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HomeMy WebLinkAbout1628 R_�NCHO CUCAMONGA CITY of RANCHO CUCAMONGA GOAL NO TFS Aada,t- Abhh.. 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE C/TY OF RANCHO CUCAMONGA STANDARDS J �T ` � AND THE STANDARD SPE-CIFICA7701VS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDIT/ON INCLUDING /TS 6th STREET ""' --- ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR W17H AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS IE7E p 10 Q Q � 2 AL L PIPE /NES OR SUBSTRUCTURES OF ANY KIND, TEL EPHONE OR POWER ROL ES, WATER METERS, VA VES, FIRE Q m HYDRANTS, ETC SHOWN OR NOT SHOWN ON THESE PLANS WNTH/N THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED LIJ IN PLACE AS REOUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. J.Q ANY CONTRACTOR PERFORM/NG WORK ON TH/S PROJECT SHALL FAMILIARIZE HIMSELF WITH THE S/TE AND SHALL BE 4th SIFT E T7?A SOLEI Y RESPONSIBLE FOR ANY DAMAGE TO EXIS71NG FAC/CITIES RESUL TNG D/RECTL Y OR /ND/RECTL Y FROM HIS E Y/ 'T rPei lt 'A/�li Tj�7/'�rTAI C T �� OPERATIONS, WHETHER OR NOT SUCH FAC/L/T/ES ARE SHOWN ON THESE PLANS I Ir -r .7t.- 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENC/NEER/NG DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR 170 Free WO RIGHT-OF-WAY. CUCAMO-IVGA CORNERP011VTE 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PAV7NG STAKES SHALL BE SET AT ALL HINGE O/v7T�fi'/J PO/NTS; EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEYAT/0N AND AT NOT MORE THAN 50 FOOT INTERVALS ADDITIONAL PAVING STAKES MAY BE REOU/RED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL NoAlf CURVE AREAS. VICINITY MAP 'v 6. ALL SEWER, WATER EZECTRIC, G4S PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PR/OR TO PAVING.. SECTION 15, TOWNSHIP 1 S, RANGE 7 W, S.B.M s r-_. - 7. COMPAC7701V TESTS OF EMBANKMENT CONSTRUCTION, 7RENCH BACK77Lt, COMPACTING ORIGINAL GROUND AND ALL N.T.S. SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH L J THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEERING FOR APPROVAL PRIOR TO THE PLACEMENT ^� SHEET 12 OF BASE MATER/ALS AND/OR SURFACING. SHEET 6 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE C/7Y ENG/NEER. ZIS77NC ALL TESTS OR DETERMINATIONS COMPLETED TO VER/FY STABIL/TY OIL CONTENT AND GRADA7701V OF ASPHALT PAV/NG. 0 t h S T R E E T PR/VA TF ENG/IVEE/P'S NOTICE TO CONTAACTOR�SI /IYDIEX TO DRA WINGS _ _.____ 9. PRIOR TO IIVSTALLA7701V OF ANY PAVING, A MA7FR/ALS REPORT SHALL BE SUBMITTED TO THE CITY ENG/NEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R- VALUE, SIEVE ANAL Y515 AND SAND EOUIVALENT OF AGGREGATE 845f- 1. A5E1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN 1NVEST/GATED AND ALL KNOWN U77L/TY CONDUITS AND SUBSTRUCTURES ARE SHOWN SHEET 1 777ZE SHEET 10. PAVING SHALL BE PERFORMED IN ACCORDANCE W77H R-VALUE AND PAVEMENT 7FST5 TAKEN 70 DETERMINE STRUCTURAL HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL �. SECTIONS AT COMPLETION OF ROUGH GRADE PR/OR TO PAVING. UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. SHEET 2 TYPICAL STREET SECTIONS THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT 1 11. WHEN IMPROVE MENTS• ARE TO BE PLACED ON AA77VE SOIL WHICH 001MISTS OF A ROCKY A94TER/AL, THE SUB-GRADE OF SA/D UTILITY CONDO/13• AND SUBSTRUCTURES DAMAGED BY HIS OPERATION /N SHEET 3 PLAN and PROF/LE - GOLDEN OAK ROAD Sto 1+00.00 to Eta 11+00.00 %'T= SLMLL BE PREPARED BY REMOVING ALL ROCKS WH/CH PROTRUDE ABOVE THE SUB-GRADE AND ALL VO/DS OR 1 DEPRESS/DNS SHALL BE FILLED WITH A RAE GRADE MATERIAL OF A QUAL/TY BETTER THAN 7HE NATIVE MATERIAL. CONNEC770N WITH THE L/M/TS OF THIS PROJECT SHEET 4 PLAN and PROF/LE - GOLDEN OAK ROAD Sto 11+00.00 to Sto 20+50.00 SHEET 5 12 IF THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS 57ERILANT REGISTERED BY 7HE E.P.A. FOR 2. EX/STING U77L/7IES SHALL BE MAINTAINED /N-PLACE BY THE CONTRACTOR, UNLESS SHEET 5 PLAN and PROFILE - GOLDEN OAK ROAD Sto 20+50.00 to Sto 29+29.22 FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPL IED AT IHS MANUFAC7URER'S RECOMMENDED RA IF FOR OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EX/STING UTILITIES NOT F7 COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF SHEET 6 PLAN and PROF/LE - 6th S7REET Sto 0+00 to Sto 11+00.00 POPPYRf-LD COURT THE FULL PAVEMENT WIDTH PR/OR TO PAVING. THE RESPECT/VE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. 1.3. ES77M47F OF OUAN7777ES IS FRONDED BY 7HE_ ENGINEER ONLY FDR THE CONVENIENCE OF THE DEVELOPER, THE SHEET 7 PLAN and PROFILE - 4th STREET Sto 217+00.00 to Sto 231+00.00 CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCT/ON OUANTIT/ES BEFORE SUBMITTING A BID. ANY 3 THE CONTRACTOR SHALL BE RESPONS/BLE FOR THE PRESERVATION OF ALL, /F ANY, 17EM OF WORK RE-OUIRED BY THESE PLANS WHICH 1S NOT SPECIFICALLY LISTED /N THE ESTIMATE OF OUANT/77ES EX/ST/NG SURVEY MONUMENTS. SHEET 8 PLAN and PROF/LE - 4th STREET Sta 231+00.00 to Sto 242+41.57 1y SHALL BE CONSIDERED AS INCLUDED /N 7HE OTHER ITEMS OF WORK. 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S LICENSE AND SHALL SHEET 9 PLAN and PROF/LE - ARBORGLEN DRIVE Sto 1+4336 to Sto 7+78.82 BROOKVIEW BE RE-OU/RED TO POSSESS A VALID CITY BUSINESS LICENSE WHILE PERFORM/NG WORK W CT. SKADOWBROOK OR. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCIFO AT EACH J 44INTERSECT/ON. ON THIS PROJECT. PLAN and PROF/LE - EVEN/NG SONG PLACE Sto 7+78.B2 to Sto 9+98.82 11 IT Z �6 15.. CITY APPROVAL OF PLANS DOES NOT RELIEVE- THE DEVELOPER fROM RESPONSIBILITY FOR THE CORRECRON OF SHEET 10 PLAN and PROF/LE - SHADOWGROVE DRIVE Etc 1(49.00 to Sto 7+82.66 W 1 2 W 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL RE-OU/RED PERMITS C� 1K ERROR AND OMISSION DISCOVERED DURING CON57PUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SHEET 11 PLAN and PROF/LE - MORN/NG DEW PLACE Sto 1+00.00 to Sto 3+20.00 t � 6. THE CON7RACTOR(S) AGREES 7HAT HE SHALL ASSUME SOLE AND COMPLETE B ZENO HEARTHSIDE CT. 16. WORK S/7F AND EXTER/OR 577?= SHALL BE IN A NEAT, CLEAN, HAZARD FREE ORDERLY SUM 7HR000HOUT PLAN and PROF/LE - SPR/NGBROOK COURT Etc 1+00.00 to Sto 4+64.64 � RESPONSIBILITY FOR JOB S/TE CONDITIONS DURING THE COURSE OF CONSTRUC770N CON57RUCRON SITE SHALL BE CLEANED UPON REOUEST OF THE INSPECTOR. OF IH/S PROJECT, INCL UD/NG THE SAFETY OF ALL PERSONS AND PROPERTY. THISy.` S/�/T, 12 0 REOUIREMENT SHALL APPL Y CON77N000SL Y AND NOT BE LIMITED TO WORKING HOURS. SHEET 12 PLAN and PROFILE - 6th STREET Sta 11+00.00 to Sta 13+38 54 ;HEET 4 17. CONTACT ALL U77L/7Y COMPANIES AS REQU/RED, 48 HOURS PRIOR TO EXCAVA770N. PROVIDED fOR YOUR CONVENIENCE 7. THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD INE OWNER AND ENGINEER `' PRIVATE STREET Q HARMLESS FROM ANY AND ALL L14BILITY, RELATED TO OR ALLEGED, 1N CONNECT/ON OLD POST R. BUTTONWOOD 2 - - WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING UTIL/TY OWA/ERSHIP T CT. Q ,� FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. - �' j < � �' S CIFJCA TIONS STORM DRAIN- SAN BERNARDINO COUNTY fZ000 CONTROL DIST. (909) 387-2800 Z O � 30 � V B. LOCKMAN ae ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUC770N STAKES f27R v 1.0 ALL WORK SHALL BE PERFORMED IN ACCORDANCE W/7H 7HE- STANDARD SPEC/FIG4770NS fOR PUBLIC WORKS GL�NSTRUC17ON 825 EAST 3rd STREET t O � W Z � THIS IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REOU/RED SHALL BE THE m „ (S S.P.W.C� 1997 ED/T/ON, /NCLUD/NG ALL SUPPLEMENTS THERETO AND THE STANDARD PLANS FOR PUBLIC WORKS SAN BERNARD/NO, CALIFORNIA 924 15-0835 p = �c " O RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS' SHOULD BE MADE WITH THE � J ENGINEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOT/FY LOCKMAN do (909) 987-2591 � HOMESTEAD �R O CONSTRUCT/ON, C/TY OF RANCHO CUCAMONGA. ASSOCIATES AT LEAST FORTY-EIGHT 48) HOURS PR/OR TO ANY STAKING. SEWER. 9641 5 CUCAMONGA COUNTY WATER D/SIR/CT BROOK DRIVE V� ( 9641 SAN BERNARD/NO ROAD c1 a 2.0 SUBGRADE PREPARATIONS RANCHO CUCAMONGA, CALIFORNIA 91730-0638 W 9. CAD457RAL INFORMATION SHOWN HEREON IS FOR GENERAL INFORMATION PURPOSES = O 2.1 ALL SUBGRADE PREPAR477ON SHALL BE DOME IN CONFORMANCE WITH SE C77ON 301-1 OF 7HE S.S.P.W.C. ONLY. SHOULD ANY DISCREPANCIES ARISE IN 7HE NOR/ZONTAL•i'LOCAT70N OF THESE CHINO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 Z a V IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP 9400 CHERRY AVENUE #A Z E SHEET 10 �, 2.2 ALL SUBGRADE PREPAR477ON SHALL BE PERFORMED UNDER THE DIRECTION OF THE SOILS ENGINEER, AND CERTIFIED SHALL GOVERN. ALL CONSTRUCT/ON STAKING FOR THE HORIZONTAL LOCATION OF FONTANA, C4LIFORN/A 92335 � � DRIV c� t PRIOR TO THE PLACEMENT OF ANY BASE MATERIAL. THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. O � LIVE G14K � � t 10. UNAUTHOR/I£D CHANGES t •THE ENG/NEER PRE-PARING THE PLANS W/ NOT WATER. 9641CUCAMONG4 COUNTY WATER DISIR/CT (909) 987-2591 o � ARSORGLEN DRIVE 2.3 RELATIVE- COMPAC77ON FOR 7HE FINAL PREPARA77ON OF THE STREET SURGR49E SHALL BE PERFORMED PURSUANT TO !/SES SE LAS LL O 9641 SAN BERNARD/NO ROAD � � SECT/ON 301-1.3 OF THE S.S P.W.C. BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF RANCHO CUCAMONG4, CAL/PORN/A 91730-0638 Z �7 SHEET 1O THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRIT/NG AND MUST BE � a - JO CRUSHED AGGREGATE BASE MATERNAL APPROVED BY THE PREPARER GF THESE PLANS CH/NO BASIN MUNICIPAL WATER D/SIR/CT (909) 357-0241 = r SHEET 3 SHEET 9 3.1 ALL CRUSHED AGGREGATE BASE MATERIAL FOR STREET /MPROVEMEN73 SHALL BE /N CONFORMANCE W/7N SECTION 9400 CHERRY AVENUE ,/Aogl� 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIRCA77ONS AND CONTRACTUAL FONTANA, CAL/PORN/A 92335 U LSHADOWGROVE OR/VE SHADOWGROVE DR/VE 301-2 (UNTREATED BASE) OF THE S.S.P.W.C. AGREEMENT. Z12 6W)REATED BASE MA7ER/AL SHALL BE CRUSHED AGGREG47T BASE UNLESS APPROVED OTHERWISE BY 7HE CITY METROPOLITAN WATER D/SIR/CT (909) 593-7474 27-1 ENG/NEER, CITY OF RANCHO CUCAMONG4.12. THE CONTRACTOR'S A77TN7701V /S EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS 700 NORTH MORENO AVENUE AND PROVISIONS OF THE ST„TE OF CALIFORNIA SAFETY REGULATIONS CONFORMANCE LA VERNf, C.4L/PORN/A 91750 9 12 o SHEET 11 W JJ CRUSHED AGGREGATE BASE MA7TRLAL SHALL COMPLY N77H SE7770N 200-22 OF THE S.S.P.W.C. THERETO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT. = v 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVAT/ON OUTS/DE OF THE �S.• SOUTHERN CAL/FORNG4 GAS COMPANY (800) 427-2200 p 34 THE RELATIVE GbMPAC770N OF ALL BASE MAITR/AL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT /N THE AREAS PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENG/NEER. ALL AC/CONCRETE GLENA/RE COURT SPR/NGBROOK CT. SPR/NGBROOK OR/VE BACK OF CURB) AND SHALL BE CERTIFIED BY THE SO/LS ENG/NEER. £L£C7R/C.• SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 REMOVALS ARE TO BE DISPOSED OF OFF-SITE. ; 7951 REDWOOD AVENUE 4.0 ASPHALT CONCRETE PAVEMENT ; SHEET 11 14. THE CONTRACTOR SI-MLL REV1EiY AND VERIFY ALL CON0/770NS AND DIMENSIONS AT THE FONTANA, CALIFORNIA 92336 - HJ- 4.1 ALL ASPHALT CONCRETE (AC) PAVEMENT SHALL COMPLY OrH SECTION 302-5 OF THE 5S.P.W.C. JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORKCOMPARE ACTUAL TELEPHONE.• GENERAL 7ELEPHONE COMPANY (800) 483-3000 * t h S T R E E T CONDITIONS WITH DRAW/NGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK /S TO BE - ® 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED /N 7W0 (2) COURSES THE BASE COURSE THICKNESS SHALL BE PERFORMED,- CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES, EOUIPMENT AND CABLE.• COMCAST (909) 983-9895 �S� AS NOTED ON THESE PLANS AND SHALL BE AZAR-40A AS SPEC/SSSS E SECT/DNS SECTIONS 203-6.1 AND . 1 AN 3.2 UTIL/TIES WHICH AIRY AFFECT WORK. COMMENCEMENT OF WORK SHAL L CONSTITUTE FUL L FL Q OF THE S S.P.W.C. ON THESE PLANS AND SHALL BE 8-AR-40M AS SPEC/F7E0 /N SECTIONS 203-1, 203-6. 1 AND 1205 DUPONT STREET SHEET 7 SHEET 8 ! Q \�'�l 203-6.3.2 OF THE S.S P.W.C THE TOP AND FINAL COURSE SIMS L CONSIST OF A ONE (1) /NCH THICK LAYER OF ACCEPTANCE OF EX/STING SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL ONTARIO, CALIFORNIA 91761 Cr LA(/ \ C<,r DISCREPANCIES TO THE OWNER'S ENGINEER PR/OR TO THE COMMENCEMENT OF WORK. ���. [j y�`-�a,, 02-AR-4000 AS SPECIFIED IN SA/D SECTIONS. MARKS CABLEWS/ON (909) 987-6275 L�' �� "\� 4.3 PR/OR TO 7HE_ PLACEMENT OF THE F7N41 PAVEMENT COURSE AS SPECIFIED /N PARAGRAPH 3.2, A TACK C014T SHALL 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND 10808 FOOTH/LL BOULEVARD 1120 �ry � -,� � %<, BE PLACED PURSUANT TO SEC770N 302-5.4 OF 7HE S S.P.W.C. IF SECOND COURSE OF AC /S PLACED WITHIN THE GENERAL PUBLIC FROM INJURY DURING THE ENT/RE TIME OF CONSTRUCTION.- RANCHO CUCAMONGA, CALIFORNIA 91730 ? 5 S T� MAINTAIN THE JOB SITE /N AN ORDERLY CLEAN MANNER THROUGHOUT THE COURSE OFINDEX MAP Zf3I�OD �1 �J 24-HOURS OF THE FIRST COURSE OF AC, THE TACK COAT MAY BE OMITTED. V_ WORK AND NOT BLOCK LEGAL EX/TS AND ENTRANCES- LEAVE WORK AREA CLEAN, FREE Cxp PORnA D LEWW COVCR£T£ - PORRAND CEYFVT CONCRETE (PCC) FDR CURBS, WALKS, GUTTERS, AND CROSS-GU7TERS OF DEER/S AT THE END OF EACH DAY, COMPLY WITH ALL APPLICABLE CODES CIVIL SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 3-INCHES AS SPE-CIF/ED IN SECTION 201-1 OF THE S S.P.W.C. N T S / PLACEMENT OF PCC SHALL COMPLY WITH SECTION 303-53 THROUGH SECTION 303-5.5.4, INCLUSIVE, AS SPECIFIED 1N THE 16. ABBREVIATIONS /ND/GATED ON THE PLANS SHALL BE /N ACCORDANCE WNTH SECTION 1-32 n \Q/ SSP.W.C. CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREGATE BASE. OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (S.S P.W.C.). J/{-•1, T `` nGti� 17. CIRCLED NUMBERS (FOR EXAMPLE, O) REFER TO CONSTRUCTION LEGEND NUMBERS. CONSTRUCTION /TFW QUANTITIES CONSTRUCTION /TENS OVANT/TIES © J�EVf�E 5HEE-TS : 7, 675 �z�l1v 18. THE CONTRACTOR SHALL UNCOVER AND VER/FY THE LOCATION AND DEPTH OF ALL a EXISTING UTILITY LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING. THE A CO/✓Si. CUQBS/Dc OP/a/N ouTlET Ar Sl/i. r 239 tc� O1 CONSTRUCT 3 (INCHES) min. AC PAVEMENT OVER 4 (/NCHfS) CRUSHED AGGREGATE BASE. 75,780 SF 17 CONSTRUCT CONCRETE OR/VE APPROACH PER CITY OF RANCHO CUCAMONGA 62 EA •� _ � n.r 3� CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECT/ON OF ALL STANDARD PLAN 101: W = 16' (FEET) x -. - �-�.-• Tt� ERfl� .___ 7! ���`LI_ _. _._ _, UTILITIES O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA . . . . . . . . 4,370 LF i �S h�` t {(EVisE SNFF'►S S ANi,) Ss? Art. %'a��E�r s=1EF�� Lam-Tri U � CONVERT TO PRIVATE STREET PER OR 9B-I6 STANDARD PLAN 104.• W = 24' (INCHES) 18 CONSTRUCT 4' (INCHES) IN/CK P.C.C. CURVILINEAR SIDEWALK, W=4' (FEET), PER CITY. . 7,200 SF � �t��' , �� \ _ 4'/0'9t? OF RANCHO CUCAMONGA STANDARD PLAN 114 AND 103 _ OWIVFR/Sl/AD�/VIDER CITY AGENCY _ 2- f �' REMOVED SIGN/NG AND STRIP/SVG NOTES FOR GOLDEN OAK - O3 CONS7RUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA . . . . . . . . 6,040 LF STANDARD PLAN 104: W = 24' (INCHES) 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORS/HATED BY DEVELOPER. 43 EA 185 j 1Q, ATN ST, 6Tr/Si, SLATS 3, 6, 7 B, AND 12:REVISED DW CORN£RPD/NT£ 257, LLC CITY of RANCHO CUCAMONG.4 3 sr I STAT/ON/NG, SLATS 9 AND/c VOiDE;.7 SN;s 9 AND .5.•aD[Jtn 4 CONS7RUCT CONCRETE CROSS GUTTER PER C/TY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . 4 EA 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONG4 STANDARD PLAN 737-A . . . . . . . . . . . . . 7 EA tyu, I _ 24005 VENTURA BOULEVARD 10500 CIVIC CENTER DRIVE O O ! SLATS 4A AND SA:7?EV/SED OUANTi S ACCORD/NG!1' 04LABAS4S, CALIFORNIA 91302 RANCHO CUCAMONGA, CALIFORNIA 91730 STANDARD PLAN 106-A /E TELEPHONE.• (818) 591-2500 TELEPHONE.• (909) 477-2700 22 CONSTRUCT 4' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE. 107,900 SF S �- O5 CONSTRUCT HAND/GAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA . . . . . .-27 EA �R O �T C���� =` ' DESCRIPTION OF REVISION DATE pp OV STANDARD PLAN 102. X = 5' (FEET) L = 8 (FEET) 23 CONSTRUCT 5.5' (INCHES) min. AC PAVEMENT OVER 7' (INCHES) CRUSHED AGGREGATE BASE. . . . . . . 6,600 SF '� -;��-` APPROVED c/Vlc ENGINEER so/L S ENGINEER .' �::•-_� . -_ CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF. . . . . . . . . . . . . . . 20 EA 24 CONSTRUCT 5' (INCHES) min. AC PAVEMENT OVER 7' (INCHES) CRUSHED AGGREG4 TE BASE. . . . . . . 15,000 SF CITY OF RANCHO CUCAMONGA LOCKMAN & ASSOC/A TES INLAND FOUNDA T/ON ENGINEERING, INC. RANCHO CUCAMONGA STANDARD PLAN 307 25 INSTALL TYPE R26 'NO PARK/NG' SIGN AND POST PER CITY OF RANCHO CUCAMONGA. EA S 10281-A 7RADFMARK STREET 1370 SOUTH SANTA FE AVENUE O8 REMOVE EXIS77NG AC PAVEMENT AND BASE COURSE . . . . . . . . . . . . . . . . . . . . . . . . . . . 12,000 SF STANDARD PLAN 401, UNLESS OTHERWISE NOTED STREET IMPROVEMENT P L S RANCHO CUCAMONGA, CALIFORNIA 91730 SAN JACINTO, CALIFORNIA 92583 TELEPHONE- (909) 944-6988 TELEPHONE: (909) 654-7555 O9 CONSTRUCT CONCRETE BUS BAY PER C/TY OF RANCHO CUCAMONG4 . . . . . . . . . . . . . . . . . . . . . . 1 EA 26 INSTALL STREET TREE SEE NOTES ON SHEET 2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G/ EA STANDARD PLAN 119 27 CONSTRUCT CURBSIDE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A . . . . . . . . . . . 5 EA R O R (PRIVATE) 10 REMOVE EXISTING CONCRETE CURB AND GUTTER 1,050 LF L/ST OF STANDARD PLANS 28 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORS/HATED BY DEVELOPER. . . . . . . . . . 6 EA TRACT N O 15727- 1 _ - _ 1 1 REMOVE EX/STING CONCRETE SIDEWALK AND/OR DRIVEWAY APRONS . 656 SF I STANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, �, 29 PROTECT-/N-PLACE MAY 1992 ED/T/ON.• 12 INSTALL R1 (30') 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA .. t2 EA 3 , �` ROFE88/ TITLE SHEET STANDARD PLAN 401 30 REMOVE CATCH BASIN . 254 � � W• BR 101 DRIVE APPROACH & SIDEWALK 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STAND1 . . . . . . . . . . . .�f 4RO PLAN 401 EA 4 31 INSTALL NI SIGN AND POST PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 1 EA t4� �liP '� � APPROVED B Y• ' - - DATE ' 102 HANDICAPPED ACCESS RAMP Underground Service Alert O ; ; O >r.I , / 103 S/DE34'ALK AND RAMP LAYOUT AND ✓O/NT SETA/L 14 PA/NT 'STOP' PAVEMENT MARKINGS WITH 8' (FOOT) HIGH LE7TERS AT 12' (FEET). . . . . . . . . . . . . t2 EA T 32 INSTALL W56 S/GN AND POST PER C/TY OF RANCHO CUCAMONGA STANDARD PLAN 401. . . . . . . . . . . . . 1 EA ¢ � CITY ENGINEER .� R.C.E. 24953 ORE yo 104 CURB AND GUTTER-BARRIER FROM STOP BAR AND PAINT 12' (/NCH) WIDE STOP BAR CONFORMING TO THE CAL TRANS DESIGN RE C u M E N D E D o G Q EDW.12/ 1(00 PREPARED IN THE OFFICE OF ` 106-A CROSS AND LONG/IUD/NAL GUTTERS UN/FORM TRAFFIC CONTROL DEVICES MANUAL, PART III - MARK/NGS 33 SAWCUT. . 1,070 LF //fr�E * LOCKMAN & ASSOCIATES o Call: TOLL FREE 0 0 114 CURVILINEAR SIDEWALK w D.LM. � 15 C0NS77�UCT 4 (INCHES) THICK P.C.C. SIDEWALK, W=4 (FEET), PER CITY OF RANCHO . . 39,020 SF 34 CONS777UCT AC BERM, TYPE D1�lO PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. . 650 LF � �� CONSULTING ENGINEERS AND PLANNERSZai Iz-d''�) 1R 119 BUS BAY - RIGHT TURN LANE DETAIL CUCAMONGA STANDARD PLAN 103,• W = 6' (FEET) WHEN NOTED ON PLANS /. C1 V1 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. -800 131 A WOOD BARRICADE 35 ADJUST MANHOLE TO GRADE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 E4 4p OF CSN DWN• TEL (909) 944-6988 FAX (909) 948- 508 SH ET OF 422-4133 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONG4 14 EA D.LM. 1 1Z STANDARD PLAN 134 36 CONSTRUCT CURBS/DE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 107-B. 2 EA (� - 307 LOCAL DEPRESS/ONS AT CATCH BAS/NS //���(� �------ DWG. No. 401 STREET NAME SIGN / SIGN POST INSTALL477ON `y�% C0A1sTx�•T Go�X . bRIVEw��/ PAD (1bo� pmt try or RAA►cM»C'VC40646A s7D.Dt� . /p/7 w= /S 37 ADJUST VALVE TO GR40E - - 1 EA CHK. BY. TWO WORKING DAYS BEFORE YOU DIGOBERT W. BRONKALL R.C.E. 55361 b a8 38 CoN5T cuee5/DE DeA1N e'//V En/5T //YP. 0o'WY)PEQ L/tY OfaAN. cOc. 570. PLAN NO./07-8• 1 6A R.W.B.RWBDATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. �5 OF 7� R/W R/W 6' HIGH 74' MASONRY -_ R/W RIW jin., 6 HIGH ,SCREEN WALL --- ---MASONRY -- - 1 16' 66' SCREEN WAL L 32 17.51 -4 riesVi 4 7 ! ` NEW AC 4' 1 EXISTING PAVEMENT--\�- --��/ 22/ AC PAVEMENT-1 Min. -+- -- 1 1 4' PER \, 24 1/4' PER OIN EXISTING R/W SCALE/ 1 1 1 1 13 Vcries- / 11 I vcries FOOT SLOPE FOOT SLOPE 1 = 20-LANDSCAPE 1. - LANDSCAPE AC PAVEMENT 1/4' PER -_ I Van es f2� 26% 4y269 EASEMENT 1/4' PER � EASEMENT -7717r--T� _ 1__ ' EX/S TING GROUNDFOOT SLOPE r__ __________________�T/' -- FOOT SLOPE ; (L.M.D.) 11�7^777T1T77T�j/-7,7777/// ' /2 _--J - /7/7/7 �I r�L M. _ i i Mox, / T7/i� 73ASE S WCRUSHED- `--SUBGRADED34O °/ AGGREGATE15 S w `--CRUSHE /w 15 '� BASE--COMPACTED SUBGRADE AGGREGEX/ST/NG3 CURB & GUTTER � T/ = 6.0 T/ = 8.0 14 PRIVATE 2 TYP/ AL STR T SECT/ONrB TYP/CAL STREET SECT/ONrH - g In - sto 7+7882 Amo /en Owe ill! GOLDEN OAK ROAD 2 6th STREET '�- = Sto 7+78.82 Evening Song Place STA. 0+0a 00 TO STA. 5+70.00 STA. 0+30.00 TO STA. 6+89.36 aC a �`' k�� 04 N. r.S. N. r.S. Q ��� otic Trans�tion_� Z \oti , Crew=,56.99 � / k L h Q 8 HIGH R/W R/W SCREEN W RL --- R/W /?firQ-t� ( 4) 7f 00 1p2g 11 4 0�' 103010 88' _ 5 min. 2' \ 80 / -- - IL 02g 1 \ 0 4 Z 12' 64' 12' 4' Min. 8 G � 1 / 2g o 32 32 6 5+ �- 55' LANDSCAPE -,--- ` 60� � Q �p �• 1.51 o NEW AC EASEMENT ' 12' 36' 12' '�� -- L.M.D. -LANDSCAPE AC/SPAI VEMENT PAVEMENT--, > , - , ,� -- T EASEMENT o 1/4' PER `, 24 ; 1/4' PER 3 3 _5 18 �- 18 5 4. 3 (L.M.D. SG / O?96? 1-� FOOT SLOPE Vcries /FOOT SLOPE- 1247.-2 LOP 62 ro Vories f 29 , /.249-2.3.39 9 1p2 Sto 8+18.90 EC 30' WALL - _77777 _1__ , a t 27. 12. RT -- AC PAVEMEN 1 r0- 1.0Z r �--T=---=r--------------- - 1/4 PER /4 PER T�7171�TT7I�,�1,777771 FOOT SLOPE \� 2 2 FOOT SL OPE I � ; '' � �1 15 W=6' -� ---- 3 X \� S/w; CRUSHED- `--COMPACTED S/►�' AGGREGATE SUBGRADE 15 I 7/�77/7I7//J�'7T7,ti77I7//,'7 I 15 BASE 3 1� LJ /LJ L 1 �x� 1; EX/ST/NG Shy -CRUSHED S/W o CURB & GUTTER 3 -COMPACTED SUBGRADE AGGREGATE BASE- c • o �o T/ = 8.0 T/ = 5.0 37 i i PRIVATE v o Sto 8+61.82 BC TYPICAL STREET SECT/ON t'ENN TYP/CAL STREE SECT/ON D \ of 19.55 RT 6th STREET 2 GOLDEN OAK ROAD 2 CONSTRUCTION NO TES °2g 15 I STA. 6+89.36 TO STA. 13+38.54 STA. 5+70.00 TO STA. 22+70.00 N. T.S. N. T.S. Ot CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE 3 3G St0 8+79.54 EC 193 6S O2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA 102 1p2g9 8' HIGH R/IY R/IY STANDARD PLAN 104.• W = 24' (INCHES) MASONRY _ , O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA SCREEN WALL ---`" /7" 100 STANDARD PLAN 104: W = 24' (INCHES) min. 14' 72' 14' PL R/W o -- I � -" � � 10 REMOVE EX/STING CONCRETE CURB AND GUTTER � 26 36 36 max. , - 54 - 15 CONSTRUCT 4' (INCHES) 1N/CK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO PRIVATE 1 M/n. EXISTING 6' 36' 12' CUCAMONGA STANDARD PLAN 103,• W = 6' (FEET) WHEN NOTED ON PLANS - - -I- - _ LANDSCAPE Varies AC PAVEMENT, 1 4' 2'1, 18' 18' _ I 6_.5'5.5 18 CONSTRUCT 4' (INCHES) TH/CK P.C.C. CURVILINEAR SIDEWALK, W=4' (FEET), PER C/TY OF EASEMENT 1/4 PER i 1/4 PER �-- -- - '" F O RANCHO CUCAMONGA STANDARD PLAN 114 17 FOOT SLOP FOOT SLOPE E -�� 1 L_ 1.71,° � I � � � I __---- -L_________________ AC PA VE 1/4' PER 22 CONSTRUCT 4 (INCHES) Min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE _ _ __________ ---------- --------- -- 1/4' PER I '\ 1r f8' 1d f -777-7-17 2 FOOT SLOPE FOOT SLOPE / i 23 CONSTRUCT 5.5' (INCHES) min. AC PAVEMENT OVER 7 (INCHES) CRUSHED AGGREGATE BASE J7lTTT7 7T%'77�771�71�/� ' % ' --I 1'7� ' 1 7� i- 24 CONSTRUCT S' (INCHES) min. AC PAVEMENT OVER T' (INCHES) CRUSHED AGGREGATE B4SE ' 18 '--EXISTING CRUSHED O EXISTING COMPACTED AGGREGATE BASE � I r - 34 CONSTRUCT AC BERM, TYPE D7- /OPER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 SUBGRADE 717/7/; ///7 '777/777777, 7 11-EXISTING / 3 `--CRUSHED S/8, 15 W=6' --COMPACTED SUBGRADE CURB & GUTTER AGGREGATE BASE 3 T/ = 9.0 T/ = 5.0 STREET TREE NOTES EVFN/NG SONO PLACE PRIVATE STREET 2 PRIVATE P R I VI T E G 1. ALL STREET TREES ARE TO BE PIA A(7E9 /N ACCORDANCE WITH CITY STANDARD PLAN NO. 570. TYP/CAL STREET SECT/ON F TYP/CAL mE SSECTION C 4th STREET 2 GOLDEN OAK ROAD 2 g t oo.,s? 2 2. ALL STREET TREES SHALL PLANTED AND STAKED ACCORD/NG TO CITY STANDARD PLANS KNUCKLE DETAIL NO.S 502 AND 505, AS PROX/M/TY TO HAROSCAPE DICTATES STA. 217+00.00 TO STA. 242+41.57 PRI VAT E:STA. 22+70.00 TO STA. . . J. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SO/Ls REPORT SHALL /�r s BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT Arborg/en Drive and N. T.S. PUBLIC:S t Q 2 6+0 0.5 7-T O 5�Q 29+29.22 DCITYC NNC1FS RAY RECUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE Evening Song Place 4. ALL STREET TREES ARE SUBJECT TO IIVSPEC7701V AND ACCEPTANCE SY THE ENGINEERING 8' HIGH R� RIW DIVISION MASONRY i SCREEN WALL ---= 6' VAR/ES (100' to 1 14') 5. STREET TREES ARE TO BE PLANTED PER PURL K' IMPROVEMENT PLANS ONL Y. -- - - - min. 14' VAR/ES (72' to 861) 14' I - - - - 28'� VARIES (36' to 501) 1 36' R/IY R/W -- _--- � 60' P R I VAT E Q "- 1' Mm' EXISTING - - LANDSCAPE Vories 0% Min. 12' 36' 12' TYPE STREET NAME BOTANICAL/COMMON NAME OTY. SPACING SIZE 2 CONVERT TO ?R, VV TE STRUT PEH ZiH 98-16 G � AC PAVEMENTL,, _ x. 1 4 PER - EASEMENT 1/4 PER 14 MOX., 23 / 1 A SHADOWGROVE DRIVE LAGERSTROEMIA INDICA 'MUSKOGEE/CREPE MYRTLE /5 20' 0 75 GAL. TY FOOT SLOPE , FOOT SLOPE 8 18 18 8 DESCRIPTION OF REVISION DATE 1.79 �- _- � ----, _ - 4 4 B ARBORGLEN OR/VE CERC'/S OCC/DENTAL/S/WESTERN REDBUD 19 20' O.C. 15 GAL. APPROVED 1 8 f 1/4' PER AC PA YEMEN --.\ 1/4' PER C EVEN/NG SONG PLACE MAGNOLIA GRAND/FL ORA 'ST. MARY/ <NONE> 11 20 O.C 15 GAL. CITY O F RANCHO CUCAMONGA 7 7 ll�T7�TT7T77 7T%'7�1T117`7T�/� , FOOT SLOPE I 1 FOOT SLOPE D MORNING DEW PLACE MAGNOLIA GRAND/FLORA 'ST. MARY/ <NONE> 12 20' 0.C. 15 GAL '--EXISTING CRUSHED EX/ST/NG COMPACTED 1.79' 1.79' / STREET IMPROVEMENT PLAN 3 SUBGRADE AGGREGATE BASE �--- �--� �-- E SPR/NGBROOK COURT LAGERSTROEM/A lND/CA MUSKOGEE' CR PE MYRTLE 4 20' O.C. 15 GAL. A 10 15 » ,7/I/7/77/�" 7%'/�II�7777 / 15 FOR TRACT NO. 15727-1 (PP► s/w CRUSH2 --COMPACTED SUBGRADE AGGREGATE BASE 2 S/w TYPICAL SECTIONS �6F ESS! Ti = 9.0 ri = 50 BENCHMARKQA wESBR°►vq< AND DETAILS PRIVATE CITY OF RANCHO CUCAMONGA APPROVED BY: DATE BENCHMARK No. 9 v, Underground Service Alert _� < / �. - s TYP/CAL STREET SECT/ON G TYP/CAL STREE ECT/ON A RAILROAD SPIKE /N POLE No. 97773E. LOCATED r - CITY ENGINEER `'��� '- u' \ ��� R.C.E. 24953____ FORE pNO.56361 m 6' - � y AT THE NORTHEASTERLY CORNER OF 6th STREET ,� � ; -- ,w m Q 0 0 �Ga Call: TOLL FREE 4th STREET 2 LOCAL IN STREETS 2 AND ARCHIBALD AVENUE. ¢ EXP T31/00 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED ELEVAT/ON.• 106+,054 --�D � r * * LOCKMAN & ASSOCIATES Go/den Oak Rd. to Arch/ba/d Ave. N. T. '' ) D.L.M. S 1/`� �P CONSULTING ENGINEER8 AND PLANNERS /L- �, i N TE Cl0 S � �/. �v 1�- � OWN. 10281 A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 N. r.S. q _ F SHtET OF (�"- TEL (909) 944-6988 FAX 909 948-8508 422-4133 w6irRarT 15727- 1 LANDSCAPE MAINTENANCE �` � " D.L.M. 2 12 THE DESIGN AND IMPROVEMENTS WITHINj�CHK. BY: � DWG. No. TWO WORKING DAYS BEFORE YOU DIG ET, GOLDEN OAK ROAD, AND ADJACENT ROBERT W. BRONKALL R.C.E. 55361 R.W.B. DATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. �� OF 7/ MSE SCALE L=42.41' 4 f HOR/Z. 1' = 40' _ _: _ _ CURB MODIFIED P R PROJECT � on Curb h � - __. � - �; SHEET No.70. THS AREA ONLY 1° v VERT. 1 - 8' M ; 4 4 4 4 cV I _ - - - _ - . - _ -- m .. « Q 6 � O vi 1 Z7P f � i L Y CU folio v r . rFJP of w sr6z Y CURB a �-o ¢Ic NNINO O O o+ oo $ �r W � W W W ►� o dt �u 0 0 o n h - -- - - . . . _ .. _ .. . _ . . .__ _ . . _ . _ - - . _ _ -77N /Vb N 0 4 4 4 4 0 4 w 1035 � - - - _ - ----= -_ _ - h , • so' vr� _ - - - - - 10 5 on Curb I - - - y , ?o Partial : _ - v, � _ _ N/SXEh CE of : - fl' - - , R-U 7t7x _ 5 •° -- _ {?=0.70.E ti - - - - i j O Ci i Cii -L= .45' ^ oitci Z R=-1.72 ? f Ci 45' qo o �c h onl Curb W . L-40. L *42.41' on Curb ' 0 4 0 o ` 1015 o m oma Nam o �o $ W d o W� 4 4 4 Boa �, oW 1015 _ o m o on Cure o� ., w .� O - q r 4 4 4 h ►� O O p Q M � O O �5 . ww M 4 4 4 4 rN, +1�•� �W O . � � wwgO O O •+• 4. 4j, + - _ . _ - _ - - - - - of _ . _ + Tt�P Of SM Y'CURB • •• •• I - w h = C5 � R D 74T - 7" - - o N N. X00 Nfl � ' � N � opo w 1015 105 $�o� Ooo + W W W W � fl a n 40 b 44 4 4 0 0 oW •• °� •. _ b 4 4 0 L 40.45" �\ M 4 4 h �.' o n d 'o L=40 45' W w 4 . + 4 4 4 h ' co n u 8'C.F. N N X=4t. T' - - on Curb - - o 8" C.F. �, a on Cuhb DOUBLE VEIN/CAL SCALE W so� vc � v PartialN ?o } 1100 2*00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10*00 11+00 CONSTRUCTION /TENS CONS MUCT/O/V /TENS 24 CURVE TABLE -- - - - // � O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER C/TY OF RANCHO CUCAMONGA 15 CONSTRUCT 4' (INCHES) TH/CK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO S� // // STANDARD PLAN 104: W = 24 (INCHES) CUCAMONGA STANDARD PLAN 10.3,• W = 6 (FEET) WHEN NOTED ON PLANS 0 ,/ // A 9000'00' 35 00' 54.98' 35.00' O4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONG4 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONG4 'Ox // / k B 9000'00' 27.00' 42.41' 27.00' Q STANDARD PLAN 106-A STANDARD PLAN 134 25 //j/// �4 / O5 CONSTRUCT HANDIC4PPED ACCESS RAMP PER CITY OF RANCHO CUCAMONG4 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEVELOPER / k� ////i/ C 91 35i52� 27.00% 43. 16i 27.76% k � STANDARD PLAN 102- X 5' (FEET) L 8' (FEET) LIGHTING 1f Int = Sta 10+25. 17 GOLDEN OAK RCAD D 88 38 03 27.00 41.77 26.J6 D6O CONSTRUCT CATCH BASIN LOCAL DEPRESSION, C4SE AS INDICATED, PER CITY OF 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A = St0 1+00.00 Brook Drive /////// E 14'54125' 59.3.00' 154.28' 77.58' RANCHO CUCAMONGA STANDARD PLAN 307 22 CONSTRUCT 4' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE ZN 1026 ///// 20 D F 85'50'16' 27.00' 40.45' 25. 11' ® 19 �6 / �G� G 13'35102' 593.00' 140.59' 70.63' 1 ® Int = Sta 8+05.30 GOLDEN Ci4K R614D v'r. H 6 , ® 2 = Sta 1+00.00 Arborg/en Drive / ro16 i A� H 01'06 18 593.00 11.44 5.72 / 3 1 46'00146' 557.00' 447.31' 236.51' � CURB MODIFIED PER PRO✓EC T 27 � / oto �� � �2 � ��.'� PRIVATE STREET 2 O M SHEET No. 70. THIS AREA ONLY L p 15 5 �� 0 0 0 N 6 F 0 a x� sX �ti�C% gg w t0 ?6 �a ti ,t 0 v 1 2 �S �x�o 0� 6+0 �.7 �� '�c A#Ir o W PR/VA TE 2� GLENA/AE COTlRT �' 19 �FUTUREJ �„ m 19 ,� 16 8 5 - o yea o v nth STREET O ^ m Tract No. 15727-3 N �, 29 1025 6 ��bo 6 O O ' I I ► I Sta 2+98.00 Go/den Oak Rood O O I i W '+ Q rt Q 19 6 h p I I I I I� 3a 2 �� �p� �d \ O h I ^ ,3� 1 1 �o / I ¢ CATCH BASIN LD CASE A ��, h I I I I I I I �O 31 Z O �' \ W=f0;• V=5.O;• H=4- . '1- ` � 19 Sto 2+89.00 ♦\ ,/ // 39 p '� I I I I I I I I ° �' o 71-8 + h 05� k�3 ono c \, O� 1512 N I s�To h `� - i// 31 h %��� �o x Sta 208+98.29 BCR _ i h I C I I coNsrRucr/O/VI I ,%; = , ��G �k c a� 00• Vol v� �2 Sta 1+49.00 ECR AIA M1 LAS I I 15 00 1 0 , O t . II II I `t 1 15 Sta 1+45.21 BCR 2 D cn ,/ % �otik "� i �C, �80 F� o, 15 / F BCR �' - _ 47'3 - o •36 O 'o _ _ _ 0 5 k `�"� S o a - �, - - - 1 16 - 24 CONVERT TO PRI VA TE STREET PER DR 98-/6 A �� - 3 �� w SG C F t F s� 3 0�0 \ oT n 2 k 5 5 �� 3 22 14 rC �i i �_ � N oo•OT'1 E 02 i o N N z. rVq 1 6+00 c 7+= ti 12 $ o\ n 1 ;,� �L-f3�,'q L 1GZ+00 3+0 'tG 4+00 5+00 09 1G E - - OF 4 lG� Remove Signing 8 Striping Notes 3 �� A 1 19 85 0 0 r �02� N - 3 SD ---�0�?4� 5 - B �`' -- 5 L 023 MEET �� 1 � o z �� 0 c r- S k v v _ v � � , � CITY N _ DESCRIPTION OF REVISION DATE 0 - - ` D -y CRS SEE Al 11 11 .o .3 N APPROVED cn E y 1 Fur��RE - 3��G 15 +4336 0 ,` , c� _ � 0 Sta 3+05.00 Go/den Oak Rood I p `�� to 1 11 0' 3 1 -�� CITY F RANCHO CUCAMONGA 6 - --- ---L- - -- � c� p 0 1 Sta 1+44.82 BCR 5 + 1' C E V t L cA 7-CH BAsiN - LD CASE A N 15 Sta 1+49.00 ECR � -- W='0' =5.0" H= ' 2 `° Q o - 1 19 �F �A��F STREET IMPROVEMENT PLANS N ) + � :' SEE SHEE 1 L 12 V U m 39 w if N 6 - �; h v I I MATCH LAIY I m W v �a w RGLE _ - ., 210+12.29 BC- / o, o B •. - -jL m I I I I I o p v AR G , FOR TRACT No. 15727-1 .�.�' Soy �� �G h ^ 610' , i m /VE ^ • 26 39 0 1 I I 1II I O h DR 14' v op / / / o��o \ 19 m a N 1 I 11 .E 13 i I ° ^ Q GOLDEN OAK ROAD (PF?IVAT ` �O �O W �� I 1 1 1 t h I2� 8' Esse Q e STA 1+00.00 TO STA 11+00.00 Z � h O II Q� Q� Rpt � y PR/N 8 - - � S C� ROOIIC SHA WGRO VE �. � - .• +7 . GO N KRA � � Int - Sta 5 000 LDE OA ROAD .•'•••• � APPROVED BY: DATE � -- 1 9 cry o A. 9 / Underground Service Alert W COURT = Eta 1+00.00 Shadowgrove Drive DR/PF NO TES : � i CITY ENGINEER �-t � �G_'';'r � � ' ( ( R.C.E. 24§53 FOR E Y y m e o �� 6 5�t m DESIGN RECOMMENDED 0 0:811: TOLL FREE * (�. * L.A.O. LOCKMAN & ASSOCIATES U v 1. SEE TRACT 1 S RlPING AND NSIG& IMPRO MENTSOi4{r"��Zl f `�==^=T � D� � � PREPARED IN THE OFF ICE OF (��j �P CONSULTING ENGtN"RS AND PLANNERS060 xA9,4p' ^I L'G C' L �. I b I � 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. -800 ` F � cA`\�,c�' DWN. TEL (909) 944-6988 fAX (909 948-8508 SHEET OF 422-4133 Q 2. SEE 15727 NOSCAPE MA NCE DIS PLANS FOR L.A.0. � � 3 �2 THE DESI OCATION OF LANDSCAPE VEMENTS WITHIN 4T EET GOLD ROAD, AND CENT L. ASEMENTS. CHK. BY: DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 //n 8 /V PROJECT SHEET No. 17 OF 7/ pOIFI[E SCALA I I V on Curb V h l U 1DG�' IAC' C� � f 3n Q Why HOR/Z. 1 40' ci L=40.18' W off, V 4z o� VERT. 1'= 8' Qi 127P of i~ESTER Y CURB h on Curb m ''S , •. N tV 4j Wo -.- _ _. _ . o on Curb f : _ . . _ - - - vi '.� 00 , w p ^ U ! a o o o a a a Wao _ _ _ � o $ o � h go ti � � ` o � 4 4 4 N-0� O 4 4 4 4 r Q "- � � o � nn � � ►� � % '' � W R=d SON IZ4 _ O O O . • p _ p b � Zi TOP � �h h 12?P of WE51Fi4L Y Cl/RR p �" �'' � "� pro +rte ` ` \ �_ - - E/ 1030.70 P/ ►. N /7-Q.TOx W I 0 � y 4 4 4 4 \ � W � L=4241' F T p 'o • i N - : � � W �' �� : '' n) fTNISHED �•UACE of � + co on Curb - + O _ b W W! W W + L%1577NG GROUN oi~ �' a a o a •. m a '$ `� O � 00 1040 1., a s of a s 4 4 4 4 p Oo o $ 104 — — !44- A- r3 o m ° 4 ¢ � - - L=41118' �`-►` '� - �- - - - ---- ,R_ w ff -- _ - - - - - - - - -- - -- - -- - - on Curb .1 on Curb p , f _ 0 p FIN/SHED SURFACE at •O ?o + O 103 _ O O O f , 1020 1020 - i W ti o • - � f EASTERLY , �1 lt'�P RB TDP of EASTERLY CURB 1025 , _ 1025 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - -- - - - - - - - -- -- - i.. - ,. - - - : . B C.F. DOUBLE VERT/CAL SCALE 11+00 12+00 13+00 14+00 15-j�- 19 00 28 16100 1�+00 18100 19100 20100 21100 6 13 / rracf N �41-w 6 \` 4 � rt 1p „ ° S � � N k �Futurel �,,-� i �� , D�j�� o. _ coNsrRUcnoN /rEMs No. 1572 3 ° h I /1 h ! ` _ _ - Tract + 11$Q- "? , \ DR/VE {� 25 h CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUG4MONGA o O /� 25 OMRStieAD N oyz �'J/ `B, , X �� V : STANDARD PLAN 104.• W = 24' (INCHES) 1 9 aH 1 ' Ooo 1 1 a' 2S O5 CONSTRUCT HANDICAPPED ACCESS ROMP PER CITY OF RANCHO CUCAMONGA 13 3b� o `� �R 20 12 tv T 143. 14 ECR ,` �/�ID rC L _ I I 0 y f J9 �. �iCvf STANDARD PLAN 102: X = 5' (FEET) L = 8 (FEET) + v +,�3. 4 �^'�TAt 2`� CONSTRUCT CATCH BASIN LOCAL DEPRESS/ON, CASE AS INDICATED, PER C/TY OF y� 1 1 �Sto C' B '�1 St0 /, �O yp RANCHO CUC�4MONGA STANDARD PLAN .307 �f r rC ,Lj 71bN 15 �e ��� ��¢`j 14 BCR `�J ���'0 12 INSTALL R1(30') 'STOP ' SIGN AND POST PER C/TY OF RANCHO CUCAMONGA o O 1 1 ONS U� �6 n 20 / 2 p � 0 / 0 11 e� S 6 O STANDARD PLAN 401 Cpl,a v �o INSTALL STREET NAME SIGNS PER CITY OF R4NCHO CUCAMONGA STANDARD PLAN 401 46 oat i o '031 =-50OQQ' '��, 24 BS'fp �X Q� a / Q` G 14 PA/NT STOP PAVEMENT MARK/NGS WITH 8' (FOOT) HIGH LETTERS AT 12' (FEET) = 4704 - --- - - } - - [. "oma ? /b o- : / C, ti 4 p s O•J r,\ / (V 0' FROM STOP BAR AND PA/NT 12' (/NCH) WIDE STOP BAR CONFORM/NG TO THE CAL TRANS +43 A n 5 B rc �— 15+00 1) \ � `S1j O I/ /'8- �" /� �� UNIFORM TRAFFIC CONTROL DEVICES MANUAL, PART /// - MARK/NGS /��s �' 15 CONSTRUCT 4' (INCHES) THICK P.C C SIDEWALK, W=4' (FEET), PER CITY OF RANCHO 12 TOZB.�p Jo�� 5 24 4k0 / �G N� \ fi'�O '4T j/ " / XO Oh ��``�� O CUCAMONGA STANDARD PLAN 103,• W=6' (FEET) WHEN NOTED ON PLANS 23 >>r� / 0 1�� 1 6 �'0,�, � // x C� <51 \ 00 5 �Tq / '� �O p 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 134 to � U �, 3 �G p 2S 19 INSTALL 5800 LUMEN HPSv STREET LIGHT BY S,C.E; PAID FOR AND COORDINATED BY DEVELOPER ♦ �m O o 19 \ 3 1 6 � INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A 15 �% . /� � - o Q ------ .�x _•-_.--_--`" V � ��oo 24 F s>> � ° O � \ o i o 0 �)Q � 22 CONSTRUCT 4 (INCHES) min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE 24 22 3 K $ / /� �� \\\ tp ?O 4 5 �vQ Ory , \\ 5 X �ry�o Xh \ A / �� 1 14 ryO ryO 25 INSTALL R26B 'NO PARK/NG' SIGN AND POST PER CITY OF RANCHO CUCAMONGA Zg � \ O n 46 19 ��/ 0 1� I p o h9b �G o '� 20 �� Q STANDARD PLAN 401 '�? o�>\/ BUTTONWOOD � �° 19 X O �91t w \ �o � ,�o N / 2 5 \ 19 h 2 7 CONSTRUCT CURBSIDE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A COURT 6 25 �o O \ °0 22 15 wV w / Tract No. 15727-2 35 15 00 Ck tFuture)1' 40 00- 15 15 �' Int = Sta 1814827 GOLDEN QAK ROAD / :i� �1 TG `\ ° loxoo z ,� j �� �, Remove Signing 8 Striping Notes; Revised Elevations o N o Iff Int = Sta 1.3+80.47 GOLDEN OAK ROAD = Eta 1*00.00 Morning Breeze Dr Drive /� tp3 �\ X ,� r _� from Sfo 16+41.14 Northerl See Sheet 4A � • a N •o �., = Sta 1+00.00 Homestead Drive 1 '�� C Y �0 \ DESCRIPTION OF REVISION DATE APPROVED { Int _ Sta 15+99.81 GOLDEN OAK RQAD :' yF h� �1 i c>D �, 19 { 27 I '41Q�. j I 29 '� 15 / / 0 52 o) 25 ` t{ 1 - sto 1+00.00 O/d Post Drive r CO ys+�O /� ► 19 a ry y�� �� CITY OF RANCHO CUCAMONGA 25 h �� 27 /No �S 23 STREET IMPROVEMENT PLANS 27 FOR TRACT No. � � 15727-1 ,111 CURVE TABLE GOLDEN OAK ROAD 01` A R L T 'P wEselgy� � STA 11+00.00 TO STA 20+50.00 � _.,t, A 01.1725' 518.00' 11.66' 5.83' �Q ��'� A�� `� APPROVED BY: �' DATE << Underground Service Alert NOTES �j - 40. 78111 9� - �! ' 1 - B 85'15 50 27.00 24.86 - Q � sr�t f CITY ENGINEER � lr�G' � R.C.E. 24953 FOR E y � IQi e O C 7 o � 75'J,9140' 518.00 141.59 1.24 � �•t2J3t/00 DESIGN PREPARED II.K-THE OFFICE of RECOMMENDED o all: TOLL FRE 1. SEE TRACT 15727-1 STR/P/NG & SIGN PLANS FOR THE DES/GN AND V C O L E LOCATION OF STRIPING AND SIGN IMPROVEMENTS ALONG 47H STREET D 4704'03' 482.00' 395.95' 209.92' * CONSULTING & ASSOCIATES LA.O. yy COfIBULTING ENGINEERS AND PLANNERS 1-800 AND GOLDEN OAK ROAD. E 11.10'16' 518.00' 100.99' 50.66' r� V 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. CAL\ DWN• TEL (909) 944-6988 FAX (909) 948-8508 SH ET OF 2. SEE TRACT 15727- 1 LANDSCAPE MAINTENANCE D/STRICT PLANS FOR F 90'00'00' 27.00' 42.41' 27.00' L.A.O. 4 12 422-41j --- 33 P THE DESIGN AND LOCATION OF LANDSCAPE /M ROVEMENTS WITHIN �" � 47H STREET GOLDEN OAK ROAD AND ADJACENT L.M.D. EASEMENTS. CHK. 9Y- DWG. No. falls ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. OF 7) T 1 , _ _ _ _ 18 C _ Y , t _ _ _ _ _ V i I i I j ! I 1 I i.. -{- i.. .i .. _ PSE SCALE tf - _ -�-� -a- -� - -i--1 _ ' I I -i-1- I I t I ' LF2. I j I f HOR/Z. 1'= 40' I ' j I I j i I I 1� oar, Curb i ►� j ! I I °� N O h 1 O "'� O . h T. 18' '= 04 r--S- I j 1 1 I (:.'U/ O . ^ VFR -- + d/! --�— J +Q i Q --/\--'t•ijIji�Ii1'II----\\----1 t1j1Ii ;--OO•��\��'.��f�q\��h`W\W_o---}--_---tt.�j���1ii'(i,'ijsi1I!I4iI;Ii —_--.j��iiij, -_-_+1i�iI!1Ii,I,,�i---_.��{'iI-----\j�a�I,4'i'!'i!,'i-N\w11�jifi'Ii!i!'�-!—--•-+a;1!Iitii,,II,I�.I-\\--�---+I�����f!I,{jiiii,i,J-�—_-----Np O-_-__ M--_-----_�-----�,I',!iji, �y-'\�•1—+_p��`;II;!,iI(IIiI�i;iI:m��A(\—�-O/T-)•��-1��>W��1�II,!,: O-\--'�\+►�Ji'ijFiiii hO_-_�-_--�ti�—N I,'!iI!, rVmo`--•Q4-`�•e-O-��i��1i�IiIj,IIIIIiiI. --�4�o e t1_�-►_a-° C-o�-e-u,_-Y�rIit+hi1III;,II,II-_b\�e-;jj�1fi;.-----•�-.�.,��+ij;,'�ii!I-7\--0- .-O•'�-\+IiI�iIi,,r—��O-0+iI�ifihtiIf!IIIIiI,i --C.- '- -_-\�I1i+1+iji'_—--_.\-�+.'��.!i✓—. \. \i1II'i-----+�j�IIIIIii'II---' �\----f\—_,�Y�-/--!��t•,I)�1{{1II�i�'1�--_--_\-F-�-t��I'i�1;I'i!i T-+�+{I11Is�1jI.-.----__—\�•O+-A'O-{",_+7_��OW_"�_--7—.-—f++ti1jii,i1;�I�I_�-p—O^•--.—_}II!',,',-"�O\-_-�—_�-\-----�---11�+,ii;I{rii,I;— —--^-.-__aOOOT--'-O}"_.�-#I}+iIiFi,�I�-}-L►��"W—�O--�"�)�-�-j_- �--_--$O_.._�.--,.-_��1}!!Ii!_-Q-_-O"OW\\�`---1_�i-Z_•--;-'.-�4Li{�i1�1',-._.—-_-�-_cOhO'O��'.VO7- .11y,IIIji;—-\—`�'�O�►OW-''��7---f.-_----�T-t1�1�;�i1IiI,Iij;1j Aj ri t3 4xi T4 - - - - ---- ------._-_-------�_--_--------- ---—-----------_\-A+1�1iI1�II!I!!•iI -----�--\--'—--- _ \- i 40V 4 h � �; I �O Q _4_ 5-4 4 ! 4 , 4 O _ 5 -qf N1� I � + t — n + fi —-----t+V i► � �Vt ;at I�- t RSO.70,T T 1 OO J i i A --- - -4- i4- 6 1 t}+IIIlIIIrIi'ifj!iIi ----- ----- --- -_-----_-_\------ - - -------------------------�--\�--\---a\���J*fyjIfII! ------- \---------- - -- -----J - +-t4 ' P ,of �7k Y\C&RB + _ 4- 4 V4—2 — - — 8A C.F. E VERCAL SCALE DOUB 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21*00 PRIVATE STREET 02 6 19 CPO/ 6 u o 0 (Future) CONSTRUCTION ITEMS - o t 15727 Tray N° I��I , " STANDARD PLAN CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGADRl FAD X W - 24' (INCHES)10 T + Q .Q n CONSTRUCT HAND/CAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA TEET19 3d 20 14 � n STANDARD PLAN 102- X 5' (FEE) F 304 ON25 �13o 19 �O4PLf CONSTRUCT CATCH BASIN LOCAL DEPRESS/ON, CASE AS INDICATED, PER CITY OF y0 RANCHO CUCAMONGA STANDARD PLAN 307CLot B b 14 �/N O 41D ow rSWR00 5CONSTRUCT 4' (INCHES) THICK PCC SID EAT), ANCHO ONsrCUCAMONGA STANDARD PLAN 103, W=6' (FEET) WHEN NOTED ON PLANS II�II!I - -- - - -- - 0�F�o R\E!\'yo�\\���\%i`1I%\��\��G\(1\;//�/,;'�`t�mo�'��c-+►t� //ho J 0 rnGf-�/-'�$,2o 2/} c/3r 4,�EXSoRo \/\\/tao Jo�,oN?e ar\c 0 -0/����S� 4��1$9�1 /1 111-/5G�i- I� _,• —\r\F\-`-�1 `� ---�-_�, �-—^'� �pm L B �1O•/-` > ►^.X'�c0 o3J" ��,vO i\.�/�KSFI'�q::� 15 ¢ O �X00 0 w. INSTALL RE LECTANT MARKER PER CITY / OF RANCHOCUCAMONGA 45 � 0 / � STANDARD PLAN 134 i03r 8=500. Q` B � 47'04 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E.; PAID FOR AND COORDINATED B�Y �+ - 1 A DEYEL OPER NOSto -2 5 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONG4 STANDARD PLAN 131-A TC 23 16 +Q, X CONSTRUCT 4 (INCHES) min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE 0 BASE' A SE CONSTRUCT CURBSIDE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A\ \ \ 19 15 V o 00 If QM 24 45 � 45 1 �6 %J) \ 20 14 O BUTTONWOOD 19 6 15q CORT 22 ILA Tract No. 15727-2 41 (Future) 15 15 CN 04K ROAD20li:E 1 L 10 r 8. ' InSta 13+80.47 GOLDEOAK OCON ornngreezerve RT TO FRIV4TE STREE TPER DR 98-/6 rAll ' A = Sta 1+00.00 Homestead Drive 0 ,C - IT Y 0 DESCRIPTION OF REVISION DATEAPPROV� E D 27 ff Int = Sta 15+99.81 GODEN OAK ROAD 0 � j I w 15 - . Post Drive 19 CV CITY OF RANCHO CUCAMONGA 19 cf 27 27 * 23 STREET IMPROVEMENT PLANS FOR TRACT No. 15727-1 CURVE MOLE GOLDEN OAK ROAD (PPIVATE) R L T C IESsiO STA 11+00.00 TO STA 20+50.00 1) NOTFS A 01'17'25' 518.00' 11.66' 5.83' APPROVED BY: DATEUnderground Service Alert B 85'15150' 2700' 40. 18' 24.86' CITY ENGINEER R.C.E. 249531. SEE TRACT 15727- 1 STR/PING & S/GN PLANS FOR STR/P/NG AND C 15'3940518.00141.597 .24 ' NO METS. f cc BT."/00 -V DESIGN PREPARED IN THE OFFICE OFCaII: TOLL FREE SIGN xp �3s� LOCKMAN & ASSOCIATES RECOMMENDED T L.A.O.2. SEE TRACT 15727- 1 LANDSCAPE MAINTENANCE DISTRICT PLANS FOR D 7'0403' 482.00395.95209.92CONSULTING ENGINEERS AND PLANNERS 3-/ �$ 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 47H STRET, GOLDEN OAK ROAD, AND ADJACENT LMDEASEMENTSF 90'00'00" 27.00' 42.41' 27.00' LA0 41F COWN• L.A.O. EL 909944-6988 9) 948-8508 SHE 4A OF12 1-800 THE DESIGN AND LOCATION OF LANDSCAPE IMPROVEMENTS WITHIN E 11'10 16 518.00 100.99 50.66 ' iUiL CIV ' CHK. BY: DWG. No. OV4 chi TWO WORKING DAYS BEFORE YOU DIG ROBERT W. BRONKALL R.C.E. 55361 R.W.B. DATE MAY 1997 FILE No. 95-3438 1628� PROJECT SHEET No. _ OF s 80' VC Fi 8.61 I +2 MSE � �' opi i S�'� ° p54.1 Z NP _ m r y, Fa R---2 Z I HOR/Z. 1 = 40' of NAL Y CURB VERT. 1'= B' i � _ - _ �2•,�,3x o$ o $ w $ o 1045 : h oW oW _ I No � � °� � W � a w $ f EI Rel• __ _ oW h F - N y N _ t 60' 00 R o �^. .�g ^ O N o h ry 1 .oma �• �? 0 QI oa I + W� lNWNWry � S.� � T � ' N �c°yp O w p h,� o �' cio� ti - . ^ .. $ o EX/S77NG GROUND of � � � R 2 3 1035 0 � 60' V�' I o � o `� $ $ � ow _ . Sx o 10415 r . I "moi ` �IN/5'NED SURFACE of n W 0 0 0 oW ow . N `Oo N `' •i• w — R 148 ' N N W o W - - - - 116 • $ w w ,� — 1+� i r cm- rid — — — — r 0 oz - - 751�! � � � _ __ Prtal � __ __ _ _ _ __ __ _ _ - - - _BO' VC 612�4- 7 w� ow � 0g on Curb U �y6/ 412 yp w Q o tit! $ o 103 _ w h g ry �, : g g O w T P ofr CUPS _ - - 105 _ L=42.4t � Wcy � otiiiti � � 4 4 ,r4 4 g0 . � Oh . � - gNo on Curbs Q:00 p o - • o,,� 4 4 4 qz; ^ N w flW� a � PI o WW h oo .� ovo � o 4n 4z, oW b _ N _ a o W o o o .o 1 60' V�' 0 1035 0 • � + 4r W W o� go � 0 4 4 4 4 0 W � N �N N �iW L=42. 1' h 0 p w 4 4 4 4 INN - - - _ N c° �°� ' o on 8" 1C F, I w U Curb / , W =42.41' _ f _ DOUBLE VERTICAL SCALE L y Portia/ t on Curb �o I ? 60' VC k 20+00 21+00 22100 23+00 4+00 / 25+00 2 100 27+00 28100 29+00 30+00 ¢ Int = Sta 21*09.53 GOLDEN OAK ROAD = Sto 1+00.00 Shadowbrook Drive (Future) \ CURVF TABLE Tract No. 15727-5 6 1 (� O R L T DBROOKVIEW Go�� ? ° m 6th STREET A 90'00100' 27.00' 42.41' 27.00' F— COURT 4 ��� !� 25 nt = Sta 23+69.53 GOLDEN OAK ROAD 25 ( �w° B 90'42'54' 35.00' 55.41' 35.44' � � O m ( • " -�p• k ,� � = Sta 1+00.00 Poppyfie/d Court 19 N I i I , o $ ` 11 J /�� 1 �X ��,UPS' 19 19 - I I C 89-77'76-* 30.DO 46.75 29.6 3 411) /I �� J `� Sto 6+89.36 ECR 15 15 f 1ps?so 2 I %i I Int = Sto 29+29.22 GOLDEN OAK RG4D 15 �o h O \ �- � I I = Sto 7+36.86 6th STREET - R O A D X09 •• W - - - -- - - - _ - --- - -- - - -- - - -- w- - - - -- --- - -- N 0536 hl 16 3 ") w 16 4 v. N 00'2521' W 3 22 - + 4 81 t0 2 +00 1 4 �o�?oma 2 +00 �; 3 23+0 0��� A 5 1 4 16 B 24+00 X516 '"` 1 5 25+00 26+ 3 27+00 h b 28+00 y `Sp-103g__ - - rc "� w 5 1p - -_— 5 5 Lj A I h 15 ok � _ Sto 1+45.00 BCR ?0 1 5 W=6' Sta 1+45.00 BCR Sto 1+45.00 ECR _ k A o G� Sto 1+45.DO ECRr0mvB PIZ1 2 2 0 AIA MH L/ 12 2 0 Sta 7+90.70 ECR , �\ 23 V END CONSTRUCT/ON V 1 a m END CONSTRUCT/ON W / N P �1 F.' K m 1 1 I I W m > i I I I v I II h I I I! 6% O' it I h V o h I I II 6 O' II I I h y p o I I II i -2 8I 8, d 30` 11 � ,j0' I I_I + 3 6 19 I 144' 44' I I Il l it I),, o . �, + I o W Z .l X21 1'8' 18Y�,11a'I N ^ I I►21 8' 18' 112'I N 25 p+' ? 112'I 32' o I p. ?0 1 0 I I w y I Remove Signing 8 Striping Notes; Revised Elevations POPPYF/ELD o W SHADOWBROOK �, 13 h two, See Sheet 5A DRI VE 13 �° COURT 1 g DESCRIPTION OF REVISION DATE APPROVED Tract Wo. 15727-2 19 Tract No. 15727-8 25 (Future) 25 6 (Future) CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS CONSTRUCTION 1TEMS CONSTRUCTION ITEMS - - -- - - - FOR TRACT No. 15727-1 O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET) PER CITY OF RANCHO GOLDEN OAK ROAD CUCAMONGA STANDARD PLAN 104.• W = 24' (INCHES) CUCAMONGA STANDARD PLAN 103,• W = 6' (FEET) WHEN NOTED ON PLANS O STANDARD T PLAN CONCRETE106 A CROSS GUTTER PER CITY OF RANCHO CUCAMONGA 16 INSTALLSTANDAEPLANTA 34 MARKER PER CITY OF RANCHO CUCAMONGA QPpQE 38 Al STA 20+50.00 T O STA 28+61.56 f Q� P� w eA��� O5 CONSTRUCT HAND/CAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 19 INSTALL 5800 LUMEN HPSV STREET LIGHT SK SCE E. PAID FOR AND COORDINATED 'f c APPROVED B Y: -, DATE Underground Service Alert NOTES STANDARD PLAN 102.• X = 5' (FEET) L = S' (FEET), UNLESS OTHERWISE NOTED BY DEVELOPER C 9< ' / - CITY ENGINEER z _-.f R 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 1,31-A NO.55381 (, yf�t�L = —� G kL�.ZLR.C.E. - 24t53 O�Fo E yo O6 CONSTRUCT CATCH BASIN LO..AL DEPRESS/ON, CASE AS /ND/GATED, PER CITY OF O � EV.1��tpp PREPARED �N THE 'OFFICE of RANCHO CUCAMONGA STANDARD PLAN 307DESIGN RECOMMENDED o C a I I: TOLL FREE 1. SEE TRACT 15727- 1 STRIPING & SIGN PLANS FOR THE DES/GN AND 22 CONSTRUCT 4' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE * LO C KMAN & ASSOCIATES c� 0 LOCATION OF STRIPING AND SIGN IMPROVEMENTS ALONG 4TH STREET 12 INSTALL R1(30') 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA �p P L.A.O. CCM8ULTNG ENGPWFRS AND PLAWWR8 1-800 AND GOLDEN OAK ROAD. STANDARD PLAN 401 25 INSTALL TYPE STANDARD PLAN 6 'NO SIGN AND NOTED OST PER CITY OF RANCHO CUCAMOIVGA �ICA`1 ,Q�� DWN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH T OF C^' TEL (909) 944-6988 FAX (909) 948-8508 422-4133 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 36 CONSTRUCT CURBS/DE DRAIN PER CITY OF RANCHO CUCAMONGA 1 L.A.O. 5 12 2. SEE TRACT 15727- 1 LANDSCAPE MAINTENANCE DISTRICT PLANS FOR O THE DES/GN AND LOCATION OF LANDSCAPE IMPROVEMENTS WITHIN 14 PAINT 'STOP' PAVEMENT MARK/NGS WITH 8' (FOOT) HIGH LETTERS AT 12' (FEET) STANDARD PLAN NO, 107-8 2,1,d �� � 4TH STREET, GOLDEN OAK ROAD, AND ADJACENT L.M.D. EASEMENTS FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORM/NG TO THE CALTRANS CHK. BY ROBERT W. BRON'KAAL`L R.C.E. 55361 DWG. No. TWO WORKING DAYS BEFORE YOU DIG UN/FORM TRAFF/C CONTROL DEVICES MANUAL, PART /// - MARK/NGS R•W•B• DATE MAY 1997 FILE No. 95-3438 6 ,-2 p PROJECT SHEET No. OF 7/ R CT 'o R F/ UJE C B M D E ; F + t + } t } - - - - -- - -- -- - - - - + +. - + -} 1 + -+ - I fi SIE T No. 7/,1 T/Y/S;AEA ONL I � .. .. � �+ � I i �- I � j � I � i b i I O h ^I• j O � + O � • � ice}, � i��-� �� � 1--�- �- { �I � ��, --�. ' I ! I 'k• i I i - 1 i I - HOR/Z. I'= 40' ��0Ep T 1' — 11 ; ' I i I I � I i I { � o o,� � O � ►� I i i I \ ; � j 4V \ , i __ h W I I TT-ice- � ! ! i I I i i �5' � -- I ` I tt O i i ; i i + t 1 j , ! I \ i i -, � •�- ' i i t i ; 1e ' ' F i } I i � f I � , ' �, i ! R= fi 0v N oo� I i } I 1 ' I I 1 , 1 { , 1 , O ,,JJ i 3 4 j i HlgLi �V I , � �h `� ; (� ") 01 � •. ; I (, ; I , 1 , i i I � � I h ' ; R 1 � i 7 •. � ti•. W ! {� i ; �� ' , ; { �y �// n' ' r O O q ^ W I i �I I � O I �- p` ' � j 20 �W � ,' .h �f { i i i � I I ! 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DOUBLE VFR T/CAL SCALE ; , i I I i , i I! I 1 I j I I i , 1 +O �i j ' 1 I 1 I t N 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 P P I vAT E STREET 0 + CURB MODIFIED PER PROJECT v SHEET No. 7/, THIS AREA ONLY N /.1 f Int = Sto 21+09.53 GOLDEN 04K ROAD !/�l�� o = Sto 1+00.00 Shodowbrook Drive + (Future) N CURVE TABLE Tract No. 15727-5 Cqz 6 R L T n c� 1 r 0 D BROOl�CV1EW O'y PRIVATE PUBLIC m 6fh STREET A 90'00100' 27.00' 42.41' 27.00' COURT �"� ��9 In = Sto 23+69.53 GOLDEN a4K ROAD O 6 Sto 1+00.00 Po ie/d Court N PPS. B 90'42'54' 35.00' 55.41' 35.44' o O I ��� �%GP5 19 19 19 I I I C 89.17'16' 30.00' 46.75' 29.63' o I J r o 4. 0 14 \ 13 N i1 J `� Sto 6+89.36 ECR I I I IN 1ph2. 15 - 1 o n h '05,-50 I 1/ I Int = Sto 29+29.22 GOLDEN L14K RL14D 15 ,h 20 G O L D E N N O A K R O A D �z = Sto 7+36.86 6th STREET - - - - - -� -- ' C ---+ - C l -- �/ ——— ° - - - 20 -- - - W b 16 4 N+00'25'21' W 3 �_ ^ - 2 2 - - �o 1 1 W o3 1� 2 +oo '���� S 22 00 �o b 22 3 23+00 �9� A 5 �ry�2a+oo 3 8� tc 15 25%0 2s+oo 3 2�+0o h 2a+oo 16 �� B 2 +oo - - _ __ 5 5 - - - - - -y _ A1�G / _ �� FU URE k A b�1 _ A Sto 1+45.00 BCR 15 Sto 1+45.00 ECR _ pk - Sto 1+45.00 BCR 2 0 0 o Q �0 15 W-6 `\G� ' 20 • v Sto 7+90.70 ECR Sto 1+45.00 ECR AIA TCH I I AIA TCH L/ j 1 — + U I { V U END CONSTRUCT/ON W N Y �D 'IN, 1 125. 1 m END 1 CONSTRUC T/ON W m 1 I o Cr N (C) )C.4 S I T U I I I `s 23 1r3 m I I I I 1 N P �] h' K v "� I I I 1 I I I h a T 4h 1111 I o� 8 8, h 6.! 0. I I I h o h 6' O' `� I{ � 13Q'i IJJ o ? G N I I I I '� 30 I I I I 36 19 �, I I I!44' I 44' N + W 1121 r8l_ 18-_ 'i 11441 ry ^ v N I r21 r8' 18' 11�'I N 112'1 32' + i II I N N I O SHADOWBROOK �, POPPYF/EW CONSTRUCTION ITEMS o W I I I I coy BERT To RRr✓Q rE STREET PER DR 98-I6 -- - II 19 - � 2 y y cw _ ^C�' gDJvsT s9.L� -t, Tt:...��,. � �-• G• _9 DRI VE 19 ° �° COURT O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER C/TY OF RANCHO D E SC R I PTI O N 0 F REVISION DATE CfT Y CUCAMONGA STANDARD PLAN 104: W = 24' (INCHES) APPROVED Tract No. 15727-2 Tract No. 15727-8 6 O CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA t� (Future) /Futurel STANDARD PLAN 106--AT CITY OF RANCHO CUCAMONGA � �����'`� �` O CONSTRUCT HAND/CAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102: X = 5' (FEET) L = 8 (FEET), UNLESS OTHERWISE NOTED ` - STREET IMPROVEMENT PLANS O6 CONSTRUCT CATCH BAS/1V LOCAL DEPRESS/ON, CASE AS INDICATED, PER CITY OF + RANCHO CUCAMONGA STANDARD PLAN 307 Ilk ' -_ _ "4 i FOR TRACT N o. 15727-1 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER C/TY OF RANCHO GOLDEN OAK ROAD (PRIVATE) CUCAMONGA STANDARD PLAN 103,• W = 6' (FEET) WHEN NOTED ON PLANS 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA NOTES STANDARD PLAN 134 Al STA 20+50.00 TO STA 28+61.56 , a L Q� P� w• BRl 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED ��t. 'F9< APPROVED BY: , . DATE Underground Service Alert 1. SEE TRACT 15727-1 STR/P/NG & S/GN PLANS FOR STR/P/NG AND BY DEVELOPER SIGN /MPRO�EMENTS. CITY ENGINEER/ L. .,� `= -�,//�-G�GLI � E ��;,' R.C.E. 24953 O�FOR E yo 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A NO.MW o L Dom•112�/,o DESIGN PREPARED IN THE OFFICE of RECOMMENDED o Call: TOLL FREE 2. SEE TRACT 15727- 1 LANDSCAPE MAINTENANCE DISTRICT PLANS FOR 22 CONSTRUCT 4' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED * t) �T * LOCKMAN & ASSOCIATES 0 THE DESIGN AND LOCATION OF LANDSCAPE IMPROVEMENTS WITHIN AGGREGATE BASE v `� L.A.O. CONSULTING ENGWEER8 AND PLANNERS 1-800 47H STREET GOLDEN OAK ROAD, AND ADJACENT L M.D. EASEMENTS. T C f V 1�- 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 36 CONSTRUCT CURBSIDE DRA/N PER C/TY OF RANCHO CUCAMONGA F � CAL�� OWN• TEL (909) 9 4-6988 FAx (909) 94 -8508 SHOT OF STANDARD PLAN NO, 107-B LAO.• Q �y��'✓" _5 A_ 1Z 422-4133 CHK. BY: W � DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 1628 PROJECT SHEET No. OF _ 71 $�QF1[E SCALE # HOR/Z. 1' = 40' /ERT. 1'= 4' ' Tt7P x N LY URB C. ) - - -- -- - - ' 'Qf �' C F. ok r '8 8 H • '''� ,� � W � 8 � 8 � g � + h `�' ho io � mo p ° � h � �i � yW i 8 •� - Nh ` + h v- � S h ►� O 0 _ _ . ._ _ 1055 : F of suRF 5 . f r t , i : e .r .i 8 O S � g h O - - 40 h - - ' _ - - - - - - - - - � . - - " - - - � _ " ,..` 8 � 8 O $ 6 � p � Rt O � 8 �► $ � � � 8 V: * h O O _ _ - O0-54 1 O - W OJrO " 1oa °a -- - pp • O � ,� '` � � IRS + h + h � O `►• O h0 h0 405a- X00 X00 i ZbO .�_._.0 •. `' qq O , on Curb 4 4 4 . 4 'N I a, , p Of 30t17Nm Y L'UR� 8' C F. W t � �o h � O + IN-, m II � p 0 8 h 'o _ o i nl I •. a0 N O - - _ O U • O O I _ EX M/SH SURFAL'E A� EDGE C WWVT ' __. _. _ h •. o __, _ 1055 o N TDP of SDtlTHE1?L Y �.C. BERti/ 10' F. ; W o o �. R-- 45X - - - 1055` • ( I _ R--2.A5X - - - - -� / 0.20X - -- - - - - - - - - - - -� � � 8 - - - - - - -- - - o ,� -� $ ti gcp 8O 8 � Ov v ''� hN � 8 ") + h OO •. .. an o� � O f05>EI - 80 ►moo v+- o � o ho ho goo _ goo © • � 00 •. p^ ° '� ' ` O ` �j � W W W 4 4 4 4rN yWi� ap t # ¢6�5" � � n Curb , O r r tin�1l91an d" C F ll ro C.F. 0+00 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 9+00 10+00 11+00 NO TF.S 1. CONDU/T FOR TRAFF/C SIGNALS W/L L BF INSTALLED PER THE TRAFFIC SIGNAL PLANS /N CONJUNCTION WITH THE CONSTRUCTION Of THIS SCALE /MP/ROVEMENT PLAN, N 1 = 40 � 2. SEE TRACT NO. 15727-1 STRIP/NG & SIGN PLANS FOR �h��.�=� o f Int Sta 0+00.00 He//man Street KIRKWOOD STRIPING AND SIGN IMPROVEMENTS b o AMETHYST -- - --- A VENUE I 5 0 0' 40 Int = Sta 1+8.103 Kirkwood Avenue L° O STREET Jo,�"v to, U If Int = Sta 7+36.86 6th STREET �j E h �W I I �, _ = Sta 29+29.22 Go/den Oak Rood 1z , ^ - W # o ho � � — � — .01 I \ - — — — — — � - - - - - - - '7� �0 33 �0 10 �0 �0 �0 �0 ,O5 10hAy' ,Oh 105 ,Oh ,Oh 0� Oh 0� 9 p� p� 05 Oh h g g o 05 hh. �`� �� ✓01N �� �� �� ✓oiN 16 33 �� �'� ✓oiN FIV �� �05� �V E� �,� cv N 1 h 33 V '`0 �0 1 �0 ✓O/N 1p498�� 1 0 f 0 4+ 5 O t O JOIN—, 9 1 _� -i i i i-7 I T77TT 33 El - - - �- - 1 - - - w - - - Z =2-- - - - -- --- ---------- - - - 1057 47 TC V 1 105.714 TC2�� 4 5 A 1052.80 FL f f � "� 8 W 1052.30 FL -- — - -- -- 1 1 h ----_ m 29 34 8 24 29 �H7914Y 8 24 34 i - - - - - - - - - - - i Q I — I� I Sta 28+82.32 ECR �i t _ _ _ _ _ _ _ _ _ _ _ _ J #GT95414 I '� -� 47 /053.79 I V C N v Existing R/W = N µ+ No Number Found 2 2 io5og Fc 24 CO Sta 28+61.56 BCR W O - O Q O I ^ O h O h I o O o .h o N '� 0 / , m h � + � 6 t h � � v ^ a, C L W W o N m N j V A o SEE SHEET 5 o� 12 W Nt W o )C44 O S T R E E T O 17 ( �., m•c �• �. _ Zq) 17 �vOZZ I IIS it I I �' �� �o HELLNAN I 33 o V V I I! i II I I o ° 28 A Remove Signing 8 Striping Notes (l q A VENUE 11 p o .6 I I I I I Pte]RK ,SITE TY I W DESCRIPTION OF REVISION DATE APPROVED I I GOLDEN OAK CITY OF RANCHO CUCAMONGA _moi ROAD CONSMIX"ONirfwfs COAFS ICIMNIrEMS STREET IMPROVEMENT PLANS t�3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 16 INSTALL REEL ECTANT MARKER PER CITY OF RANCHO CUCAMONGA FOR TRACT N o. 15727-1 STANDARD PLAN 104: W = 24' (INCHES) STANDARD PLAN 134 6TH STREET O CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA CURVE TABLE STANDARD PLAN 106-A STANDARD PLAN 101: W = 16' (FEET) Po>=E33/ Q STA 0+30.00 TO STA 11+00.00 _ O5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 22 CONSTRUCT 4' (INCHES min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE Q �q STANDARD PLAN 102: X = 5' (FEET) L = S' (FEFT) Q� Q� W eA� APPROVED B Y: - - DATE lr' Underground Service Alert O o R L T 24 CONSTRUCT 5 (INCHES) min. AC PAVEMENT OVER T' (INCHES) CRUSHED AGGREGATE BASE ¢9 //1 /f O8 REMOVE EXISTING AC PAVEMENT AND BASE COURSE w CITY ENGINEER �-�� /�t�� ` � ' R.C.E. 24953 e�FORE Yo A 90'4254' 35.00' 55.41' .35.44' O ® rw•,nwn „rCn c7 NO. m 11 REMOVE EX/ST/NG CONCRETE S/DE7I�ALK AND/OR DRIVEWAY APRONS ��T�=,�T !� ��n� ��, 6�hl�S�' n=�-(��Iw.,F=:.-..-^� � � DESIGN PREPARED �N THE OFFICE of RECOMMENDED o Call: TOLL FREE LOCKMAN & ASSOCIATES B 89'1716" 30.00 46.75' 29.63 Q® %M 4 ornrcrT ti41.417 5irrys QFq'-C-I'P4 , 9i4tMC!ilE9 P6r"4:kfP4Fr" 28 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEVELOPER * * R.W.B. CONSULTING ENGlNEER8 AND PLANNERS 1-800 L® 29 PROTECT—IN—PLACE C P 10TEL—A TRADEMARK 5T. RANCHO 09) 94 —85 CA. ' 9 �v 1�- �� OWN. S ET OF _cn o �rnn nwn wkq nwi�iT e�1 41,in it nn- nrn nwn �n { l Tr' A'46-- T �• TEL �909� 944-6988 FAX �909� 948-850$ ro:c� rvn t n va rr , z vc � ii i,. � ., �r !'O/yT, t:bf:h�TL �'fl; �.�F F 422-4133 - - 33 SAWCUT � CA�-� R.V.O. ����1� /J � _6_ 12 15 CONSTRUCT 4' (INCHES) THICK P.C.C SIDEWALK W=41 (FEET), PER CITY OF RANCHO 34 CONSTRUCT AC BERM, TYPE D 1-10, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 CHK. BY: K;o�t'' 'jV DWG. N O. TWO WORKING DAYS BEFORE YOU DIG CUCAMONGA STANDARD PLAN 103,• W = 6' (FEET) WHEN NOTED ON PLANS ROBERT W. BRONKALL R.C.E. 55361 �� R.W.B. DATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. OF 7� , P►LPQiFJ[E SCANL I HOR/Z. 1'= 40' 54r 961- VERT. 1 - 4 h 'On Cwb V p W 4 4 4 4 N '� O O O V v' N • '1 • -1 + os Di r� oi � •, O b ~ Ory + g yyN N N Q1 0n -.. _. -14 ` - '-T — — — — -. - - - - - - - - " - - - - -T _ © p �I . 11 TO o , I N O b � ryo � "� ' EVEPUG NORTI�/E1R7L Y CURB (N7 G F.) N ' WW .. W 1 _ 1615 O t0 5 ►� o n o 4 N N �. 0 54.96, 0 . n O Curb D _ : _ EXJS"77 ffNfSHED SURFAC'£ �t � ' t - -- - - - - - - - - - - - - - -- - - - -- - - - i O . N z - - - - - _ _ � Is g 9 tpOf t+pq ^ � ^ � � ci p . NC NO N � N � NO ,per X015 15 �. ham. ' r : 8 C.F. 226+00 227+00 228+00 229*00 230+00 231+00 'Ott Ptz1�/ATE � GOLDEN OAC ROAD waL1� EASEMFrjT/ SCALE t3 ' > - " ' " m C 2�i , # 2s 1 = 40 0 ! ?U�I I L I / , (7Y p) 28 28 28 N i i N Z ,1 � I SfiDRt�l�dl� O 28 006A5(-HCR11/ 30 O S o 0 tl a h 3L7 004 40 39 38 37 36 ZOo• 35 34 33 h i N 25 24 23 40 a I AD��u®r -4 Sct-Mr- N h o �� w I TO co�G�C--r6 ��RAo G N N N ,o MAT H � � O C 1Q � �9es�EE SHEET 3 OF (2019,95 >'C Sta 1+71.00 ECR Sta 1*71.00 ECR l�lx=r 1 ^ 19 1� 18 4= 29 18 � 29 29 �X�� 5 29 29 18 22 Z - - - - - - — - — - —ss l — — - - - -- - - - - — $ -- — — — — — — — — - --- -- -- --- 71- 5D 16 16 11 3 b 16 I — � 219+00 20+00 I 227+00 222+00 227+00 224+00 Zp 225+00 226100 227100 228-+-00 229-+00 270+00 231+00 EX/ST/NG POWER POLE F TURF 1� Z TO BE RELOCATED y y � Int = Sta 215*70.40 4TH STREET '� � - -- - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - — — � - - - - - - - - - - - - - - - - - - - - - - - - h _ —SD � Hellman Avenue I Int = Sta 228*25.01 4TH STREET N = Sta 1+00.00 Go/den Oak Road ACDr: r /11V(L Flt t rzc +��H t r ��lN7ENAN�_E 4 t h S T R E E T � p Cce5S rz REMO VE S/GN/NG AND 5TH/PING NO E-S, r 4Jv HAND,Cllr' Q "'✓,l RAMP SOUTH SIDE 4 TH STREET ,��, CITY ,�`� E DESCRIPTION OF REVISION DATE CURVF TABLE e Q _ APPROVED - s 1r R L T 474 >< CITY OF RANCHO CUCAMONGA t NOTES - `a;ar q3/3//csF / A 90'00 00 35001154-9,61135.00' i 1. THE EX/STING OVERHEAD UT/L/T/ES (TELECOMMUN/CATION AND ELECTR/CAL, , I c, , .� ,, STREET IMPROVEMENT PLANS H Co�lST2UC7 CGN�k-E 7 E, t�F�] ✓E w/a ( � Fig ��. i i�E:-� ��I t ( V � . co srRucnoN irEMs �J EXCEPT FOR THE 66KV ELECTRICAL ON THE PROJECT SIDE OF FOURTH \ j - - --- - OF 7zNNCHO CU CAMONCA Srt ANDAFZb 1�LAN 101 W= 1S. STREET SHALL BE UNDERGROUND FROM THE FIRST POLE ON THE EAST `�c a - FOR TRACT No. 15727-1 O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 18 CONSTRUCT 4' (INCHES) THICK P.C.C CURVILINEAR SIDEWALK, W=4' (FEET), PER C/TY SIDE OF ARCHISAL D AVENUE TO THE FIRST POLE ON THE WEST SIDE OF STANDARD PLAN 104: W = 24' (INCHES) OF RANCHO CUCAMONGA STANDARD PLAN 114 AND I0% CUCAMONGA CREEK CHANNEL, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE 4TH STREET 5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEVELOPER FO OCCUPANCY, WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING O STANDARD PLAN 102.- X = 5' (FEET) L = e' (FEET); EXCEPT AS NOTED O FOURTH STREET SHALL BE UNDERGROUND A T THE SAME TIME. It $� Q STA 217+00.00 TO STA 231+00.00 22 CONSTRUCT 4 (INCHES) min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE 9q 'C O '( O n��i�•i ween Q• t� 1 o REMOVE EXISTING CONCRETE- CURS AND currER Q2. SEE TRACT 15727- 1 STRIPING & SIGN PLANS FOR � � - � ��' � APPROVED B Y• � - - DATE Underground Service Alert C 0 ® WP� Qc;Q STRIP/NG AND SIGN IMPROVEMENTS. 44o9q« aT�r�Tcz�cT �� - 9 rr'.i^"^^ !i!•GAl //�l �" GC,'�' / T��l7� «�' ^rte^ wqP , ,,, n w 9n44 e r- z CITY ENGINEER R.C.E. 24953 1 1 REMOVE EX/ST/NG CONCRETE SIDEWALK AND�OR DRIVEWAY APRONS ��r 1 . � �h/. ._ _ I� _./=�,�---� � � ±� ' / FORE rn^v�vr;�z�E��-E�r1(�:� NO.56381 0� o YOL Q® 28 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEYELOPER tt D�•12/ 00 DESIGN PREPARED iN THE oFEicE of RECOMMENDED 3. SEE TRACT 15727- 1 LANDSCAPE MAINTENANCE DISTRICT PLANS FOR * LOCKMAN & ASSOCIATES o Call: TOLL FREE l n 29 PROTECT-/N-PLACE THE DESIGN AND LOCATION OF LANDSCAPE IMPROVEMENTS WITHIN �^'' R.W.B. CONSULTING ENGINEERS AND PLANNERS ® '��`ST'� �"{� '��� 4TH STREET, GOLDEN OAK ROAD, AND ADJACENT L M.D. EASEMENT5. c1 v►�- t� 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1_gpp 35 ADJUST MANHOLE TO GRADE F OWN• TEL (909) 944-6988 FAX (909) 948-8508 sH ET OF L 1 777 CA 422-4133 �� - �� COnISTKCICT Cv>JCfzE TE b�N� �'���'�«� - Glrt ( �'F 4. CONDUIT FOR TRAFFIC SIGNALS WILL BE INSTALLED PER THE TRAFFIC R.V.O. r' ) Q 7 12 T?q/JC_HU CUGHI•-ION �> %7 f b �>~� pL N l T (PE T�- I, SIGNAL PLANS/N CONJUNCTION WITH THE CONSTRUCTION OF THIS BY: V" "-4A MGr)l1-ICC- ( £'' 7��IC k� W- I� FES) IMPROVEMENT PLAN. CHK. ROBERT W. BRONKALL R.C.E. 55361 DWG. NO. TWO WORKING DAYS BEFORE YOU DIG 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134 R.W.B. I DATE AWAY 1997 FILE No. 95-3438 /6 a 8 PROJECT SHEET No. OF t F[ HO,4� /Z. 1' = 4dT. 1'= 4' /STI IJP L B '�x Nc :rn� n�Rrn► r cUR $ $ o $ $ $ $ $ - _ g � ,� $ $ $ g . gam $ .� o -� o : ate h � $ ^ $ � $ � $ 80 0 � •� o ,� pN N11 010, o � o � . ab � : o ^ pN hh O h h ,� �. �- � $ $ o, $ p h .. _ fav _ + �. + � � - �, � o, ,� No b SEE bFZA l� 5 + o �o �o + �. �. ab o ab N ao ^ oo In h N Nab �' � �' ^ �' � ^ rid h � O 15 ►7 h h4 NO �y � � w � N O h O N N N • ry � NO hp hpp ry0 ry0 NO -10213-- --- - -- -- - - =-- -a--- - - - - - - ----�- _ ._ _ - - - -d------- - �j� �- ice" W •° W o o o ° ttv W ° W W �. �. �. h R=0 92�' V _ � � w p - - - - -- -- - O R=-0.40 ' R=0. 17�' $ o o O { g O av N N ao W Cal o h �p p ab h + 1p o + O $ ab p �, ^ "� O O O 's $ o N 1+ Ici $ Ion V-- -4L �° � � N � � o 1015 .� a R � � � �� �- moo oh a °� Np o �. ►� Nw w . 1015 NONO� NO � ^ O � � •. p � �iWryp a 1� o 0 Wv W _ W h W n iv T+DP OF 10RTHERL Y CURB TCJP t�f' IVDRTN'm Y RB A�LONC BUS QUI Y on Cqrb - i =0.92% fi -0. 17% R =h g N h 1015 101 $ 5 a o p o; � `v ^D O O O O h tp op O N N N O ei O • R � i lb rr'' O O 'V E 5T me QED st�FACE Ar >� m w 1 �_t�:ry refs.tt--- -10 0 . y D O $ It— :_ _ . _ - $ O - _ _ -- __ _ . . . . -� , __ • -� _ - ate- p p h h °j • � -� • -� oma ; • � ' o � � n hh $ o .. as i. $ ^ $ ^ + p + o, •� O ,� hj, ^ ^ QD o, ., ;� •� 1%j ry 0 N ., 0 h O h N i- ^ '!• h °� -O � __ r� h h p "� O ry O - ry ,. O 1015 N ., No ho N � h .. h � r h `, h "� hp o N � N ., N . o � 101 h o W 5 _ N . O O O D _ - - N . N .� b �• �. �. O � ,O,r � �At � \' O 8A C.F. 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 3� 0 110' av�N�l; IrMPeo�l�� m W J 6d 5d P1AK s , C , O J O 28 , , 0� o o 0 � 26' 4 h - 3 34 16' 0 ~ 6 V 27 36 27 J W D0 $ W $ V O O O I p 28 0 � o W � o Ob Ob b � ° � � ° � ° 7 � . h Opo "? o R? Oo W W W pwa 73 • Z O 28 V O o g OO O o �o o h "� h Sta 1+25.35 O W N W t� h L k 28 I� I �O O I� II ^ O W '� h �' h N 2 Z Join E'istin + W Q Q W Q ab O O O W W Q V• w + w �. � ►� � �, m O U p U �s U + 'I- p U J O 3 U Z ab a�, O •� o w C O IL j V � N ° N ° ° N ° � � koro 9 3�1021.87 �C h W O O Op m O O O O O ao �o I ►� O O °� p 0 0 a o, ►.� O W h W W (1021.B7 TC) 1021.48 Fl N �, �' O h h h •{, p Z "� m J Z h o N N V 1020.46 Fl 2 W W N SCALE W W � W � w O +'� ao N N N o N � N 1 p W a Sta 1(04.50 CB o > 12 > 1 0 10 8 O h 14 C� 3 U � U � 0 33 1s >� a s I � 17 N ... // 1 B "1 � O w , 21 20 19 p v - I > Z h Z Z O O ( O �„ = O Q O W =18 H=4 H =0.21 1 = 4 0 � � W ►"� Nj Z p � W 'I• � W w y.. •... N � lu Z � � � � l� 0� +.. I'- V) � .., o � w=6' 15 . I 10 1.06 TC � h m Z m , , i i N C7 1020.07 Fl O b h 'h O N o ( o W o �xz Q Sta 0+85.35 ECR 1020.79 TC) 30W `� W '� m ~ W '� X=r5 W=6' So2� 9 - �-?�q;'18 W 1 d 40 D a c 29 D 38 3 --- - -- - -- - - -- - - 3 �I 137 GAS - - - - t - - N89'04'08'E 737.6 - _ _ - - - - - s - - - - - - - - - - _ I — 1 i aV -- W W - — •s � 1 1 1 1 1 W 1 � o 1 A F A �o C F°� s 3 �°� Eg �A s o F°� �g g A �/ S 1 1 - — - 1 - 1 - - - -- 23 �gl , W ��' T 10 1 1 1Lbb 1 h 0 N6 ?o �1 .r, i co' 231400 0, 232400 l l 233400 l l 234400 l l 235400 l l 236400 l l 237400 110 l 238400 l '�° nes c�� ,�o'` ,�o'` , ,�o'` I. + - 189"5245 W 239400 240400 ` 241400 O rW - - - / 24240 �i o -- a Fyl Hyl Hyl Fyl F51 Hyl Fyl 1 s Hyl Ftil Fyl F51 Fyl Fyl � Fyl Fyl X51 Fyl F51 Hyl �1 F 1 1 6 1 6 1 1 1 g 1 Zo F 6 g h g I g EXIST/NG TR4FF/C SIGNAL $a7 s 1 s o 1 g6 11 11 11 10 1 g �0 �0 �1 0� 8� �A� �h 0h �1 �9 g� 1gh g g� ,p1 TO BE RELOCATED PER h W �<\ �� 1�, ��, 1�, 10, 1�, 1�, 1�, ��1 10, 10, X 1�, 1�, h ��' 1 11 gyp, 14 �� �NTRAFFIC SIGNAL PLANS y � � � N - - - - - - - � �- - - - - - - - - - - - - - - - - - - - - -r �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - -_ - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - _ I — Int = Sta 242+41.57 4TH STREET 1 = 0+00 Archibald Avenue ARCHIRALD A VEN11F Con 5T Cueg SIDE OE i vC 7- Rv ``Nc Ttl �' w - ¢0 Z l-Ov CURVE TABLE 1� REMOVESIGNING AND STRIPING NOTES �llB�/q(O� � R L T DESCRIPTION OF REVISION DATE CITY c O APPROVED If � No(a2a�g � - -- CONSTRUCTION ITEMS NOTES A 90.0.3'00" 35.00' 55.01' 35.00' CITY OF RANCHO CUCAMONGA txG 0 31, I _ - __--_ _ ______ _-.___ B 11'35'35' 273.33' 55.31' 27.75' / O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 18 CONSTRUCT 4' (INCHES) THICK P.C.C. CURVILINEAR SIDEWALK, W=4' (FEET) PER CITY 1. THE EX/STING OVERHEAD UT/L/T/ES (TELECOMMUNICATION AND ELECTRICAL, C 12'40'49' 136.67' 30.25' 15.79' STREET IMPROVEMENT PLANS jl9 CIVIL �Q STANDARD PLAN 104: W = 24' (INCHES) OF RANCHO CUCAMONGA STANDARD PLAN 114 AND l03 EXCEPT FOR THE 66KV ELECTRICAL) ON THE PROJECT SIDE OF FOURTH \F OF ( AI\� OF GMG,44APM9423 CONSTRUCT 55' INCHES min. AC PAVEMENT OVER INCHES CRUSHED AGGREGATE BASE STREET SHALL HE UNDERGROUND FROM THE FIRST POLE ON THE EAST D 18'55'29' 92.50' 30.55' 15.42' _FP _ O ( ) ( ) SIDE OF ARCHIBALD AVENUE TO THE FIRST POLE ON THE WEST SIDE OF FOR TRACT No. 15727-1 y Q 9 ins�H =-�IRE Pi--?6 ' ---NOv M"M`r%�NG ' EFGh`' AN9 POS-r TOCP' EF ,':MA^4P 6!Y640PIA +4 CUCAMONGA CREEK CHANNEL, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE O6 CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF STA"P9 Pb4A' 0E�-6�W FSS 6)4*-aWrS{ ^�T,�- OR OCCUPANCY, WHICHEVER OCCURS FIRST ALL SERVICES CROSSING a 4TH STREET RANCHO CUCAMONGA STANDARD PLAN 307 FOURTH STREET SHALL 3E UNDERGROUND A T THE SAME TIME- © QQ,OF E SS/n� 27 CONSTRUCT CURBS/DE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-AA(�`O//1/J\•- ���/`� pFE88/ T/ r C`/!'A/ AA//l �� l `�I e� STA 232+00.00 TO STA 242+41.57 28 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEVELOPER 2 SEE TRACT 15727-1 STRIPING & SIGN PLANS FOR �� ,�-���� �� 4� ter, �} Q� W. 8q0� / 9 CONSTRUCT CONCRETE BUS BAY PER CITY OF RANCHO CUCAMONGA STRIPING AND SIGN IMPROVEMENTS Ai' ^"'^ ,T„ T"��T % " `,,` --' • _ O :5 �' � APPROVED BY: � DATE STANDARD PLAN 119 2 9 PROTECT /N PLACE. �;' ^<i^ = •-- tb � 9� , Underground Service Alert 1 5• , , , � 9 _ - Q z CITY ENGINEER �- � � � R.C.E. 24953 rz_ f I -�: I I „i�l � �GL..LL � � ��L EFOR E y 10 REMOVE EXISTING CONCRETE CURB AND GUTTER E y /Z�3 /O(� �•� m J. SEE TRACT 15727- 1 LANDSCAPE MAINTENANCE DISTRICT PLANS FOR r r1 cc EXP PREPARED ,N THE OFFICE OF DESIGN RECOMMENDED 0 0 �Go 0811: TOLL FREE THE DESIGN AND LOCATION OF LANDSCAPE IMPROVEMENTS WITHIN !.{ * * LOCKMAN & ASSOCIATES 4TH STREET, GOLDEN OAK ROAD, AND ADJACENT L M.D. EASEMENTS. �.� / ' `P LA.O. CONHULTING ENGINEER8 AND PLANNERS/i, 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO L� ��f �r Dr v��- 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 O CUCAMONGA STANDARD PLAN 103, W = 6' (FEET) WHEN NOTED ON PLANS i -- �.UQ� �` DWN. TEL 909 944-6988 FAx 909 48-8508 SH ET OF 36 CONSTRUCT CURBSIDE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 107-B. C X '" ,i - CAS- 422-4133 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONG,.A m OHI7-TEb CUpB RIMPAI 1%04. � qTN ' z7 0� R.V.O. 8 12 STANDARD PLAN 134 2 , TWO WORKING DAYS BEFORE YOU DIG l 31 j8 CO 97. CU�1�s/ iieAOt /^' �kiST/M� ,�,ew! pr c yi of e4,�eFfO ����ro�C,4 s L17Y CHK. BY: DWG. NO. /C N /r7 J b�`J«I O. 1 �I � 0A-fi6 ROBERT W. BRONKALL R.C.E. 55361 t� R.W.B. DATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. OF -71 T L=42.41' On Curb i I Parvo/ N ►� �o � 4 � 4 0 HOR/Z. I'= 40' '. _ ` _ co .� h �INN VFRT. 1'= 8' N �; < < r h .. �O Nj. cV Cts Ok h N ry h 77Jfj o NORNt A Y' CURB o o °'. 1030 j 1030 In 02 R-0.5Ox fix < o N � h U *� -# q I � . o � N h N N N N pp �o IcO �O h mR ..� • •. •. O�Od ©hN � � � p - N i 10 210 *73 4 4 4 4 ° + w O 1-47 41 W o < On Curb h h N 121T' VC 80' VC 1035 - _ 103✓` g PARTL4L g c5 _ h stat 7+82.S6 , $ 'o z 50' VC N Ei 1027.09 - w N M S77NG GROUND o •` t �S flNISH A I EXI t � CE d N h o n! < w 83 W I xd IN — W � -. - - - ----- .00 00� V �- - 25 pux - - - - - _ _ _ - — O 4vr -�_' p � — cV — � � • g ^ < o N Q` R -1. - -- - I $ 'a'oi'") + ''� $ �cl : _ + w 0 1.70.1' • h E I 0 ' Ib on urb O l20� IAC to 80' VC Partial + + _ 50' VC o os 4 4 ti N N 4 4 ! O O a g 1 15 -F82.ss ►. w : 1 7.09 +NL N N 7"OP o Sbumt—RL Y CURB' low 10.1 1' w O i I $6 (102 ° �u 41 41 ° D2s>3 oWo+, ° I I : I I ov ! ^ N O � Oi 'TI p0' '� i p � � ^ N � NN + o of N o ^ N ^ .. + o a *� N ori o� + 1020 $ ►� I � � �. ^.. + W < >\ w ^ .. yOW •o �u ° + g � � •. J. g � 1020 h W W coW O p, • � `}'O � � '' �i �+ ` ° p O 4 4 4 4 ° 6„ G+ W �h w _ L-4241, -F, DOUBLE VERTICAL SCALE _ W 4 PARTI4L on Curb _. X20' f�C' - —H _. 50' VC 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 PRIVATE STREET 6 EWN/NG SONG m � = 19 17 PLACE i m ff Int Sta 5122.64 SHADOWGROVE DRIVE_ GOLDEN OAK - - - -__ --- • 17 = Sto .3165.00 Morning Dew Place o �' h 6� W (iEDAR GLEN O O `� Q 26 26 26 26 O co D O � i� � N 17 17 17 17 2 6 17 30' —� �o SCALE ROA + ; C) Q `° Q �. w Q o Q + 18' 18' 1 0 17 h �. Q �. h 19 17 26 Q �0 26 �� N PLACE N iVIII + � < � o `� ^ � � W o o o --AII r I ) Q N I I I o + + O 24 23 p h 21 h 20 �, +.. 19 + 1 a TRA CT No 1.J 721--7 = 40 TRS]CT /1/0. III 11 I I I •° ��, A �� h + + + "� °e Q o o c� h Q `�I I I I h�' r� 11 I I I I I 3 15727-5 II _ I I Sib ° o oN 25 0 "' o '� � � v0h 'K) I I , i o II II , II it 27 � � 26 ° � w � ,p DOWN O ° ,� Sta 9+98.82 ECR 12 I ,� TC Lli h 39 II II ; II II 01 40+ I I I I)' III O i c� c 22 p � poi+ w SEE SHEET 10 f 12 Sta 9+98.82 BCR I I I I 27 I !( 28 •° 15 .o 15 - /� ` - S H A O O W G R O V E V o �, D R / E I I II _ i 1 � 13 I Int Sta 9+97.66 SHADOWGROt2r OR �, ��, �� � � /tom v - - - 1i �� y I II I I.• _ - - - - - - - - - - - - - - - - - - - - - - - Sta 11+59.66 Cedar Glen Place "�E -- - - - - - --- - - - - -- - � - - - --->_-- - - 11 j 14 A N ----_-----nom ------------�' 4 16 �� 2 A 5 O 5 - �c N 89 5245 W 4+00 5+00 '�� 3 4 1K 6+00 1 o - - — 1 3 36 16 2+0o a lb 3+00 ' 4 5 A roti A roti 5 13 612 - 7+00 ,�'1 2=j SS 9+o N -- - a� - - -- - ---- -- --- 2 --- --- 1�2--- - --- �• 2 --- V _ _ �� j- w �'3 - --- --- _ --- _ _ W I - - - - - 1T\ \ � t • • • -- - • • • 14 ---- • --- 2 - - - - - - - - - - - — - - - -� I II - - - - - C �_ I o 12 — - - 23 `\1 I �� I // �� o 15 Sto 3+20.00 ECR _ 2 _ Sta .3+20.00 BCR 15 Int - Sta 1+00 00 ShG400WGROVF DRIVE : N oo + ,+ � p k I i .4 TCM L/lME i 4 >, •. I I I I I I = Sto 5+70.00 GOLDEN Gb4K RQAD - 1 1 1 1 V I I I V Q 39 2) + N® Q Q o ►+� Q Q Q m SEE SHEET 11 of 12 V Q 00 �' Int = Sta 7+,37.66 SHADOWGROVF DRIVE 7 6 5 I I I I I I V I o I I I ° W Q, o �Q N yo o 44 ''� I I I I I I W q = Sto 10+4,3 82 Evening Son Place N I I I I I 7-RA cr Ivo. `� �a, o + + + 9 9 O r IIID I ID�,�p ° 41 42 o I I II I I I < + TR�cT Nr�. 1727-7 I I II I � O h % 45 N 47 O 1.�727-6 � ^ Q co II i li II il �r �� 26 17 17 17 26 17 26 1743 26 ° 0 26 ^ I I II I I I ^ O o 0o I Q I O Q 'o^ t-4- 1 2 6 19 0 0 19 �' 1 1 1 1 you °' p ��VfS b rJ�vc/A� LDLU I"lDd5 L01� y0 `12 9-t7-AD p O ►� 41 O O Z", O W � '; � O 2 0 + CONSTRUCTION /TEi1</S 60' o � � � � � '' � CON/ER7 TO Pk/'.�7E S7REET PER DR 9B-i6 2 P T R 4 H CRUSHED A R 1 7 26 26 26 0 1 CONSTRUCT 3 /NCHES min. AC AVEMEN OVE /NC ES C US ED GG EG4TE BASE MORNeN � ( ) ( > GDEW 21 17 19 17 CONCRETE CURB AND GUTTER TYPE A2-6 PER CITY OF RANCHO CUCAMONGA 1 V' 2 CONSTRUCTRe ised Driveway Locations - Lots 40 4/ 42 8 43 O STANDARD PLAN 104.• W = 24' /NCHES PLACE y 4 T R R R PER CITY OF RANCHO CUCAMONGA ITY CONSTRUCT CONC ETE CROSS GUTTE E DESCRIPTION OF REVISION DATE O STANDARD PLAN 106-A APPROVED ' � MAZE 5 CONSTRUCT HAND/CAPPED ACCESS RAMP PER C/TY OF RANCHO CUCAMONGA CUR ALE O , STANDARD PLAN 102• X = 5 (FEET) L = e' (FEET) O CITY OF RANCHO CUCAMONGA O6 CONSTRUCT CATCH BASIN LOCAL DEPRES/ON, CASE AS INDICATED, PER C/TY OF R L T RANCHO CUCAMONGA STANDARD PLAN 307 2 INSTALL R1 (30') -STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA A 90.0000- 27.00/ 42.4/ 2/1 00' STREET IMPROVEMENT PLANS STANDARD PLAN 401 C 3 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 4 r O R TRACT N o. 15727-1 14 PA/NT 'STOP' PAVEMENT MARKINGS WITH 8' (FOOT) HIGH LETTERS AT 12' (FEET) - ;.. ES.S/ ', T STOP R IN TH TRA -� SHADOWGROVE DRIVE (PRIVAT FROM STOP BAR AND PAINT 12' (/NCH) WIDE S O B4 CONFORM G TO E CAL NS � ., � UNIFORM TRAFFIC CONTROL DEVICES MANUAL, PART //l - MARK/NGS 15 CONSTRUCT 4' (INCHES) THICK PCC SIDEWALK, W=4' (FEET), PER CITY OF RANCHOQP��S31AV STA 1+45.00 TO STA 7+82.66 CUCAMONGA STANDARD PLAN 103 W B 16 INSTALL REFLFCTANT MARKER PER CITY OF RANCHO CUCAMONGA APPROVED BY: ' , DATE - Underground Service Alert STANDARD PLAN 134 < �i _ EXp-3/3�k� CITY ENGINEER �� •.�,�Cli' � R.C.E. 24953 EF°R Y 17 CONSTRUCT CONCRETE DRIVE APPROACH PER C/TY OF RANCHO CUCAMONGA / '° m STANDARD PLAN 101: W = 16' (FEET) L G wC EXP.12/ /0o r DESIGN PREPARED iN THE �FFicE of RECOMMENDED o Cell: TOLL FREE �V`I� `� * (,,Cw' * D.L.M. LOCKMAN & ASSOCIATES v 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID FOR COORDINATED BY ���� _ � � d�� �V � '` \P CONSULTING ENGINEERS AND PLANNERS /Z DEVELOPER. �• C � C1V1�• 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A _ _- `F p� DW N• TEL (909) 944-6988 FAX (909) 948-8508 SHE OF 422-4133 26 INSTALL STREET TREE. SEE NOTES ON SHEET 2 D.L.M. /, 1 ' nj-6 4� 9 12 CHK. BY: DWG. No. ROBERT W. BRONKALL R.C.E. 55361 /�Lh TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 ,( PROJECT SHEET No. Z5_ OF L=17.80' on CurbL=17.80' on Curb 43.59' 111.35 VC on unb 43.59' PJIPAF�E_, i1LE I PARTIAL i j O V on Curb V on Curb HOR/Z 1' = 40' _ _ 50' VC VERT. 1'= 8' w N h 5011, N N V R7 1135 I 00 Ogo + W + + "� W • h w 1CP of N 77kE iY CURB •O ,D i p .p o D R-1.07 ' ! � o _ 0 80X R rid I ET 7025. 11 P! i W I 00 . I N o N h _ fxrsTTNc GReU D of o W 1 35 0 _ Q - _ I FTN/SHED; SURFACE at - - w - - W N - ` - - - - 0.98.t' 0 0 � R I r.z R 0.A0Z7 ; � _ , I 7 R- f.,;'0,V R=-.3.04 ' m � o "? Ory R � W W WW ^ W 1 � � o e e e o - j l r4 16 , T sibon Transition . 56.9g' f L=2035 Crown Line 50' _ : . . Qk PARTIAL _ 35ONO TOP of �O&MMY CURB I O o o o 0 h w _ - p vi R=0.80 ' } . } ^ 1 1025 o i I 1625 ► 62 .. � � N � 6 CF . W _ : Lu _ W W DOUBLE MRT/CAL SCALE „ N* o e o � 2 41, n I { 4 o CU6 $I 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 6 PRIVATE STREET 26 17 U ry 17 m 26 Q h 17 17 p 17 17 Q p 19 17 17 17 17 17 N h V m 26 26 26 26 _ r� o W Int Sta 7+78.82 ARBORGLEN DRIVE _ V N rdl �. V h V Q Q Q ►7 �Q 3 m m '+� �Oo' m m ^ Q m Q N Q m 1g m W Q p -� = Sto 7+78.82 EVENING SONG PLACE t� �p �U W w Iv p W (� W ^ "7 W O N W w h i j o >3 P h m S o m N m R7 ��, O w + i O O w + w + w /� w + w + w + 9 w + DO w + O O h ,� Aw Ak- O h h O P O p O O O O + p ►� p� X CONSTRUCTION /TEM_S SCALE, oE� O \�,\ > y � � opo 5 s 06" � o O ° 1 - 40 rj0t ROP \\\\\� C7 2 `3 15 7 a 1 1 1 (�1 CONSTRUCT 3' (INCHES) min. AC PAVEMENT ODER 4' (INCHES) CRUSHED AGGREGATE BASE \ \ A R B O R G L N O R / V E �, 0 \ C7 2.9 . 14 'f 2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA � \ P 0 , _ - - O� STANDARD PLAN 104: W - 24 (INCHES) 01 40' \\\\\� \ �\ \\\` • • • • • • • • ----- OR ay' O6 CONSTRUCT CATCH BASIN L OCAL DEPRESS/ON, CASE AS /ND/CATED, PER CITY OF \\ --- RANCHO CUCAMONGA STANDARD PLAN 307 A 2 b D E Sta \\\\ ♦ / 3+00 4+ 0 5+00 N 89 52'45 W 6+00 -7+00 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 2+00 - 1 - +0 -- --- - SS - -� + - �� `\\\V TC SS B C i - 1 6 W---- _ CROWN 15 CONSTRUCT 4' (INCHES) THICK C 103 C.C SIDEWALK, W=4' (FEET), PER C/TY OF RANCHO LINE --- --- CUCAMONGA STANDARD PILAN o TYPE C Z \;\\\\\ 16 -W_ • • • • • • • • • • F \\ • 2 6 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONG4 Q \\\ / • Sta 8+18.90 EC STANDARD PLAN 134 \\ \\\ \ /// /� /0 54&'�C V 1 5 35 37 �G 2 II 1 5 of 27. 12' L T 17 CONSTRUCT CONCRETE DR/VE APPROACH PER CITY OF RANCHO CUCAMONGA \\ G I STANL,4RD PLAN 101: W = 16' (FEET) : w O 1 If DRIVEWAY \ 29 O ^ r ^ O �• O O ��. �. 17 19 INSTALL 5800 LUMEN HPV5 STREET LIGHT BY SCE. PAID FOR AND COORDINATED \V� I / i h17 QO Q ^ Qw Q 'o QO Qh QO x 1 Sta8+21.51 \\ \ �. O 0 ^ h p 26 'j• 13 • 1 lV BY DEVELOPER 2� \.\\ \ ( � � � + Iry u ►� N 32 O v � h w � p �0 X�' . ♦ f DRIVEWAY \ 1 . Q + m m Q 5 \\ ` \ 1 ♦ N + w + w + w + w + w h w + m w + 1 7 26 INSTALL STREET TREE. SEE NOTES ON SHEET 2. rn \ \ 1 1 ♦ NO o N m 30 Q N m 31 O m O ►� m 330 1+ O "+ 34 W h 36 - % L � �t / J p Sta 8+56.40 Int = Sta 1+00.00 ARBORGLEN DRIVE \ \\1 \\ \ 1 1 rt + m `' o W o W o W o ° p o p o N-1 Sto 8+61.82 BC ff \ 1 \ 1 � 11 � rnn m O N h �u � �il � �ou � Et11 � �I (� m � ''.. `.. �p • O = Sta 8+05.30 Go/den Oak Rood �� � 1 \ m m o m � � � � � � � � � O o 2 6 TYPE � Z 4 � $ � of 19.55' L T 11 1 1 ; 1 g m 2 6 2 6 2 6 + �, TYPE c Sta 8+79.54 EC 1111 1111 a i - 26 26 17 26 17 26 17 26 17 17 19 17 17 p O 26 :;t 17 2 6 TYPE C 15 • 3 • >6 TYPE C 2 6 � 11 , � � � ' nm♦w 26 0 '5 'A o r-c 17 26 TYPE c V 0) If DRIVEWAY 17 • f m Sta 9+08 23 I Liu N Sta 9+26.00 `�� e^ 1 9 / 1 A 1 7 I, ' �`' �° C �-OAIVERT TO PR, VQ TE STREET PER DR 98-/6 / Q � - G - Sto 9+42 • TYPE c '` d�5 TY CI RMF TABLE 1 TSE TYPE c • 2 26 \ x . �! DESCRIPTION OF REVISION DATE APPROVED 26 30' .30' O o R L T TYPE C 19 • 18' 1 18' - DR(VEWAr 17 ` .Qk �� .t "',_ �` CITY OF RANCHO CUCAMONGA 2 6 12' 12' Sto 9+65.20 . A 20'260 318.00; 113.42/ 5732% Sta 9+98.82 ECR �o��s �o-is 13 TYPE C 26 STREET IMPROVEMENT PLANS B 207261061300.00 107.00 54.07 • C 1 Tc • 15 Sta 9+98.82 BCR 2 20 26 06 282 00 00 58 50 83 _ _ ess SEE SHEET 9 0> > QP w e1`'''q< FOR TRACT No. 15727-1 (PP,IVATL) D 70'00/00" 102.00 17.80 8.92 / g9 .9 ARBORGLEN DRIVE - STA 1+43.36 TO STA 7+78.82 E 710,00/00, 58.00 111.35 82.83 F 90.00'00 27 00' 42.41' 27 00' � ---- P - --- N No.ss1 m EVENING SONG PLACE - STA 7+78.82 TO STA 9+98.82 h a EX .12/31 Underground Service Alert 3 - ----- APPROVED BY: DATE 9 O ss - j �' C V►� ��� CITY ENGINEER � � � \ 1� �� R.C.E. 24953- �FORE y _ _ _ - f .�, t` CAS- DESIGN RECOMMENDED O O --- - W --"--- -_-- `� OF 'PREPARED IN THE OFFICE OF C Q --`-- I LOCKMAN & ASSOCIATES �v v 0 c O O CiB��: TOLL FREE D.L.M. CONSULTING ENGINEERS AND PLANNERS 10281-A TEL (909)ADEMARK 944-6988T RANCHO FAX (909) 948N8508A 1-800 y I OWN. S ET OF If Int = Sto 10+43.82 E SWING SONG PLACE D.L.M. 10 12 �.��422-4133 = Sto 7+.37.66 Shodowgrove Drive - -- 47 8 7 CHK. BY: DWG. No. ROBERT W. 9RONKALL R.C.E. 55361 / TWO WORKING DAYS BEFORE YOU DIG TfiAC7' No. 15727-7 R.W.B. DATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. 2b OF 7/ L=42.41' I A °A C4�o Wh i HOR/Z. 1'= 40' I 4 4 N f { I N + N N N + E7 0 60 _ 0 1 TOPf WE5 Y CUR P of NORTNERL CUR o 0 0 >e P/ St 1 025• TERL a 1030 , . To e w f _ r.s2 156.49' =t 8(152Zl - R I R�0.80 ' ' R=0.50X __ h h >si oWh o � � I oo 06 IN Adw) Zq6 N � N a `pti W N h �i N o N .. `t p --_ ----- IN 1021 - - -- - --- - -- o �'1 I + o oWWN � � W o W � � + w w W Nh i I V h W W W iii + •. .o h Wh + o, I D — �. •p w + / 4 C� O o w (� I O L=4241 40' 1�' W W W h r' -- - V - on 1 $ g � � f Gti Ro�io/ - - - _ 1035 I 100' $ �n►/sHEn sURf-, E of •� o v- 1035 l0 N a 0 In I t7 5 P � � f1NIS't/EU SURFAG�E t � 0�5'1 RI 1 1h1 70 w 0 r X C R==0 85X v o v '� R-1.9pX m $ .N o `k _ v h ►�µ O~ >�' + - - - - - - pcp �d + I N ^f O nl \ ry ^ N N D�qp j - (( r •. ., `� ,� 0b N I _ __ I $ c� W o � o WN o W o11 W $ W ��►� $ 015AlD'/SUNG GRL�UND dt _ __ o � � �, oW O w •o � o I 1015 o 100' fes' W /40' I O h 41 = _ _ - - &5677MG GROU10I of {' � W I 5P � TOP of SOU7NERLY CURB 0q3•� 93 ! a 155#9' { 2 ' 5• -- �- I ' R=0.50X �i h p — h'=--1.90 8 C I _ I $ o �s R ' - v g ~ 000i' N vN _ _ - _ _ _ _ _ I I o �o v m °j roe p $ h o "' r p + w + N o v W O � Opo 1 W .. o W h $ �$ ho �o $ �oo �o o i � •oWvO � WNosd NOIoON � N D `N • OW � V• ' 1 1020N01r No INI IoW 10& VC � - - - _ - -- - - - 6ff CF : h AL•� E a 0 B /rt O /C C C ll ; R T I _ M O N N ! N G' D EtiV L A C E 0+00 1+00 2100 3+00 4+00 5+00 6100 1+00 2100 3100 4+00 PRIVATE STREET 0 ' 23 �� 21 I 20 _L_ Int = Sto 4+19.64 MORN/NG DEW PUCE SCALE = Sto 1+00 Shadowgrove Drive rr r - - - - - - - - - - - - - - - - - 1 - - 1 = 40Q� _- ---- --- - CONSTRUCTION ITEMS ttww - -- --_ - - - - - -----.._. v Ol CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE 01 40' CURVE TABLE O Q Qt- _ • O ST NDARD PLAN CONCRI- 104 EW = 4 N(INCHES) SPE A2-6, PER CITY OF RANCHO CUCAMONGA OR L T Q - - ' - 1 .�———— O5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA — TRACT No. 15727^7 STANDARD PLAN 102: X = 5' (FEET) L = 8' (FEET) A 210'00100' 38.00' 139.28' 141.82' AIA TCI / 6OCONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF B 15'0000' 112.00' 29.32' 14.75' S�E SHEET 9 of 12 Sto ,3+20.00 BCR DRIVEWAY LOCATIONS RANCHO CUCAMONGA STANDARD PLAN .307 C 90.00'00' 1 27.0011 42.41' 1 41 Lot 19 - Sto 4+21.53 12 INSTALL R7 (30') 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA Sto .3+20.00 ECR 0 STANDARD PLAN 401 $N • 0� h0 • Lot 20 - Sta 3+71.21 h �o`� rrRR Lot 2l - Sto 3+31.71 13 INSTALL STREET NAME SIGNS PER CITY OF R4NCHO CUCAMONGA STANDARD PLAN 401 V Lot 22 - Sto 2+58.71 14 PAINT 'STOP' PAVEMENT MARKINGS WITH 8' (FOOT) HIGH LETTERS AT 12 (FEET) 5 FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE CAL TRANS 15 A Lot 23 - Sta 2+19,21 UNIFORM TRAFFIC CONTROL DEVICES MANUAL, PART Ill - MARKINGS Lot 24 - Sto 1+41.59 O' J0' 15 CONSTRUCT 4' (INCHES) P.) THICK C C SIDEWAI K, W-4' (FEET), PER CITY OF RANCHO \ 2 Lot 25 - Sta 1+06.53 O CUCAMONGA STANDARD PLAN 103,• W = 6' (FEET) WHEN NOTED ON PLANS Lot 26 - Sto 0+91.15 16 Lot 27 - Sta 1+25.21 INSTALL REFECN LTAT MARKER PER CITY OF RANCHO CUCAMONGA Sta 21.35 00 • 3 • Z O STANDARD PLAN 134 GOLDEN OAK 1 9 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA ROAD 2 6 26 TYPE D • • TYPE D 2 6 STANDARD PLAN 707: W = 16' (FEET) AIA MH LAWW W 2 6 1 7 m 1 7 (TyP) 1 (TyP) 19 DEVEL OPER LUMEN HPVS STREET LIGHT BY SCE. PAID FOR AND COORDINATED BY LQ SEE SHEET 3 of 12 in- -rI Tr— o+ W h O v 1 7 1 7 O� �} 00 O 20 INSTALL WOOD BARRICADE PER C/TY OF RANCHO CUCAMONGA STANDARD PLAN 131-A V • 2 • ( III I I II 0 ^ 1 � � 0 26 26 19 N III I I I 19 O rid �' �` ^ 1+ ^ W I 2 6 INSTALL STREET TREE. SEE NOTES ON SHEET 2. + + W $ )C4 2 . 7-RAcT Na. 15727-7 27 �0 f9 n~ ,� CONVERT TO PRIVATE STREET PER DR 98-/6 h h N NO h h 15 29 3DB III o 1 I I I I TRS]c7" Na. 15727-7 h h o 51 0� I p 0� r .. � �� ADDED DRIVEWAYS TRACT NO. /5727-7, LOTS/9-27 '� O REV/SED ELEVA TIONS 34 11 1 11 1 I I I I w 12 . — I1 1I I I 1 t� 15 4S 4 9 h ` Sto 1145 00 ECR Z Sto 1145.00 BCR DESCRIPTION OF REVISION DATE C Y 6 Sto 0+62.00 C CB MOC III Op 50 15 C 14 I APPROVED - 1H, =0.21' 1I I I X02\' - - - - - - - - - - - - - - - - LD CASE B 1 I I III z • • - - - • -- ; -- -- c — p CITY OF RANCHO CUCAMONGA 523 -13 5 5 __ ---- -- -- -- -- -- -- -- � _ I"w/ �\Q o I I 16 b ao 102 0 Qt. -4 T rf l lj � .1+00 B 2+00 h 2 3 N89'52'45' w Q+oo 5+00 ov , ���- STREET IMPROVEMENT PLANS 12\ + 1 , -+-- - ------- C2 --- Vi d j b o �T� B 2 - - - ---- - - - ?SR�� - -- - - -- --- w --- o FOR TRACT No. 15727-1 (PRIVAT L) - ,� W- s 1 I I I ) I I - - ---- -- - I I I I 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MORNING DEW PLACE - STA 1+00.00 TO STA 3+20.00 NV If I 35 II I I1 I i � � N�� - - - - - - - - - - - - - - - - V �: 0 >, Q �, SPRINGBROOK P�ess� - COURT STA 0+62.00 TO STA 4+64.64 V I I I V I I I 15 S P�,R / N G B R O O K o � _ c `" BAo � rk o ��Q ��' ��9 `�, APPROVED BY: DAZE /C-2 R.C.E. 24953 Underground Service Alert k i I I I II W W 8 ,� oRE II I I1 II I II a� O O C O U R T o jZ Q- a m CITY ENGINEER I?) Yo I I I I III 1 W W h V � PREPARED IN THE OFFICE OF i. !, DESIGN � RECOMMENDED 0 0811: TOLL FREE II I I1 I III I O o O O b yV * * LOCKMAN & ASSOCIATES �j �Jq U I I I I I 1 I I I 25 24 q \ ^ O 23 22 21 20 1 *1 O� is 17 15 � \P D.L.M. CONSULTING ENGINEERS AND PLANNERS �j� I L•o-/ I I 1 Of ^ h p �'� V Cl V 1\- 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 I I I I1 II O 'o °j 19 F OWN. SH ET OF I I O Q� J Q O� C;A1r\ TEL (909) 944-6988 FAX (909) 948-8508 I I II I w h ^ T F �] C T h 2 N a. 1 5 7 2 7 - 7 D.L.M. 11 12 422-41330 0 0 _ �•• . W ,4w w w w 19 - � � HK. BY. Int - Sto 1(00 00 MORN/NG DEW PLACE 20 C DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG = Sto 4+19.64 SP1?/1VG81?001( COURT R.W.B. DATE MAY 1997 FILE No. 95-3438 PROJECT SHEET No. Z 7 OF �_ i • HOR/Z. 1'= 4a — '1 , f05v� h Ib sz Ib a I 0 . . S � S � h . r r . : I : i g � o . fi _ . _ _ _ � _ _ _ _ - .. -- _ - _ . _ .. _ . _ - . . _ . _ _ . _ _ - - - - _ - _ _ _ _ ._ _ _ _ - _ - - � - g � - g � _ • ''� _ � hyo f - - . _ .. _ : _ 8 0 g in r r o � + 0 ►n o 0 h o o , 418 a � h Nh 0 ° r r st P0-WD S L Y CURB C. PJ40 8' F. ! , I _ - . 0 • � r I 105 Ln- . o 0 I � � ! $ h p o _. 50 0 t_ I I , 5 t3 (WgV SURFACP AT IGE OF" PA _ r r s r I 8 CF 11+00 12+00 13+00 AmFTHYST Q STREET w� SCALE 1 " = 40 30' R/W 30' RIV I W w: �* W EX/STING DASHED YEL L OW 0' 40 17.5' 12.5' 17.5' 12.5' 1 I I STRIP/NG L INE AL ONG 2' B' in Existing 8 % --Existing Join Existing 8 N - F- /0 — — - - - - 17 , O 11 17 Existin 9 Gravel 'S 4 9 6 2 2 4 9 AC Pavement 33 � AC Pavement 33 33 � �. :p k• h 5• � 0 6• 6• 6• 1.99 Driveway 2.67 Concrete o 105 -==---- r. ---1------ - -- -- wive )' % E1 1 D wo 33 'j ��1• 33 W y I f T CRUSHED-\' -COMPACTED CRUSHED -' `--COMPACTED y �,1, ' - - '� 3 0 �, AGGREGATE BASE GG EGA E BASE ' SUBGRADE SUBGRADE � v� �. � 34 W 1+ ") s 61 ss �s ss ss � mos 7 6 DETAIL A DETA/L B ass .sem •B T 6th Street - Drlvewa Sectlon 6th Street - Drlvewa Sectlon 3 h Y Y 15 W = O 24 Sts 0+82 Sta. 2+37 8 s o W)C14 Sto 13+18.39 CUJ BEG/1V AC BERM ' Q Sto 13f38.54 2 AC PAVEVENT O 8'ENO C&G AND SIDEWAL A- W 28 6TH S T R E E T CONSTRUCTION ITEMS REMOVE S/GN/NG AND STRIP/SVG IVO,—ES / 9 O3 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA DESCRIPTION OF REVISION DATE city STANDARD PLAN 104: W = 24' (INCHES) APPROVED O8 REMOVE EXISTING AC PAVEMENT AND BASF COURSE CITY OF RANCHO CUCAMONGA 1 1 REMOVE EXISTING CONCRETE SIDEWALK AND/OR DRIVEWAY APRONS 5 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4- (FEET) PER CITY OF RANCHO STREET IMPROVEMENT PLANS CUCAMONGA STANDARD PLAN 103,- W = 6' (FEET) WHEN NOTED ON PLANS 17 STANDARD RPLAN CONCRETEOyDR/VE APPROACH)PER CITY OF RANCHO CUCAMONGA FOR TRACT N o. 15727-1 020 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A 6TH STREET 2 4 CONSTRUCT 5' (INCHES) min. AC PAVEMENT OVER r (INCHES) CRUSHED AGGREGATE BASE Al 88/�4 A STA 11+00.00 TO STA 13+38.54 NOTE.• SEE TRACT 15727- 1 STP/PING & SIGN PLANS - A APPROVED BY: / DATE lam: FOR �T,�PS�/EAo�A,�q- C,� --43^,'-{�c STR/P/NG K 9 t. I ► �s t .4f Underground Service Alert 28 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEVEL OPER AND S/GN /MPRO IYEMENTS. NO y �r CITY ENGINEER �/ (`� �(C�� �� R.C.E. 24.95.3 FOR E y � IQi m o �G 33 S4WCUT cc D(P.Y131/00 x DESIGN PREPARED IN THE OFFICE OF RECOMMENDED o Call: TOLL FREE 1t * LOCKMAN & ASSOCIATES 0 34 CONSTRUCT AC BERM, TYPE D1-/OPER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 \V, R.W.B. CONSULTING ENGINEERS AND PLANNERS CIV 1\- 10281—A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 F DWN. TEL (909) 944-6988 FAX (909) 948-8508 SHEET OF 422-4133 �"` R.v.o. 12 12 w. �, /7 CHK. BY: DWG. No. ROBERT W. BRONKALL R.C.E. 55361 / TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 / bp( PROJECT SHEET No. Z8— OF 7I CITY of RANCHO CUCAMONGA GENERAL NOTES 1. ALL WORK SHALL BE DONE /N ACCORDANCE W1TH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS L`„ AND THE STANDARD SPECIFICARONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDIT/ON INCLUDING ITS �T Sv'TE ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAM/L1AR WITH AND SHALL BE RE-SPONS/BLE FOR 6th STREET -- - jj�ppiiiiiqY ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS --- 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VAL VES, FIRE J Q "` '' HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR /N ADJACENT = AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE THE REMOVED, REPLACED, REL OCATED OR PRO rFC7TD /N PLACE AS REQUIRED AT NO COST TO THE C/TY OF RANCHO CUCAMONGA. J. ANY CONTRACTOR PERFORM/NG WORK ON THIS PROJECT SHALL FAM/LIAR/ZE HIMSELF WITH THE SITE AND SHALL BE 4th 57RE E 7 SOL EL Y RE SPON.5/BL E FOR ANY DAMAGE TO EX/S77NG FA CIL/TEES RESUL 77NG D/RECTL Y OR INDIRECTL Y FROM HIS EX/SING SURVEY MONUMEWTA TION �� OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS B O Now - Cj r�Or / HEREBY CERT'fY THAT / NAVE lDE^✓T!F,;�,� ALL SURVEY M!".'JMENTS OF RECORDS) 4. A PERMIT SHAD BE OBTA/HED FROM THE CITY OF RANCHO CUCAMONGA PUBL/C WORKS, ENG/NEER/NG DEPARTMENT d P R/OR TO ANY ENCROACHMENT OR CONSTRUCTION W/TH/N Y THAT !'OUL D BE D/STU REED BY THS PRO✓ECT. A�L SAID MONUMENTS WHICH AN CITY OF RANCHO CUCAMONGA EASEMENT OR FreE'WO RIGHT-OF-WAY 1 O CURRE^.'r'_Y E�'/ST U',' T,HF F!rL0 .1Rc SHOw�U ON T,yESc PL.INS A,'.:� -RE DESCRIBED J rf. RF '^N✓_S5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PAVING STAKES SHALL BE SET AT ALL HINGE !7/VT'Ili/C% CUCAM01V C_x-A CORNERPOINTE PO/N75; EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS ADDITIONAL PAVING STAKES MAY BE RE-OU/RED BY CITY ENG/NEER AS NEEDED AT WARPED OR VERTICAL NONE CURVE AREAS LArJD S� �� 6. ALL SEWER, WATER ELECTRIC, GAS PHONE OR OTHER U77L/TY LA7ER4LS, MA/NS, OR CROSSINGS SHALL BE VICINITY MAP ' %��� �O A M(/ �G� CONSTRUCTED PR/OR TO PAVING. SECT/ON 15, TOWNSHIP > S, RANGE 7 W. S.S.M. p � � 7. COMPACTION TES75 OF EMBANKMENT CON57RUCT70N, 7RENCH BACKFILL, COMPACTING OR/G/NAL GROUND AND ALL DATED: 3' S 9 v '�/ (� �� a. SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH N.T.S. Rono/d A. Musser L.S. 4230 `* LS 4230 * _ J ` THESE COMPACT/ON TES75 SHALL BE SUBMITTED TO THE CITY ENG/NEERING FOR APPROVAL PR/OR TO THE PLACEMENT RIA R SURFAC/NG EXP. 6-30-00 OF BASE MAT E L S AND/O . Jf �P 9 T F � 8. AT THE COMPLETION OF PAVING, A MAITRIALS REPORT SHALL BE SUBM/TIED TD INE CITY ENGINEER. LISTING ALL DF F A�- � � TESTS OR DETERM/N4170NS COMPLEIEO TO VER/FY STABIL/1Y Off CONTENT AND GRADAT/ON OF ASPHALT PAV/NC. Bth 8THEET 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO THE CITY ENG/NEER. PR/VA TE ENGINEER'S NOTICE TO CONMACWNW #IDEX TO ORA W NGS LISTING ALL TE-57S OR DETERMINATIONS COMPLETED TO VER/FY. R- VALUE-, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN SHEET 1 TITLE SHEET 10. PAVING SHALL BE PERFORMED /N ACCORDANCE W/7H R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 57RUCTURAL HEREON. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SHEET 2 TYPICAL STREET SECTIONS SECT/ONS AT COMPLETION OF ROUGH GRADE PR/OR TO PAVING. UTILITY CONDU/73' AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. 1 THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT L 17. WHEN /MPROVEMENT5 ARE TO BE PLACED ON NATIVE SOIL WHICH CONS/STS OF A ROCKY M47ERIAL, THE SUB-GRADE OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION /N SHEET 3 PLAN and PROF/LE - SHADOWBROOK DRIVE Std 1+45.00 to Stc 4+91. 16 SHALL SE PREPARED BY REMOVING ALL ROCKS WH/CH PR07RUDE ABOVE THE SUB-GRADE AND ALL VO/DS OR DEPRESS/ONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATER/AL. CONNECT/ON WITH THE LIMITS OF THIS PRO✓ECT. PLAN and PROF/LE - BROOK DR/VE Sto 114,336 to Sto 3130.00 12 /F THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SO/LS STER/LANT REGISTERED BY THE E.P.A. FOR 2. EX/ST/NG UT/L177ES SHALL BE MAINTAINED /N-PLACE BY 7HE CONTRACTOR, UNLESS SHEET 4 PLAN and PROF/LE - MOUNTA/N SHADOWS PLACE Etc 1+4205 to Sto 9+78.61 FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC77lRERS RECOMMENDED RATE FOR OTHERWISE N07ED. RE-1004T/ON OR REMOVAL OF ANY EX/STING UTILITIES NOT FFFTLTHE FULL PAVEMENT WIDTH PR/OR TO PAVING COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER 7HE DIRECT/ON OF PLAN and PROF/LE - SHADOWBROOK DR/VE Sto 4+97. 16 to Sta 5-1-31.23 POPPYFIELD COURT THE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. 13 E577MATE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR 7HE CONVENIENCE OF THE DEVELOPER, THE SHEET 5 PLAN and PROF/LE - HEARTHSIDE COURT Sto 1+45.00 to Sta 4+31.23 CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCT/ON OUAIV7777CS BEFORE SUBMITTING A B/D. ANY 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, /F ANY, ITEM OF WORK RE OUIRED BY THESE PLANS WH/CH /S NOT SPECIFICALLY LISTED /N THE EST/MATE OF QUANTITIES EXISTING SURVEY MONUMENTS. PLAN and PROF/LE - BUTTONWOOD COURT Sto 1+45.00 to Sto 3+93.73 SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTORS LICENSE AND SHALL F8UROOA SHADOWBROOK D . 14. 57REET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONS7RUCTED AT EACH BE REQUIRED TO POSSESS A VALID CITY BUS/NESS LICENSE WHILE PERFORM/NG WORK INTERSECTION.ON THIS PROJECT. Q41 15.. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR INE CORRECTION OF 5 THE CONTRACTOR SHALL BE RESPONSIBLE FDR OBTA/N/NG ALL RE- U/RED PERMITS• W v ERROR AND OMISSION DISCOVERED DURING CONSTRUCTIONUPON REOUEST THE REQU/RED PLAN REVISIONS SHALL QPR/OR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. Z WBE PROMPTLY SUBM/1TE0 TO THE C/lY ENG/NEER FOR APPROVAL. 6. THE CON7RACTOR(S) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BREEZHEARTHSIDE CT. /`� It 16. WORK SITE AND EXTERIOR 57REFTS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, ORDERLY STA7F THROUGHOUT RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 4. r, WHEET 4A, CONSTRUCT/ON. S/IE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS 1� o REQUIREMENT SHALL APPLY CONT/NUOUSLY AND NOT BE L/M/TED TO WORK/NG HOURS �L/TY OWRSHIP p 17. CONTACT ALL U77L/TY COMPANY AS REQU/RED, 48 HOURS PRIOR It7 EXCAVATION. PROVIDED FOR YOUR CONVEN/ENCS 7. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER STORM DRAIN.- SAN BERNARDINO COUNTY FLOOD CONTROL DIST. (909) 387-2800 HARMLESS FROM ANY AND ALL LIABILITY RELATED TO OR ALLEGED, IN CONNECT/ON 825 EXIST 3rd STREETOLD POST OR. HUT70NW000 WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING SAN BERNARDINO, CALIFORNIA 92415-0835 = CT. FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. SPEC/F/CA 770W SEWER. CUC4MONGA COUNTY WATER D/SIR/CT (909) 987-2591 p 3 � W - --- - 8. LOCKMAN do ASSOCIATES WILL PROVIDE ONE SET OF CONSTRLIC77ON STAKES FOR 9641 SAN BERNARDINO ROAD 4 J THIS IMPROVEMENT PRO✓ECT. ANY ADDITIONAL STAKES REQUIRED SHALL BE THE RANCHO CUCAMONGA, CALIFORNIA 91730-0638 -4 p = m m 1.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH 7NE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS C011157RUCRON RESPONS/B/11TY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 14 (S.S.P.W.C.) 1997 ED/T/ON, INCLUDING ALL SUPPLEMENTS THERETO AND THE STANDARD PLANS FOR PUBLIC WORKS CH/ND BAS/N MUNICIPAL WATER D/SIR/CT 909 357-0241 Z �R' O = CONSTRUCTION, CITY OF RANCHO CUCAMONGA. ENG/NEER FOR ADDITIONAL STAKES THE CONTRACTOR SHALL NOT/FY LOCKMAN & ( ) HOMESTEAD 9400 CHERRY AVENUE A BROOK DRIVE VE ASSOCIATES AT LEAST FORTY-EIGHT (48) HOURS PR/OR TO ANY STAKING. � .O S RA PR PARA FONTANA, CALIFORNIA 92335 p � 2 UBG DE E TIONS 9. CADAS7RAL INFORMATION SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES p 2.1 ALL SUBGRADE PREPAR4170N SHALL BE DONE /N CONFORMANCE W/TH SECTION 301-1 OF THE S.S.P.W.C. ONLY. SHOULD ANY DISCREPANCIES AR/SE /N THE HORIZONTAL LOCATION OF THESE WA7FR.• CU04MONG4 COUNTY WATER D/STRICT (909) 987-2591 IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP 9641 SAN BERNARDINO ROAD y �+ NET / 2.2 ALL SUBGRADE PREPAR4770N SHALL BE PERFORMED UNDER THE D/REC770N OF THE SOILS ENGINEER, AND CERTIFIED SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF RANCHO CUCAMONGA, CALIFORNIA 91730-0638 p6IgE -1 v PRIOR TO THE PLACEMENT OF ANY BASE MATERIAL. THESE IMPROVEMENTS' SHALL BE BASED UPON THE RECORDED FINAL MAP. p � L/VE OAK •5� � Crl/ND BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 r ARBORGLEN OR/VE 2.3 RELATIVE COMPACTION FOR THE f7NAL PREPARA770N OF THE STREET SUBGRADE SK4LL BE PERFORMED PURSUANT 70 10. tM UMOR/ZED CMNG£S f USES.-THE ENG/NEER PREPARING THESE PLANS WILL NOT 9400 CHERRY AVENUE 1A ; J SECTION 301-1.3 OF THE S.S.P.W.C. BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF FONTANA, CALIFORNIA 92335 aTF� THESE PLANS ALL CHANGES TO THE PLANS MUST BE /N WRIT/NG AND MUST BE '100 30 CRUSHED AGGREGATE B45F MATERIALW I APPROVED BY THE PREPARER OF THESE PLANS. METROPOLITAN WATER DISTRICT (909) 593-7474 700 NORTH MORE-NO AVENUE n 3.1 ALL CRUSHED AGGREGATE BASE MATERIAL FOR STREET IMPROVEMENTS SHALL BE IN CONFORMANCE WI7H SEC77ON 11. THESE PLANS ARE HERUA HEREBY MADE A PART OF THE SPECIRC477ONS AND CONTR4CTL LA VERNE, CAL/FORN/A 91750 y 301-2 (UNTREATED BASE) OF THE S.S.P.W.C. 2 SHAlXIWGROVE DR/VE SHADOWGROVE OR/VE AGREEMENT. GA S. SOUTHERN CALIFORNIA GAS COMPANY (BOO) 427-2200 = 3.2 UNTREATED BASE MATER/AL SHALL BE CRUSHED AGGREGATE BASE UNLESS APPROVED O7NERh'iSE BY INE CITY 12. THE CONTRACTOR'S ATTENTION / XPR Y /R T A 7H R UIREMEN75 m ENG/NEER, CITY OF RANCHO CUCAMONGA. S E Es'SL D ECTED O LL E EQ � Q £L£C7R/C.• SOUTHERN CALIFORNIA ED/SON COMPANY 800 655-4555 �o AND FRONTS/ONS OF THE STATE OF CAL/PORN/A SAFETY REGULATIONS. CONFORMANCE ( ) O A R 33 CRUSHED GG £GATE BASE MAIER,G4L SHALL COMPLY WITH SECTION 200- OF TH 7951 REDWOOD AVENUE W2 2 E S.S.P.W C. THERETO SHALL BE STRICTLY ENFORCED DURING THE ENT/RE LIFE OF THE CONTRACT. Z � v FONTANA, CAL/FORN/A 92336 WO 3.4 7HE RELATIVE COMPACTION OF ALL BASE MATERIAL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT IN THE AREAS 13 THE PRO✓ECTCOA/AREAOUNLESSSHALL APPROVED 07HERWISERBY THE C/EARTTY ENCGINEERN OL ACICIDF F THE TELEPHONE.• GENERAL TELEPHONE COMPANY (800) 483-3000 G1E4NA/RE COURT SPR/NGBROOK CT. SPR/NGBROOK DR/VE BACK OF CURB) AND SHALL BE CERT/F/ED BY THE SO/LS ENG/NEER. DISPOSE OF ALL c� REMOVALS ARE TO BE DISPOSED OF OFF-SITECOMC4ST CABLE. (909) 983-9895 I 4.0 ASPHALT CONCRETE PAVEMENT • 14. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 1205 DUPONT STREET _ ' 4.1 ALL ASPHALT CONCRETE (AC) PAVEMENT SHALL COMPLY WITH SEC7701V 302-5 OF THE S.S.P.W.C. JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK- COMPARE ACTUAL ONTARIO, CALIFORNIA 91761 4th S THEE T CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK IS TO BE 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED /N TWO (2) COURSES THE BASE COURSE THICKNESS SHALL BE PERFORMED,- CHECK AND CONFIRM LOCATION OF EX/ST/NG STRUCTURES, EQUIPMENT AND MARKS CABLEWSION (909) 987-6275 AS NOTED ON THESE PLANS AND SHALL BE B-ARL-~ AS SPECIE/ED /N SECT/ONS 203-1, 203-61 AND 203-6.3.2 UTIL/TIES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL 70808 FOOTHILL BOULEVARD 1120 OF THE SSP.W.C. ON THESE PLANS AND SHALL BE BAR-40W AS SPEC/FIED IN SECT/ONS 203-1, 203-6.1 AND ACCEPTANCE OF EXIST/NG SITE CONDITIONS THE CONTRACTOR SHALL REPORT ALL RANCHO CU04MONGA, CALIFORNIA 91730 203-6.32 OF THE S.S P.W.C. THE TOP AND FINAL COURSE SHALL CONS/ST OF A ONE (1) INCH THICK LAYER OF DISCREPANCIES TO THE OWNERS ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK. INDEX MAP D2-ARL-40W AS SPEC/F/ED IN SAID SECT/ONS 4.3 PR/OR TO THE PLACEMENT OF THE FNAL PAVEMENT COURSE AS SPEC/FIED IN PARAGRAPH 32, A TACK COAT SHALL 15. CONTRACTOR Sl14LL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND N. T.S. BE PLACED PURSUANT TO SECTION 302-5.4 OF THE S.S.P.W.C. IF SECOND COURSE OF AC lS PLACED WITHIN THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE T/ME OF CONSTRUCTION- 24-HOURS OF THE FIRST COURSE OF AC, THE TACK COAT MAY BE OMITTED. MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS AND ENTRANCES; LEAVE WORK AREA CLEAN, FREE 5.0 Pa?7LAND ffAff VT C W ftr7F - POR7LAND CEMENT CONCRETE (PCC) FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS OF DEBRIS AT THE END OF EACH DAY, COMPLY WITH ALL APPLICABLE CODES SHALL BE CLASS 520-C-2500 W/7H A MAX/MUM SLUMP OF 3-I1VCHES AS SPECIFIED /N SECT/ON 201-1 OF THE S.S.P.W.C. PLACEMENT OF PCC SHALL COMPLY WITH SECTION 303-5.3 THROUGH SECTION 303-5.54, INCLUSIVE, AS SPECIFIED IN THE 16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE /N ACCORDANCE WITH SECTION 1-3.2 S S P.W.C CONCRETE CURB AND GUTTER AND CONCRETE CROSS- k/ITER SHALL BE PLACED UPON CRUSHED AGGREGATE BASE OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCRON (S S P W.C.). PRIVATE STREET 2 17. CIRCLED NUMBERS (FOR EXAMPLE, (D) REFER TO CONSTRUCTION LEGEND NUMBERS. 0N%TR/WAmIDER CITY AGENCY CONSTAUCT/ON ITEMS OVAN7777ES 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCA77ON AND DEPTH OF ALL CORNERPO/NT£ 257, LLC CITY of RANCHO CUCAMONGA EXISTING UTILITY LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING THE O1 CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AG6REG47T BASE. . . . . . . . . . 75,570 SF CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL 24005 VENTURA BOULEVARD 10500 CIVIC CENTER DRIVE UTILITIES. C4LABASAS, CALIFORNIA 91302 RANCHO CUCAMONGA, CALIFORNIA 97730 [�2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER C17Y OF RANCHO CUCAMONGA . . . . . . . . . . . 4, 110 LF -E-LEPHONE (878) 597-2500 TELEPHONE (909) 477-2700 STANDARD PLAN 104.• W = 24' (INCHES) OS CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . . 6 EA 9�oF f SSlo CONVERT TO PRIVATE STREET PER DR 98-16 G.�d.�` C/V�_ENG/I VEER SOILS ENG/NRER STANDARD PLAN 102. X = 5' (FEET) L = 8' (FEET) 0i t LOCKMAN & ASSOCIATES INLAND FOUNDATION £NG/NEER/NG, INC. O6 CONSTRUCT CATCH BASIN LOCAL DEPRESS/ON, CASE AS /ND/CA7TD, PER C17Y OF. . . . . . . . . . . . . . . . . . . 5 EA �_ ��7` ��E, } olded Skits. Z, ,3, 4 & j; Added Skits. 2A, SH, 4A & 5A 3_ ��q ( 0� " 10281-A TRADEMARK STREET 1310 SOUTH SANTA FE AVENUE RANCHO CUCAMONGA STANDARD PLAN 307 RANCHO CUCAMONGA, CAL/PORN/A 91730 SAN JACINTO, CALIFORNIA 92583 12 INSTALL R1 (30') IsroP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . 3 EA `�' DESCRIPTION OF REVISION DATE Y TELEPHONE.• (909) 944-6988 TELL-PHONE: (909) 654-7555 O STANDARD PLAN 401 / ',� No 4 8 APPROVED 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . . . . . . . . . . . . . . . . 4 EA "� * CITY OF RANCHO CUCAMONGA ', 14 PA/NT 'STOP' PAVEMENT MARK/NGS WITH 8' (FOOT) HIGH LETTERS AT 12' (fTET). 3 EA '.Q e I V i\- e��P O FROM STOP BAR AND PA/NT 12' (/NCH) WIDE STOP BAR CONFORMING TO THE CAL 7RAN5 UN/FORM TRAFFIC CONTROL DEVICES MANUAL, PART III - MARKINGS STREET IMPROVEMENT PLANS 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CI7Y OF RANCHO . . . . . . . . . . . . . 17,300 SF FOR (PRIVATE) LIST OF STANDARD PLANS CUCAMONGA STANDARD PLAN 103 2 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA 3 EA TRACT N O. 15727- 2 STANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, STANDARD PLAN 134 I MAY 7992 EDITION- BENCHMARK _--- -- 17 CONSTRUCT CONCRETE DR/VE APPROACH PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . 54 EA QApFEB$t TITLE SHEET 701 DRIVE APPROACH ear SIDEWALK CITY OF RANCHO CUCAMONGA STANDARD PLAN 101: W = 16' (FEET) 102 HAND/CAPPED ACCESS RAMP BENCHMARK No. 9 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINA7FD BY DEVELOPER . . . . . . . . . . . . 76 EA ����P� W BRO�'F APPROVED B Y: DATE 42 Underground Service Alert 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETA/L RAILROAD SP/KE IN POLE No. 97773£. LOCATED O 9 AT THE NORTHEASTERL Y CORNER OF 6th STREET - Q r 104 CURB AND GUTTER-BARRIER 20 INSTALL WOOD BARRICADE PER C/TY OF RANCHO CUCAMONGA STANDARD PLAN 131-A1 EA Q � y CITY ENGINEERLL c C 61 R.C.E. 2453 FOR E Y 106-A CROSS AND LONG/IUD/NAL GUTTERS AND ARCHIBALD AVENUE. �(l 0 o OG o REMOVE WOOD BARRIADE. 2 A * Ea.12/ /00 * DESIGN PREPARED IN 'THE OFFICE OF RECOMMENDED M E N DE D Call: TOLL FREE 114 CURVIL/NEAR SIDEWALK ELEVA TION.- 1061054 v 119 BUS BAY - RIGHT TURN LANE DETA/L O 'J , T, D.Q.M. CONSULTING & ASSOCIATES 5 26 INSTALL STREET TREE. SEE N07Z3 ON SHEET 2 ?�EA W� � coNsuLrn�G ENGtNEERB AND PLANNERS !/9 /Z'(y/' C1Vl\- ? 131-A WOOD BARRICADE (o°S 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 F \�' OWN' TEL (909) 944-6988 FAX (909) 948-8508 SHEET OF 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS � CA\- 422-4133 307 LOCAL DEPRESS/ONS AT CATCH BAS/NS D.LM. 1 5 STREET NAME SIGN SIGN POST INSTALL 4770N/ FF'' 11 ' ' 401 BY: w CHK. ?I'a WG. D No. ROBERT W. BRONKALL R.C.E. 55361 Q TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 /� 8 III PROJECT SHEET No. OF rmo'--Z--j SCALE , R/W R/W 1 " = 20' - 60' V W � � '0.- � r 12 36-- - -- --- --� 7211-� 0' 20' N * N - - ._ _- -- -- - — - ✓ '� .� °' AC PAVEMEN o ° 1/4' PER FOOT St OPE ; 1/4PER FOOT St OPE h 15 j 71 I7 �l�-� 15 --- -- _ _I �E t = Sta 9+78.6 Mountain Shadows Place s/w 2 ` -COMPACTED SUBGRADE CRUSHED s/w -� - �� = Sta 5+31.2. Shadowbrook Drive AGGREGATE BASE � I ,C � k�o kkti Tr �. TYP/CAL STREET SECT/ON A 4foo ���'s LOCAL /LATER/OR STREETS �4 N. T.S. \ 1045.23 o �o oM IK' 1 �G r r.1=50z 10 . \ s G o/ o ` 11 St - +4m.54 BC 1.ox 1.1X of 27. 12.' RT CONSTRUCTION /TEAS �x 10 10 CONSTRUCT 3' (INCHES) min AC PAVEMENT OBER 4' (INCHES) CRUSHED AGGREGATE QASE 0)' C o \ h � 2 CONSTRUCT CONCRETE CURB AND GUTTER TYPE A-26, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104: W = 24' (INCHES) v o >5 CONSTRUCT 4' AINCHES) P.C.TN/CK C S/DEWAL K, W=4' (FEET), PESta 8+95.61 EC R CITY OF RANCHO T V 6� (G of 19.55 RT PRIVATE STREET A2CUACAMONGA S ANDAR PLAN 103 I Sto 8+77.90 BC 0� 1G STREET TREE NO TES 1 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY ST DARD PLAN NO. 510. 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO TY STANDARD PLANS NOS 502 AND 505, AS PROXIMITY TO HAROSCAPE DICTATES. I 3. PR/OR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC So REPORT SHAL L BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES O NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMIN BY THE CITY INSPECTOR. 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY �E ENG/NEER/NG 34 3y ,;p' DIVISION. 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS At Y. T .e MOUNTAIN SHADOWS PLACE TY STREET NAME, BOTANICAL/COMMON NAME SPACING SIZE A BROOK DRIVE P/STAC/A CHINENSIS/CH/NESE PISTACHE 9 30' 0.C. 15 GAL. B SHADOWBROOK DRIVE CERCIS OCCIDENTALIS/WESTERN REDBUD I A 1 20' 0.C. 15 GAL. KNUCKLE DETAIL \ C MOUNTAIN SHADOWS DRIVE RHUSLANCEA/AFRICAN SUMAC 201 20' O.C. 15 GAL. D HEARTHSIDE COURT IACERSTROEMIA IND/CA (MUSKOGEE)/CREf- MYRTLE 11 20' O.C. 15 GAL Shado wbrook Drive and E BUTTONWOOD COURT CERCI5 OCC/DENTAL/S/WESTERN REDBUD 10 20' 0.C. 15 GAL. Mountain Shadows Place CONVERT TO PRIVATE STREET PER DR 98-/6 �l Revised Elevations Knuckle Detail; See Sheet 2A ` DESCRIPTION OF REVISION DATE TY APPROVED CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN 2 FOR TRACT No. 15727-2 (PRIVAI E A TYPICAL SECTIONS fie. 0185 ; �. AND DETAILS Underground Service Alert ` �, Exp.At- Cr w. 1/( ( APPROVED BY: /I ` /J= r DATE >� * (fes "� * CITY ENGINEER �� - L L t� L .! d R.C.E. 24953 �Q C',I vj�� � ! 9T CIV 1%- + DESIGN PREPARED IN THE OFFICE of RECOMMENDED e� yo i �F 6, I F LOCKMAN � ASSOCIATES CAH A.G. CONSULTING ENGINEERS AND PLANNERS Lo Call: TOLL FREE \ _ -. iz 97 1Q 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. -800 DWN' TEL (909) 944-6988 FAX (904 948-8508 SHE T OF 422-4133 A.G. 2_ 5 fee, w'' ..,�.� CHK. BY: I DWG. No. TWO WORKING DAYS BEFORE YOU DIG R.W.B. ROBERT W. BRONKALL R.C.E. 55361 DATE MAY 1997 FILE No. 95-3438 � C• PROJECT SHEET No. 30 OF 71 3 SCALE R/W RIW 1 " = 2 0' � W 10 60' r 1121 36/ -+- 121 -i 0' h 20' h N J N AC PAVEMEN - o 1/4' PER FOOT SL OPE �� 1 1/4' PER FOOT SLOP,- 7 L OPE n `� � 1.79 1.7q I TT7� - - - - - -� �lw 15 � � Int = Sto 9+78.61 Mountain Shadows P/ace S/W -CRUSHED �- - 2 '--COMPACTED SURGRADE AGGREGATE BASE -- k ga �'T ��, \ = Sta 5+.31.23 Shadowbrook Drive -— N °�8 Iv G °'�� t o n'� -- C,QDy,N 1039.16 T YP/CAL STREET SEC T/ONrA 0 4+oo ,° , fir° -56 99' 5+00 LOCAL INTERIOR STREETS86 + _ Al - - 10 9.29 N. T.S. �o1, 103 /0`�90 103g. ` Sta 9+38.54 BC 1.OX ZOT_ of 27. 12. RT CONSTRUCT/ON ITEMS kx y>co O1 CONSTRUCT .3' (INCHES) min AC PAVEMENT OBER 4' (INCHES) CRUSHED AGGREGATE BASE X C 9 0 O CONSTRUCT CONCRETE CURB AND GUT7ER TYPE A-26, PER CITY OF RANCHO CUCAMONGA y><� ), C 1 STANDARD PLAN 104: W = 24' (INCHES) 0 15 CONSTRUCT 4' (INCHES) THICK PCC SIDEWALK, W=4' (FEET), PER CITY OF RANCHO O !1 I CUACAMONGA STANDARD PLAN 103 v 3 o Sta 8+95.61 EC 27 23 V � Ct 19.55' RT I �03a Sta 8+77.90 BC STREET TREE NO TES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN NO. 510. 2. ALL STREET TREES SHALL BE PLAN7ED AND STAKED ACCORDING TO CITY STANDARD PLANS NO.S 502 AND 505, AS PROXIMITY TO HARDSCAPE DICTATES I J PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 12' 18' 18' 1 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY TT-HE ENGINEER/NG Ay ,App DIVISION. I 5. STREET TREES ARE TO BE PLANTED PER PUBL/C IMPROVEMENT PLANS ONLY 6 MOC/NTA/N SHADOWS PLACE TYPE STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE A BROOK DRIVE PISTACIA CHINENSIS/CHINESE PISTACHE 9 3d O.C. 15 GAL. B SHADOWBROOK DRIVE CERC/S OCCIDENTAL/S/WESTERN REDBUD 13 20' O.C. 15 GAL. KNUCKLE DE rA/L C MOUNTAIN SHADOWS DR/VE RHUSLANCEA/AFRICAN SUMAC 20 20' O.C. 15 GAL. c D HEARTHSIDE COURT LAGERSTROEMIA INDICA (MUSKOGEE)/CREPE MYRTLE 11 20' O.C. 15 GAL. Vhadowbrook Dive and E BUTTONWOOD COURT CERCIS OCC/DENTAL/S/WESTERN REDBUD 10 20' O.C. 15 GAL. Moun tan Shadows Place DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR TRACT No. 15727-2 QA�Ess,�, TYPICAL SECTIONS '9 4:t, P� W BqO�� F� _QDAND DETAILS �i ¢ NO. m Underground Service Alert EXP. , m APPROVED BY: ' , DATE -- Y' �4) * * CITY ENGINEER,/: R.C.E: 24953_ O�E Y0G 9T civit- �`P DESIGN PREPARED IN THE OFFICE OF RECOMMENDED o Call: TOLL FREEF of cA%- A G LOCKMAN & ASSOCIATES U G') CONSULTING ENGINEERS AND PLANNERS 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. OWN. TEL (909) 944-6988 FAX (909) 948-8508 SHEE OF 1-800 422-4133 A.G. (�Jj/I 2A- _ -5 -- CHK. BY: DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 1628 PROJECT SHEET No. 31 OF �_ On Curb Partial Curb On Curb j 38 mr 40' W �t01FXE SC��CE i I 17.84 U W 43.59' Partial f# h `^ p { HOR/Z 1'= 4d m _ OO �► , O ;+ O co U U h h fr VERT. 1'= 8' � $ o � _ � � � � • N - ^��� ;- � .- _ . - � - - _ � $ r\Wca 00 p "� 'o mp O � fir` � � ° � o >�i 1+ + W W a70; 10501435 g o�^ N N N + o 0 o N o *� `'� 1035`+ c iW 0.50 'R -a 750 R-- R=- R=' =- o R--0.50 ' Z5 I I 1040 _ i . _-� -�O�O� i�5 FDP of�NORTNERL Y CURB -- � _ ,95 I tOP of NORTHERLY CURB I _ _ _ . :. __ - _ _ _ .: _. __ _ _ L=203-57' Crown Line i - cAj N � N h o N I i - _ 56.99' h ry o, • •. � i ronsi ion W W T t I t O o . 1 h W • � 7 . 4 i _ p curb 1050 o ��� 1050 1 35 8 r FNISHfV SURFACE at 1035 � 0 0.17 Pi RIVISHED SURFACE at �' o 3 R=0- 10,42500 . _. .._...._ _ 0 5 R- 1 R=-1.70 33x =- 750 R=-f.70Z' ' E --2 R '� O i f 0 - ._.- o o ►� o •. _+ } 102✓ _ _ w p , 25 o ►� Otho oN o� N �, ,per _ 1IZ1 1+ V O v N h - 4 - a1 h O �o O O ►� . N L1 p � ocu otu o4i ,o � 'v � �, WoWbWoW Ih h O.of .0 j 14.0' VC 1050 1 vC I o 1050 135 I 4 TSP of 5�a117HERLY CURB )10,15 36 PI T0P of SD0WRL Y R=0-50X 042' W _x. 100 0 EI E/ - _ o 0 2 6 .9 5 •.O P h 2330 R 5 "� "� R=-'O. I 1040.-. _. f/- 1025 _, _ p o � 2 On► � � ovN Na hvN o 'ooa� N rz ^tj W W _ . 0 1015 W I 15 4 0 • 1 I� y W VC 140 VC • : - 60 C.F. ; DOUBLE VERTICAL SCALE h 1+00 2+00 3+00 4+00 100 , '4\ 1100 2+00 3+00 4+00 5+00 CONSTRUCT/ON ITEMS O1 CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE 15 CONSTRUiT 4' (INCHES) THICK P_C.0 SIDEWALK, W=4' (FEET), PER CIT)' OF RANCHO �yy (Future) O CUCAMONGA STANDARD PLAN 103 f t m Tract No. 15727 4 O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA St�2+89.55 ¢' CB SCALE STANDARD P-AN 104.• W = 24' (INCHES) 16 INSTALL REFL ECTANT MARKER PER CITY OF RANCHO CUCAMONGA \ W = H=4'; H, =0.21' 6 SUNGL O W STANDARD PLAN 134 1 " = 40 O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANG3 CUCAMONGA rt LD CASE B W COURT Tr. Nom. STANDARD PLAN 102- X = 5' (FEET) L = 8 (FEET) 19 INSTAL L 15800 LUMEN HPSV STREET LIGHT BY SCE- PAID AND COORDINATED BY DDTt OPER I N n Op J 72 7-4 SCALE TA 'rt 26 O Tr. Na. 1I I & II O CONSTRUCT CATCH BAS1N LOCAL DEPRESS/ON, CASE AS INDICA/�D, PER CITY OF 20 INSTALL+ WOOD BARR/CADS PER ClYY OF RANCHO CUCAMONGA STANDARD PLAN 131-A y �' 0U� S {� 26 t J727- 4 ¢' Int = Sta 4152.08 BROOK DRIVE RANCHO CUCAMONGA STANDARD PLAN 103 1 1 = 40 Q N + _ 40 21 REMOV? WOOD BARRICADE // Ap + „n :-I �� Sto 1+00.00 Suny/ow Court 12 INSTALL R1 (30') 'STOP' SIGN AND 140ST PER CITY OF RANAO CUCAMONGA t• f SN AG ; o p� y 11� 1 1 I 1r STANDARD PLAN 401 26 INSTALL 'STREET TREE. SEE NOTES SON SHEET 2 ! ° I - 12 PL 13 INSTALL STREET NAME SIGNS PER CITY L F RANCHO CUCAMONGA �TANDARO PLAN 401 f O� 4( v 6� d\ n 22 21 14 PAINT 'STOP' PAVEMENT MARKINGS W17N 8 (FOOT) HIGH LETT45 AT 12' (FEET) 13 � } � � \ � 7p 15 FROM STOP BAR AND PAINT 12 (INCH) WIDE STOP BAR CONFORMING TO THE CAL TRANS UN/FORM TRAFFIC CONTROL DEVICES MANU4L, PART ll/ - MARK/NGS 1 7 v h L'\ = Sto 5+31.23 SHADOWBROOK DR •O 1 5 m N _ `Sto 9+78.61 Mountain Shadows p/ace �� ��1�\ A1G1 d° o ---z - -- - - �o N IN Tract No. 15727-1 h o +.; 7 17 o W <1 �+ �, \ M gNE,�• = o _ 5f00 W, os �j 6 + 6 °'�W Z _ ! J,�Q 52 26 E �o j 2 D _�Sq 4 y 109752454 GOLDEN OAK + v 2 �. �. N a W t? s - �_� +00c + 17 26 17 17 26 Q Z �0 26 26 Q Q 26 \ o E 00 _ bo w- �l N m Aj 19 O O w0 ! . i� �r �0 14 �� 1 3� ��- - -- --- - - - - - - - - - - ROAD mil �. o, >. m \ rj 26 O tom, m 4+� �h p' �� 5 00' 2 - - - - - - - - - - - --- - - V 60' c� ee �^ N 3 Q o �'' _ � o• 15 - - - - - - - - - - - - - - - - - - t + til a Fu j U o iz C,4 .�'' < �j� t�Q E 18'1 i I 12' •,p ° "� Q) p o w o ti . _ ,�� Or \\\\\N x - 7- vv B 15 I-O ?�, �♦ 026.38 TC � I �l�' v ov� tC ✓' 'i^�, 'L ��,� � �y. 21 22 23 24 �Y ♦ � �` \v 026 w \ • - --- - • • --_ -- 43 .59 N D m 26 00 TR�1 T 157-2- 7-3 CROWN ` \ 24 \\�� ��Gr� N N a 26 20 20 I I II �� 2 2+00 3+00 �, 4+00 5+00 \ 9 \\ \� --o 'oma a o < 26 BROOK D R / V E 1 0 �` T�- - N 89'34 39' E - t + - - - \ 1025 f y 6�� _ - - I + - -+ \ \\\\ Fs -=1; I ,�, `� IT Int = Sta 2+27.21 BROOK DRIVE o O p4G ��,- -- 'C -- 2 1� �G- p�' �C, \ ♦\\\ I o, o -� - �� = Sta 1+0000 Mountain Shadows Place • • • • �,� \\ti o \ cs, 19 III I /f, r>Cs p° I I I \�� 00 ��\\� '�� 17 17 1 Hevised Elevations Shodowbrook Drive /cc, Relocated Driveways Lots 24 25 27 8 28 O 15 Q Q �� \\\� h� \\ \�� DESCRIPTION OF REVISION DATE CCTY h t N h I L r h Q t, h k U 1 a �\ \ \ n APPROVED o`n, � + f m � µ+ m � �+sok m I 1 ! ♦\\��� 3 \\�� III I U m N roN �\" + m '� ►� P!1 \ p' �\ 21 o �, o o N III 1 >o �r \ \� ,1 CITY OF RANCHO CUCAMONGA W W o o o l W o a W a 1 I I I+ . i I I I I � •o � ..,,.- � .� � o o a � �„ � 1 1 7 19 26 25 26' 17 26 27 17 26 17 v \ �\ \�\ 0• 17 26 28 I STREET IMPROVEMENT 17 26 ° ,� I II l Il f \ �t S PLANS Tract No. 15727-1 0 + 2 c3 �. ►� I I I I I 18 N + . 1 T S H �� o o w B R o b K II II , I FOR TRACT No. 15727-2 2 6 23 I I Ili I I I C-Int = Sta 1+00.DO BROOK DRIVE D R / V E o SHADOWBROOK DRIVE - STA 1+45.00 TO STA 4+91.16 I = Sta 10+25. 17 Go/den Oak Rood .. - Sta 1+00.00 SHADOWBROOK DRIVE d 3d .•. Int Cl/RVE TABLE � _ I 18' 18, 1Ess, BROOK DRIVE - STA 1+45.00 TO STA 3+30.00 = Sta 21+09.5J Go/den Oak Road / - 12'--� I --� +� I r--12' W. B �q< O Q� P� Roti APPROVED BY: DATE < __ Underground Service Alert , - MOUNTA/N SHADOWS A 10'00'00' 102.00' 17.80' 8.92' �� �9< ? CITY ENGINEER 1 L ` v. t % ' R.C.E. 24953 F O R E Q z 1?- 0 42'20 .37 282.00 208.41 109.22 D M0.56361 B PREPARED IN THF OFFICE OF � PLACE w m DESIGN RECOMMENDED cc DT 31 � �0 0811: TOLL FREE C 08',31'04' 318.00' 47.28' 2.3.68' * t * A G LOCKMAN & ASSOCIATES CONSULTING ENGINEERS AND PLANNERS 9 NO TE. D 18'50'11' 318.00' 104.54' 52.75' c� 1L �� OWN. 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH ET OF 1-800 R PA / F �' V TEL (909) 944-6986 FAX (909 948-8508 FO DETA/LED VFMENT DES GN O F �` E 82 30 19 27.00 38.88 2.3.68 ce►� A.G. G STREET KNUCKLE FROM Sta 8+77.90 � � 422-4133 - Mountain Shadows Place to Sta 4+91. 16 Shodowbrook Drive SEE DETAIL ON SHEET 2 CHK. BY. ROBERT W. BRONKALL R.C.E. 55361 DWG. No. TWO WORKING DAYS BEFORE YOU DIG R.W.B. _ MAY 95 3438 DATE 1997 FILE No. PROJECT SHEET No. .3,Z OF - 7) I , , On Curb I Patttia/ - f , l 1 U i I ,/ �yt� I i t 14d YlJ i 1 I I rir - - -- - -- - - ' - - -- - - ---+ i - -- - - - --� - --- - - • � = I 1 i i I HOR/z 1 4d VERT 1 = 8' I I I i ! I ! j f I i I I I I I I I i I I I i I i U 9 1 i•� I Q Q I t r I ! 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DOUBLE WRT/CAL SCALE -- i 1+00 2+00 3+00 4+00 5+00 1+00 2+00 3+00 4+00 5+00 PRIVATE STREET ++�y�;II�+III I rI �-- I ----- --- .'- ------ -- p- ----/2 CONSMICWN ITEMS rU CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE CONSTRUCT 4' (INCHES) TH/CK PCC SIDEWALKW-4' (FEET), PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 Tract No. 15727-4 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA Sta 2+89.55 ¢ CBSUNGO WSCALE STANDARD PLAN 104. W = 24' (INCHES) IS INSTALL REFLECTANT MARKER PER C/TY OF RANCHO CUCAMONGA W 10'; H=4 , H, =0.21' CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCOGA STANDARD PLAN 134 n LD CASE B 77r. J%,-lo-1 = 40 INSTALL 5800 LUN HPSV STREET LIGHT BY CEPAID AND COORDINATED BY D /LOECOURT 1J72 -4TAET) FT1l" Ln 26 O Tr. Na 6 CONSTRUCT CATCH BASIN LOCAL DEPRESS/ONCASE AS INDICATED, PER C/TY OF INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A lot)" + 0'1 I I fnt = Sto 4+5208 BROOK DRIVE RANCHO CUCAMONGA STANDARD PLAN 103 p owCv J�2�- 1 1 40 = Sta 1+00.00 Sung/ow Court 01 40 REMOVE WOOD BARRICADE NA INSTALL R1 (30) STOPSIGN AND POST PER CITY OF RANCHO CUCAMONGA 2 5AG STANDARD PLAN 401 INSTALL STREET TREESEE NOTES ON SHEET 2 12 pp INSTAL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 01 40 63 15 / y14 PAINT STOP' PAVEMENT MARKINGS WITH B" (FOOT) HIGH LETTERS AT 12 (FEET) 13 FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE CALTRANS �- ��UNFORM TRAFF/C CONTROL DEVCES MANUAL, PART MARKINGS LInt = Sto 5+31.23 SHADOWBROOK DRIVE � J o� = Sto 9+78.61 Mountain Shadows Place v IN .Tract No. 15727 h 52W +oo 89'S245w6 2N. GOLDEN OAK �217 6 Q ni 26 � E23+0 _- _ w19 4 'hjc so l � 3 - - - - - - - - - - - - - - - -¢ o 9c 6 O' �OAD 6 a 01 1 .5 E ' Gtl �Q1r1r-J � �i6/38 TC -N3 23 247 6 1VIPX`l , TYFA0T lYo. 15 —B 26.R0WN 24 o BR O OK DR / VE 4+00 5+00 < 26 CL TC foo N 89'34 39' E3+0o bOa , Int Sta 2+2721 BROOK DRIVE A16 w- 01 Sto 1+00.00 Mountain Shadows Place -w 262 \ 17 COVERTGR ✓ E S?NA7?EETPER GR 98-16 oe ( tOES CIT-;.YQDESCRIPTION OF REVISION DATE APPROVED 4& IFIIijijIirI{I,I, rro / - .-_ . - E.- --- - - - - - - D � o 21 L o CITY OF RANCHO CUCAMONGA o LU4 48° Fij51 26 �5 26 25 227 X0. p� /oo 7 72 � STREET IMPROVEMENT PLANS� � 27 2 0 �8Gt Tract No. 15727-1 : 28 GIVI\ FOR TRACT No. 15727-2 (PRIVA7 F S H A D O W S R O O K II 6 � Int Sto 1+DD.DO BROOK DRIVEI I I SHADOWBROOK DRIVE - STA 1+45.00 TO STA 4+91.16D R V E 3d Sto 10+25. 17 Go/den Ook Rood CURVE MIMEInt = Sta 1+00.00 SHADOWBROOK DRIVE = Sto 21+0953 Go/den Oak-Rood 8'- --18' 12' Po�Essi� BROOK DRIVE - STA 1+45.00 TO STA 3+30.00 R L T APPROVED BY: DATE Underground Service Alert norE- MOUNTAIN SHADOWS A 10'0000� 102.00 1780 8.92 03 CITY ENGINEER L R.C.E. 24953 �oR FOR DETAILED PAVEMNT DESIGN OF Q 7- Cm o STREET KNUCKLE FROM Sto 8+7790 PLACE e 4220'37 28200' 208.41' 109.22' w m DESIGN PREPARED IN TWE OFFICE of RECOMMENDED 0811: TOLL FREE Mountain Shadows Place to Sto 4+91. 16 C cc DomZ LOCKMAN & ASSOCIATES08.31 04 318.00 47.28 23.68 A.G. CONSULTING ENGINEERS AND PLANNERS Shado Drive SEE DETA/L ON SHEET 2 D 18.50'11' 318.00' 104.54' 52.75' C1V1�. OWN. 10281—A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEE� 01_8OO TEL (909) 944-6988 FAX (909) 948-8508 E 82.30'19' 2700' 38.88' 2368' CA%-% A.G. 3A 5422-4133 4- Illy 4 IF - - - _ BY:�•' CHK. DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 1628 PROJECT SHEET No. —3-3 OF 7/ 42 4_1 � 41On 42. ' - PROF&E SCALE W Curb �p' E/ 10 5 56 P/ I j On Curb " HOR/Z. I'= 4d _ __. _ �V6464 'V h VERT. 1'= 8' � v � p� _ • � R T. � EI o 6.75 PI N h '� O O Ov{ QD TOP of WESTE??L Y CURB ` R-1.4dx t b N O Q w w +o, ° w ,_ _ r i _ , V _. W � � y. � _ _ _ ,pW os •. o, w W W fit W � _ _ _ _ . _ _ � po ..� � *� �o � oNi 1 O .. O O • .. � dw ° w O � A R-1.72x n^i, m o, " _ � � A4 �4 4 Portion On � � � � � Curb I t7 10*5.53 P/ W O � J _; w+ i � \ ° W� �,•� y � o � � 4241 On Curt - - O '� o W 8d VC w ° , - -., N + W - - - �� 1 _. vex + n Cu o N 1040 o w p .� - ° _ o . o - w - - __ _ . _ .__ _ _ - - 672 104 - � 1� P/ ' /SHED E i F7N , SURFAC o w w O W 0 9 - g9 56.99' _ R=1.72x w o� O p O tt �i Trdnsitio - - - _ 1 1+/30 T0.'/0 -- - ._ _ __. ._�- _______.__ X30 � "� EI 0. i _- - 7R=-I 7OX o w O _ .. -.. 1 � . � O 80' 1�C x ► o .9d f I Qo N N 1040 0 - h h W� 1040 TOP ©fEASTERLYCURB _. ' _. � 1�6.75P/ R-r.40x 'gyp '� +� � W ° W R-�.72x € � o � ,� � In ^ w I �, A _ .. .. _ #030 `O �o . _.9i _ o._..I4. ^.._.� 71 V _ o, t p p �o + }' 17.80' 4.1 59' 1 1..3.5' 43.59' 7.80' V i W N b O j w; ,o W o i� o W `� f n Curb O On Curb Curb n Curb On Curb � p 140 goo + N _ 1020 - o ! 1020 W DOUBLE I�RT/CAL SCALE 1+00 2+00 3+00 4+001+00 6+00 f00 8+00 9+00 10+00 11+00 12+00 i Cl/RVE TABLE CZ O R L T A 25'4 715A' 282.00' 126.92' 64.55' DB 25'47'75' 318.00' 14.3. 13' 72.80' C-) C 90'00"00' 27.00' 42.471 27.00' o D 100'00'00' 58.00' 111.35' 82.8J"' CONSTRUCTION ITEMS = SHADO i�[BROOK E 10'00'00" 102.00' 17.80' ; 8.92' �/� / DR/IG Ol CONSTRUCT 3' (INCHES) min. AC PAVEMENT Ot/ER 4' (INCHES) CRUSHED AGGREGATE BASE ( I I I O� I I I O2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA 27 ��TI II I_I STANDARD PLAN 104: W = 24' (INCHES) 3d!PH Jr. O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 26 26 2 6 12, I I � 1� � 18'� 12' STANDARD PLAN 102: X = 5' (FEET) L = 2 6 17 BUTTONWOOD HE�4 RTHS/DE _ .�•� �- 12 INSTALL RI (30') 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA V• ��` COURT 2 6 2 6 W W W -� I I' I I STANDARD PLAN 401 V NI F,j 26 19 2 6 2 6 COURT 2 6 2 6 2 6 v 2€ --�_._ �- 2 6 2 6 19 o I I (�- 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 17 �e W 0 26 I I I I I 11 v 19 v v I I I I 6d I I I O 1 � ' O 26 17 O O --� V V V O I 13 �\ 1 14 PAINT STOP PAVEMENT MARK/NGS WITH 8' (FOOT) HIGH LETTERS AT 12 (FEET) �n O (j v 49 d 3d � W W W 3d 3d. W �--� fi � Q � � � � � �I a.� ���� � 00 � � � � � � N ■ I , Z ,f l ' FROM STOP BAR AND PA/NT 12' (/NCH) WIDE STOP BAR CONFORM/NG TD THE CAL TRANS 111 p Ln O O O W W W 41 40 1 1 34 tp 23 1 I ' 1 ` 6 UN/FORM TRAFF/C CONTROL DEV/CES MANUAL, PART /T - MARK/NGS o n D N c ° + 3D + 1 18'' L-__ °j 12, 12' 5 1 `y to ry 12' 12' O I I 47 I 1 G to 15 CONSTRUCT 4' } N I I I I I I + Sto 1+45.00 BCR Sta 4+8623 BCR 1 3 I 1 �� 1 O (INCHES) TH/CK P.C.C SIDEWALK, W=4' (FEET), PER CITY OF RANCHO AIA TCH LAS h 12 A TSH LAW I ° I I I 44 CUCAMONGA STANDARD PLAN 103 rnm + Ny o �• 12 II I I Q w � � o •� � � ti I I � 'SHEET 5 of � Sta 1+45.00 ECR � "" Sta 9+33.61 ECR � t � �1 1 MATCH LAVF v N O St0 +45.00 BCR EE SHEET 5 'of Sta 1+45.00 EC - w h - - �- SEE SHEET 3 Of 5 16 INSTALL REFLECTANT MARKER PER C/TY OF RANCHO CUCAMONG4 .4 - Sto 6+73.61 cfl O -L C STANDARD PLAN 134 +13.61 ECR Sto 5+03.61 BCR 15 o Sto 7+63.61 BCR �G c� 1 01 + kh� 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED BY DEVEL OPER C-) jG "� - - -- ----- 13 0^� -� -- - + -- - - - C Ik O a 92 • - - - - -•--- _ 1 3 \� • • • • • • -` • • • • • • • �� 1� D �►C IIi4Y 2 6 INSTALL STREET TREE. SEE NOTES ON SHEET 2 G 'oma _ yy- - - - D1 F - �G ,�' Sta ,S•,�10 8 y 17 2 tp31.25 t 3+00; W + p33y34+00 C 5 14 ���,� 5 C s�>>o N 025'21' W 6+00 2 C 5 14 5 C 8+00 w t044. 9+00 hyh 2 7 �� � � ` • �i-' 5 00 1 � o� E 'oma 2+00- L=135 02' .. 1028.86 TC / i R_ 00 ro�r2s T , 2 2 s`�o roti�o rc 6�1c_ CRO 9 TG - - -- • ¢�� E 1042.2 471 . • • • • • • • • • • • 43 -- 4� �\\ \� 3>�% O co �o ►� 15 > ^ 8 Revised Elevations Sto 4.58.61 Northerly --- _ 21 cp 15 ). cp 9 �• O Q Q h w 14 O ^ 11 1O x y - 1 cV Q Q 1 7 O hi w �. ��. �� Relocated Driveways - Lots 8, 16 8 52 3 l O+ Q + O :cn C I Y �1� ory \ -\�' / o�� •9� o ",� v "� v h h v �Oii + Q °� + m W ',K o; DESCRIPTION OF REVISION DATE O O ° O ° v p O ° w ^ v W w O N no APPROVED '\ I J / �c t3 -1- 'i- •`" \ �, "� p �., �" fid+ w W 4>w Q o tp v + + J \\ \ + o v a Zd W � 18 � � 1s O o O o ^ ,rid 22 0 12 o , 7 CITY OF RANCHO CUCAMONGA •�. �,, -� + + � + N STREET IMPROVEMENT PLANS 17 26 26 26 26 26 26 17 26 26 17 26 26 26 O O 17 °j ti \ 1 1 � N � 17 19 h a 26 o a 17 20 � X1\1 ,oti o �-• + M O U N T A / N S' H A D O/: W 8 P L A C E � K= o f-Int = 'Sta 4+58.61 MOONTA/N SHADOWS PLA E FOR TRACT No. 1572 7-2 D -f Int = Sto 9+78.61 MOUNTAIN' SHADOWS PLACE Jo-�m =w = Sta 1+00.00 Buttonwood Court � In = Sto 7+18.61 MOONTA/N SHADOWS PLACE = Sta 5+31.23 Shodowbrook Drive MOUNTAIN SHADOWS DR. - STA 1+42.05 TO STA 9+78.61 a' o Sto 1+00.00 Heorthside Court f QPp1:ESS/0,�, I SHADOWBROOK DRIVE - STA 4+91.16 TO STA 5+31.23 Underground Service Alert 6 NOTE. ��Q APPROVED BY: r - DATES ? lc, .3- 0�F°RE ro j FOR DETAILED PAVEMENT DESIGN OF o f m CITY ENGINEER � �L�%�-� �CtCC R.C.E. 24953_ STREET KNUCKLE FROM Sto 8+7790 EXF' lit VT DESIGN PREPARED IN THE OFFICE OF RECOMMENDED 0 0811: TOLL FREE E Int = Sta 1+00.00 MOUNTAIN SHADOWS PLACE p LOCKMAN & ASSOCIATES _ -- - Mountain Shadows Place to Sto 4+91. 16 * •�' * A.G. CONSULTING ENGINE Sta 2+27.21 Brook Drive ERS AND PLANNERS l 1-800 - 0O Shodowbrook Drive SEE DETAIL ON SHEET 2 a+ \/ � 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. t 7� Civil- + DWN. TEL (909) 944-6988 FAX (909) 948-8508 SHEET OF 11 OF cm. A.G. ( 4 5 422-4133 � �, , �� _ TWO WORKING DAYS BEFORE YOU DIG CHK. BY: DWG. No. ROBERT W. BRONKALL R.C.E. 55361 /big R.W.B. DATE AWAY 1997 FILE No. 95-3438 PROJECT SHEET No. 3y OF I 1 1 - ; ! i If -; - ( ', ! -�— , , ; 1 '')•Wr , I I ' �! - I ' I I I I I111 1 On C fillb oh C4�ALE --4 i - HORiz 1'= 40' t --fI- .. 1 --1j -- --4- - VERT. 1'= 8' y---O-----_-\-�+�i!IIiIIf1I4IrJ,I'I:i ---(n�V�iI'kIiIItII Q\-a--\�1,I(r,'(�rri;{:iitII!0-\--�-2\-�-1\-��T\���IIiIII'I\i�-�-�-.`S�\-��-�+N�10`IIIii!I'Ii4IIrI1i•EIi1Ii 1-r-�+Tr+'��`l,''I,t,Il+ii1I iII,I(,ro-ON\o`�-}�-pt—�•n;.�o-��\t�}'��\i}��'IjJI1Iii!iiitki;j; o��--1��O•`��O�•,-o,V,/*!,(I'I�ii!IIII:i,1I.iIiII:'�O�A\A-, 1�1IJI!II1IIItIi1IiI;iI G j—VtN-•p-O'1i+I,II'IIII;II �W�oW�Yp�•ON.`_.-ypV..�•..i j:I,:I..:!iii!lrt:. �i�II•1tII,Ij�t(IiIIII,IIIt Q—�--f fi+j{II;++•II(j;Ii;II,(II�1I --�--�-----'---a�-IIj;tiij({I,iiIrII�!'II 7---+-pp"--2'-----X-•��=iI�,i'�III!(I -L-•-z-t-fi��,III{IijII(III1�,;;ii,!II—--C--_p�-�?J1JI!iII,t11-'I +o- •{i'IiI;i;II'jf�f;IIIFj,-—� -- 1�i�ijEII,1;{IIIII(y--•3-1 1�G'I1IIIiii!II!j,Ii W\-_�-.•,f1,iIi�J!i.--C IIt��Iii�I1---ri I--�"-d 4���1ii':IIiI1,iII---�_-,O-h 1-1 IIriIIIfIi( 7�4v—�--1•�h—+�r;I�II!Ii,,{:t,'I .�-���M"mhV+�or°�"1�'1�--�ti�V;,iI!I��IlII4 0 n'h•o-W.l1-��_I9•-.l!I!;�Ii;:i,Ii,iiIII' --#Q�-'fI'`if'fIIIii+'''I------O-1E7--Q�-`-/�-�--�'siIIifIj1iIIi►ifrI -�_-��O��yN•t-+m�O.•„5.)TI(JI'I\��MWh=��\O\\O\W-5---_—--.--r��`+rIIIIIIk;I1IiIil F-8--6•-4w-�-.}i'J►,iji z..•--pph•��_---�-)-jIII;j1', /--�-•-'-�\O-�,+I('II{I!IiI.-I--'-��Oh�(,-.��-�.-.N�1li�(\\�bMO\\W�tOW\----�o o-o-----;2�+tI�ii1I{It;+;'1jI •---------e --- -----•---I-+I!IIjiIijIIII'';I!I---=----I���.-�'IIIIJji;�I!II —.--�--+���JJ1IIIIIi�!Ii•------J--1i�-fiI1'IiiIIi;I�ii---�---2'i.r{!!IIII'IIIIiI;I{jIII-�--�----�_-j��i1IIIII'II'�IIIII -�•i��L,l'ii�I1ji1iIj�ii('IIjr - 103�.8 RLO. 42' I 8X - ---5-C-V^u�-----(J�-W i,tii'Ii'III�iIIi-���►•^_��1-°°.-'..-��1{���(r{i;iI!�i'!fIt V�`��-------�_+b�II�rI;--W V--_--—�--�-C,¢-,EQ�!fIjII 6n---p,G--`VW-yji1lIIIIii'tIi �9-u_,"---�i�✓�`--� -1 •1-.hAoW�r5--���w?+t�,I;''j�j'-�,/-�---�-a�e�Q-• � v- --n�-_�- v•_-�-_I�er�.--�.Q����+jtlj;II!'� OZI —t OAll,W 111.11 W � w��-_�iJJItM'iI----"✓.-�-�Wp`_O6U B'�iIIIIi.IIi'r•_4 i ti -_ 5u�����-i•1�Ii',1I'IIIIii-i-b—�/W----�---- O{}tfr'fIJt,I({J111iII- CC---—OU-----•-�id-NC���1}1t(j,'IiI;iI�I'IA - --4 11 i --4---�0—}p4 p -- -7 a Grub - Q f 71l 1 I at I 65 T 10) j � `V F O CIO - JJ---sionJrL—f-4 I-4-4- Alf- - - - —S��-✓T�A{_tL IIiIIIi1fI.(-N - ijII(IIII'II+IIIIIIIi!iIII!IiI, .-- -------S 1046 �f .g kI P of IEA L CR id `R IONAp h� O VT 114 - - - 4 7 n Ch n u + + - - 10 W 6 C.F. - E/ (- F------EV-E� {��IIIIIIIIi R + •at�rIII1I;fiiIIT -----IE-----C �+t A/L tTt��i1IIIIiIIiIi S- C--— /(---4--FR--A 11 I 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PRIVATE STREET ELN- --TC---E)--- - H-� +!-i}I+t,�1i;�,IIIiIII — - -O- -2 CURVE TABLE R L T Q O CONSRUCTION 17EMS A 25.47'15' 282.00' 126.92' 64.55 B 25.47'15 318.00' 143. 13' 72.80' O CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGAT--E�_---I- N-- --- -. -'+B-t11� j1tIIEfiliiI,jIIi --A --- -_— -' --S- --�EDF- F C 90.00'00' 27.00' 42.41 2700' CONSTPUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA Q TD 100"00'00' 58.00' 111.35' 82.83' STANDARD PLAN 104• W = 24' (INCHES) o SHADOWBROOK CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGAE 10'00'00' 102.00' 1780' 8.92' DRIVE STANDARD PLAN 102.• X = 5' 8' (FEET) I 11 2INSTALL R1 30' 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA 6 01 , JJ STANDARD PLAN 401 273INSTALL STREET NAME SIGNS PER C/TY OF RANCHO CUCAMONGA STANDARD PLAN 401 26 26 26 1�� PAINT 'STOP' PAVEMENT MARKINGS W/TH 8' (FOOT) HIGH LETTERS AT 12' 2' CATANSBUTTONWOOD HEARHS/DE 1NR UN/FORM TRAFF/C CONTROL DEVICES MANUAL, PART TT - MARK/NGS6 U V 26 19 26 2 COURT 26 26 2 COURT 6 26 17 ( 1lg 6 26 6I � % ISREFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA26 17 � 49 T 1 113 30' 1 "i cC� C� W $ Z , STANDARD PLAN 134O -I , ncp 41 40 34 23 o W fr 8' '1 � INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCEPAID AND COORDINATED BY DEVELOPE -YR 5o 51 II 1 St +86.23 BCRSta 1+45.00 BCR 13 9 +� E NOT NES ON SHEET 2 2 11 A ~ 352 0 SHEET 5 of 0 CSHEET Sa 1 +45. Sta 9+ Sta 1+45.00 5. E 33 61 ECR SEE HEE of 5Sta 6+73.61 ECR � 15 15 Sta 4+13.61 ECR Sta 5+03.61BdP . Y NOTE.•3 5 k oSto514FOR DETAED PA"f DES/GN OF W o � w C 2 . 1 C 2 k 5 8+00 0 9+00 STREET KNUCKLE FROM Sta 8+7790 �0d\ 2 5 N W - + Mountain Shadows Place to Sta 4+91. 163+00 �0 +0 25 21 + 76 _ --+— 19 roE 0 1 6 wDrive TET 2 2+ 2 102886 TC 0--1254/; A-A 13 CON TOF ✓LRiPERDR9821 ZK 10 h 19 0 Q 19 e DESCRIPTION OF REVISION DATEQ APPROV--tL' --- --- -E.- .. - - - - - - - --_- DCI it v oO V h,O W '+ 17„ `y U) "l 113 � Ln fill � W * CITY OF RANCHO CUCAMONGA y 22 2 12 o 17 \ A STREET IMPROVEMENT PLA 19 2 17 20 o 17 0 M 0 U N T A S H A D 0: W S P L A C E % f In = Sto 4+51 MOUNAN SHADOWS PLACE Sta 9+78.61 MOUNTA/N SHADOWS PLACE FOR TRACT No. 15727-2 (PRVA w = Sta 1+00.00 Buttonwood Court fn _ LV Int = Sta 7+18.61 MOUNMIN SHADOWS PLACE = Sta 5+31.23 Shcdowbrook Drive MOUNTAIN SHADOWS DR. - STA 1+42.05 TO STA 9+78.61 = Sta 1+00.00 Heorthside Court RpESS/ SHADOWBROOK DRIVE STA 4+91.16 TO STA 5+31.23 APPROVED BY: - ,U1C@r9rOUnCS@rVIC@ Alert 6 24953CITY ENGINEER t1R.C.E. ORE NO.5mm o � m DESIGN PREPARED IN-THE OFFICE OF RECOMMENDED ' ?o 0811: TOLL FREE IntSta 1+00.00 MOUNTAIN SHOWS PLACE LOCKMAN & ASSOCIATES �/ ,//- s O � � A.G.' CONSULTING ENGINEERS AND PLANNERS = Sta 2+2721 Brook Drive -A TRADEMARK ST. RANCHO CUCAMONGA, CA.civil, DWN. 1028 SHEEP OF1-VOO TEL (909) 944-6988 FAX ( 9) 948-8508 � A.G. 4A 5422-4133 4 � r19 � CHK. BY: DWG. No. C Nl `� ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No. 95-3438 1628+ - �zo Tikp - - - PROJECT SHEET No. 3J� OF 7/ �tO1FSE SCALE I HOR/Z. 1'= 40' 69.64' Partial W f7ITLr 29.3t' , On C _ . u b o curb curb 1050 t045 $ 1d45 25' _ O O h W O ..c '� + - TOP of MORN RL Y C RB -_ :. _ � W o P Of 1VORI�ERL Y CU,gB : w w w : W - . 0,3,r� - I Ir 110/ . 1050 _- g p 1050 045 0 043 O wD w w w O ' w , RMSHD SURFA E at 4� ED SUR t _ 35 I _�1.204 R- _ R _1.70jr R=-1 70% 7�.28' 55. +07.59' .31.42' 6 .050 _ _ _ _ _ _. __ _ _ _ 1050 1025 Curb n u n u , C C onC .� o c n 10 5 a ° alp : :. : . . _ . TOP of SOUTHERL Y C RB W ►� 144f� 1+335 ° "' ° X035 f 034.30 R=-1.20,V I _ w o I n - 1• °.t' W i w R I _1.34 _ R=�70X �" ti, �i� W { R 43 pl ' C w 30• • o o p ; TOP of S0 t Y CURB 1030 o '�' + ►� + *� _ 030 1025 - 1025 _ w N p O O 6 DOUBLE VERTICAL SCALE 69, 64' Partial' W 7.53' 29.5 t' _ - - 1 On Curb On, Curb On Curb 5+00 4+00 3+00 2+00 +00 +00 4+00 3+00 2+00 1+00 � s 17 \� MOUNTA/N SCALE a rt a ,9 26 OUNTA/N `` r 1 " = 40 26 p �' SHADOWS 4. I III + + 30 0 0 0 � .SHADOWS SCALE 6 2s 2s PLACE I m _10-I I III `•� __% D-c O 26 17 + 33 W PLACE I I I az A o W w 17 26 26 N 17 34 O w 1 - 40 0' 40 I III o O 31 •� 17 �O I ,I I17 17 �' Q w co 0 o I30'1 m v IN �o v s, W �. W �, III 26 �� a d ,� �' m Q o Q "� � Q o + '0 12 W 44 L 4 4 �- o *' o III I �o N ,.� ►7 + ° > O N + 12' 118' 18' I I I O > ). �. ``. `�' + h 12� I 12' 3 I I � I III N R, o `' �• i + N W + �r o ^ I I` ,t2' 0' 40 v, o'"�, Q Q o� o � NO � � N '` ° II I' I( II �: `o h + °+' O O to V) II II Pfd 140 + II I m o `a' n b `�° o �° o O j O p 1 1 I I =w "� + N o� + I III � � "� � �G r j �1+ vi '} dill h � �1+ Vi Q ° 1 6'��� � O � O w ?� 0 O w /� 2S 2 X11 n \ ��`_ � 15 w 47 \ I 17 I I I i I o I I I I :i god III I '�' Q II III 19 � �s�sz�, • - • -i---- - • � �/ � - �-- - • --- -- �- f • � � `:,y � II I I G 1G 9 I I I iMt �G Sta 4+.31.23 2 1 a I I I 0 �9 III I, DoT b 10 " P4 1 \\ \ �1 g1 1030.94 FS 3+00 4,� 2 00 1p33� I N X03 III I I 1 4+00 A 3+00 w 2+00 38" +_ -1 — — c I _� - , 4 , + W I I I ° \\ \\ 'o�� • ,��jo -- - — -�- -- -- 'o� - ' b T - N 9',34 39' E o,� 1. g �s� b N89'.34.39'E --- --- — --- 8�o Z 2 o II I ( I .'��A� Sta 4+.31.23- - A - W- - - o \ 19 -W- l _c - - _ 18 Q L 1035.24 FS ---- — 0 \ 0 \\ \ 1031. c h 0 3.9I4 4'34139 :� V 1G III • 5 2 I �. ♦ �� I I I _ — Z \\ \ �♦ �o�os¢ rc oke 4,3yj �. Oo vvi I I o 15 Q I+ 3 I I 14 ..♦ \ �P C 1 t 3 • 15 I + I I Q Q o I I I I 3 5 o a 3 3 I (� �c, \\ \♦ ``/� O o+0 1I III 15 i 4a II �Tl Ah6 \\\ \\ ,m � • 4Z O ^ ^ � II ii I I 'A, D � � � � ° � ° o oh' � � � � Q it O))10 o V U I I I I�1 �♦ �. Q� o0 0 bil m W I z \ ♦ I I I I 35 ` + � o O c., �, + + + o w 15 �o w +o . J� N 9 O o ♦ V w q rn W D O ( III O �v N W 17 O �o I II II 11 k \\ W + o �►� �, I I II II III Q� h " v a , + � `a a nw o h "� I I : II II 1 � tr ^� m N > o w W �° �` � o O o p O o �♦ \\♦ �' 4� W `ewe oo c 2 Fi+ v ►� I v O �,. \ ♦ W °j rn D -c 2 6 N h + II III �` 0 0 26 O o� 37 26 + + II I� I I N .A �p`� ' �\\\\♦ � �? J o'o m rn 19 p o 43 17 4g � II III 26 0 \ 17 2s i o 17 19 17 17 26 C \��\ /j 17 26 17 26 26 Qi o H H A R T `H S' '11D E C V R T ° `) �+ Revised Elevations Heorthside Court 17 o BUTTONWOOD `i O U R T Relocated Driveways - Lots 30, 32, 45,43, 46, 47 8 48 3-/1 9� Lf Int = Sta 1(00 00 HEARTHS/DE COURT --_ _ _ _-- -- _ - -- - - C I Y Sta �'+18.61 Mountain Shadows Place �Int = Sta 1+00.00 BUTTONWOOD COURT DESCRIPTION OF REVISION DATE APPROVED = Sta 4+58.61 Mountain Shadows Place 1 CITY OF RANCHO CUCAMONGA CURVE TABLE cojvsrRt1cr1oN Imms STREET IMPROVEMENT PLANS -- U � R L T C O CONSTRUCT _3' (INCHL�S) min. AC PAVEMENT OVER 4' (INCHES) CRUSH AGGREGATE BASE FOR R TRACT N o. 15727-2 A 15'05 40 112.001 29.51 14.84 O CONSTRUCT CONCRETE CU�AND GUTTER, TYPE A2-6, PER CITY OF RA CHO CUCAMONGA - STANDARD PLAN 104." W = 2d' (INCHES) B 210.00100' •38.00' 139.28' 141.82' HEARTHSIDE COURT - STA 1+45.00 TO STA 4+31.23 O6 CONSTRUCT CATCH BASIN LOCAL D�`PRESS/ON, CASE AS /ND/CA TED, P CITY OF C 198.00'00' 38.00' 131.32' 239.92' � BUTTONWOOD COURT - STA 1+45.00 TO STA 3+93.73 RANCHO CUCAMONGA STANDARD PLAN 307 �QPE88/ D 18'00100' 100.00' 31.42T-75.84I�Q W 8,9�'�< 15 CONSTRUCT 4' (INCHES) THICK P.C.C S/DE�YAL K, W=41 (Ff R� PER CITY OF RANCHO �QQ`�Q� �� APPROVED BY: DATE ,( '� --- Underground Service Alert CUCAMONGA STANDARD PLAN 10,3 8' 9�11 Z CITY ENGINEER f��6L/ R.C.E. 249 3___ ya 1 6 INSTALL RE_FL ECTANT MARKER PER CITY OF RANCH CUCAMONGA NO m PREPARED IN IHE OFFICE OF E� 1 � DESIGN � RECOMMENDED STANDARD PLAN 1 j4 LOCKMAN & ASSOCIATES o Call: TOLL FREE 0 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE. PAID AND COORDINATED 8Y DEVELOPER * * A.G. 1 q7 1-800 � ' CONSULTING ENGINEERS AND PLANNERS t-� CIVj%_ DWN. 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH ET OF 26 INSTALL STREET TREE. SEE NOTES ON SHEET 2 �rF TEL (909) 944-6988 FAX (909) 948-8508 422-4133 � ���� A.G. -`,,� 5 5 CHK. BY: "' DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R•W•B• DATE MAY 1997 FILE No. 95-3438 6 p� PROJECT SHEET No. 36 OF �_ 1 .t .t - - -1- i - - - 7 ; f . , `. , I 4. -`. I i I i i 1 ---- TIALL VLC .! ; -; - { -, 1 _ ii • 4.._� .a-.�_+--__ -�-- -.t---' i_-� -- -- --}---}--'-T-- - ' --- - --'----- -- -�'- ' ---- HOR/Z 1' = 40' i I ! i I I + } ` i i I I ! t I i I ' i VERT 1'_ ! 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DOUBLE ERT/CAL i rj + - - 6�/ nr /�,U VI /V,µOrCUfb On 5+00 4+00 3+00 2+00 1+00 5+00 4+00 3+00 2+00 1+00 PRIVATE STREET 17g AfOUNTAIN Ln SCALE MOUNTA/N 26"1 = 40IIII o � SHADOWS � + PACE II 32 33 m 26 6PLACE 26 26 34 # 26 A Z116 40 6 O ^40 O II �' W31 o W 30' +30'1 Lu 44 W � N Q116+N (0 �. 12 42 L26 + �o Q- 12' 12'o � % ` 4 A. a h o h � N12' d 40 � Q o 'o cm °� � tt I2S -sa� o 15 B 13 1C * 91 1 I 6 b 2 10365 -4 ►� h032• 3+00 2+00 0 400 A . J +N ;39 E! �ori D Lta 4 w 19 1032.37 X0 N O[030o II I1� � r .s4 k N. " Z \ / -� f- J - --— -_ - - -_- --- -- - .- - - - - 2 CUOIj 4 s �+�+, a ►�19 OFW2E6Ws � �*II =II +15 (+ 1 15 �O + 40 lc�w � ^ m m I II J I1 O Q > 9 �� 4, EE x � ,. ►.��:�. : 4woo y N oUUI . oa > (Lo0 o % 4 WN Q dilV)o co I I 1I t .W w o3 + o + 15 m cV 17 o to qo I \\\\ + N oI I II)0 J3J -& o n 15 oo 0 49 37iC i 19 17 2626 1 26 H E A R T H S / D E C O U R T CONVERT TO PRIVATE 96- 6BUTTONW00D COURT17 l T I r "l Yf In = Sto 1+00.00 HEARTHS/DE COURT CI Lf Int = Sta 1+00.00 BUTTOWOOD COURT = Sta 7+18.61 Mountain Shadows Place = Sto 4+5861 Mountain Shadows Place DESCRIPTION 0F REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA CRVE TABLE —CONSTRUCT/ON /TENS STREET IMPROVEMENT PLANS RUCT 3 (INCHES) n. AC PAV -VFNT OVER 4' (INCHE) CRUSHED AGGRGATBASE UA R L T O CONSTA 15'05140' 1 12.00 29.51 14.84 FOR TRACT No. 15727-2 (PRIVATE) CONSFRUCT CONCRETE � URBAN( CS> TYPE A2-6, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104: IH B 210.00'00' 38.00' 139.28' 141.82' HEARTHSIDE COURT - STA 1+45.00 TO STA 4+31.23 CONSTRUCT CATCH BASIN LOCAL DEPRESSIONCASE AS INDICATEDPER CITY OF C 198.00100' 38.00' 131.32' 239.92' BUTTONWOOD COURT - STA 1+45.00 TO STA 3+93.73RANCHO CUCAMONGA STANDARD PLAN 307 D 18'00'00' 100.00' 31.42' 15.84' 51 CONSTRUCT 4' (INCHES) THICK PC.C SIDEWALK, W=4' (FEET), PER CITY OF RANCHO � APPROVED BY: DATE fl QUnderground Service Alert CUCAMONGA STANDARD PLAN 103 K � CITY ENGINEER R.C.E. 24953 QD INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA NO. 63 0 0 6 m DESIGN PREPARED IN THE-OFFICE OFSTANDARD PLAN 134 RECOMMENDED Call: TOLL FREE Z�"/ A.G. LOCKMAN & ASSOCIATES INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCEPAID AND COORDINATED BY DEVELOPER CONSULTING ENGINEERS AND PLANNRS 1-800 /NSTALL STREET TREE SEE NOTES ON SHEET 2 CIV1DWN. 10281—A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEEf OF � �N A.G. TEL (909) 944-6988 FAX 909) 9#8 5A 5422-4133 V� �CHK. BY: ROBERT W. BRONKALL R.C.E. 5 5361 DWG. No. TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE MAY 1997 FILE No95-3438 1628OrI PROJECT SHEET No. 37 OF CITY of RANCHO CUCAMONGA GENERAL /VOTES )IM iVCHO CUCAMONG4 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO r !1! CUC4MONG4 STANDARDS AND THE STANDARD SPECIR0477ON5 FOR PUBLIC WORKS 6th STREET �T 97E IVA CONSTRUCTION - CURRENT EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OF rL_wjl� 46 1"FR___ 0 FL-.ANS AMENDMENTS: CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONS/BLE FOR O ADHERENCE TO THESE STANDARDS AND SPEC/F70477ONS FR Q m 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER W Z �RA METERS, VALVES, FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-HAY LIMITS OR /N AGUACENT AREAS WHERE IMPROVEMENT WORK /S TO BE No,. 15727� DONE SHALL BE 7NI REMOVED, REPLACED, RELOCATED OR PROTECTED 7N PLACE AS REQU/RED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4th STREET 1 3. ANY CONTRACTOR PERFORM/NG WORK ON THIS PRGVECT SHALL FAMILAR/ZE HIMSELF Bir ij WITH THE SUE AND SHALL BE SOLELY RESPONSIBLE FOR ANY L 14MAGE TO EXISTING gyp, FACIL177ES RES'UL TING D/RECTL Y OR JND/RECTL Y FROM HIS OPERA77ONS, WHETHER OR X70 -re ewo CUCAMONGA CNOT SUCH FACIL177ES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE C/TY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PR/OR TO ANY ENCROACHMENT OR CONSIRUC77ON WITHIN � ���� ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY 771E CONTRACTOR OR ENC/NEER. PAVING STAKES SHALL BE SET AT ALL HINGE PO/NTS, EDGE OF PAVEMENT Pows WITH/N 0.01 FOOT OF ♦ SUB ��1 -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS AD0/170N4L PAVING 1/ICINITY MAP l STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE S£C770M 15, TOWNSHIP 1 S, RANGE 7 W, S.B.M. AREAS N.T.S. 6. ALL SEWER WATER ELECTRIC, GAS PHONE OR OTHER U77L/TY LATERALS MAINS, OR 6th STREET CROSS/NGS SHALL BE CONSTRUCTED PRIOR TO PAVING.. 7. COMPAC77ON TESTS OF EM34NKMENT 00N57RUCRON, TRENCH BACKf7LL, COMPACTING INDEX W STREET AMPOWMENT DRAWINGS ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPAC77ON TE57S SHALL BE SUBMITTED TO THE CITY ENG/NEER FOR APPROVAL PR/OR TO 7HE PLACEMENT OF PR/VA TE ENGINEER'S NOTICE rO CONTRACrORfSJ SHEET 1 TITLE SHEET BASE MATERIALS AND/OR SURFACING. 1. ALL AVAILABLE RECORDS FROM 7HE CITY AND UT/L/TY COMPANIES INVOLVED HA VE BEEN SHEET 2 PLAN and PROFILE - GOLDEN OAK ROAD, Sto 3f21.39 to Sto 4f67.51 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 70 THE /NVES77GATED AND ALL KNOWN U77L/TY CONDU/7S AND SUBSTRUCTURES ARE SHOWNCITY ENG/NEER. LIS77NG ALL 7ESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY' HEREON. N SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE- ALL SHEET 3 PLAN and PROFILE - GOLDEN OAK ROAD, Sto 24141.72 to Sto 28+86.57 � SHEfT .3 OIL CONTENT AND GRADATION OF ASPHALT PAVING. URL/TY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON 7HESE PLANS TO/NSTALLAIION OF ANY . td PAVING, A MATERIALS REPORT SHALL BE SUBMITTED THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT 9PR/OR lTHE CITY ENG/NEER. LISTING ALL TESTS OR DETERM/NAT7ONS COMPLETED TO PER/FY R- OF SA/D U77L/7Y CONDU/TS AND SUBSTRUCTURES DAMAGED BY HIS OPER4170N IN VALUE, SIEVE ANAL YS/S AND SAND EOU/VALENT OF AGGREGA7E BASE. CONNEC770N WITH THE LIM/7S OF THIS PRGVECT. POPPYf7EL0 COURT 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WI7H R-VAL U£AND PAVEMENT TESTS 2. EXISTING UTILITIES SHALL BE MA/NTA/HED /N-PLACE BY INE CONIR4CTOR, UNLESS TAKEN TO DE7FRM/N£ STRUCTURAL SECTIONS O7HERW/SE N07FD. RELOCATION OR REMOVAL OF ANY EXISTING U77LI77ES NOT COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF 11. WHEN IMPROVEMENTS ARF TO BE PLACED ON N477VE SOIL WH/CH CONS/STS OF A 7HE RESPECTIVE U77L/TY OWNERS AT INE EXPENSE OF 7HE DEVELOPER. 44 ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WH/CH 3 INE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRE3£RVA770N OF ALL, /F ANY, W BROOKVIEW 4 PR07RUDE ABOVE 7N£ SUB-GRADE AND ALL 0905 OR DEPRESS/ONS SHALL BE f7LL£D .l CT. SHADOWBROOK DR. Z WITH A fWE GRADE MATERIAL OF A OVAL/TY BETTER THAN 7HE NA77VE MATERAL. EXISTING SURVEY MONUMENTS: Z 0 12. IF THE ASPHALT CONCRETE IS 70 BE PLACED ON SUB-GRADE, A SOILS STER/LANT 4. INE CONTR4C70R SHALL POSSESS A VALID STATE CON7R4C70R'S LICENSE AND SHALL 41 2 W REG/S7ERED BY THE E.P.A. fOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED BE REQUIRED TO POSSESS A VALID CITY BUS/NESS LICENSE WH/LE PERFORMING WORK :6 Li AT THE AMNUFAC7URER'S RECOMMENDED RATE F)R 7N£ FULL PAVEMENT WIDTH PR/OR TO ON THIS PROJECT. t �" 75 PAVING. 5. 7H£ CON7R4C70R SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS R 7N� HEARTHS/DE CT. 13 £S77MATF OF OUAN7777ES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE PR/OR TO COMMENCEMENT OF ANY WORK COVERED BY 7HESE PLANS. i OF THE DEVELOPER, THE CON7RACTOR SHALL MAKE HIS OWN DETERMINATION OF CON57PUC7701V OUAN777YS BEFORE SUBMIT77NG A BID. ANY /TEM OF WORK REQUIRED BY 6. THE CONTRACTOR(S) AGREES THAT HE SHALL ASSUME SOLE AND COMPLE7F h g THESE PLANS WHICH /S NOT SPECIRCALLY L157ED /N THE L-57444 TF OF 064N7777ES SHALL RESPONSIBILITY FOR JOS SITE COND177ONS DURING THE COURSE OF CONSTRUCTION BE CONSIDERED AS INCLUDED IN THE 07NER ITEMS OF WORK. OF THIS PROJECT, INCLUDING THE SAfFTY OF ALL PERSONS AND PROPERTY. 7N/S ■ REQUIREMENT SHALL APPLY CONT/NUOUSLY AND NOT BE LIMITED TO WORK/NG HOURS QST OR. BUTTONWOOD = ■■ 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY CT Q FOR 7HE CORREC70N OF ERROR AND OM/SS/ON DISCOVERED DURING CON57RUCTION. 7. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER UTIL/TV OWNFRS'HIP UPON REQUEST THE RE-OU/RED PLAN REVIS/DNS SHALL BE PROMPTLY SUBMITTED TO IN£ HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, /N CONNEC77ON Z O 3 v W CITY ENGINEER FOR APPROVAL. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LABILITY ARISING STORM DRAIN. CITY of RANCHO CUCAMONG4 (909) 477-2700 t O FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. 10500 CMC CENTER DR/VE 2 v O 15. WORK SITE AND EXTERIOR S7R£ETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE; C J v ORDERLY STATE, THROUGHOUT C01VS7RUC770N. SITE SHALL BE CLEANED UPON REOUEST RANCHO CUC4MONG4, CALIFORNIA 91730 R 0 i �O qt THE INSPECTOR. 8. LOde CKMAN ASSOCIATES WILL PROVIDE ONE SET OF CON5IRUC770N STAKES FOR HOMESTEAD � THIS IMPROVEMENT PROLIECT. ANY ADD177ONAL STAKES REQUIRED SHALL BE 7HE_ S£W£R.• CUG4MONG4 COUNTY WATER D/S7R/CT ( )909 987-2591 BROOK DRNE V Q ! 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVA770N. RESPONS/B/L/TY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE W/7N THE 9641 SAN BERNARD/NO ROAD W � ENGINEER FOR ADD177ONAL STAKES. THE CON7R4CT0R SHALL NOTIFY LOCKMAN do RANCHO CUC4MONG4, CALIFORNIA 91730-0638 : Z _ ASSOCIATES AT LEAST FORTY-EIGHT (48) HOURS PR/OR TO ANY STAKING. a CH/NO BASIN MUNICIPAL WATER D/SIR/CT (909) 357-0241 ~ Z E . V SPEM A"ONS 9. C404SM& INFORMATION SHOWN HEREON /S FOR GENER4L INFORMA770N PURPOSES 9400 CHERRY AVENUE IA pRIV ! ONLY. SHOULD ANY DISCREPANCIES AR/SE /N THE HORIZONTAL LOC477ON OF THESE FONTAN,4, CALIFORNIA 92335 O m LIVE Q4K sem` 1.0 ALL WORK SHALL BE PERFORMED /N ACCORD4NC£ W/IN 1H£ STANDARD SPEC/f7C477 AS FOR PU8L/C WORKS CONS7RUC770N IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MG4P, THE FINAL MAP • �� ARBORGLEN DRIVE o (S.S.P.W.C.), 1997 EDITION, INCLUDING ALL SUPPLEMENTS THERETO AND THE 57ANL34R0 PLANS FOR PUBL/C WORKS SHALL GOVERN. ALL COIVSTRUC77ON STAKING FOR 7HE HORIZONTAL LOCATION OF WATER.• CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 � CONSTRUCTION, CITY OF RANCHO CUCAMONG4. THESE IMPROVEMENTS SHALL BE 84SED UPON THE RECORDED FINAL MAP. 9641 SAN BERNARD/NO ROAD i RANCHO CUC4MONG4, CALIFORNIA 91730-0638 Q 2.0 SUBGR40£ PREPARATIONS 10. UUAU7f10Y4/Z£D diG WES t USES THE ENGINEER PREPARING THESE PLANS WILL NOT = BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF CH/NO BASIN MUNICIPAL WATER D157PICT (909) 357-0241 2.1 ALL SUBGR4D£ PRE PARA 77ON SHALL BE DONE IN CONFORMANCE WITH SECTION 301-1 OF THE 5 S P.W C. THESE PLANS. ALL CHANGES TO 7HE PLANS MUST BE /N WRI771VG AND MUST BE 9400 CHERRY AVENUE fA Ub SHADOWGROVE DRNE SHADOWGROVE DR/VE APPROVED BY THE PREPARER OF 7HESE_ PLANS FONTANA, CALIFORNIA 92335 : e 2.2 ALL SUBGRADE PR£PAR47I0N SHALL BE PERFORMED UNDER THE DIREC77ON OF THE SO/LS ENG/NEER, AND CER77f7ED Z PR/OR TO THE PLACEMENT OF ANY BASE MATERIAL. 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIRC4770NS AND CONTRACTUAL METROPOLITAN WATER DISTRICT (909) 593-7474 T AGREEMENT. 700 NORTH MORE-NO AVENUE51 2.3 RELI77VE COMPAC77ON FOR 7H£ f7NAL PREPAR477ON OF 7HE STREET SUBGR4DE SHALL BE PERFORMED PURSUANT TO LA VERNE, CALIFORNIA 91750 SHEET 2 4 SEC70N 301-1.3 OF 7HE S S.P.W.C. 12. THE CON777AC70R'S A77FAIRON /S EXPRESSLY DIRECTED TO ALL 7HE REQUIREMENTS O 3.0 CRUSHED AGGRE54IF BASE MATERIAL AND PROVISIONS OF 7HE_ STATE OF 04LIFORN/A SAFETY RE-GULA7701VS. CONFORMANCE GAS: SOUTHERN CALIFORNIA CAS COMPANY (800) 427-2200 GLENA/RE COURT SPR/NGBROOK CT. SPR/NGBROOK DRIVE THERETO SHALL BE 57R/C7L Y ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT. 3.1 ALL CRUSHED AGGREG47F BASE M47ER/AL FOR S7REE7 IMPROVEMENTS' SHALL BE /N CONFORMANCE WI7H SEC77ON 301-2 £LEC77P/C. SOUTHERN CALIFORNIA ED/SON COMPANY (800) 655-4555 i (UN7REAT ED BASE) OF THE S.S P.W.C. 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXC4VA77ON OUTS/DE OF THE 7951 REDWOOD AVENUE • J/ PROJECT AREA UNLESS APPROVED OTHERWISE BY THE ENG/NEER. ALL AC/CONCRETE FONTANA, CALIFORNIA 92336 y 3.2 UN7REAlED BASE M47ERAL SHALL BE CRUSHED AGGR£G47F BASE UNLESS APPROVED 07HERW/SE BY 7NE CITY ENG/NEER, REMOVALS ARE TO BE DISPOSED OF OFF-SITE 4 t h S TREE T CYTY OF RANCHO CUCAMONGA. TELEPHONE.• GENERAL TELEPHONE COMPANY (800) 483-3000 CON JJ CRUSHED AGGREIG4 TE LL N 200-2 2 14. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL THE WORK; AND DIMENSIONS AT THE 34 THE RELATIVE COMPACON OF ALL EL0.5EAA[A1FRI4�LY WITH S NOT BO£ LESS THAN PERCENT (EXCEPT /N INE AREAS BACK JOB SITE BEFORE COMMENCING ANY PORT/ON OF THE WORK,• COMPARE AC77J4L CABLE: COMC4ST (909) 983-9895 COND17701VS WITH DRAW/NGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK /S TO BE 1205 DUPONT 57R£ET INDEX MAP PERFORMED, CHECK AND CONFIRM LOC477ON OF EXIS77NG STRUC7URES, EOU/PMENT AND ONTARIO, CALIFORNIA 91761 OF CURB) AND SHALL B£ CER77RED BY THE SO/LS ENG/NEER. UTILITIES WHICH M4 AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXIST/NG SITE COND177ONS. THE CONTRACTOR SHALL REPORT ALL MARKS CABLEWS/ON (909) 987-6275 N T S 4.0 ASPHALT CONCRETE PAVEMENT DISCREPANCIES TO THE OWNER'S ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 10808 FOOTHILL BOULEVARD 1120 RANCHO CUCAMONG4, CALIFORNIA 91730 4.1 ALL ASPHALT CONCRETE PAVEMENT SHALL COMPLY 077H SECTION 302-5 OF THE S.S.P.W.C. 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED /N 7#V (2) COURSES: THE BASE COURSE THICKNESS SHALL BE AS NOTED THE GENERAL PUBLIC FROM INJURY DURING THE EN77RE 77ME OF CONSTRUCTION- ON THESE PLANS AND SHALL BE 8-A*-4" AS SPEC/RED /N SEC7701VS 203-1, 20J-6.1 AND 203-6.3.2 OF THE S.S.P.W.C. AIA/NTA/N THE JOB S/7F /N AN ORDERLY, CLEAN MANNER THROUGHOUT 7HE COURSE OF THE TOP AND FINAL COURSE SHALL CONSIST OF A ONE (1) /NCH 7H/CK LAYER OF A?-A#-MW AS SPECIFIED /N S4/D WORK AND NOT BLOCK LEGAL EX/75 AND ENTRANCES- LEAVE WORK AREA CLEAN, FREE SECTIONS. OF DEBRIS AT THE END OF EACH DAY COMPLY WITH ALL APPLICABLE CODES. 4.3 PR/OR 70 THE PLACEMENT OF THE FINAL PAVEMENT COURSE AS SPEC/RED IN PARAGRAPH 32, A TACK C04T SHALL BE 16. ABBREM7701VS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SEC77ON 1-32 CONSTRUCTION /TEATS O/ANI"IFS PLACED PURSUANT TO SEC77ON 302-5.4 OF 774E S.S.P.W.C. /F SECOND COURSE OF AC IS PLACED W/IN/N 24-HOURS OF THE STANDARD SPEC/f7C477ONS FOR PUBLIC WORKS CONS7RUCT/ON (S.S.P.W.C.). OF THE FIRST COURSE OF AC, 7H£ TACK 004T MAY BE OM17TED. 17. CIRCLED NUMBERS (FOR EXAMPLE, O) REFER TO CON57RUCRON LEGEND NUMBERS O1 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA . . . . . . . . . 615 LF 5.0 PGt ZAAV CMW COVOP 7F - PORTLAND CEMENT CONCRETE (PCC) FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS STANDARD PLAN 104: W = 24' (INCHES) SHALL BE CLASS 520-C-2500 WITH A MAX/MUM SLUMP OF 3-INCHES AS SPEC/PIED /N S£CRON 201-1 OF THE S.S.P.W.C. 18. THE CONTRACTOR SHALL UNCOVER AND VER/FY 7HE LOC477ON AND DEPTH OF ALL PLACEMENT OF PCC SHALL COMPLY WITH SECTION 303-5.3 THROUGH SEC77ON 303-5.5.4, INCLUS/VE, AS SPECIRED /N THE EX/ST/NG U77L/TY LINES AND PUBLIC IMPROVEMENTS PR/OR TO EXCAVA77NG. THE S S.P.W.C. CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREG47F BASE. CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL 2 O REMOVE EX/STING AC PAVEMENT AND BASE COURSE. 5,488 SF U77LIREs: 0x1wR/SlJRD1NID1E7 C/rV AGENCY - O3 REMOVE EXISTING CONCRETE CURB AND GUTTER. 599 LF CORN£RPO/NT£ 85, LLC CITY of RANCHO CUCAMONGA O4 CON57RUC7' 4' INCHES 7H/CK P.C.C. SIDEWALK, W 4' . . . . . . . . PRIVATE STREET IMPROVEMENTS (INCHES) (FEET PER CITY OF RANCHO 1,865 SF 24005 VENTUIM BOULEYARD 10500 C/VTC CENTER DR/VE CUCAMONGA STANDARD PLAN 103, W= 6.0' OR W = 6.5' (FEET) WHEN NOTED ON PLANS C4LABASAS, CALIFORNIA 91302 RANCHO CUCAMONG4, CALIFORNIA 91730 TELEPHONE.- (818) 591-2500 TELEPHONE. (909) 477-2700 O5 CONSTRUCT 7' (INCHES) min. STAMPED COLORED P.C.C OVER 4' (INCHES) CRUSHED AGGREG47F 34SE 13 212 SF STAMP/NG PATTERN- CANYON STONE, COLOR.- SHADOW SLATE SHALL BE INTEGRAL TO CONCRETE MIX BENCHW RK Cl WL ENGINEER SOKS ENGINEER ( ADD MIXTURE - NOT A CONCRETE STAIN ) CITY OF RANCHO CUCAMONGA Os S4WCUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 724 LF CITY BENCHMARK No. 9 LOCKMAN � ASSOC/AYES INLAND FOUNDATION ENG/NEER/NG, INC. DESCRIPTION 0 F REVISION DATE APPROVED RAILROAD SP/KE /N POLE No. 97773E. LOCATED 10281-A TRADEMARK STREET 1310 SDU77-1 .SANTA FE AVENUE O7 ADJUST MANHOLE TO GRADE . 1 EA RA THE NORTEA N P Y CORNER OF 6th STREET RANCHO CUC4MONG4, CALIFORNIA 91730 SAN ✓AC/NTO, CALIFORNIA 9258J AND ARCH134LD AVENUE. TELEPHONE. (909) 944-6988 TELEPHONE. (909) 654-1555 O8 CONSTRUCT CURBS/DE DR4/N PER CITY OF RANCHO CUC4MONGA STANDARD PLAN 107-B . . . . . . . . . 1 EA CITY OF RANCHO CUCAMONGA ELEVA TION 1061.054 O9 CONSTRUCT CONCRETE CURB, TYPE A 1-6, PER CITY OF RANCHO CUC4MONG4 STANDARD PLAN 104. . . . . 333 LF 10 REMOVE AND RELOCATF EXISTING STREET LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 ENTRY GATE IMPROVEMENT PLANS 1 , PLAN 604 CONSTRUCT 3' HIGH MASONARY RETAINING WALL PER CITY OF RANCHO CUCAMONGA STANDARD . 118 LF FOR AMENDED TRACT N o. 15727-1 L/Sr OF STANDARD PLANS 12 REMOVE EX/S77NG CONCRETE SIDEWALK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11310 SF GOLDEN OAK ROAD - PRIVATE STREET 13 CONSTRUCT CONCRETE DR/VE TAA(R BCH, PER CITY OF RANCHO CUCAMONG4 STANDARD . . . . . . . . . . . 1 EA TITLE SHEET SND 4RO PLANS FOR THE CITY OF RANCHO CUC4MONG4, MAY 1992 ED1T7ON.• PLAN 101 TYPE C,• W = 36' FEET o QROf ESS/p�� 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL Underground Service Alert 104 CURB AND GUTTER-BARB/ER APPROVED BY: �, ( , DATE, !l FORE /I Z CITY ENGINEER /l1l -L�-��u � • , l s ��'��` R.C.E. 24953 107-8 CURBSIDE DRAIN � � i v0C231OG Call: TOLL FREE 5 a U m DESIGN PREPARED IN THE OFFICE OF RECOMMENDED o LOCKMAN & ASSOCIATES * Exp. 3/31/00 * LA.O. CONSULTMG eNcnr enaNo PLAWERs 10281-A TRADEMARK ST. RANCHO CUCAMONGA. CA. 1-800 k!+ 1 Q DWN. SHEET F f' C�V 1` O�\ TEL (909) 944-8988 FAX (909) 948-8508 422-4133 qlF 1r 1 `�� Q.A.O. 1 3 TWO WORKING DAYS BEFORE YOU DIG �F CA CHK. BY. CHARLES CKMAN R.C.E. 42485 DWG. NO. CXL DATE FEB 1998 FILE No. 95-3438 1628 PROJECT SHEET No. 69 OF 71 ` I , _F-f--T--_T-- AFOR E SCALE Tt t; HOR/Z. I'= 20' VERT. 1'= 4' r N NO P of L R R _ i - J 771 Ick � i - t-- 41 iii � •I- �i O 27. 6 r4.6 7' 2716' 0.7 ' 0.0 O.O fhvls, S R C CL rD 04 7 A 16 -- - _ i t Y I ' I f 11 1 .5' 2' 4111 1r 4 ' LUI 4t; N ry' ' `" Mdistis; AMabon j LI LI = 0 PD L 1 2 .6 g - 0 .14 _ -_�. f Al 2 106 5 `r Nr ,0 i ZO 1 ^ - i nl � ) 4 1 t t i I 1 f Ni O O O cr des O "1 O 6. , 1+ IW O.0 O.0 I - - �LDA5ff OAK aAA i -vm��'rnbS- - 2+00 3+00 4+00 5+00 CONSTRUCT STAMPED COLORED CONCRETE /N TN/S AREA GLENA/RE LOT 40 \ COURT PAD=1024.6 Q � A � � i / i � v LOT 49 D i S PAD=1027.1 LOT 39 � � � W Nr g � o, m = 'o N O PAD 1024.8 � �� + b `� � � �� oW �� � . . ��' a W 9 I w coNsrRucnoN MENS 1024.7 FS CIN VE rAOf-E 102.3..7 f3 0 10277 TW 1026..3 TW W o ' O H N ^ 1 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA 1022 7 TF - - - \W �o W ,� , o o h o o O o W V \ W 1 23 9 TF R L T O STANDARD PLAN 104: W = 24' (INCHES) � � O o .y "+ a '+ 2 REMOVE EX/ST1N A PAVEMENT �- G CAND BASE COURSE t! - I 180 00'00 4.00 12.57 --- O - N ti��Q I I �pP N _. _ _ 28•"52'59' 30.DO' 15. 72' 7.73' O REMOVE EXISTING CONCRETE CURB AND GUTTER 4 CONSTRUCT 4' (/NCHES) THICK P.C.C. SIDEWALK, W=4' (TET), PER C/TY OF RANCHO K 2852159' 50.DO' 25.21 12.881 O , =6.5 1 1CUCAMONGA STANDARD PLAN 103,• W = 6.0' OR W = 6.5 (FEET) WHEN NOTED ON PLANS 4 L 1128 42 50.00' 10.02 5.03 1 5 CONSTRUCT r (INCHES) min. STAMPED COLORED P.C.C OVEJ? 4 (INCHES) CRUSHED AGGREGA M N 9 �' 1022.04 TC M .31 07'17' 30.00' 16..30' 8.35' O STAMP/NG PATTERN- CANYON STONE, COLOR' SHADOW SLATE, SHALL BE NTEGR4L TO CONCRETE MIX E 5 1021.41 TC 1021.47 TC 5 1021..37 FL (ADD MIXTURE - NOT A CONCRETE STAIN J 02 O 0 - - - O- 20-9-1 - 1Q22 97 F- - - - N 31'07'17' 50.00' 27. 16 13.92 - - - - - - - SAWCUT 1021.02 2 3 6 12 I I ' L L 0 31'14'25' 50.00' 27.26' 1.3.98' ___ ___ 1020.35 FL J_ _ ___ 2 3 6 12 $ O ADJUST MANHOLE TO GRADE P 9 cis 1022.20 TC "s N W P 134 24'13' 8.00' 18.77 19.03' P (� I J JO w Q 1022.06 TC O CONSTRUCT CONCRETE CURB, TYPE A 1-6, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 o Z " I 1021.56 FL 1021.70 FL Q 22'47'54' 24.00' 9.55' 4.84' G O L - E /VN \� _ O I- I - O 1 I O A K R O A O 10 REMOVE AND RELOCATE EXISTING STREET LIGHT R 155'14"18' 2.50' 6.77' 11.39' 11 CONSTRUCT 3' HIGH MASONARY RETAINING WALL PER CITY OF RANCHO CUCAMONGA STANDARD 3+00 I \ 1021.73 TC 1021.80 TC 4+00 2 6 . O 2 6 1021.23 FL I 11021.30 FL S 12 22'51 24.DO' S. 19 2.60' PLAN 604 \ 1021.54 TC S I 1022.06 TC 102 .20 TC 1021.64 TC _ __ • 4 2TT�TL 1021.� FL 102�,ZQ Fl- T 18000'00' J. 9.42' 12 REMOVE E.l'/ST1NG CONCRETE SIDEWALK 1021.02 T 1 2 3 6 12 T "� N 1020.35 L ( L - _ -i K L - - - - - - _tOg1.*3 - - 1t72T.JtTC- - - - - - - - - 1021.41 TC 1020.93 FL 5 9 102,.03 FL �5 ^ 1020.91 FL 1021.97 1C PRIVATE STREET IMPROVEMENTS 1022.04 -L 1020.97 FL K � � 1021.37 FL � 1 K 9 W=6.5' 4 11 N �0?1 , . 0 k 7W 1 J (� N 1021 S 11021.1 FG a_► ►- f� �l1 v� to tv, �0 CITY pox Q p� s.oz _ DESCRIPTION OF REVISION DATE APPROVED b c� = CITY OF RANCHO CUCAMONGA � + W � � � O Z41 � v o + �: h � I` 4 , 1023.1 Fs � � _ � a � h � z�� �" � � G 1026.1 7W ^ - _1 N Q♦ N h C9 p U h ^ C) N tp a 1022.5 TF i / \ cV bo �,h N N ^ o o kj Q o r O `� tp r N ENTRY GATE IMPROVEMENT PLANS LOT 25 � _ � QQQ� ►, QQQQ ^ bww � aww �. .. � � hh� �,�,�, / � � \ \www+ ^ AAAA o o + .� + � 'o � �o"i 9 ' ` ` [2A '� ° 1021.73 TC 1021.80 TC FOR AMENDED TRACT No. 15727 1 PAD 1024.7 , \ \ h W www www _ 10 � 0 1021.23 FL 1021.30 FL GOLDEN OAK ROAD - PRIVATE STREET SPR/NGBROOK COURT `, GUARD fI�DUSE GRAD�IVG STA 3+21.39 TO STA 4+67.51 LOT 26 LOT 39 QROF Ess NOTE APPROVAL OF THESE PLANS DOES' NOT CONSTITUTE APPROVAL ��,� W�L BUR � APPROVED BY• � _ �7 � DATA = OF THE PRECISE GRAD/NG PLANS FOR THE GUARD HOUSE ,`�, C:) /,{ Underground Service Alert PAD 1024.5 PAD=1024.9 FACILITY fROM BUILDING AND SAFETY. TO BE ISSUED BY CITY ENGINEER v `��Cf (�Gtt j� L� [, R.C.E. 24953 OR� SEP[RA PERMIT. EF r „0 o Or. Z DESIGN PREPARED IN THE OFFICE OF RECOMMEND o Cell: TOLL FREE No. 485 LOCKMAN & ASSOCIATES U * ExI3( 3/31/00 * LA-0. coMsu�nMe EMen+eeRs AND PLAMMERS 1-800 D W N• 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. S H E E O F f. ^fV 1� �\ TEL (909) 944-6988 FAX (909) 948-8508 422-4133 9lF ��o� L.A.O. 2 3 OF CAL CHK. BY DWG. No. CHARLES W. �MA�NR.C.E. 42485 TWO WORKING DAYS BEFORE YOU DIG C•W•L• DATE FEB 1998 FILE No. 95-3438 1628 PROJECT SHEET No. 70 OF 71 .74. 1.9'_;, 14. 19. , + t + - -- - - - ._ . - - 7 -_. _ - -- - - - I M I I 1 qu On; Ul�b t MALE I V �! 1 oh r6 ! n I rb: w; C tpp I ! I I ' O, I f 1 i .: { I ' � { ' 4i �o;� �o I _- HOR/Z. 1 = 20' `r VLRT. 1'g 4' ' i I I h i j I v� t �' �u + �Vr• i + o i i j I i I i w l �u ,{j 'o +- --+-- I ET I I i I I I 1 I I I o f L r ° ! I o ► R-1. X I I- = t I - i i + Cal- to i i j i I 1 �VJS►4.1� j J ; - I- I � I � i � �� � 1 I I I � cp I -J-�--� -�- _.j_----� I -� p �---�- i i ;O • '� l O O W O c� I { 1 1 I1 1 I iKwl i -} � w ! I OI b i , 1 I ' I , , , w i , i t I i I O I O i w ! i ; ! I / I I I O O ! { ; N �. I i7 - ' ► I 1 (O w O I i w I ► ' ( ( O - V I - V - , -- -- - -- - -- - - -- - -- -I - -- �-- - - - - - - _ -i-- - -- - -- -- - - -- - - - - - i-� ^ - -- -fi o --- �- -� -- -- - - -- - --}-- - - t- -� -� -- - - - _ -- - }4 - - -- -- -- -- - I o k ICut*b _1_ +- -� -�- I �{ -- I - - - y bf Y C B 10.194 J j ► /? �, 4 j -i i1= i i I i I i i I t I t 1 I i I , , , , Ar I a I J1 -- -- ; - - r I _JJ_ fi + W W •. ; os I`ti I j I i i I h I I wi 1 w, I I N os I0 fit I - �_ -I - I O ! I } 4I 4 ' 4 O 8� C F DOUBLE VERTICAL SCALE - o Z1urb -JoA- I 23+00 24+00 rZy 25+04 26+00 27+00 WL y ROW �W f CURVF TABLE conrsrRUcnoN �s 44' .3a O R L T 6' 18' 2' 4' ' 4' O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA A 180'00'00' 8.00' 25. 13' -- STANDARD PLAN 104: W = 24' (INCHES) 8 12'48'09' 50.00' 11. 1/7" 5.671 O REMOVE EXIS77NG AC PAVEMENT AND BASE COURSE CONSTRUCT STAMPED COLORED CONCRETE• /N THIS AREA C 16'15'J7' 50.00' 14. 19' 7. 14' O REMOVE EX/S77NG CONCRETE CURB AND GUTTER o ; D 20'15'52' 27.00' 9.55' 4.83' 4O CON57RUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO oRA9 9p �G G� s`'� kg FS S 2 fS E 33.04'01' 27.00' 15.58' 8.01' CUCAMONGA STANDARD PLAN 10.3,• W = 6AY OR W = 6.5' (FEET) WHEN NOTED ON PLANS �' ( 10kk�kkQ 1QkkyQ 5 ;OAk•6A ���, 1104k9 F 90'00'00' 20.00' 31.42' 20.00' O CONS7RUCT 7' (INCHES) min. STAMPED COLORED P.C.0 OVER 4' (INCHES) CRUSHED AGGREG4TF BASE I I STAMPING PATTERN. CANYON STONE, COLOR. SHADOW SLATE, SHALL BE INTEGRAL TO CONCRETE M/X �O�s (ADD MIXTURE - NOT A CONCRETE STAIN ) D S4WCUr 1Oak k1, 9 9 A�k EG �,' o J D O W O8 CON57RUCT CURBSIDE DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-8 1Qk 1Qk 4' V A 6 rtv" Q O V m 9O CONSTRUCT CONCRETE CURB, TYPE A 1-6, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 / w � 6 �pw w h W SEC TION A - A S W N N O O� ^ ^ 4) h 10 REMOVE AND RELOCATE EXIS77NG STREET LIGHT GOLDEN OAK ROAD ^ N W �" h `° o .� h � O ,{. O h Q ♦ N '� i- '{• 'v O W 11 CONSTRUCT .3' HIGH MASON.ARY RETAINING WALL PER CITY OF RANCHO CU04MONG4 STANDARD h O PLAN 604 N. T.S. •1- W N h O N a h a '�' p 12 REMOVE EXISTING CONCRETE SIDEWALK Int = Sta 2.3+69.5.3 GOLDEN Qq/( RiGL40 N � N o N b w o y � o � � o ° O N � o N � o = Sto 1+00.00 Po /e/d Court PP O '� N h O 13 CON57RUCT CONCRETE DRIVE APPROACH, PER CITY OF RANCHO CUCAMONGA STANDARD (j06 1 C h C C O PLAN 101 TYPE C,• W = 36' (FEET) C Q ; 1044.06 TC --- -- - _ - --- D - ----- 43.39 FL - - - -- - W N _ I 2 3 6 5 1045.86 TC 5 1046.59 TC O G O L D E N 1 1044.96 TC 1045.24 TC ic,45.36 FL 2 3 6 1046.07 TC 1045.92 FL V 0 A K R O A D N w I N Oi172521' W 1044.46 FL 1044.74 FL A 1045.57 FL j ! - 24+00 2 6 O q � 25 °° A 9 A O 3 6 �6 ° � ��� ,� � '°4849 TC PRIVATE STREET IMPROVEMENTS 1045.79 TC 1 1047.82 FL 1044.89 TC 1045.17 TC 1046.07 TC 2 3 6 1043.39 FL 1044.67 FL 1045.29 FL 1044.67 FL 1046.59 TC 1046.73 TC k�. k�. A 1048 35 TC I 1044.06 -L g 2 3 6 hi 1045.92 FL 1046.06 FL \0 .�� 1047.68 FL 104J.J9 FL 1 � ` O O i PRN F - - F B h CITY PURL/C 8 h DESCRIPTION OF REVISION DATE APPROVED 1 4 B D W=6' 4 -h h g � " t W CITY OF RANCHO CUCAMONGA 4 'Zi � b N o I 1050.2 11Y N `V V 1045.2 F3 w 4! 1044.4 TF � � W � ,, O� i cp W� ^`^°.}, � cV O R)� h w 1054.2 7W o �. �. i% NN * * ,'S ENTRY GATE IMPROVEMENT PLANS w 1044.4 TF `� b ^^ �' �' { �� N N O h h Opo ooh W o +� cp co ►, O � O � h N N as � " 13 0o ry N o � FOR AMENDED TRACT No. 15727-1 GOLDEN OAK ROAD - PRIVATE STREET 60' � ° � h � o � n � �a hh STA 24+41.72 TO STA 28+86.57 I I I 30' 30' 1 1 1 I 8 QROF ESS/l 1 112'_ I 18' 18' 1 A o o ��4� S w1 LBUR APPROVED BY: - ;., , DATE- Underground Service /4i@rt P A R K S / 7 E � Off, � CITY ENGINEER t_ ' � � R.C.E. 24953 0�I;OR F yo POPPYF/ELD r" DESIGN PREPARED IM THE OFFICE OF RECOMMEN o. 42485 Z ;10 LOCKMAN & ASSOCIATES U Goy Call: TOLL FREE COURT * Exp. 3/31/00 * L.A.O. CONS TMG Eaon�Rs AND MAM"S 10281-A TRADEMARK 5T. RANCHO CUCAMONGA. CA. 1-800 Tract No. 15727-8 J'� CIV�L \Q DWN• TEL (909) 944-6988 FAx (909) 9as-8509 SHEE OF 422-4133 (Future) 9lF OF CA��� L.A.O. - -- 3 3 CHK. BY' DWG. No. CHA W. LOCKMAN R.C.E. 42485 TWO WORKING DAYS BEFORE YOU DIG CAL DATE f 1998 FILE No. 95-3438 1628 PROJECT SHEET No. 71 OF 71