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HomeMy WebLinkAbout1645 CITY o f RANCHO C UCA MONGA GENERAL NOTES Fel/yCHO %LI����/vl 0/YGA VA �� _ 1. ALL WORK SHALL BE DONE /N ACCORDANCE W/7H THESE PLANS, THE CITY OF RANCHO L 1 CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS t 5UBJECT S/TF 6th STREET n : - .ri- ., _ �_ - s ANNuat suP LEMFNTs of AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RES.pONS/BLE FOR 1 A NS- ADHERFNCE TO THESE STANDARDS AND SPECIFICATIONS. Q m 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER �u METERS, VALVES, FIRE HYDRANTS, ETC SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY IIV/TS OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE Q 15727- DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4th SiRcE� pNR/S!!RD/VIL�ER C/TY AGENCY 3. ANY CONTRACTOR PERFORM/NG WORK ON THIS PROJECT SHALL FAMILIARIZE H/MSEC F CORN£RPO/NT£ 257, LLC C/TY of RANCHO CUCAMONGA W/TH THE S/TE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL ITIES RESUL TING DIRE-C Y OR INDIREC71 Y FROM HIS OPERATIONS, WHETHER OR Qi�O 24005 VENTURA BOULEVARD 10500 C CENTER DRIVE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS r� Freewo CALARLABASAS, CALIFORN/A 91302 RANCHO CUCAMONGA, CALIFORNIA 91730 CUCAMONGA CORNERPOINTE 1 O TELEPHONE- (818) 591-2500 TELEPHONE (909) 477-2700 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ONTAF'/J CIVIL ENGINEER SOILS ENGINEER ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PAVING STAKES LOCKMAN & ASSOCIATES INLAND FOUNDATION ENG/NEER/NG, INC. SHALL BE SET AT ALL HINGE PO/NTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 70281-A TRADEMARK STREET 1310 SOUTH SANTA FE AVENUE i SUB-GRADE ELEI /AT/ON AND AT NOT MORE THAN 50 FOOT INTERVALS ADDITIONAL PAVING VICINITY MAP RANCHO CUCAMONGA, CALIFORN/A 91730 SAN 1ACLNT0, CALIFORNIA 92583 l STAKES MAY BE REQUIRED BY C/TY ENG/NEER AS NEEDED AT WARPED OR Vf TLCAL CURVE SECT/ON 15, TOWNSHIP 1 S, RANGE 7 W, S S.M. I ` AREAS TELEPHONE.• (909) 944-6988 TELEPHONE. (909) 654-1555 11� N.T.S. 6 ALL SEWER, WATER ELEC77?/C, GAS PHONE OR OTHER UTLLITY LATERALS, MA/NS, OR B t h S T R E E T CROSS/NGS SHALL BE CONSTRUCTED PR/OR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH 34CKF/LL, COMPACTING INDEX TO STREET IMPROVEMENT DRAWINGS ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEERING FOR APPROVAL PR/OR TO THE PLACEMENT OF QASE PR/VA TE ENGINEER'S NOTICE TO CONTRACTORW MATERIALS AND/OR SURFACING. SHEET 1 TITLE SHEET . 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN SHEET 2 PLAN and PROF/LE - BROOK OR/VE, Sta 3f 30.00 to Sto 11+688AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE .08 INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN L GU�U� CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SHEET 3 PLAN and PROF/LE - CEDAR GLEN PLACE/COURT, Stc 3 -00.00 to Sto 11- 71.62 ■ , Olt CONTENT AND GRADATION OF ASPHALT PAWNG. UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. 9. PR/OR TO /NSTALLA7TON OF ANY PAVING, A MATER/ALS REPORT SHALL BE SUBM/T7ED TO THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT SHEET 4 PLAN and PROF/LE - SHADOWGROVE DR/VE Sto 7+82.66 to Sto 9+52.66 THE CITY ENG/NEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY• R- OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION IN VAL UE, 51f_KF ANAL YS/S AND SAND EQUIVALENT OF AGGREGATE QASE. CONNECTION WITH THE LIMITS OF THIS PROJECT. PLAN and PROF/LE - FALL/NG LEAF COURT, Sto 1+45.00 to Sto 3+67.53 POPPYRf-0 COVRT ® ��MO\� ��E7T h�V�N6(� �' 2. EX/ST/NG UTILITIES SHALL BE MAINTAINED /N-PLACE BY THE CONTRACTOR, UNLESS SHEET 5 PLAN and PROF/LE - SUNGLOW COURT, Sta 7+45.00 to Sta 3+68.28 W 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TES73 ® f-cry 1�W C6 TAKEN TO DETERM/NE STRUCTURAL SECT/ONS. OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EX/STING UTILITIES NOT ? . COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF PLAN and PROF/LE - S/LKBERRY COURT, Sto 1+45.00 to Sto 3+67.91 ® f�,QCr�/,-,T ( �- 17. WHEN IMPROVEMENTS ARE TO BE PLACED ON AA77VE SOIL WH/CH CONSISTS OF A THE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. _ 4 ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH H,9ROOKWFW PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED 3. THE CONTRACTOR SHALL BE RESPONS/BLE FOR THE PRESERVATION OF ALL, /F ANYW SHADOWSROOK DR. 'K t�ATI%Ek�t � � WITH A F/NE GRADE MATERLAL OF A QUAL/TY BETTER THAN THE NATIVE MATERIAL. EXISTING SURVEY MONUMENTS. J LAT L� urw 0L T-- �- UTILITY OWNERSHIP 2O 1 T� `V � f: 12 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS S7ER/LANT 4. THE CONTRACTOR SHALL POSSESS A VALID STAFF CONTRACTOR'S LICENSE AND SHALL ly o REGISTERED 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 WHILE PERFORMING WORK AT THE- MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO ON THIS PROJECT. STORM DRAIN: CITY of RANCHO CUCAMONGA (909) 477-2700 'K PAl//NG.� I�(,p�T��X�ST NTER OR/VE CEyEgR1NS/DE C C V/ N/NG T. � I�►U1 ���� ��� 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERM/TS RANCHO 10500 CIVIC CE NGA, CALIFORNIA 91730 BREEZ �y� - 13. EST/MATE OF QUAN7777CS lS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS SHEET 5 SHEET 4 1 t�vN R��� OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF SEWER.- CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 �' ON T�IV1�7�ON � � CONSTRUCT/ON QUANT/T/ES BEFORE SUBMITTING A B/D. ANY /TEM OF WORK REQU/RED BY 6. THE CONTRACTOR(S) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 9641 SAN BERNARD/NO ROAD a f��' (� -_ _ THESE PLANS WHICH /S NOT SPECIFLCALLY LISTED IN THE EST/MATE OF QUANTITIES SHALL RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCRON RANCHO CUCAMONGA, CALIFORNIA 9 1 730-0638 � 1`f ga ANS BE CONSIDERED AS INCLUDED /N THE OTHER /TENS OF WORK. OF THIS PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS ■ © �"lJ"� 7C REOU/REMENT SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED TO WORKING HOURS. CH/NO BAS/N MUNICIPAL WATER DISTRICT (909) 357-0247 OLD POST DR. BUTTONWOOD Z '' m S(pe- (PI• 74. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE 9400 CHERRY AVENUE #A T CT. Q h hCONSTRUCTED AT EACH INTERSECT/ON. 7. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENG/NEER FONTANA, CAL/FORN/A 92335 j v v O � �, = V 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONS/BIL/TY HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, IN CONNECT/ON Z O p k O ® I2� A� � FOR THE CORRECT/ON OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR L/AB/L/TY ARISING WA TER.• CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 y 9641 SAN BERNARD/NO ROAD O m = O G � S 1 lh�/un"T EA• UPON REQUEST THE REQULRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENGINEER. v = v IK ^ CITY ENG/NEER FOR APPROVAL. RANCHO CUCAMONGA, CALIFORNIA 9 1 730-0638 4 R � � Q Q (tel "r 8. LOCKMAN do ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR -4 HOMESTEAD �� 16. WORK S/TE AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, CH/NO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 -4 BROOK DRIVE ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST THIS IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQUIRED SHALL BE THE 9400 CHERRY AVENUE #A y� n RESPONS/BILLTY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE 9400FONTA, CALIFORNIA 92335 14 O OF THE STATETOR. ENGINEER FOR ADDITIONAL STAKES THE CONTRACTOR SHALL NOT/FY LOCKMAN & 2 ASSOCIATES AT LEAST FORTY-EIGHT (48) HOURS PR/OR TO ANY STAKING. METROPOLITAN WATER DISTRICT (909) 593-7474 - SHEET 2 17 CONTACT ALL UTILITY COMPANIES AS REQU/RED, 48 HOURS PRIOR TO EXCAVATION. 700 NORTH MORENO AVENUE 9, CADASTRAL INFORMATION SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES LA VERNE, CALIFORNIA 97750 40 LIVE OAK D R I J� sem, SHEET J ONLY SHOULD ANY DISCREPANCIES AR/SE /N THE HORIZONTAL LOCATION OF THESE % ARBORGLEN DR/VE IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP GAS• SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 o SHALL GOVERN. ALL CONSTRUCTION STAK/NG FOR THE HORIZONTAL LOCATION OF SPECIFICATIONS THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. ELECTRIC. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 o - 7951 REDWOOD AVENUE n '` ZL1.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE W/7N THE STANDARD SPEC/f704710NS FOR PUBLIC WORKS CONSIT?UC770N 10. !/1VAUTHORIIED CHANGES USE. THE ENG/NEER PREPARING THESE PLANS WILL NOT FONTANA, CALIFORNIA 92336 Z '� O (SS.P.WC.), 1997 EDIT/ON, INCLUDING ALL SUPPLEMENTS THERETO AND THE STANDARD PLANS FOR PUBLIC WORKS BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHOR/ZED CHANGES TO OR USES OF � RCF SS�� ! CONSTRUCRON, CITY OF RANCHO CUCAMONGA. THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE TELEPHONE. GENERAL TELEPHONE COMPANY (800) 483-3000 2 SHADOWGROVE DR/VE SHADOWGROVE DRIVE` F APPROVED BY THE PREPARER OF THESE PLANS. C- 2 2.0 SUBGRADE PREPARATIONS 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTRACTUAL CABLE: COMCAST (909) 983-98951205 DUPONT STREET 2.1 ALL SUBGRADE PREPARATION SHALL BE DONE /N CONFORMANCE WITH SEC77ON 301-1 OF THE S S P.W.C. AGREEMENT. ONTARIO, CALIFORNIA 91761 No. 1755 D 7� 2.2 ALL SUBGRADE PREPAR477ON SHALL BE PERFORMED UNDER THE DIRECTION OF THE SOILS ENGINEER, AND CER77F7ED 12. THE CONTRACTOR'S A7TEN77ON /S EXPRESSLY D/REC7FD TO ALL 7HE REQUIREMENTS MARKS CABLEVIS/ON (909) 987-6275 PRIOR TO THE PLACEMENT OF ANY BASE VATFRIAI. AND PROWS/ONS OF THE STATE OF CALIFORNIA .SAFETY REGULATIONS. CONFORMANCE 10808 FOOTHILL BOULEVARD 1120 GLENA/RE COURT SPRINGBROOK CT. SPRINGBROOK DR/VE � V" Q THERETO SHALL BE STRICTLY ENFORCED DURING THE ENT/RE LIFE OF THE CONTRACT. RANCHO CUCAMONGA, CALIFORNIA 91730 �j� 2.3 RELATIVE COMPAC77ON FOR 7NE FFNAL PREPARA71ON OF THE S7REET SUBGRADE SHALL BE PERFORMED PURSUANT 70 G SECTION 301-1.3 OF THE S.S P.W.C. 13 THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE OF THE • PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. ALL AC/CONCRETE -� 3.0 CRUSHED AGGREG47F BASE MATER/AL REMOVALS ARE TO BE DISPOSED OF OFF-S/TE. 4 t h S T R E E T 31 ALL CRUSHED AGGREGATE BASE MA7FR/AL FOR S7T?EET IMPROVEMENTS SHALL BE IN CONFORMANCE WITH SECTION 307-2 14. THE CONTRACTOR SHALL REVIEW AND VER/FY ALL COIVD177ONS AND DIMENSIONS AT THE ��I $>�! (UNTREATED BASE) OF THE S S P.W.C. JOB SITE BEFORE COMMENCING ANY PORT/ON OF THE WORK- COMPARE ACTUAL STREET TREE NOTES ,-� Q> p 1 CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK /S TO BE INDEX MAP �/" I A. it)?., CITY OFUNTYEATER4 NCHO MUCAMONGA LL BE CRUSHED AGGREGATE BASE UNLESS APPROVED OTHERWISE BY THE CITY ENG/NEER, PERFORMED,• CHECK AND CONFIRM L OCA TION OF EXISTING STRUCTURES, EOU/PMENT AND `v w �D UTILITIES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLAN NO. 501. n��( ACCEPTANCE OF EX/ST/NG SITE COND/T/ONS. THE CONTRACTOR SHALL REPORT ALL N. T.S. 'r �I -/)-3 D 3 33 CRUSHED AGGREGATE BASE MA7FR/AL SHALL COMPLY W/1H SEC170N 200-Z2 OF THE S S.P.W C. DISCREPANCIES TO THE OWNER'S ENGINEER PR/OR TO THE COMMENCEMENT OF WORK. 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS 3.4 THE RELATIVE COMPACTION OF ALL BASE MATERIAL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT /N THE AREAS BACK 15 CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND Nos. 502 AND 505, AS PROXIMITY TO HARDSCAPE DICTATES. L- -- � � OF CURB) AND SHALL BE CERTIFIED BY THE SOILS ENG/NEER. THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCTION- J. PR/OR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL SP_EC/AL_N_ OTL� �Jb N W, CA-W( f � �.0 ASPHALT CONCRETE PAVEMENT MAINTAIN THE JOB SITE /N AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT r 1 QCr;r- rfF40 WORK AND NOT BLOCK LEGAL EX/TS AND ENTRANCES- LEAVE WORK AREA CLEAN, FREE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE STORM DRAIN IMPROVEMENTS SHOWN ON DRAWING NO. 1628D (INCLUDING THAT PORTION OF MAINLINE A-I AND 4.1 ALL ASPHALT CONCRETE PAVEMENT SHALL COMPLY WITH SECTION 302-5 OF THE S.S P.W.C. OF DEBRIS AT THE END OF EACH DAY- COMPLY WITH ALL APPLICAB(E CODES. CITY INSPECTOR. LATERAL C-24) ARE REQUIRED TO BE CONSTRUCTED WITH THIS PROJECT. 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED /N TWO (2) COURSES. THE BASE COURSE THICKNESS SHALL BE AS NOTED 76. ABBRFKAT/ONS INDICATED ON THE PLANS SHALL BE /N ACCORDANCE WITH SECT/ON 7-3.2 4. ALL STREET TREES ARE SUBJECT TO INSPECT/ON AND ACCEPTANCE BY THE ENG/NEER/NG ON THESE PLANS AND SHALL BE BAR-40W AS SPECIFIED IN SECTIONS 203-1, 203-6.1 AND 203-5.3.2 OF THE SSP.W.C. OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (S.S.P.W.C.). DIVISION. THE TOP AND FINAL COURSE SHALL CONSIST OF A ONE (1) INCH THICK LAYER OF D2-AR-40M AS SPECIFIED /N SAID CONSTRUCTION ITEMS OUANT/T/ES SECTIONS. 17. CIRCLED NUMBERS (FOR EXE AMPL , (D) REFER TO CONSTRUCTION LEGEND NUMBERS 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY 4.3 PRIOR TO THE PLACEMENT OF THE FINAL PAVEMENT COURSE AS SPECIFIED /N PARAGRAPH 3.2, A TACK COAT SHALL BE 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL Ot CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE. . . . . . . . . 99, 115 SFA jQ,'jM�iF- PLACED PURSUANT TO SECT/ON 302-5.4 OF THE S.S.P.WC /F SECOND COURSE OF AC /S PLACED WITHIN 24-HOURS EX/ST/NG UTILITY LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING. THE OF THE FIRST COURSE OF AC, THE TACK COAT MAY BE OMITTED. CONTRACTOR SHALL MAKE APPROPR/ATE ARRANGEMENTS FOR THE PROTECTION OF ALL O2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . 5,560 1F �fL` L� 5.0 Pl�RT1AN0 CEA/EM G10NRCR£7F - POR7ZAN0 CEMENT CONCRETE (PCC) FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS UT/L/TIES. TYPE STREET NAME BOTAN/CAL/COMMON NAME QTY. SPACING SIZE STANDARD PLAN 104: W = 24' (INCHES) SHALL SE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 3-I1VCHES AS SPECIFIED /N SECTION 201-1 OF THE SSP.W.C. PLACEMENT OF PCC SHALL COMPLY W17H SECTION 303-5 3 THROUGH SECTION 303-5.5.4, INCLUSIVE, AS SPECIFIED IN THE A BROOK DRIVE P/STAC/A CH/NENS/S/CHINESE P/STACHE 33 30' O.C. 75 GAL. O4 CONSTRUCT CONCRETE CROSS GU77ER PER CITY OF RANCHO CUC4MONG4 . . . . . . . . . . . . . . . . . . . 3,675 SF S.S.P.W.C CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREGATE BASE. STANDARD PLAN 106-A B CEDAR GLEN PLACE/COURT BRACHYCH/TON POPULNEUS/BOTTLE TREE 25 25' 0.C. 15 GAL. C SHADOWGROVE DR/VE LAGERSTRDEM/A /ND/CA/CREPE MYRTLE 9 20 0.C. 15 GAL O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . 10 EA STANDARD PLAN 102.• X = 5' (FEET) L = 8' (FEET) i� SUNEaLC�I c'� D5W 1r% C.C>\1N BENCHMARK D FALLING LEAF COURT MAGNOLIA GRAND/FLORA 'ST MARY 8 20' O.C. 15 GAL. O L2, TD T(L I bd��' �ll�I �N�t `•(j`0t - - - - 6 CONSTRUCT CATCH BAS/N LOCAL DEPRESS/ON, CASE AS /ND/GATED, PER C/TY OF 1 EA CITY OF RANCHO CUCAMONGARANCHO CUCAMONGA STANDARD PLAN 307 :3 5OF5i_ C rTY BENCHMARK No. 9 E SUNGLOW COURT MAGNOLIA GRAND/FLORA 'ST MARY 8 20' 0.C. 75 GAL. DESCRIPTION OF REVISION DATE APPROVED 12 INSTALL R1 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONGA 5 EA RAIL ROAD SPIKE /N POLE No. 97773£. LOCATED F SIL KBERRY COURT BRACHYCH/TON POPUL NEUS/BOTTLE TREE 9 25' O.C. 15 GAL. STANDARD PLAN 401 V I T Y O F RANCHO CUCAMONGA AT THE NORTHEASTERLY CORNER OF 6th STREET AND ARCHIBALD AVENUE. 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . . . . . . . . . . . . 5 EA ELEVA TION•• 1061.054 14 PAINT 'STOP' PAVEMENT MARKINGS WITH 8' (FOOT) HIGH LETTERS AT 8' (FEET). . . . . . . . . . . . . . . 5 EA FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE CAL TRANS STREET IMPROVEMENT PLANS (private) EXIS77NG SURVEY MONUMENTA 770N UN/FORM TRAFFIC CONTROL DEVICES MANUAL, PART Ill - MARKINGS ,, �� CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWALK, W=41 (FEET), PER CITY OF RANCHO . . . . . . . . . . . 22,830 SF Z'7 5 F f o r I HEREBY CERT/FY THAT / HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS) CUCAMONGA STANDARD PLAN 703 LIST OF STANDARD PLANS THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WH/CH 16 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . . . . . 7 EA TRACT N O. 15727-4 --- - - -- _ CURRENTLY EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED STANDARD PLAN 134 ?'OF ESS I Dk9Title STANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, MAY 1992 ED/770N.• AS FOLLOWS: I� O �� w 1 L B UR � % Sheet 101 DRIVE APPROACH & SIDEWALK t A N D 17 CONSTRUCT CONCRETE DR/VE APPROACH PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . 73 EA S O S STANDARD PLAN 101: W = 76' (FEET) OR AS INDICATED ON PLANS {p _ 5�- APPROVED BY: DATA Underground Service Alert 102 HANDICAPPED ACCESS RAMP NONE C A L 9 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET . . . . . . . . . . . . . . . 26 EA Q 103 SIDEWALK AND RAMP LAYOUT AND JO/NT DETA/L V �. � _ � rn CITY ENGINEER � _ - � � � �� � R.C.E. 2 49 53 O�FOR E yo 104 CURB AND GUTTER-BARRIER A � � J'f � LIGHTING STANDARDS (paid for by developer, instal/ed by SCE) Qf � No. 42 z o E 3 61 00 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED 20 INSTALL WOOD BARRICADE PER CLTY OF RANCHO CUCAMONGA STANDARD PLAN 131-A 1 EA �c xP' o Call: TOLL FREE 106-A CROSS AND LONGITUDINAL GUTTERS O * LOCKMAN & ASSOCIATES Q E 6/30/00 �' D.L.M. CONSULTING ENGINEERS AND PLANNERS v 131-A WOOD BARB/CADS DATED. Z 'l G 9 / --� 21 REMOVE WOOD BARRICADE 2 EA /� 1 1-800 Ronald A. Musser, L.S. 4230 * �� CIVI\_ ��� 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS ` ql �Q� DWN• TEL (sos) 944-6988 FAx (sos) 948-8508 SHEET OF 307 LOCAL DEPRESSIONS AT CATCH BAS/NS �Q 26 INSTALL STREET TREE SEE NOTES ON SHEET 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 EA F OF CAS\ 422-4133 l9 LS 4230 D.L.M. ��, 1 5 401 STREET NAME SIGN / SIGN POST INSTALLATION lF �0� 38 CONSTRUCT CURBS/DE DRAIN WITH OPEN CHANNEL PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . 3 EA '��� OF CA S\ STANDARD PLAN 107-8, D=12', W=3' (without manhole frame & cover) CHK. DWG. NO. CHARLES W. LOCKMAN R.C.E. 42485 TWO WORKING DAYS BEFORE YOU DIG C.W.L. DATE NOV 1998 FILE No. 95-3438 1645 PROJECT SHEET No. OF r L=-42.41' i ; _ L=42.41' -- - �( i ? 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AC PA/FMENT OVER 4' (INCHES) CRUSHEDCONSTRUCT 3' (INCHE TO BEG/NN/NG CONSTRUCT/ON AGGREGATE BASE CONSTRUCT CONCRETE CURB AND GUTTERTYPE A2-6, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104: W = 24' (INCHES) SCALE 6 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA 1 " 40' SEE SHEET 5 of 5 SEE SHEET 5 of 5 SEE SHEET 4 of 5 STANDARD PLAN 106-A Sung/o w Court r" SlIfterry Court Fa/ling Leaf Court CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA Q STANDARD PLAN 102• X = 5' (FEET) L = 8' (FEET)sd W mim CONSTRUCT CATCH BASIN LOCAL DEPRESS/ONCASE AS INDICATED, PER CITY OF 0' 40' 30' 30' � W 3d 3d 3d 3d RANCHO CUCAMONGA STANDARD PLAN 307 Ui 19 1218' 18' 12' INSTALL R1 'STOP' SIGN AND POST PER CITY OF RANCHO CUCAMONG418' 1812' ' ' ' 26 6 a 6 6 6 26 6 16 26^ - 'S 26 26 19 STANDARD PLAN 401 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD1 Q Q10Q Q 11 20Q 0, 30 26 PLAN 401I Q Q 26r 4 � q o •1 lb 0, tc) �, o Q kk �aaAaIw k k � 4 PAINT STOP PAVEMENT MARKINGS WITH B' (FOOT) HIGH LETTERS AT 8 (FT) 12 12 FROM STOP BAR AND PAINT 12' (INCH) WIDE STOP BAR CONFORMING TO THE 00 EMSta 1+45.00 BCR Sta 1+45.DO ECR Sta 1+45.00 BCR Sta 1*45.DO ECR Sta 1*45.00 BCR + 5. EFIVISANUAL, PART MARKINGS � 55 O CONSTRUCT 4' (INCHES) THICK PCC SIDEWALKW=4' (FEET), PER CITY Of- RANCHO F RANCHO CUCAMONGA STANDARD PLAN 103 INSTALL RE-FLECTANT MARKER PER CITY OF RANCHO CUCAMONGA• STANDARD PLAN 134 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA y q' 14 28400 -F0p W 164100- 6`00 SS STANDARD PLAN 101 (FEET) OR AS /ND/GATED ON PLANS 5foo 2 5245 W ofoo \ /N 895245 W bQ /V ZYY G 16 1 E INSTALL 5800 LUMEN STREET LIGHTPER CITY OF RANCHO CUCAMONGA S7REET7C W- �>7D w6W .L - -- -- __ LIGHT/NG STANDARDS (paid for by developer, instal/ed by SCE) s Q - •• • REMOVE WOOD BARRICADE F 2"*Aft , N INSTALL STREET TREESEE NOTES ON SHEET 1 Q 15 TC 41 % N, 0 . c Q 0041 Q 'K Q Sk Q'K ou vm b Int = Sta 12+10. 13 BROOK DRIVEVv h ` eet o22 to 23 o 2 4 2 �O 2 c3k 2 * 2 B P J 3- 0 3 J 32 Sta 8*52.00 Cedar Glen Place rimh rw h h h %rtw 50 Sta 8*52.00 Cedar Glen Court 26 19 17 2626h (26T -I C t ll J. 1 J 7 2 7 3 Cl) 21 f Int = Sto 4+52.08 BROOK DRIVE LC Int = Sta 9+80.08 BROOK DRIVE Int = Sta 7+16.08 BROOK DRIVE DESCRIPTION OF REVISION DATE 1C{I{IIiIj - _-- .I- T �Y 21 Sta 1*00.00 Sung/ow Court u t u r = a + . ongeaour42 APPROVED00= Sto 1*00.00 Si/kberry Court Xo 1:4 RIMR1* � j CITY OF RANCHO CUCAMONGA 12 36' 30' STREET IMPROVEMENT PLANS s °, 1/4' PER __-AC PAVEMENT 1/4' PER CURVE TABLE Cedarre ° for TRACT No. 15727-4 FOOT SLOPE FOOT SLOPE BROOK DRIVE (private) 1.73 1.�X S3of5 R L TO / Sta 3+30.00 to Sta 11+68.08 15 441, E � 900000270042.412700APPROVED BY: s/w , , DAT Underground Service Alert 2 AGGREGATE BASE 2 B 6'41 56A 318.00 3718 18.61 A '- SUBGRADE 4, CITY ENGINEER R.C.E. 24953 FORE C 6.41156' 300.00' 35.08' 1756' DESIGN PREPARED IN THE OFFICE OF Call: TOLL FREE D 6'41156' 282.00' 32.97' 16.50' Exp. 3 31/00 D.L.M. LOCKMAN & ASSOCIATES RECOMMENDED � TYPICAL STREET SECT/ONrA CONSULTING ENGINEERS AND PLANNERS 16 1-80 0 E 2323 34 318.00 129.83 65.83 C/ 1 DWN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHEET OFERL rA` �� TEL (909) 944-6988 FAX (909) 948-8508 F 2324i . i i . i OF D.L.M. - 2 5�Pu�_ LOCAL EErS � - 422-4133 N. T S. G 2324108" 282.00' 115. 18' 58.41' CHK. a G. No. R.C.E. 42485 TWO WORKING DAYS BEFORE YOU DIG T, _ 5O C.W.L. DATECN_ L 99 W.OCKMAN FILE No. 95-3438 1645 PROJECT SHEET No. OF MEE NONE 0 loon M mom ME ME M :, ,_ ������ • •, / , s moms �0 �� ���� �N ME ® � �0 ,, \ \ \ �� ��� !M0 ® � 0 MEMO ME M \ i� Ml so INN M 0 0 M 1 ,I •• r ®1. �� 0 SOMEONE i i® M M MomM '1lI 1 ' llololls�i ®�� ���� �� ,; .; 1• . �!�!a N MM ME 0 1 11 0 IiMM, A JIM / . MENEM, ME 0 M MIS NEI M ME MEMOS®MEMS! N_ ..... �� M __ ����SEE �� MMSimms MM iMM _I ®MMSmm M®��� � , ,,� .•.Iilia� , . ...../��.....�,� . , � � MMS No MMM _•.. 1 M 0� � Mmom ��� , • . �� , �� �� - � M . : _ . 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V DOUBLE VERT/CAL SCAL �-12& 7+00 8+00 9+00 10+00 1+00 2+00 3+00 4+00 5+00 Cqz CONTRACTOR TO VER/FY PR/OR C/) CONSRUCON /TENSTO BEG/NN/NG CONSTRUCTION SCALE +' m CONSTRUCT 3- (INCHES) mi . AC PAVEMENT OVER 4' (INCHES) CRUSHED 1 40AGGREGATE BASE See Tract 15727-1 ?ArCONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF Sheet 10 of 12 RANCHO CUCAMONGA STANDARD PLAN 104. W = 24' (INCHES) 0' 40' Dra wng No1628 SEE SHEET 3 of 5 CONSTRUCT 4' (INCHES) THICK PCC SIDEWALKW-4' (FEET), PER CITY OF vening Ong Place Cedar Glen Place RANCHO CUCAMONGA STANDARD PLAN 103 6 QO 30 30' Trac t No, 30' 0' Brook Dr/ve STANDARD PLAN 134 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA m 1572 - 7 6 0" STANDARD PLAN 101: W = 16' (FEET) OR AS INDICATED ON PLANS12' 18' 18' 12'TrCict 1J727- 1 1 12' 18' 18 12' r °26 � pO e N I IA 6 ;1 30, N IS INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET I 1'I °N0 6 18' 18' 1 J 1 3 � J "n � Q � MWOOD BARB/CADS 2 24 25 REN 22o 4 "n INSTALL STREET TREESEE NOTES ON SHEET 1O q� I'd I 21 DR I I CONSTRUCT CURBSIDEA/N WITH OPEN CHANNEL PER CITY OF RANCHO CUCAMONGA 11 IA t N � ° � O STANDARD PLAN 107-B, D=12', W=3' (without manhole frame & coven gr V)I�l Int Eta 1+00.00 FALLING LEAF COURTWZ Sta 9+80.08— �o ; r@l� . w 27foo Brook Drive Lot wF800 J9foo w- W Sta 4+0722' _ — _� C s2*00 tl 3t00N 00'0T 15 1035 ' Pod2 500Left I1 4/ 15 2 A 105 'I 16 38 U 3 Sta 3+ �, 6753 N m o) fI FALLING LEAF COURT33 % rwL � ck m Si,, Li 2! W Q TYoU12' 18' 18' 2DESCRIPTION OF REVISION DATE APPROVE. --- - D•� - '30 TrJct No, IntSta 29 p `) 28� = + 7 ' ' ' ' 3d SHDOWGROVE DRIVE 0302No. 15727— 1°" t- _aJC c2s � � CITY OF RANCHO CUCAMONGA 6 p' Sta 3+6500 °� < MDWGRO/E DRE (fLl t Lu6O' LV Int = Sta 7+3766 SCedar Glen Place = Sto 10+43 82 Evening Song Place Cedar Glen Place Brook Drive Lo to STREET IMPROVEMENT PLANS SEE SHEET 3 of 5 SEE SHEET 2 of 5 for TRACT No. 15727-4 4 A- J7 Y C-30 W-,- V#07 -7 SHADOWGROVE DR./FALLING LEAF CT. (private) Sta 7+82.66 to 9+52.66 Sta 1+45.00 to 3+67.53 7x7/V CURVE TAKE APPROVED BY: DATAUnderground Service Alert CITY ENGINEER -C L i L R.C.E. 24953 O0 E OR L T No. 4-1-485 85 RECOMMENDED Call: TOLL FREE Exp. 3/31/00 DESIGN PREPARED IN THE OFFICE OF 1 . . . . LOCKMAN & ASSOCIATES M. CONSULTING ENGINEERS ANPLANNERS B 210'00/00' 38.00' 139.281 141.821 CIV10281ATRADEMARK RADERK ST. RANCHO CUCAMONGA, U A, CA. 1-800 DWN. TEL AFAX (9saN SHEET OF 422-4133 D.L.M. - �-> 4 5 C -4111 Ll CHK. aY DWG. No. CHARLES W. LOCKMAR.C.E. 424854 11, 2 - .-. - TWO WORKING DAYS BEFORE YOU DIG C.W.L. DATENOV 1988 FILE No. 95-3438 1645 PROJECT SHEET No. OF � I 1 U v /d A - I PROFILE SCALE _I_ I -; I i I i } I , i I ; i I I i I I _ �� ,- I - +-I l - -- - - - --? - k- -- -�-�-� ._ ; I � I a ! � i , i I I i I i I i 1 -0150, -+-- HOR/Z. 1 40' _ I I ' - - - i . _ VFRT. I'= 4 { j i i 1 i0010 ! ! I� i ( I j 1 ! i j 1)OP 1 Of WE5 LIr ' CYIR� i i i I I i I I IT s' 8 I i , �- �i + -t- i o -- -�---�--- ' 1 i ---:--- h� -- ►� M ' � ° �-' � ' � - '� -- � �-� -- i R�1. I it I r 1 I -ice { i i JE�! ;lrL 0Fj � I i ! I I l � 1 I i , n : , ! I r - - i- +- + �F 1 --t- - i CT i i l! it 1 I ` j � I � '2 - 4' I ' � --�`�w _��- n W7/ ICU/ W/ `IUrb Pdyt/ar • .SLi1RfACjt_azo 6 l = 1• 0° I ! I � - j ; .� '° ' I i I i ' I i i i ; '-t-.- -�-' + I ' i i _..1�-�_ i �_, i ' i ' } X1.2✓ ! o I I I I V i I 1 1 i i I I , t---�--�- - +- i i I I i i 1 I 1 i 1 - -- i - � 1�� -r- �-- � --�- --1- +- -�-- J-- +- :-t" -�-- r -�- - -j---'�- -+ , - � -f-1 � I --�--{-- --1-- - L 1-- --�- ;- -+- - - - - - - --- -._1 _ _, _. _ .-._._ - ----+---1---�---- I O 1 ' O t lit --- - -�-- i VA�' 1 ` i ' i j I ' Id--:' I {•- ' I i 7 ! I O (`; � I I i i ' I I I ! i' J N i ! I i ! , i I I ! �iN`�7f' - ' � -� i I � >-c�a-►� � �� � : I I I i r - , I ��j � LV I 1 I- f i i i � ! I f 1 i 1 I i i i i I I 2� I Teg .-'� d { - I tC 4 j f �- - -- I � I j 1 or EAk I LK C�/R ,fid • ' T 04 i I ndi - - - 1 - - ; , - - - - --� - -�- - -�- - 1- - -� - - - - - -- - - - - - - 4 � I I - f I ! I Z 1 I i �F;�J I XJI 11 ^ i i O i O b I I I 1 - I �', 4 � I i � ° F- -4 I I IN r I I I i i ' \ ' r ` ' ' , ' I t •r'�„�-V�4 •C/! �' i , i t E I - - - - ' I - { I -.�r_� 1 q O I 1 • -~j � i -, .ice i -t- - . i I i I - I I f i I I ! i M I ! 1 i t 1 �!�/ I I 1 1 I i �•1. I I I I j i � -'� W I � I -'_-�-� I I I i I j 1 I I I i I i i ! + r i I I I i 6" C F 157,5 i 4. '� n Curb I ! -t- -1--1- -1 ; - - - - - - -, I -T- DOUBLE VERTICAL SCALE +-- I I i i I I I i I I I I I I i Gh (iu bn iCurb Qriur� POYt%a1/ f I I -- i - , I i 1+00 2+00 3+00 4+00 5+00 1+00 2+00 3+00 4+00 5+00 Q Q cn \ C/) D I I D CONSTRUCTION ITEMS 4R "_ 1V4 CZ/I,., or:p W, -0- F 7 IK y - 0 M O M O CONSTRUCT 3' (INCHES) min, AC PAVEMENT OVER 4' (INCHES) CRUSHED � J � AGGREGA TE BASE Q � tj/7? Q "_ F? 7rw O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A7-6, PER C/TY OF RANCHO CUCAMONGA STANDARD PLAN 104. W = 24' (INCHES) 15 CONSTRUCT 4' (INCHES) THICK P.C.C SIDEWALK W=4' (F,-ET), PER CITY OF �,� �aAq -- �"_ 111401111111 br_') RANCHO CUCAMONGA STANDARD PLAN 103SEE SHEET 2 Of 5 ��' �- _ SEE SHEET 2 of 516 INSTALL REFLECTANT .MARKER PER C/TY OF RANCHO CUCAMONGA Brook Drive - -� Brook Drive STANDARD PLAN 134 2 6 q V 1 7 1 7 CONSTRUCT CONCRETE ORIVE APPROACH PER C/TY OF RANCHO CUCAMONGA 6 Ovr-y 6 V 1 7 1 7 Q ^ STANDARD PLAN 101: W = 16 (FEET) OR AS /ND/GATED ON PLANS 30 30' m 26 V V Q 30' 30, m m (� ^O v Q 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET 12' 18' 18' 12' O W O 19lb © 12' 18' 18 12' O 19 W .V 26 LIGHT/NG STANDARDS (paid for by developer, instal/ed by SCE) 17 17 26 o O .IR) �I� ® 5 17 26 1712 26 ^ ^O hV � ' � 15 O •�, 14 '� 2 6 INSTALL STREET TREE. SEE NOTES ON SHEET 1 O ,� *o N W "� Q o 2 6 i J I I I I III i �' ►) ^ 3 I * 4 26 ` I J I I I i �' �• O O Q 0 38 CONSTRUCT CURBS/DE DRAIN WITH OPEN CHANNEL PER CITY OF RANCHO CUCAMONGA •. 1 Q Q 2 'I, a i •. 11 N 1 N Q a +. STANDARD PLAN 107-B, D=12', W=J' (without manhole frome & cover) qW L1 1\ + ° to o I ° s �, 2 6 X � � � + ° a 1 .I (O 0 0 0 �^ '. ►7 a^rr' Int = Sto 1+00.00 (.I o o N I I o �iI•I ��` veil c i Feu h 15 0'�' �- I (I 3 I •I 15 2 �, -i' _ A "�'r SILKBERRY COURT .. .� �aI c� soil � 1if13 � I �K�� •� _I � � IY�� .� 'o ... I .�F-- _ w P G = Sto 7f 16.06 ` � 2 _� - ti •- LOt C Brook Drive I I <' �0 2 •- • N o� • ------ - 36 W w �A�, � • .. � C 1 ti.. - ---�- - 2 � w � 3h. A -- rc�- o Sto 4+07.97 Prod �� ►.� 10 53 I --�'1 •� ,�, 1 2foob �G ss o0 00'OT'15 �� --� 5.00' Left ��, 1 2foo S� ss 3+0o03553 a Sto 4+07.60 (Prod) v o� "� ) 19 Fid N 00'OT'15' x735 t'I i! �.• � '?j�V �2 - - 'oma - - 3 c� �- r� f'I I I (� 1� -I- A 5� 1035.. C • 5.00 Left 19 � 0 � I Ik'I 1_3 - 32 02 2 � � ro � 3 oT N._ 175�� - �- �o A 10 53 0 # - - - 2 3 :k III 3 � Int Sto 1(00 00 s E �p5 , ,�� �•tiC SUNGLOW COURT I I II �• ✓ ,/ i I � I ✓ - _-,--�s- = Sto 4+52.08 i ''� 15 - St 3+68.28 Lf Sta 3+67.91 ;n tt . I O ). � � �y - �- Brook Drive I I f'1 cV O Q T G OW COURT 1 I J Il o II F 1 Q t\ o Q W W m N q) SILKBERRY COURT �Vl�t siN6--711f� r ' 1 III I 11 v °� o m a v ►� o • cV v641 Q + 2 f iii I II I + ao + a a ►Y iN��wrvc� ��a /ruc. `,�.p I Z W � � � Of 0 m ' I Z i� l( W � �. � ,� h ao W W N �� N Qo f� !� I I I I I I a ��j h CITY 24 O Q o "i �' O Q o Q o �� ^ h o Q V O W DESCRIPTION OF REVISION DATE APPROVED I_:J II l I:.i o 10 w 9 8 a I II I:.� O 20 �, 19 18 .� N a ►� I �j o �lI ^ iF �� Q 1.1 II II I:I h yeti o `i+ 26 N Q o ni ►�� m Q 26 I.I Q - 2 6 •1. �. of m 1r 18' 18' 1r 17 0 7 $ s �, 1r 18' 18' 12' ,7 g 17 26 0 17 0 o � 1s CITY OF RANCHO CUCAMONGA Old 30' 30' 0 17 19 j 2 6 ~� ) 30' 30' o 17 2 6 I;W c� + ^ O 6 0' 26 ® M 6 p" 17 � � � 26 STREET IMPROVEMENT PLANS Brook Drive - ® Brook Drive `' 17 for TRACT No. 1572 7-4 SEE SHEET 2 of 5 .11 Q SEE SHEET 2 of 5 SUNGLOW COURT/SILKBERRY COURT (private) �>✓'L�A >2AVUs t.��-► -ra�nrr- o QROFESS/pSta 1+45.00 to 3+68.28 / Sta 1+45.00 to 3+67.91 it 1lb '15 " boozol r/B.O3 ' j. 21' CURVE TABLESw��euR � APPROVED BY: DATL i- Underground Service Alert - o Q - FORE ,D 11 �� l5 �,/8 Dl� /2/. �7 gyp. 4� O e� yoG c / __ � _ r � R L T � " �'� 43. 85 � CITY ENGINEER _ � _ � c ±r -_ , _ � : R.C.E. 2495.3 DESIGN PREPARED IN THE OFFICE of RECOMMENDED * LOCKMAN & ASSOCIATES C3 o Call: TOLL FREE � �1 �� /.J '�2' ��¢ � �• �� A 15'00100 41 88.00' 2,3.04' 11.59' • x/31 0o D.L.M. U D 2 S 2� 'OLS OL19.� 37 5j' 4 /�i ,-7� / r / / / //,. f� �Q CONSULTING ENGINEERS AND PLANNERS 1-80� ® o�✓ , 2 v 64. D ' 1-7 D� B 210'00 00 38.00 139.28 141.82 qj �'V �� �� OWN. SHEET OF 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. CA\ 4 - - TEL (909) 944-6988 / FAX (909) 948-8508 5 F D� �l. i4 ' 70 D.L.M. - �� 5 5 CHK. w. DWG. No. 85 TWO WORKING DAYS BEFORE YOU DIG , \ ` -� / 1 C•WL. DATE NOV E 9 OCKMAN FILE No. 95-3438 1645 PROJECT SHEET No. OF