT. 1 Q 3 (TYP.) �i 3 ``' o si <n cn + + (� O Q $ + ^ ^ vCVI) ^ WATER METER 16 CONSTRUCT GRANITE COBBLESTONES CASE/PER CITY OF RANCHO CUCAMONGA STD. 542 20 ps, = W53 SIGN c; 15 3 m'P') ^ 17 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA Q Z � � I � r � �� ON STREET � ��) X88227 16j> LIGHT 3 ? STANDARD PLAN 104: W=24 U 19 ADJUST MANHOLE TO GRADE U � 188j TC O LLJ~ i 45 TC o °p Q 20 ADJUST WATER VALVE TO GRADE _ I 6 3 ���' ��"� �8B� � � _ 1899.69 TC = I 1895.24 TC ` - 1896.78 FL O 02 FL N 89°45'41" _ O W 2 LLJ G,� 188 TC _ 0 1897. f7 1899. r 0 3 15' 17 I -O _ 1 1886 62 FL 17 w 1 1 , 1899.69 TC 19'5.x, 4 1 ,6°° o z z O cn 1894.57 FL 19ILL W SMNT. c _�0 4 _ _I(o L'_� - -- N 89°45'41"E _ � g _�- ,,.°o TC 17 1899.02 FL � � ' 19 � �-+- _1 2���� 1862.27 r � 13.00 a�F�' O 1$97.4 g FL 881.61 C •� �� �� r> X95 5 1896.7 ( p. 1880.94 FL 1891.60 FL o, s °a vo 4 '' 6 O� A W TRAC7 BOUNDARY 16 Ge 20 Z U U IM PRIVATE W `n 0' Q 2 a w co + EQUESTRIAN g 1- 9 Payr. $ ,N + DELETE PROPOSED IoG WIT91N TIE �xg°� G�' �� �x�� F�,p`?"� � v � r, TRAIL ENTRY U CURBSIDE D PoR"�r I o Q SIDEWALK 4oJAGEMI-TO PL RRFA '� ��' G 00, ,o �b + + ,; 6 6 OUTLET SEE o �� 6 x� ' � �.F� 10 ��� B� 'Q�, v 6 v^ Q co Cr SHT. N0. 5 ^� g�. ''Q �� 0 22 EXISTING BLOCK c4LL - '�� ��' - - c'� j I O EXISTING EDGE OF OI E ! r- 7 - r��- r / �^ -! �'�- PAVEMENT OO (�, EXISTING STREET LIGHT T- 7 r _r ��r)_ 'n m' 2 7FU4 . r 3�� 3 ',r y r 136 1 r����.. r W APM S.W.,DRIWT PIED.ACCESS SW e CO88LESTONE TO SIS LOT W 1 O r ff Q I J r 3 '' ( of CUL-DE-SAC. RPVD oR'N/Y STA f LOT 2 �'0 3 w p t V h DESCRIPTION F REVI ION AT CITY O O S DATE o �► - - 0 � APPROVED � GRAPHIC SCALE Q EXISTING IMPROVEMENTS CITY OF RANCHO CUCAMONGA 41 40 0 20 40 8o O (� PER DWG. N0. 1373 LAJ IS ti 2 Q PLAN AND PROFILE saCARANf�A ORT k A U (IN FEET) DATA TABLE STREET IMPROVEMENT PLANS x i 0 for k SCALE' 1"=40' �0 O BEARING/DELTA RADIUS LENGTH TANGENT TRACT No. 16332 0 Oi 11'06'11" 756.32 146.56 73.51 Q 18°00'03" 100.00 31.42 15.84 JACARANDA COURT STA. 10+00.00 TO 17+00.00 m UNDERGROUND SERVICE ALERT N � 0 168°00'03" 38.00 131.32 239.91 x Fro E O CaII:ToII FREE 0 O 91°12'54" 27.00 42.98 27.58 .0111 1-800422-4133 -4� ° " PAPPROVED BY illiam J. Neil R.C.E. No�24953 O 80� 22 33 'REG. EXP. 12/31/05U DATE U O5 90 0000 27.00 42.41 27.00 �cc,� �'4 A. M'A�'Tq�cc` DESIGN RE N U E D O v FESS/04' CITY ENGINEER TWO WORKING DAYS Os 12°36'22" 318.00 69.97 35.12 BEFORE YOU DIG ° " rq Z KR LYERS&ASSOCIATES o Oi 12 3622 282.00 62.05 31.15 0 No. 50318 m - Civil Engineering,Inc. W m ri-n\v1c,•e�:c,nti kra,•scRvtv,na Os 12°50'42" 290.00 65.01 32.64 DRAWN S H E E T Exp.6l30�05 � iv s�.�.�,„r°imc n�����•sync Mw "CAUTION":Remember that the USA Center notifies s KR cV „,. 3 of 5 X4491<44-(IK 711 Q only those utilities belonging to the center.There could q BY`4V 11kk r R.C.E. 50318 s 12°3622" 300.00 66.01 33.14 CIVIC o be other utilities present at the work site.The center TF OF C Av_%F OQ` CHECKED D RQA WQI N--}G N O. 2 w#I inform you of whom they will notify. G.A.M. DATE : y;O FILE NO. 01-0069-01 r(J CJ ( p D in9_nnR1f_n'? TR 1RQ4?PAAi(`Pnn1lnAA4nAl(:AIIA4DPn1/FA4FA1TCICTA97)z-TiQwTnq fllA/r _ BENCH MARK _ 65.66' DESCRIPTION : O.C. FD 2"BRASS DISK AT SE CORNER 144.96' PRTN. OF OF HERMOSA AVE$ WILSON AVE. O.C. 65.66'V.C. STAMPED "CITY OF RANCHO CUCAMONGA Cm P.l.=1920.73 BM 10103 1987"IN CURB RETURN 50.o0•V.C. TOP OF W'LYCURB PRdFILE R=3.12% ^' P.I.=1918.85 N a �; ELEV.= 1781 .647 � tRu v°°+i o' U `�' > p X14 X14 X14 X14 TOP OF NIL CURB PROFILE Q0 ' °' $ � ^ Q0 U Cd Ci co ► c$ 42.14' 50.00'V. LU C. 2 f920 g _ R=1.1Y19� 1920 _ ON CURB P.I.=1685.2s S $ g 1920 C, R"3'M a m U' R� 50.00'�'C. 42,67 $$ �' 146.56' W 8 N ao $ P.1.=1907.53 ON CURB + $ CROWN LINE v + $ $ so.00,V.C. N EXISTING GROUND 1910 R=3.40% EXISTING GROUND e 1890 o _ 41% R=1.7 % 1910 co P.1.=1919.96 o z �' � R_3. U N a U to v- > of cgi go .+- p �i m W L� a $ " o �/ 14 o o p /4 4 $ 19 ig /4 R=4.12°� g Ci $ + i g � �a .- Jq=1.15% R=-2.00% 50.00'V.C. + > 2�I., �; '� ; 1920 C.L. : _ a 1920 f88D P.I.=1885.06 g g 1920 _ 8 � EXISTING GROUND $ ,0-775% Uj so.0&v.c. z P L=190733 1 8 g EXISTING GROUND CENTERLINE PROFILE *- $ N tv 1910 C.L. R.3.4o% 1890 C.L. o CENTERLINE PROFILE R=5' 0 0/4 �% l910 F v o 0/4 /4 42.14 ^ t ON CURB $ $ o 0 FP. ^ >Y a o 42.69' � a g $ $ N0 m ' �' v ON CURB v W TOP OF S7.Y CURB PROFILE ^ R=1.10% 50.00'V.C. > + Uj f92D - h >x }r1.48% f92D 1880 C.L. 4?.68' P.1=1885.2s $ 1900 a m $ W o ^ R n o �/ '/ ON CURB 0 � $ $ N ooi+ C11o � /g /8 8 8 Vic$ � � �m � � �+ `� ci3i� V ^ U R=3 796 v' gi h Lj m "? LLi ao oo W °o$ 42.14' " $ " 50.00'v.C. a rn v� `� + ON CURB g $, p/ /4 =3.4096 m ai o� m ci v o $ EXISTING P.1.=1907.53 p/ p/4 4 R ��, 4 m o GROUND 1910 °/4 p/4 �/4 p/4C6 W 00 W m PRTlV. OF 1890 i R=340% ^ ^ " 6566'V.c. TOP OF FLY CURB PROFILE �EXIS17NG GROUND 50'V. P.r.=J92o.73 p/ o/ o/ p/4 PROFILE SCALES ao rn P.1.=1918.32 4 4 4 65.66' R=2.44°� ' 31.47 107.58' O.C. HORlZ.: 1'=40' 4 O.C. O.C. VERT.: 1"=8' 17+00 18+00 19+00 20+00 21+00 10+00 11+00 12+00 13+00 14+00 O HILLSIDE ROAD JACARANDA COURT 2 g 12 SEE SHEET NO. 5 I SEE SHEET NO. 3 9 C, W 10 11 13 �, 14 I 21 20 22 9 Q h N A -A $ W Uj o W °° N " N to %Q 1U 11' 22' n n n ►` er 6 Q � Q3 ^ °° 2 N 3 v~i v~i ti a v~i v~i v v~i c~n 10+48.54 29 29 Uj Z v, + EXISTING IMPROVEMENTS 17 + �; PRIVATE PER DWG. NO. 1841 8 B.C.R. _ ❑ 2 3 EQUESTRIAN 1 I 8 Q 3 OTYP.) TRAIL 239 4 4 18 ® ® ® ® ® L C 1908.42 TC 11 14C.L. INT. STA. 10+00.00 JACARANDA COURT I : 1884.17 TC "� �fi _ .- D ❑ 88 0 FL N 0°20'38"E 1907.75 FL 19� 11 4 0 O 3MF o, -- STA. 9+90.05-HILLSIDE ROAD JD I +- - 1 , - FS 1 3.5 V Z --_ ____ _ _ _ _ M ___ .. 1 x.01 TC , IR 1884 4 +1+00 12+00 - C.L. INT. STA. 17+81.58-JACARANDA COURT °� 19 7 �' 7 BTC 1 3 coo ao 199.08 TC Q W J9 N 89°45'4 "E 17 _ 191934 FL 0 �3 c " 19 1908.41 FL i0 STA. 13+74.03-PEPPER TREE PLACE r l 20 I -- I e v -+-- - _ _ _ I Q ��,� 00 ,8+00 19 20+00 2,+00 I� O r- -- - -- 1908.33 TC 1911.40 TC 1 0 � 1917.38 TC � s I ® ® ® ® ` ® 2 §- 10 1907.66 FL • 1910.73 FL o ^ 1916.71 FL s 191 O _ _ �►o_ I�' L1 '`� 8 U-+ c7� W W 2 834T J^ F 19»6�FC o 6 o v 18 of v C Q 17 � � 8 18 17 � WATER METER 15 T�1'P•) � o� (� U Cn 255' 'X` N J?° �) a rn � N `u' ^ U ® rn rn 0 2 15 (TYP.) �47j by 01 TC \. J $l o ti '� '� N X m Q Q 2 Z + 1920. � Z lyj +o c^o c^o 60' U W53 SIGN C6 w ❑ ❑ 1919.34 FI- 1(� � n � n ►�- n 1 I R2(25) rn l�7 "� �s rq S' 1 Q `n 1 2' 18' 18' 1 ' O � U o v + Ci &POST `� 36 01' O SIGN ON In Ic, C7 17 U ., op N cn of°6 �° lyj '� ,M � 5 m ;,� 26.55' 19 5 STREET 11 22 g_,s_, - 6 1 LIGHT w O ❑ HILLSIDE ROADJACARANDA COURT h x SEE SHEET N0. 5 PEPPER TREE PLACE SEE LEFT STA. 12+64.83 5 h +�;, 5 STA. 12+62.04 _ W= 16, X=3' 60, W= 16',X=3' m U- 0' 0' - 3 18' 18' 1 15 U 21 PEPPER TREE PLACE 18 0 SEE RIGHT CONSTRUCTION ITEMS z 0-- CONSTRUCT 3" MIN.AC PAVEMENT OVER 4" MIN. CRUSHED AGGREGATE BASE URT /� REVISE PAiVY 5TATJON @ LOT 12 1.1-0 w JACARANDA 2 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 DESCRIPTION OF REVISION DATE C Y O CONSTRUCT 4"THICK P.C.C. SIDEWALK, W=4', PER CITY OF RANCHO APPROVED GRAPHIC SCALE CUCAMONGA STANDARD PLAN 103 4 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA W 40 0 20 40 80 STANDARD PLAN 134 � DATA TABLE 5� CONSTRUCT CONCRETE DRIVE'APPROACH PER CITY OF PLAN AND PROFILE (IN FEET) 0 BEARING/DELTA RADIUS LENGTH TANGENT RANCHO CUCAMONGA STANDARD PLAN 101: W= 16' STREET IMPROVEMENT PLANS x SCALE: 1'=40' O 90°3458" 2700 42.69 27.28 6 INSTALL 5800 LUMEN STREETLIGHT BY SCE PAID&COORDINATED BY DEVELOPER for O 0 89°25'02" 27.00 42.14 26.73 7�- CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A TRACT No. 16332 i O 90°3448" 2700 42.68 2727 8 CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA STANDARD PLAN 102 JACARANDA COURT STA. 17+00.00 TO 21+32.01 m UNDERGROUND SERVICE ALERT ° 10 INSTALL STANDARD STOP SIGN PER CAL TRANS R130"MIN. SIGN AND PAVEMENT PEPPER TREE PLACE STA. 10+00.00 TO 13+74.03 x O 8925'12" 27.00 42.14 26.73 MARKING PER CAL TRANS STD. PLANA24D x ORF yo Call3oll FREE s 198000'03" 38.00 131.32 239.91 APPROVED BY DATE v G 15 INSTALL STREET TREE PER NOTES&LEGEND ON SHT. 1 ,{ L� -/�� , DATE 15 FESS Q p 1-800-422-4133 O ° QFto o,�,� CITY ENGINEER Vlliam J. O' Neil ✓ REG. EXP. 12/31/05 R.C.E. No. 24953 U s 18 00'03" 100.00 31.42 15.84 &- CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA �o .t A. M q O TWO WORKING DAYS Oi 11°06'11" 756.32 146.56 73.51 STANDARD PLAN 104: W=24" h� OPS RT,2 �`� DESIGN RECOMM DED p BEFORE YOU DIG _� z KR )TRS& ASSOCIATES N 18 CONSTRUCT SIDEWALK AND RAMP LAYOUT AND JOINT PER CITY OF RANCHO CUCAMONGA STD. 1034E 0 No. 50318 rn L-- ('i�il Engineering, Inc. Uj "' DRAWN L.,,,1, ,•F,;,INI[RINO-'S[RAF\I,[; SHEET Exp 6/30/05 z 14 Sr-,-,P,:ni,I)-,•S°,I,e;w 'CAUTION':Remember that the USA Center notifies 19 ADJUST MANHOLE TO GRADE a KR (444,CW 4 I zk,Fnrctt,C 4 926%0 0 14441 tW-1IN7/1 OF 5 C only those utilities belonging to the center.There could 20 ADJUST WATER VALVE TO GRADE s�, CIVtI �P r o be other utilities present at the work site.The center " " qT �� CHECKED BY R.C.E. 50318 DRAWING N O. o will inform you of whom they will notify. 29 CONST. 6 A.B.S. TO 4 CAST IRON DRAIN TRANSITION/CURB OUTLET PER DETAIL ON SHEET 5 OF C A��F° 2 G.A.M. DATE :at FILE NO. 01-0069-011987 p D inq-nnRA_n? TR 1F4Z?P,6A1('N(1 ri1('4A4nw b 1AADQ0i/FAAFAITCICTRFFTIC{-!T/U IIIA//, 150.00'VC. BENCH MARK 150.00,V.C. P.I.=1895.41 ci o^ m DESCRIPTION : � P.1.=1888.09 $ g $ : g ` >; r< o r; FD 2"BRASS DISK AT SE CORNER g g gD OF HERMOSA AVE 8 WILSON AVE. EDGE OF PAVEMENT g ^, STAMPED "CITY OF RANCHO CUCAMONGA1Ai , WLYOFq c Cie r. N + BM 10103 1987"IN CURB RETURN N 42.14' 42.68' g $ $ ^ N N E L EV.= 1781 .64 7 _ N 1900 O.C. O.C. TOP OF PROPOSED ^ m N'L Y CURBW m W 8 R g N ^ ^ ^ t2 g EXISTING GROUND $ , QQ 1890 8 Z t2 ^ ^ 1890 1890 ^ �.3 , 2 ` 1910 . o o ^ o A �/4 �/4LA A/4 R_2'48% g + N / g o/ �/4 /4 4 _ gg � � Nom ' � p 4 gg g N R�: � / ^ W f _ ^ R=2.55% g � � � 1 � EX/S77NG AND � a g 1880 EXISTING AND PROPOSED g 8 N 1880 8 0 PROPOSED ^ ^ R�a1 1900 CENTERLINE PROFILE CENTERLINE PROFILE al 1890 C.L. g a x50.00,v.c. 1890 C.E. 1890 2 _ 1910 P.I.=1895.4100 1- 00 150.00'V.C. g N g o $ �+ w h oU P.I.=1888.09 g $ * N 4.^' g c w CU co �'v ` + 1880 C.L. g g a N ` 1880 C.L. 1880 + 1900 TOP OF EXISTING 8 g S'LYCURB $ 1 m � N — g � ►� g "- m N EXISTING ^ GROUND 1870N $ � = � o 1870 - i � _ TSP OF Et V CURS R _ I R=2.43% I 1 1880 — _ - - - - r 1880 ' s PROFILE SCALES I HORIZ.: 1"=40' I l VERT.: 1"=8' 17 18 19 20 21 22 23 13 14 15 16 17 Q o PEPPER TREE PLACE (0 z Q SEE SHEET NO. 4 z 0 1 g 19 5 16 15 5 w 20 cc U EDGE OF 1 M V X n 2 PAVEMENT 6 9 � 6 __ PRIVATE + ^ �o PRIVATE + _ PRIVATE _ �, ^ o �, + rn EQUESTRIAN � ^ ^ EXISTING IMPROVEMENTS EQUESTRIAN RELOCATED FH. (EXIST. F.N. SHALL BE "' S (�' EQUESTRIAN TRAIL ENTRY (�' " " 11 11 PER DWG. NO. 1239 v U LINE OF SIGHT + N TRAIL ENTRY ReLOCATED 20 ELY /"F4 C.C.WD. PL4NS� + °p N TRAIL ENTRY 14 00 18 18 I EXISTING IMPROVEMENTS - 14 21 ?1 29 29 21 P9 EXIST. CURB& PER DWG. NO. 1373 EXIST.AC BERM 14 EXIST. FIRE � � 29 _ 22 $ w 23 23 HYDRANT 29 15 P. a 15 P.) 23 23 __ _ GUTTER PER DWG. Is f> - T1 - 2 - p i7 11 12 W 17 11 #174 1880.30 TC a " 11 t I l i N 23 F,s $0 12 1879.63 FL EXIST PD,YCRPOLE w N 0 19'45 E 329.53 EX,sr oAF - - - $� 31A 1 0 — – 12 14 � cn t 9 J F� 14 r r_ Z Q22,S O \ 1 1 - I ►= 2 0 J 2 U I� 18 �s N 89°45'50"E 29 20 21 22 23 (� M O J SAWCUT LINE EXIST CABLE TV EXIST. 8"SEWER 15'S.D. ESMNT. EXIST. EDGE OF XI ? �- 26 1'MIN. OFFSET FROM LINE OF SIGHT 26 N �— w w m \ - L" I EXIST. GAS LINE EDGE OF PVMNT Z PAVEMENT PRNATE 1` W w 5'MIN. COLD PLANE 9 ! E7(16T�JRwrt� _ 1"MIN. DEPTH ALONG 23 �I `� O �I \ 6 EQUESTRIAN 1+0 '1�' °�° 2 EXIST CURB& EXIST.B"WATER ^ W ►. o TRAIL ENTRY , o O ENTIRE FRONTAGE _ ��, $' ?I� � � °p a^° 9 S GUTTER PER MVG EXIST EDGE OF C.L. INT STA. 9+90.05-HILLSIDE ROAD + o �. #1373 EXIST. ST. LIGHT PAVEMENT EXIST. ST. LIGHT EXISTING IMPROVEMENTS w N d, o w `� O ^ ` s + U STA. 10+00.00-PEPPER TREE PLACE W I �, 1 ^ V m PER DWG. NO. 1841 L) ZL A 1 ` O $ ; EXIST. ST. LIGHT �� o U t Q EXTEND A?S FOLLOWS: SAWCUT ✓O/N EAST D/A r- C EXIST. FIRE r��� rr 1 z oo ANO W 10F_lV BY lo.�o/ A/UD X =3'. HYDRANT ILLSIDE RAD 0 JACARANDA COURT 4 = CONSTRUCTION ITEMS CONSTR UCT/ON I TEMS -cont. SEE SHEET NO. 3 0 `9 x 1 CONSTRUCT Y MIN.AC PAVEMENT OVER 4" MIN. CRUSHED AGGREGATE BASE Q t 9 CONSTRUCT CURB OUTLET DRAIN NED I UM CAPACITY PES' C rTY o F `Cn N fn 2 �— RANCNO CUC4MON6R STANDArQO'PLAN /07-8. 2 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 U S � + 5a-- CONSTRUCT CONCRETE DRIVE APPROACH PER CI OF RANCHO CUCAMONGA STANDARD PLAN 101:= 16'�E-ATFAMI WIDEA! A5- SND WAI kIEREON. HERMOSA A VENUE 6 INSTALL 5800 LUMEN STREET LIGHT, BY SCE PAID& COORDINATED BY DEVELOPER O U_ 7� CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A Z 8 CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA STANDARD PLAN 102 8*CURB FACE EXTEND EXIST D4'WY e ADD CURS ORA/N. RELOCATE W S DIA.CORE CUT AV CURB s"WYE �EX IST- FI-I. PER C.C.W.0. FLAN/PE PM/T. z 9�— CONSTRUCT CURBSIDE DRAIN OUTLET-LARGE CAPACITY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-C FACE WITH4'CAST IRON B.S.TEEd GRATE F.S. ( D CI v O PIPE OUTLET DESCRIPTION OF REVISION DATE &:1-- INSTALL STANDARD STOP SIGN PER CAL TRANS R130"MIN. SIGN AND PAVEMENT 1•LIP FOR CLEANOUT APPROVED a GRAPHIC SCALE MARKING PER CAL TRANS STD. PLAN A24D g 11 SAW CUT&JOIN EXISTING AC PAVEMENT CITY OF RANCHO CUCAMONGA W 40 20 40 80 (2J 4'D02 CAST IRON 6-A.8-S. I � 12 CONSTRUCT 4"MIN.AC PAVEMENT OVER 4"MIN. CRUSHED AGGREGATE BASE XISTING SIDEWALK @ s=o 02 14 REMOVE EXISTING AC PAVEMENT, CURB&GUTTER R1W s=o.00sMlN PLAN AND PROFILE ANEWPOW-Ws-T°4"".BS STREET IMPROVEMENT PLANS ' EXISTING CURB AND GUTTER k NOTE: /PROTECT IN PLACE) PROFILE REDUCER k (IN FEET) 15 INSTALL STREET TREE PER NOTES&LEGEND ON SHT. 1 for k SCALE. 1'=40' DEVELOPER SHALL INSTALL LANDSCAPING AND 17 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA O IRRIGATION FOR PRIVATE MAINTENANCE BY TRACT No. 16332 Z STANDARD PLAN 104: W=24" s•To 4• LOTS 19&20 ALONG THE HILLSIDE ROAD SIDE YARDS. Z 18 CONSTRUCT SIDEWALK AND RAMP LAYOUT AND JOINT PER CITY OF RANCHO CUCAMONGA STD. 103 REDUCER HILLSIDE ROAD STA. 16+60.35 TO 23+20.29 m UNDERGROUND SERVICE ALERT ' s•A.B.S TEE&GRATE@FS HERMOSA AVENUE STA. 13+29.86 TO 16+59.39 21 CONSTRUCT COMMUNITY TRAIL PER CITY OF RANCHO CUCAMONGA STD. 1003FOR CLEANOUT k 0�F OR YO DATA TABLE >,214*01A.CAST IRON Call7oII FREE 22 RELOCATE TRAFFIC SIGNS r g s=0.02 k BEARING/DELTA RADIUS LENGTH TANGENT APPROVED BY / ,J� DATE z G O �pFEssro CITY ENGINEER -J �i � , ��` &",f a z " 0 1-800-422-4133 23 UTILITIES TO BE UNGROUNDED&POLES TO BE REMOVED BY a Q tiq William J. O' Neil REG. EXP. 12/31/05 R.C.E. No. 24953 V U G) SCE. WORK TO BE PAID FOR AND COORDINATED BY DEVELOPER O 89025'12" 27.00 42.14 26.73 �,a �( A. Mq t O TWO WORKING DAYS Q P� Rr, �2 DESIGN RECOMMENDED p BEFORE YOU DIG 24 RELOCATE GTE MANHOLE BY OTHERS 0 90°3448" 27.00 42.68 27.27 PLAN FWYE •A.B.S. �' Z �' KR N Zl f RS&ASSOCIATES m ---J ('ivil Engineering,Inc. 25 PROTECTINPLACE O No. 50318 m DRAWN ''1'""" -FN(iMfRINO-StR\1 1NO SHEEN Exp.6/30/05 i,sr,<n,,,,P-1,rh, •Sun,N)9 I aAc F.,rC.l.(-A 42630 0 X4441�44-I IN 711 'CAUTION*:Remember that the USA Center notifies 26 INSTALL VARIABLE THICKNESS A.C. OVERLAY(0.10'MIN.) 4 CURB OUTLET DETAIL KR 444' j OF-5N only those utilities belonging to the center.There could 5 `s q CIVIL �`P BY: _V R.C.E. 50318 be other utilities present at the work site.The center 27 RELOCATE TELE VAULT 2 N T s rF OF ALIFO CHECKED DRAWING N O. Ci will inform you of whom they will notify. 29 CONST 6"A.B.S. TO 4"CAST IRON DRAIN TRANSITION/CURB OUTLET PER DETAIL HEREON C8 G.A.M. DATE : FILE NO. 02-0084-02 A nq_nnui_m TA annlrwn rl ninit,,