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HomeMy WebLinkAbout1629 CITY or RANCHO CUCAMONGA GEWRA1. /MOTES RA/VCNO CIJCAMO/VG4 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUC4MONG4 STANDARDS AND THE STANLIARD SPECIFICATIONS FOR PUBLIC WORKS 6th STREET �T SyTF CONSTRUCT/ON - CURRENT ED/T/ON /NCLUD/NG ITS ANNUAL SUPPLEMENTS OF E S AMENDMENTS5, CONTRACTOR SHALL BE FAM/LIAR WITH AND SHALL BE RESPONSIBLE FOR O C) 4ADHERENCE TO THESE STANL14RDS AND SPECIFICATIONS.5TREETIMFROV, MENTFLAN Q % 2. ALL PIPELINES OR SUBS7RUCTUR£S OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN Z W V THE RIGHT-OF-WAY LIMITS OR /N AGUACENT AREAS WHERE IMPROVEMENT WORK /S To BE Z Q 15727-3DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED /N PLACE AS TRA 0 T MAP Now REQUIRED AT NO COST TO THE CITY OF RANCHO CUC41MON6A. 407 STREET 01101WR/SLAWWWR C/TY AGENCY J. ANY CONTRACTOR PERFORM/NG WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF Bir s�� CORN£RPOINTE 85, LLC CITY of RANCHO CUCAMONGA WITH THE SITE AND SHALL BE SOLEL Y RESPONSIBLE FOR ANY QAMAGE TO EX/577NG CUCAMONGA CFAC/LIT/ES RESUL TING D/ Y OR /ND/REY FROM HIS OPERATIONS, WHETHER OR �ord�o 24005 VENTURA BOULEVARD 10500 C/V/C CENTER OR/VE NOT SUCH FACILITIES AREE SHOWN ON THESESE PLANS Freewo C4LAAWSAS, CALIFORNIA 91302 RANCHO CUCAMONGA, CALIFORNIA 91730 7- TELEPHONE. (818) 591-2500 TELEPHONE. (909) 477-2700 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENG/NEER/NG DEPARTMENT PR/OR TO ANY ENCROACHMENT OR CONSTRUC77ON WITHIN 01V7A R`10 C/V1Y ENG/NEER SO&S ENG/IYWER ANY CITY OF RANCHO CUC4MONG4 EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PAVING STAKES LOCKMAN & ASSOCL4 TES INLAND FOUNDATION ENGINEERING, INC. SHALL BE SET A T ALL HINGE PO/NTS, EDGE OF PA VEMENT POINTS W/7N/N 0.01 FOOT OF 1T�/ 10281-A 7R40EMARK STREET 1310 SOUTH SANTA FE AVENUE `_ L i SUB-GRADE CLEVA7701V AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING VI`iINl 1 1 MAP RANCHO CUCAMONGA, CALIFORNA 91730 SAN ✓AC/NTO, CALIFORNIA 92583 l STAKES MAY BE REQU/RED BY CITY ENG/NEER AS NEEDED AT WARPED OR VERT/CAL CURVE SECTION 15, TOWNSHIP 1 S, RANGE 7 W, S.B.M. TELEPHONE (909) 944-6988 TELEPHONE- (909) 654-1555 AREAS N.T.S. 6. ALL SEWER, WATER ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS, MA/NS, OR a t h S T R E E T CROSS/NGS SHALL BE CONSTRUCTED PR/OR TO PAVING.. 7. COMPACT/ON TESTS of EM&INKMENT CONSTRUCT/ON, TRENCH SACKF/LL, COMPACT/NG IA x TO STREET Awwo mgww oRA WINGS ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO 7HE CITY OF RANCHO CUC4MO1VG4. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE PRI VA TE ENG/REEK'S NOTICE TO CONTRACTOR�SI SUBMITTED TO THE CITY ENG/NEER/NG FOR APPROVAL PR/OR TO THE PLACEMENT OF BASE SHEET 1 TITLE SHEET MATER/ALS AND/OR SURFAC/NG. 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN SHEET 2 TYPICAL STREET SECT/ONS AND KNUCKLE DETAILS 8. AT THE COMPLETION OF PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO THE INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN L CITY ENG/NEER. LISTING ALL TESTS OR DETERM/NAT/ONS COMPLETED TO VER/FY STABILITY HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SHEET 3 PLAN and PROF/LE - GLENA/RE COURT Sto 1+00.00 to Sto 6+83.40 ■ OIL CON7FNT AND GRAD477ON OF ASPHALT PAVING. UTILITY CONOU/TS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. 9. PR/OR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBM/TIED TO THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT SHEET 4 PLAN and PROF/LE - SHADOWGROVE DR/VE, Sto 1+00.00 to Sto 7+91.50 THE CITY ENG/NEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY- R- TF SA/D UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION /N VALUE, SIEVE ANAL K515 AND SAND EOU/VALENT OF AGGREG4TE BASE. CONNECT/ON W/TH THE L/M/13 OF THIS PROJECT. SHEET 5 PLAN and PROF/LE - HEATHERBROOK PLACE, Sta 1-,L35.31 to Sto 6+19.04 POPPYF/ELD COURT 10. PAVING SHALL BE PERFORMED /N ACCORDANCE WITH IF-VALUE AND PAVEMENT TESTS 2. EX/STING UT/LIT/ES SHALL BE MAINTAINED /N-PLACE BY THE CONTRACTOR, UNLESS SHEET 6 PLAN and PROF/LE - HOMESTEAD DR/VE, Sto 1+00.00 to Sta 4+67.02 TAKEN TO DETERM/NE STYUCTUR4L SEC770NS. OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EX/ST/NG UT/L177ES NOT PLAN and PROF/LE - SWEET RAIN PLACE, Sto 1+45.00 to Sto 3+20.00 THI COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECT/ON OF 11. WHEN IMPROVEMENTS' ARE TO BE PLACED ON NATIVE SOIL WH/CH CONSISTS' OF A THE RESPECT/VE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. 44 ROCKY MATER/AL, THE SUB-GRADE SHALL BE PREPARED BY REMOVNG ALL ROCKS WH/CH BROOKKEW J PROTRUDE ABOVE THE SUB-GRADE AND ALL VO/DS OR DEPRESS/ONS SHALL BE FILLED J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, IF ANY, 44 CT SHADOWBROOK DR. Z WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. EX/ST/NG SURVEY MONUMENTS: /IVDIEX TO STORA/ D1RA/N ORA W1NGS /OMg Na 16280/ 2 O 12. IF THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SO/LS SIFR/CANT 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CON7RACTOR'S LICENSE AND SHALL k4 Q REG/STERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED SHEET 1 of 17 TITLE SHEET v AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO BE REQUIRED TO POSSESS A VALID CITY BUS/NESS LICENSE WH/LE PERFORMING WORK � W ON THIS PROJECT. t � PAVING. SHEET 7 of >3 10 REVS/ON.• PLAN and PROF/LE - SWEET RAIN PLACE STORM DRAIN N/NG 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REOU/RED PERM/IS B HEAR7HS/DE CT. 13. ESTIMATF OF OUAN17TIES /S PROVIDED BY THE ENG/NEER ONL Y FOR THE CONVENIENCE PLAN and PROF/LE - SHADOWGROVE DR/VE STORM DRAIN OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERM/NAT/ON OF PR/OR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS W CONSTRUCT/ON QUANT/17ES BEFORE SUBMITTING A B/D. ANY ITEM OF WORK REOU/RED BY SHEET 12 of 13 0 REVS/ON- STORM DRAIN LA7FRALS C-25, 26, 27, 28 and 29 g THESE PLANS WH/CH /S NOT SPECIRC4LLY LISTED /N THE ESTIMATE OF OUAN1777ES SHALL 6. THE CONTRACTOR(S) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BE CONSIDERED AS INCLUDED /N 7HE OTHER 17FMS OF WORK. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON , c� OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. TH/S ' 74. STREET SIGNS PER CITY OF RANCHO CUC4MONG4 STANDARD NUMBER 401 SHALL BE REOUIREMENT SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED To WORK/NG HOURS. OLD POST Off BUTTONWOOD 2 ' T CT. Q CONSTRUCTED AT EACH /NIFRSECT/ON. 7. THE CONTRACTOR SHALL DEFEND, INDEMN/FY, AND HOLD THE OWNER AND ENG/NEER UTILITY OWwERSimp r- jv �v v SHEET 6 p � 2 15.. CITY APPROVAL OF PLANS DOES NOT REL/EVE 771E DEVELOPER FROM RESPONSIBILITY HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, /N CONNECT/ON 2 O o p FOR THE CORREC7701V OF ERROR AND OMISSION DISCOVERED DURING CONS7RUCT/ON. WITH THE PERFORMANCE OF WORK ON THIS PRGVECT EXCEPT FOR LIABILITY ARISING STORM DRAIN: CITY of RANCHO CUCAMONGA (909) 477-2700 'K O UPON REQUEST 7HE REQUIRED PLAN REVISIONS SkALL BE PROMP7LY SUBMITTED TO THE FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. 10500 C/VTC CENTER DR/VE 4 C0 A# j v CITY ENGINEER FOR APPROVAL. RANCHO CUCAMONGA, CALIFORNIA 91730 -4 O pR �n y QQ -+ 8. LOCKMAN do ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCT/ON STAKES FOR HOMESTEA V� 'K 16. WORK S/7F AND EXTERIOR S7REETS SHALL BE /N A MEAT, CLEAN, HAZARD FREE, TH/S IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQUIRED SHALL BE THE SEWER: CUC4MONG4 COUNTY WATER DISTRICT (909) 987-2591 -4n BROOK OR/VF � ORDERLY STATE, THROUGHOUT CONS7RUCT/ON. SITE SHALL BE CLEANED UPON REQUEST RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 9641 SAN BERNARD/NO ROAD k4 ENG/NEER FOR ADD17IONAL STAKES. THE CONTR4CTOR SHALL N077FY LOCKMAN do RANCHO CU04MONG4, CALIFORNIA 91730-0638 O OF THE INSPECTOR. 2 a = ASSOCIATES AT LEAST FORTY-E/GHr (48) HOURS PR/OR TO ANY STAKING. V 17. CONTACT ALL UTILITY COMPANIES AS REOU/RED, 48 HOURS PRIOR 70 EXCAVA770N. CH/NO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 ~ 1 Z vE ■ Qt 9. C4DASTRAL INFORMATION SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES 9400 CHERRY AVENUE 1A ONL Y. SHOULD ANY DISCREPANCIES AR/SE /N THE HORIZONTAL LOC4TION OF THESE FONTANA, CALIFORNIA 92335 SHEET ,5 O o LIVE OAK y ARBORGLEN DR/VE PRIVATE STREET �2 IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP o RANCHO CUCAMONGA, SHALL GOVERN. ALL CONSTRUCT/ON STAKING FOR THE HORIZONTAL LOC47701V OF WA MER, CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 $/5/ j 4 G.��+A QRS THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. 9641 SAN CROAD o SPW 4MONCALIFORNIA 91730-0638 10. 1hVA/lr/aY 2FD CHAMES t LSEX THE ENGINEER PREPARING THESE PLANS WILL NOT Z r [ I - 1.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH THE STANQ4R0 SPEC/FTC47TONS FOR PUBLIC N40RKS CONSTRUCTION BE RESPONS/BLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF CH/NO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 (S.SP.W.C.), 1997 EDITION, INCLUDING ALL SUPPLEMENTS THERETO AND 7HE STANDARD PLANS FOR PUBLIC WORKS THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRIT/NG AND MUST BE 9400 CHERRY AVENUE ZA Z SHADOWGROVE DRIVE ! SHADOWGROVE DR/VE CONSTRUC770N, CITY OF RANCHO CUG4MONG4. APPROVED BY THE PREPARER OF THESE PLANS FONTANA, CALIFORNIA 92335 2 2.0 SUBGRADE PREPARATIONS 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTR4CTUAL METROPOLITAN WATER D/STR/CT (909) 593-7474 '^ SHEET 6 AGREEMENT 700 NORTH MORENO AVENUE 2.7 ALL SUBGRADE PREPAR47701V SHALL BE DONE /N CONFORMANCE WITH SECT/ON 301-1 OF THE S.S.P.W.C, LA VERNE, CALIFORNIA 91750 :;�! 22 ALL SUBGRADE PREPARATION SHALL BE PERFORMED UNDER THE DIRECTION OF THE SO/LS ENG/NEER, AND CER77RED 12. THE CONTRACTOR'S ATTENTION IS EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS GAS SOUTHERN CALIFORNIAGAS COMPANY 800 427-2200 6L ENA COURT SPR/NGBROOK CT. SPR/NGBROOK OR/VE PR/OR TO THE PLACEMENT OF ANY BASE MATER/AL. AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY REGULAT/ONS. CONFORMANCE ( ) p THERETO SHALL BE STRICTLY ENFORCED DURING THE ENT/RE LIFE OF THE CONTRACT. ELECTR/CC, SOUTHERN CALIFORNIA ED/SON COMPANY (800) 655-4555 p 2.3 RELATIVE COMPAC77ON FOR 7HE FINAL PREPARATION OF THE STREET SUBGRADE SHALL BE PERFORMED PURSUANT 722 SHED SECTION 301-1.3 OF THE S S P.W.C. 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTS/DE OF THE 7951 REDWOOD AVENUE • ;' PRO✓ECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENG/NEER. ALL AC/CONCRETE FONTANA, CALIFORNIA 92336 - 3.0 CRUSHED AGGREGATE BASE MATER/AL REMOVALS ARE TO BE DISPOSED OF OFF-SITE. 4 f h S T R E E T TELEPHONE. GENERAL TELEPHONE COMPANY (800) 483-3000 J1 ALL CRUSHED AGGREGArE BASE MATERML FOR S7REET IMPROVEMENTS SHALL BE /N CONFORMANCE WITH SEC77ON 301-2 14. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AND MENS/ONS AT THE 32 UNTREATED BASE MATER/AL SHA BE CRUSHED AGGREGATE BASE UNLESS APPROVED 07NERW/SE BY THE CITY ENG/NEER, JOB SITE BEFORE COMMENCING ANY PORT/ON OF THE WORK,• COMPARE ACTUAL CABLE: COMC4ST (909) 983-9895 CONDITIONS WITH DRAWINGS TO ASCERTAIN COND177ONS UNDER WH/CH WORK /S TO BE 1205 DUPONT STREET INDEX MAO PERFORMED, CHECK AND CONFIRM LOCATION OF EX/ST/NG STRUCTURES, EOU/PMENT AND ONTARIO, CALIFORNIA 91761 CITY OF RANCHO CUCAMONGA. UT/LIT/ES WH/CH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL MARKS C4BLEV/S/ON (909) 987-6275 3.3 CRUSHED AGGREGATE BASE MATERNAL SHALL COMPLY WITH SECT/ON 200-2.2 OF THE S.S.P.W.C. ACCEPTANCE OF EX/STING SITE COND/T/ONS. THE CONTRACTOR SHALL REPORT ALL ARK FOOTHILL BOULEVARD x{120 N.T.S. DISCREPANCIES TO THE OWNER'S ENG/NEER PR/OR TO THE COMMENCEMENT OF WORK. RANCHO FOOTHILL RGA,BOULEVARD 91730 J. THE RELATIVE COMPACT/ON OF ALL BASE MATERNAL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT /N THE AREAS 34CK 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PR07FCT AND SAFEGUARD WORKERS AND OF CURB) AND SHALL BE CERT/PIED BY THE SOILS ENG/NEER. THE GENERAL PUBLIC FROM /N✓URY DURING THE ENTIRE TIME OF CONSTRUCT/ON,• 4.0 ASPHALT CONCRETE PAVEMENT 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 4.1 ALL ASPHALT CONCRETE PAVEMENT SHALL COMPLY WITH SECT/ON 302-5 OF THE S.S.P.W.C. OF DEBRIS AT THE END OF EACH DAY, COMPLY WITH ALL APPLICABLE CODES. 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED /N TWO (2) COURSES. THE 34SE COURSE THICKNESS SHALL BE AS N07FD 15 ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECT/ON 1-3.2 COWS'M( CrION /TENS f5ta r/17 Dr&#jj Q(/ANT/TEES CONSTRUCTION /7FS WANT7T/ES ON THESE PLANS AND SHALL BE BAR-40m AS SPECIFIED /N SECT/ONS 203-1, 203-6.1 AND 203-6.3.2 OF 7HE SSP.W.C. OF THE STANDARD SPEC/F/CAT/ONS FOR PUBLIC WORKS CONSTRUCT/ON (S.S.P.W.C.). THE TOP AND FINAL COURSE SHALL CONS/ST OF A ONE (1) /NCH THICK LAYER OF 02-ARS-40m AS SPECIFIED /N SAID Sheets 1 7 � 12 of 1.3 for the s£crioNs 17. CIRCLED NUMBERS (FOR EXAMPLE, O) REFER TO CONSTRUCT/ON LEGEND NUMBERS. See 0 Rews%on t0 Drawing No. 16280, O1 CONSTRUCT 3 (INCHES) min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREG4TE BASE. . . . . . . . . 90,030 SF Ions Storm Oro%n System t0 be constructed %n conjunction with these . 4.3 PR/OR TO INC PLACEMENT OF 7HE FINAL PAVEMENT COURSE AS SPECIFIED /N PARAGRAPH 32, A TACK COAT SHALL BE 78. THE CONTRACTOR SHALL UNCOVER AND VER/FY THE LOCATION AND DEPTH OF ALL P OPLACED PURSUANT TO SECT/ON 302-5.4 OF THE S.S.P.W.C. /F SECOND COURSE OF AC /S PLACED WITHIN 24-HOURS 2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA . . 4,960 LF OF THE FIRST COURSE OF AC, THE TACK COAT MAY BE OM/TIED. EX/ST/NG UTILITY LINES AND PUBLIC IMPROVEMENTS• PR/OR TO EXCAVATING. THE O4 CONSTRUCT 36-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS . . . . . . . . . . . . . . . . . . 222 LF STANDARD PLAN 104: W = 24' (INCHES) CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL 5.0 Pa?MAND CEMW C VOM7F - PORTLAND CEMENT CONCRETE (PCC) FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS UTILITIES. O6 CONSTRUCT 24-INCH RCP, D-LOAD AND LENGTH AS INDICATED ON PLANS . . . . . . . . . . . . . . . . . . 343 LF O CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . 890 SF SHALL BE CLASS 520-C-2500 WNTH A MAX/MUM SLUMP OF 3-INCHES A6 SPECIFIED /N SECTION 201-1 OF THE S.S.P.W.C. STANDARD PLAN 106-A PLACEMENT OF PCC SHALL COMPLY WITH/ SEC77ON 303-5.3 THROUGH SEC77ON 303-5.5.4, INCLUSIVE, AS SPECIFIED /N THE O7 CONSTRUCT 78-INCH RCP, D-LOAD = 1000-D AND LENGTH AS INDICATED ON PLANS. . . . . . . . . . . . 108 LF OCONSTRUCT HAND/CAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA . BEA S.5 P.W.C, CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GU7TER SHALL BE PLACED UPON CRUSHED AGGREGATE BASE.5 O8 CONSTRUCT CURB OPEN/NG CATCH BAS/N PER STANDARD PLAN 300, OF THE CITY OF . . . . . . . . . . . . 5 EA STANDARD PLAN 102.• X = 5' (FEET) L = 8' (FEET) RANCHO CUCAMONGA STANDARD PLANS, W AS INDICATED ON PLANS. CONSTRUCT LOCAL DEPRESS/ON PER STANDARD PLAN 307, OF THE CITY OF RANCHO CUCAMONGA STANDARD PLANS O6 CONSTRUCT CATCH BASIN LOCAL DEPRESS/ON, CASE AS INDICATED, PER CITY OF BEA �U SSI BENCHMARK O ` �� 2 CONVERT TO PRIVATE STREET PER DR 98-16 9 CONSTRUCT MANHOLE No. 1 PER STANDARD PLAN 318, OF THE CITY OF RANCHO . . . 2 EA 12 INSTALL R 1 C STOP SIGN AND POST PER C/7Y OF R4NCHO CUCAMONGA C Y CITY OF RANCHO CUCAMaWA CUCAMONGA STANDARD PLANS. O STANDARD PLAN 401 5 �`` ���5 (`� DESCRIPTION OF REVISION DATE APPROVED BENCHMARK No. 9 .� 12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER STANDARD PLAN 331, OF THE CITY OF . . . . . . . . . . . . 3 EA RAILROAD SPIKE /N POLE No. 97773E. LOCATED CUCAMONGA STANDARD PLANS. 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . . . . . . . . . . . . 6 EA AT THE NORTHEASTERLY CORNER OF 6th STREET C485m AND ARCH/BALD AVENUE. VALUES for A, B, C, and D AS IND/CATED ON PLANS. CITY O F RANCHO CUCAMONGA 14 PA/NT 'STOP' PAVEMENT MARK/NGS WITH 8' (FOOT) HIGH LETTERS AT 8' (FEET) 4 EA � ELEVATION.- 1061054 O FROM STOP BAR AND PA/NT 12' (INCH) WIDE STOP 34R CONFORMING r0 THE 04LTR4NS exp 3 /0,0 UN/FORM TRAFFIC CONTROL DEV/CES MANUAL, PART 111 - MARK/NGS STREET IMPROVEMENT P L A N S� 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO . . . . . . . . . . . 19,245 SF ��Q7T\_�f _ �j� EX/STING SURVEY A/ONUJIENTA TION CUCAMONGA STANDARD PLAN 103 �s nF �. F` O R (PRIVATE) I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . . . . . 5 E4 LIST OFSTAAVARO PLANS THAT COULD BE DISTURBED BY THIS PROJECT ALL S4/D MONUMENTS WHICH STANDARD PLAN 134 QRpF TRACT N O. 15727-3 CURRENTLY EX/ST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONC4 . . . . . . . . . . . . . . . . . 61 EA ESS/O Q %, STANDARD PLANS FOR THE CITY OF RANCHO CUC4MON64, MAY 1992 EDITION- AS FOLLOWS. STANDARD PLAN 101: W = 16' (FEET) OR AS /ND/04 TE0 ON PLANS ��' � w• BRp44 TITLE SHEET 101 DRIVE APPROACH do SIDEWALK �p LANA $� 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET . . . . . . . . . . . . . . . 21 EA 00 � 702 HAND/CAPPED ACCESS RAMP NOME �� A �` LIGHT/NG STANDARDS (paid for by developer, instal%d by SCE) ! APPROVED BY: /' , DATE �r Underground Service Alert �, o 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL 'yl��, No. 55361 CITY ENGINEER �ti 1 R.C.E. 24953 O 20 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A . . . . . . . . . . . . 2 EA Ex 1 0 FORE pG 104 CURB AND GUTTER-BARRIER `rte � y � �° * P' 2� * DESIGN PREPARED IN I,TFIE OFFICE OF RECOMMENDED o Call: TOLL FREE 106-A CROSS AND LONGITUDINAL GUTTERS 21 REMOVE WOOD BARR/C40E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA LOCKMAN & ASSOCIATES Ex 6 30 00 �Q D.L.M. CONS � TWO eNoRS AND PLAW4M* ' 3'/L.911 131-A WOOD BARRICADE DATED. 3_/('0 -96 P' 26 INSTALL STREET TREE. SEE NOTES ON SHEET 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 EA ql �V��' �� 1-800 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS Rono/d A. Musser, L.S. 4230 4K * OF CA'\_ DWN• 10TEL (909)A944-6988MARKT R FAXN(909) 94CUCAMONGA, 8508 SFK9T OF 307 LOCAL DEPRESS/ONS AT CATCH BASINS `rl LS 4230 D.L.M. 1 6 422-4133 401 STREET NAME SIGN / SIGN POST INSTALLATION 9l�' �(�0�� CHK. BY: 1\ DWG. NO. OF CAS ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE DEC 1997 FILE No. 95-3438 1629 PROJECT SHEET No. OF P SCALE 1 " = 20' > J 17 O K Pi-ACE E W J EA rNERBR O o H 0' 20' mom W 60' 1F + ry o . 0 SCALE ��, ,r 1 „ = 20' + 18 o 12' iF Int = Sta 1+00.00 Homestead Drive c O, 20, = Sta 6+59. 11 Heatherbrook Place 15 15 14 2 1 W 2 1 29 o 67 TC �� -p2 Q `� - = > "N/4 � - _ ��56•,991 n � w ^ CrOW 0 11G N •' �I�E " Tro�srfion 2+00 Q 0 + fe L4 4 0 0 1 1 2 to — -------------- Jo��� 4 .. .. � � .O Sta +78•2 R ,7 0�g / at 19.55 I 0 Sta 6+19.04 BC 1p29.13 15 0 ^' X 6 2 at 27. 12' L T0, G� 1029.40X ��k 42 o �4. 01� +35.3 1 EC lc o � 14 Sto 1 1J of 2 7. 12RT 1 � \ �G 7t. 026.B4 \ 1.5 \ hg Sta 5+76. 11 EC1x 0 of 19.55' L T �0�9 o �j6)1 o Sta 5+58.40 BC ���, I 2 �pM roti 1pti o� 1 6 gt7 2+00 b 102 -/- -k - T - - + - - - rk 3�ition A14 �G �� ✓ F Cr wn Tra 1y �, Tc 1026.51 TC 0 0�6 106• 106• �� 'oma k ��6�9 1 — — Q 15 2 2 . PRIVATE STREET /2\ 6 d i V W 1717 m � 10 Int = Sta 1+00.12' 1r I00 Heatherbrook Place `� h Qi = Sta 1+00.00 Shadowgrove Drive �o10.1 20 HEA THERBROOK PL A CE j � 1 13 o KNUCKLE DETA/L KNUCKLE DETA/L Homestead Drive and Shadowgro ve Drive and Heatherbrook Place Heatherbrook Place CONSTRUCT/ON ITEMS STREET TREE NOTES — R/W RIW Ol CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE W/TH CITY STANDARD PLAN NO. 510. 6�Y � �" 2 CONVERT TO PRIVATE STREET PER DR 98-16 O2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORD/NG TO CITY STANDARD PLANS 12" 36' 12' STANDARD PLAN 104: W = 24' (INCHES) Nos. 502 AND 505, AS PROXIMITY TO HARDSCAPE DICTATES. - "1 j 1 DESCRIPTION OF REVISION DATE C Y 15 CONSTRUCT 4' (INCHES) THICK P,CC SIDEWALK, W=4' (FEET), PER CITY OF RANCHO J. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 1 �e ' APPROVED CUCAIWON64 STANDARD PLAN 10.3 BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXIC/TIES OR NUTRIENT CITY O F RANCHO C UC A M O N G A DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE C/TY INSPECTOR. AC PAVEMENT- C 1 V 1 L 4. ALL STREET TREES ARE SUBUECT TO INSPECT/ON AND ACCEPTANCE BY THE ENG/NEER/NG 114' PER FOOT SLOPE I ,� 1 1/4' PER FOOT SL OPE ��F DIVISION. , 1.7,T _� STREET IMPROVEMENT PLANS 5. STREET TREES ARE TO BE PLANTED PER PURL/C IMPROVEMENT PLANS ONL Y. FOR TRACT No. 15727-3 (PRIVATE 15 15 S/W2 'COMPACTED SUBGRADE CRUSHED S/W FESS/q�� TYPICAL SECTIONS AGGREGATE BASE 2 BRD AND DETAILS TYPE STREET NAME BOMN/CAL/COMMON NAME QTY. SPACING SIZE OO�Q� �; l� APPROVED BY: DATE Underground Service Alert A GLENA/RE COURT CERCIS OCC/DENTAL/5/WESTERN REDBUD 22 20' O.C. 15 GAL. A /'/ - �F Y / TYP/CAL STREET SECT/ONrA EXNo.12/31/PO 25361 O CITY ENGINEER .�. C ' (eV41 d,l R.C.E. 24953 B SHADOWGROVE DRIVE LAGERSTROEM/A INDICA CREPE MYRTLE 22 20' O.C. 15 GAL. 0 ooE �� * P / / * DESIGN PRF-PADrri W HE OFFICE OF RECOMMENDED o Call: TOLL FREE C HEATHERSROOK PLACE RHUSLAINCEA/AFR/CAN SUMAC 26 20' 0.C. 15 CAL. LOCA1. IN STREETS Z QLOCKMAN & ASSOCIATES , TV 1'�- C �\ D.L.M. CONSUMLTMG ENGNEERS AND PLANNERS D HOMESTEAD DR/VE LAGERSTROEM/A /ND/CA/CREPE MYRTLE 13 20' O.C. 15 GAL. N. T.S. �� 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 OF C A_\� DW N• TEL (909) 944-6988 FAX (909) 948-8508 SHE T 0 F E SWEET RAIN PLACE RHUSLANCEA/AFR/CAN SUMAC 12 20' O.C. 15 GAL. D.L.M. A 422-4133 TL=5O >, U • Qjj� CHK. BY: I� DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. I DATE DEC 1997 FILE No. 95-3438 1629 PROJECT SHEET No. Z OF �� t � pc on Fu V 9EE W 69- HOAM. 0 C,ffb i4 4 4 4:a VERr 11F= 81 vf- 11CVM -Ts VA 74 dw rz x 7-1 i IZ, 11:� Az " O -T- rib 57 53 On 6 i4---6 M2 i ur Cu iL V2 -� - o r- - _ - - _ �D It t - - A- -4- 4— T 1+ Nt, A) tA -Aarb -T* f 4 • Ts. MAP 401/ N 0- 5 4 4-- -R *)F o - 4 A— t—A, 4— --t 6` C.F. DOUBLE MFR77CAL SCALE i3k- i Ll 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PRI VAT E STREETA2 CONSMUC770N ITEMS CONSTRUCT -r (INCHES) min. AC PAVEMENT OVER 4- (INCHES) CRUSHED AGGREGATE BASE CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA SCALE See Dr&Wng No 1628 STANDARD PLAN 104: W = 24' (INCHES) Sheet 3 of 12 CONSTRUCT HAN0104PPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 1 # 40' Golden 08* Road STANDARD PLAN 102: X = 5' (FEET) L = - (FEET) CONSTRUCT 047CH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF RANCHO CUCAMON64 STANDARD PLAN J07 411 26 Sweet R&Ih Pbce Xr ar @ INSTALL RI 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA 25 9 23 QZ 44 43 42 41 24 J01 J01 ). 26 O 17 s 13 INSTALL STREET N ME S/GHS PER C/TY OF RANCHO CU04MONGA STANDARD PLAN 401 17 6 26 N. a 'K PAINT 'STOP' PAVEMENT U41RKINGS W17H 9- (FOOT) HIGH LETTERS AT e (FEET) 1� 6 17 12' 18' 18' 12' ;K, q) N ZK3 CN4 'K 19 "K 26 27 UN/FORM TiAf-f-IC CONTROL DEVICES MANUAL, PART MARKINGS 1+ ZK % I I I I I I 'I FROM STOP BAR AND PA/NT 12' (INCH) W/DE STOP BAR CONFORMING TO THE CAL TR4N5 26 'Ri C5 ;t: ul 11 1 11 1-1 1 IN N 'K N --j 'K 1927 4- 'b I I - I N .a:. I � 1-1 , 4b 14 'K N 'K Y,. ',K CONSTRUCT 4- (INCHES) THICK P C C SIDEWALK, W=4' (FEET), PER CITY OF RANCHO %j A N CUCAMONG4 STANDARD PLAN 103 1-2 90 q) lb -a 19 g rcll LM N INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA sta, 1*45.00 ECRh 12 SHEET 8 of sto 1+45.00 8CR STANDARD PLAN I-34 I ?bn- Z-nj B DRIV CONSTRUCT CONCRETE E APPROACH PER CITY OF RANCHO CUC4MONG4 Lo a3 B �--dN A STANDARD PLAN 101: W = 16' (FEET) OR AS /ND/GATED ON PLANS INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CU04MONG4 STREET 4 1 . • N CC 2 17 f 0 0 LIGHTING STANDARDS R-1, 4\ 5 6J- 6-3j"D 1., 26 INSTALL STREET FREE. SEE NOTES ON SHEET 2 1 3+00 4* _7+00 00 +00 6* 0 12.761 0— 89-5245- 14 i I B -4 1 -SS AW on cbrb A 1*00 f Q 16 2 0 11 - W-- n4i A 10.qu 699�� C4- L)n 1 11 \A E 1Q, k N (4 W04 15 N 15 'K > 1+ '-K ',K 17 % a. 'K ZSK q, 29 FES LTJ 'K • CONVERT TO PRIVATE STREET PER DR 98-16 / o t + �o �, °' N o ~ o o `� o a - 1K 1:1 L Lot B* V4 I Y oft (6 DESCRIPTION OF REVISION DATE APPROVED to r\ N t3 @) g37 25 // h o ni 36 N 26 17 35 17 32 & 19 17 17 33 eil; CITY OF RANCHO CUCAMONGA �s Int = sto j+72.95 aawRE couRr N 'K -j 34 ',K 6i 31 = Sto 1+00.00 Sweet Rain PYace w 38 17 (17) 39 @ 11+'1 22' 1 22' 111' CIVI STREET IMPROVEMENT PLAN 26 30 68" GL E/VA /RE C OURT FOR TRACT No. 15727-3 (PRIVAT Golden 0&* Road GLENAIRE COURT CURMF TABLE See Drswing No 1624? @) Shoot .9 of 12 • STA 1+00.00 TO STA 6+83.40 0 APPROVED BY: DATE rC Zf2 Underground Service Alert A 210.00'00' 38.001 I39.281 141.821 No. 55361 CITY ENGINEER R.C.E. 24i53 �-QR E B 75'0iY00' 112.001 29.J21 14.751 Exp. 12/" ca DESIGN PREPARED HE OFFICE OF RECOMMENDED o Call: TOLL FREE C 90'00/00' 27.001 42.411 27001 4�p D.L.M. LOCKMAN & ASSOCIATES -/4. �9 1 01VO- CO#49 TWO EN43INEERS AND PLANNER: 2:.v -1 470410J' 482.00/ J95.951 209.921 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 1-800 D OF W,\� DWN. TEL (909) 944-R69W FAX (909) 948-85M, SHEEf OF 422-4133 E 11'1 0"16' 518.001 100.9-91 50.661 D.L.M. 3 6 -- L ti -90'00/00- 1 27.00' 1 42.41' 27.00 CHK. BY: DWG. No. ROBERT W. BROWALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.R- DATE DEC 1997 FILE No. 95-3438 1629 PROJECT SHEET No. 3 OF T- -4- On �un 1 Tt t F-t-t- PAMOOKE WALL I - 1% A'� i4 4 4 4 HORIZ. 1 40 ------ VERT. I +f iYORTHI RL C YRA I— T- znz 41 I Q N 60 T t L �41.--.. aj 7 7 f (M SUPWE' at + R= -0 ca �4 10, + Vii``- - �"— -- -i� _� �__ GAOUMD at LI=4, 4, N J N r'14 A 5 .3L 7 L or !/MV?L Y % 0114 R -O 50finuff T- 4 Zli if 1 i +� �- - 4 - �u .r t - - - - - - - - - - — -- - - - i coo 0� urb 0 Fh ER 9R 19C ICE Adofi 61W C.F. MAL SCAI.E --s7A If T-1-T- FT] T F-1- -7-77 2+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 PRIVATE STREET ,�j ns CONSIRUC77ON 17FMS SCALE CONSTRUCT J- (INCHES) min. AC PAVEMENT OVER 4- (INCHES) CRUSHED AGGREC.47F '6MSf- 40' Q CONSTRUCT CONCRETE- CURB AND GUTTER, TYPE A2-6 PER CITY OF RANCHO CUCAMONG4 STANDARD PLAN 104: W = 24' (INCHES) CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 01 SHA L? 0 WGA 0 SIE ��, SIH Ce STANDARD PLAN 702.- X = 5' (FEET) t = 8' (FEET) prbrooi( Int = Sta 8+J6.71 SHWOMVROVE DRIW CONSTRUCT CATCH BASIN LOCAL DEPRESSION CASE AS INDICATED, PER CITY OF Hesthd 6 Int = Sta 4+2J.25 SH4DO#VROW DRIVE = Sta 5+70.00 Golden Oak Road RANCHO CUCAMONG4 STANDARD PLAN 307 6 0' = Sta J+65.00 Sweet Rain Place INSTALL RI 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA 30, 6 19 1 6 STANDARD PLAN 401 14 Heartland Place Golden 08k Rood ALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 8' '81 17 9 1 rn 21 INSTALL 6 0' N 6 0' PAINT -S 7 VP- PAVEMENT MARKINGS W1 7 H 8' (FOOT) HIGH LETTERS A T 8' (FEET) FROM STOP 84R AND PAINT I---- (INCH) WIDE STOP BAR CONFORMING TO 7�E CAL7PANS -b" 'K 'M ra (ftv 11 to ',K 19 7R,4 CT JVo. co 17, J01 IC CONTROL DEWCES MANUAL, PART H - M4RK11VGS ',K N zt J01 30, �z x UNIFORM TAAf F 7- A C T JV 1 5 7 2 7 0 % 1+ 52 .15727-5 18' 18' 12' �Nr) 12' 18' 18' 12' '* CONSTRUCT 4- (INCHES) THICK P. C. W=4' (FEET), PER CITY OF RANCHO 26 �- M SIDEWALK, A 6 6 CUCAMONGA STANDARD PLAN 103 06 O �Ta n Q Q� QO Co QIZII QQ 6 26 rtw j�llj 26 q:w tFu 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA '��N t N 3 . . I : -r)?A CT No. STANDARD PLAN I34 I 1b 4 5 lb -7 1b • Q0QO 7roc t 15727-8 15 104 -15727— J II 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 30 �ro. 7. 'b 12 AMJr 7*45.0020 STANDARD PLAN 101: W = 16' (FEET) OR AS INDICATED ON PLANS TRUC rION mjA Sta 0+45.00 -CR EiVV C Sta 1 28 SHEE 15 orBCR INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET LIGHTING STANDARDS 13 ...... N 'N -:7 7. 41t.... -a. . INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONG4 STANL14RD PLAN IJI-A SIO LT MOVE WOOD BARRICADE at 2 7.12' A RE 5 5 Lk ALL STREET TREE SEE NOTES ON SHEET 2 2+00 3+00 4+00 5+00 8+00 13 i6 @ INSTALL+ -SS- —- -- I- — ; SS 17 W_-12' 15 d -�C A' 8-q'5;" Uff W 6+00 16 7+00 % 1� - ;A � ) W ----- - - -- $I 0+74. W __w to 19, T-- A 19 t 4 1. Int = Sta 1+00.00 SH41DOWGROVE DRIVE' 2 CONVERT TO PRIVATE STREET PER DR 96-16 = Sta 1+00.00 heatherbrook Pace 15 Sta 3+20.00 ECR Sta 3+20.00 45 171 ro QO SEE SHE r e of 3-9 C rry j Co ra 1z' 9 LM Z�) �%3 'N 1z DESCRIPTION OF REVISION DATE APPROVED 'b 30 1.1 11 1 1 1-11 % ), t V- k Cs 11 11-.11 7-)?A Cr Na. 41ZZ' N. r 'K IK IK 20 22 45 47 '.43 4,9 15.727- 1 17 is t k CITY OF RANCHO CUCAMONGA 11 1 IA Qc N IN I LL'nj 6 11`1 22' 1 22' 111' 1, 18' 112' 1+ 00 zs Q II `t * C:) --j ar 6 Q 3OK ar STREET IMPROVEMENT PLANS N (Z; 6 0' 6 6' 17 � 30 .� FOR TRACT No. 15727'3 (PRIVATE; Sweet Ralb Place Golden 08* Road F Int = Sta 6+&T 52 SHWOWGROVE DRIVE 00FESSIN SHADOWGROVE DRIVE = Sla 1+00.00 Heartland Place gRoSTA 1+00.00 TO STA 7+91.50 N CIM&F MAKE Qq�OFE S10 16 3 A\L APPROVED BY: DATE o ��` / Underground Service Alert 0 R L T No. 55361 CITY ENGINEER R.C.E. 249 3 FORE 14 C2 A 90'00/00" 27001 42.471 2700 Exp. 12/31 00 DESIGN PREPARED(VINHE OFFICE OF RECOMMENDED Call: TOLL FREE 85 LOCKMAN ASSOCIATES 0 B 100'08I38' 58.001 101.37" 69.30' Exp. 1100 D.L.M. CCW8ULTWQ ENG11111WERS AM MA as 27 �91 1-800 C 10*00"00' 702.00" 7780/ 8.921 % DWN. 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEET OF I I "A C"V1 OF D.L.M. TEL (909) 944-69M FAX (909) 901-8508 4 6 422-4133 80'08IJ8' 27 00" 37 77' 22.71 67 V 5LO� "je- �N T-- tN N -,-LF- f CHK. BY: ROBERT W. BROKKALL R.C.E. 5361 DWG. No. TWO WORKING DAYS BEFORE YOU DIG R-Wa DATE DEC 199T FILE No. 95-3438 1629 PROJECT SHEET No. OF • T-T- AWFM SCALE ps 1 O L 5 s r - -- -, - - f- -- - -07-- —L +. On' C - _ - - - - - - - -- - -- -- - -- -- - - - - -- - - - -- - - -- - - -- -- - - - - - -- - - - - - -- -- - - _ _ U on, C Ic 1 - — - — c" - - -- _ 1p 1 I t� t �, 6 9' W nstti Tro si 'on w L Lowrw 1 - -- - - - Ful-' 0/ bi-5/4 --44- 0 0 i g � ' O - __ _ - -- - -- 0 0: 1 1 O 1 i l - O _ 0 1 1 I : - - = --- - _ -- - -4- -1 - - _ 6 C.F. -- - - --- - DOUBLE VF TJX �-- - - -- �- I 1 R CAL SCALE - - - - - 1+00 2+00 3+00 4+00 5+00 6+00 PRIVATE STREET A2 CONSMUCriav 17FMs a � O1 CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE- CONSTRUCT ASE II C7 t�2 CONSTRUCT CONCRETE CURB AND GUTTER, TYP£ A2-6, PER C/TY OF RANCHO CUCAMONGA D ¢ Int = $ta J+88.69 HEAMEQBROOK RACE STANDARD PLAN 104: W = 24' (INCHES) 0 M = Sto 1+010.010 Live Oak & ve 1 7 17 1 7 1 7 t�4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A 17 CZ ` �� �1 2 6 2 6 W O5 CONSTRUCT HAND/CAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 2 6 1 7 y 2 6 19 ° O 2 6 0 O W 8 STANDARD PLAN 102. X = 5 (FEET) L = 8' (FEET) ^ V O W •1- ' 17 �c C p `[ v1 11 10 V 9 h cp �O Int = Sfo 6+59. 11 HE4THERBROOK PLACE 12 INSTALL R1 STOP SIGN AND POST PER CITY OF RANCHO CUCAMONGA (� Z3 („� Z 1� 7 STANDARD PLAN 401 a 17 26 w + 12 w o w h o '� o = Sto 1+00.00 Homestead Dive 26 'I 111 U ''" ~ f' Cn + +.. y ^ 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 Cl) 13+ o a n w ++ n �� 4) h h a h o " 26 ° N 4 `C •O 14 PA/NT 'STOP' PAVEMENT MARK/NGS WITH B' (FOOT) HIGH LETTERS AT 8' (FEET) C)1 } 14 O FROM STOP BAR AND PA/NT 12' (/NCH) WIDE STOP BAR CONFORM/NG TO THE GAL TRANS i �i 4 C� O ;� 15 O 2'� W �_ -`1' 6 UN/FORM TRAFFIC CONTROL DEVICES MANUAL, PART Ill - MG4RK/NGS 16 C> 15 CONSTRUCT 4. Int = $t0 1+OIO.OIO HE4 THE7�BROOK PLACE (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET) PER C/TY OF RANCHO n Cl) �p b 15 • • .. • �p ``, O ��\ �' CUGAMONGA STAIZ ARD PLAN 103 = Sto 1+00 010 .Shadowgrovle Dhwd • - - - G ?9cb �` C 2 5+00 v a F 1 6 W y C+oo ti ~ `�—i ` \� \ 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA • __� B +oo 4 0 ,�5 O 41 \� STANDARD PLAN 134 17 • • 1 �O �0� 2 N OD"25'L 1 y ` \ \� 17 CONSTRUCT CONCRETE DR/VE APPROACH PER CITY OF RANCHO CUCAMONG4 '{f w W ,� A 21 �0� E I ►.� 029.�p T \ STANDARD PLAN 101: W = 16 (FEET) OR AS /ND/GATED ON PLANS . ..� GIT15'S3•E --f N 0g44�+� p 5 A 101• o -- k4 1 1 .1 - 3+00 • , • • • • • y� \ I _1 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUGAMONG4 STREET /.. •/ y `'��� F o 2 5 LIGHTING STANDARDS INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 131-A /.� /�7 • n m �o ss 2+00 cZ • • 14 2 -� - 5 Sto 4+07.58 BCR 15 Sto 1+45.00 EC ��.� 1` ;'� I 11 .i O 1 6 1C • 10 -. at 45.92' RT S V I I �. I' (I 102618 • Sto 3+69.79 ECR TR(�CT/O 26 INSTALL STREET TREE. SEE NOTES ON SHEET 2 l: °. • _ FND CON ,'� 12 v v v v v v m `f-. • 20 of 45.92' RT y T L I �1 N 16 ° �I MAT f � my a a h m ° m rnct No. 15727-e:-1 o h v, 17 �, v . � 31 �r 1::1 1I 3 = I Ij �.1 I•I 11 /� ��;/ 15 N y -.� + 1'.! �' I(Fu ural 11 1'I °' V 4.I �1 18' 12' W 26 ~ 26 26 ~� 26 26 26 `O I I II �l 11 1 � ao ' 12' 18' + + 26 o I I f 1 n N Cl) + �, 30, �. Cb C 1 `' " 26 6 a � rRAcr IVa. 15727-6 1°I I 1 1J ! 1 O 26 n 19 26 # w 1 '1 1� it �'i CONVERT TO PRIVATE STREET PER DR 98-16 v26 26 26 26 26 o 26 n Ljve Osk Di/Ye I II 1) 1:1 DESCRIPTION OF REVISION DATE APPROVED 1 5727-6 `� 26 1 I I l i :I CE 12' 18' 18' 1r CITY OF RANCHO CUCAMONGA 1: 1 II 1 . 1 I TRACT /Vo• k.I 113 11 1'I — PLA 3a 3a� X11 � ollL..1 0 ®K 6a EF�BR STREET IMPROVEMENT PLAN r1 II �, � ll 11 TH20 �:� I I ' � " I I r:1 HEA Homestead DrvlV FOR TRACT No. 15727-3 (PRIVATE; 12' 18' 18' 12' CIJfRRI�F TABLE SEE SHEET B of B 0 o R L T FES o QROfESS/N� HEATHERBROOK PLACE 6 Quo S1oN ��. w. eR0 el STA 1+35.31 TO STA 6+19.04 A 9247"18' 27.00' 43.73' 28..35' a ��� S�1�$3UR 4�F � 00�`� N� i �` _ � �Cc� 2G� �; l� ?, APPROVED BY: - /' DATE Underground Service Alert Shedowgrove Dr/ve B - 09'18146' 970.00 157.66 79.00 �, � - � C FORE SEE SHEET of B C 09'1846' 988.00' 160.59' 80.47 w No. 55361 CITY ENGINEER (Cf lel R.C.E. 24953 0� Yo Exp. 12 31 C2 G , * DESIGN PREPARED IN E OFFICE OF RECOMMENDED o Cell: TOLL FREE D 0135 39 952.00 26.49 13.24L 3 S CIv'` LOCKMAN & ASSOCIATES U G1 r , \ D.L.M. CONlIILTWO ENGINEER• AND PLAN R* E 02'08 30 952 00 35.58 17.79 1-800 c�v,` \P lF �F°� OWN. 10281—A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEET O F 7 Al F 10'00'00' 102.00' 1780' 8.92' q�� e4a OF CAS TEL (909) 944-6988 FAX (909) 918-6504 04 422-4133 �� �, D.L.M. 5 6 CHK. BY: DWG. No. ROBERT W. BRONKALL R.C.E. 55361 TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE DEC 1997 FILE No. 95-3438 1629 PROJECT SHEET No. OF tf-J - 1 - : tttt PROME SICALE �__ ---tl -t-f-t-i - -----ttl ft - HOR/Z. 1'= 40' _ I VERT. I,= 8' S0 ` or ; fi. , - R rid w ,O N -- - -.__W O • . V - . ,s - - w - - - - - - I - - `u -�-- - - -- t �tFp -` ^ C� - - - -_t - w N I- w O + O O 4p � w I �. 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AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE as l _ ; 8 v:� II ETCH L/IIE I :" O tv p 4S 2 CONSTRUCT CONCRETE CURB AND GUTTER TYPE A2-6 PER CITY OF RANCHO CUCAMONGA � 77 N 4 44 O (� .3 � � l CITY OF RANCHO CUCAMONGA 0 �C STANDARD PLAN 104. W = 24 (INCHES) '�c 26 1 11 1 I( { i + O dilly O� 43 O 1% 7 13 INSTALL STREET NAME SIGNS PER C/TY OF RANCHO CUCAMONGA STANDARD PLAN 401 Q A ( V •\j,, a 17 p , STREET IMPROVEMENT PLAN 15 CONSTRUCT 4' (INCHES) THICK P.C.0 SIDEWALK, W=4' (FEET PER CITY OF RANCHO i 41 1 7 1 9 42 17 26 CUCAMONGA STANDARD PLAN 103 `�'-J FOR TRACT No. 1 1 I I I I 11 2 6 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUG4MONGA 15 7 2 7 3 (P R I VA ) 1r 18' 18' 1r STANDARD PLAN 134 HOMESTEAD DRIVE - STA 1+00.00 TO STA 4+67.02 3a 3a CURVE TABLE 17 CONSTRUCT CONCRETE DR/VE APPROACH PER CITY OF RANCHO CUCAMONGA Q�tOf ESS I p� 6 O' o R L T STANDARD PLAN 101. W = 16' (FEET) OR AS INDICATED ON PLANS ���� �� W, gRoN! SWEET RAIN PLACE - STA 1+45.00 TO STA 3+20.00 O 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET APPROVED BY: DATE Underground Service Alert Heatherbrook P/acs A 90.00'00' 2700' 42.41' 2700' L/GHT/NG STANDARDS Ckf No. 361 70 CITY ENGINEER �c- c6(c,taI � ; ,(� f R.C.E. 24953 FORE y SEE SHEET 5 of 6 B 110'00'00' 58.00' 111.,35' 82.83' 21 REMOVE WOOD BARRICADE Exp. 12531JO0 ca 0 O * P' * PREPARED INT FICE OF g Cell: TOLL FREE C 10'00'00' 102.00' 17.80' 8.92' 2s INSTALL STREET TREE. SEE NOTES ON SHEET 2. t DESIGN LOCKMAN & ASSOCIATES RECOMMENDED l CIVIL ���\ D.L.M. U G1 � � , , , CONSULTING ENGINEERi AND PLANNERS D 41.02 27 282.00 202.00 105.55 _ 1-$QQ41-02--27- � � � OWN• 'OTEL (909)A944A6988RK T. RAFAX N(909) 9011-8508 A SHEET OF E 318.00 227.78 119.02 D.L.M. 6 6 422-4133 CHK. BY: W DWG. No. W.TWO WORKING DAYS BEFORE YOU DIG R.W.B. DATE ROBERT DEC 1997 BR01'!K/1LLFILE No. 9553438 1629 PROJECT SHEET No. 6 OF