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Winchester@Nicolas Street Improvment
RETAINING WALL GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 3. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF UNIFORM BUILDING CODE STANDARDS (1997 EDITION), AMERICAN CONCRETE INSTITUTE, ACI 318-99, AND ANY A.S.T.M. SPECIFICATIONS WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 4. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 5. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 6. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 7. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL DRAWINGS FOR TOP OF WALL AND TOP OF FOOTING ELEVATIONS. 8. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 9. NEITHER THE OWNER NOR THE CIVIL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY THE CIVIL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. 10. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. OWNER SHALL RETAIN A CALIFORNIA LICENSED CIVIL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 11. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 12. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. /1f1\IJ�0C7C. 1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318-99 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. ALL CONCRETE MIXED PER A.S.T.M. C-94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,250 P.S.I. AT 28 DAYS. 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 1 INCH. 4. CEMENT SHALL CONFORM TO A.S.T.M., C-150, TYPE II. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-44, i" MAXIMUM SIZE. MAXIMUM WATER/CEMENT RATIO = 0.50. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT OF RECORD. 6, CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905 UNLESS NOTED OTHERWISE. 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 8. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). 9. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 11" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 10. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I, EXT-A.P.A. PLYWOOD. 11. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. 12. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 13. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT 14. FOUNDATION STEEL OFF THE GROUND. ALL SUPPORTS FOR REBAR SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN 3,250 PSI. 15. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS. U.N.O. REINFORCNG STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE U.B.C., AND THE ACI 318-99 OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS, 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60, REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I./A.W.S. D1.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185, AND SHALL BE LAPPED 1 SPACES AND 12" MINIMUM. 6, DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE IN ACCORDANCE WITH ACI 318-99 AND APPROVED BY THE ENGINEER OF RECORD. 8. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.N.O. 9. ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND - INCH UNITS. TOP OF FOOTING (TF)- PER PLAN TOP OF WALL 9 (TW) PER PLAN m Iel ii 1!11 W. 2 2" = CLR e LIJ #4 @ 18" I a STARTER Do � Uj WALL (2") F.G X a > �0 I O_ J O M U I 3" N CLR 1'-0" , -„ R n #4 @ 12" LAP 24" MIN. BELOW Y4" TO 1 Y2" SIZE GRAVEL WRAPPED IN FILTER FABRIC. #4 ® 6„ VL= 3'-9" #4 @ 18" 4" PVC NON -PERFORATED DRAIN EVERY 30'. 4" PVC PERFORATED DRAIN WRAPPED IN FILTER FABRIC. #4 @ 18" N J" GRAVEL LAYER 9" PROPOSED RETAINING WALL ALONG WEST OF WINCHESTER ROAD AND NORTH OF NICOLAS ROAD. TYPICAL SECTION N.T.S @ 12" 1'-0" 2'-0" DESIGN CRITERIA DEAD LOAD: CONCRETE DENSITY, W = 150 PCF SOIL DENSITY, W = 110 PCF ALLOWABLE STRESSES: f'c = 3,250 PSI Fy = 60,000 PSI SOIL PARAMETERS: ALLOWABLE FOUNDATION PRESSURE = 1500 PSF (U.B.0 TABLE 18-1-A) ACTIVE PRESSURE = 30 PCF (U.B.0 1611.6) PASSIVE PRESSURE = 150 PCF (U.B. TABLE 18-1-A) LATERAL SLIDING COEFFICIENT = 0.25 (U.B.0 TABLE 18-1-A� RESISTANCE DUE TO PASSIVE PRESSU E AND SLIDING COEF ICIENT CAN BE COMBINED. (U.B.0 TABLE 18-1-A) SEISMIC LOAD SEISMIC LOAD = 19 x WALL HEIGHT (H2), LOCATED AT 0.61H. SOIL INSPECTION SOILS ENGINEER SHALL INSPECT AND APPROVE SUBGRADE AND BACKFILL MATERIAL FOR RETAINING WALLS AND VERIFY DESIGN PARAMETERS SHOWN PRIOR TO CONSTRUCTION. LD05-047CO PLAN PREPARED BY: VA Consulting, Inc. ENGINEERS PLANNERS SURVEYORS GONSULTMG 17801 CARTWRIGHT ROAD (949) 474-1400 IRVINE. CA 92614 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY ''�., G Drawing No. x SCALE �µ0FES5/DATE: O,y. KRR/TCP TCP MRH RECOMMENDED BY: 6 DEPARTMENT OF PUBLIC WORKS ,�. �- CITY OF TEM CONTRACTOR HORIZONTAL �\ d �9s`"yc,+ LA S PR PARED UNDER THE SUPERVISION OF I2/Z$ D� E3 ACCEPTED BY: DATE: STREET IMPROVEMENT PLANS 1"=40' Exp."6/30/O8 / ��_1p_o6 RONALD J. PARKS, WINCHESTE ROAD/NICOLAS ROAD o INSPECTOR SEE SHEET 1 ♦ r DATE: DEPUTY DIRECTOR OF PUBLIC WORKS E VERTICAL `' cIWL P NIE J. HAYE9 RETAINING WALL o ..:......:.:::: DATE COMPLETED AS SHOWN OF GW 63132 6/30/08 R.C.E. NO, 19744 EXPIRES: 9/30/2007 .w"'` TYPICAL SECTION AND NOTES SHEETI OOF 13 Z R.C.E. NO. _EXPIRES: • 0; •• Le v) L- --,2 1 I SOLID I V / Q 0 U z 12' 1! t. 0 17' 1 1C1111 STA. 11+65 MATCHLINE SEE SHEET 11 PLAN PREPARED BY: VA Consulting, Inc. v ENGINEERS PLANNERS SURVEYORS CONSULTING 17801 CARTWRIGHT ROAD (949) 474-1400 IRVINE, CA 92614 CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATE COMPLETED BUS STOP W N CH ESTER ROAD SIGN AND BENCH no o 13 �avuu7 PROPOSED RETAINING WALL I`-` p� '. .. O, tx za.,-------- _--. M _ ...._— •— — —.._. _— (y W66•, 94 ..__ __-- W65 N 6 66' ON C-71 — IN — — — — — — 34 cr — IN 36 3 —:v m — — -- — 14 kA 50 1 9 1 3 11 A 15 (TYP.1j SOLI -S,S 12 9 I n — R/W — — — i Z 13 R1 -2 22 18 R2(55) 23 cy BUS STOP + W65-1 14 I I wa 8 SIGN AND BENCH No CONSTRUCTION NOTES: 14 W66r N ware SIGN "A" (14 40 20 0 40 810 SCALE IN FEET 1 inch = 40 ft. REVISIONS I DATE 1 r ONLY ONLY ONLY ONLY ONLY SIGN "A" (EXISTING SIGN TO BE REMOVED) WINCH ESTER ROAD 4DW66A, R2(25) u�il W66 + m SCALE 1 "=40' N/A "RIGHT 2 LANES" No.45776 Exp, 12/31/06 O INSTALL 4" LANE LINE PER DETAIL 12, CALTRANS STANDARD PLAN A20A. O INSTALL CHANNELIZING LINE PER DETAIL 38 (THERMOPLASTIC), CALTRANS STANDARD PLAN A20D. OINSTALL WHITE LANE LINE EXTENSIONS PER DETAIL 40 AND 40A, CALTRANS STANDARD PLAN A20D. O INSTALL TYPE IV ARROW (L OR R) (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. OINSTALL TYPE VI ARROW (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. 10 INSTALL YELLOW CROSSWALK (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. CROSSWALKS ACROSS WINCHESTER ROAD SHALL HAVE LADDER BARS PER DETAIL ON SHEET 11. 11 INSTALL W11 SIGN AND POST PER CITY OF TEMECULA STANDARDS. 12 INSTALL W75 SIGN AND POST PER CITY OF TEMECULA STANDARDS. 13 INSTALL R18-2 SIGN AND POST PER CITY OF TEMECULA STANDARDS. R28A DESIGNED BY DRAWN BY CHECKED BY KK/KRR KK KRR /j''��//PLANS PREPARED UNDER THE SUPERVISION OF /1�11 ' hL.V DATE: II4410Co MOHAMMAD R. HEIAT R.C.E. NO. 45776 EXPIRES: 12/31/06 O LLJ LL +zJ J 0 _ () O I- I- L1J (n LLJ i/7 ESTIMATE OF QUANTITIES QUANTITY UNIT DETAIL 12 5,373 LF DETAIL 25 1,240 LF DETAIL 29 30 LF DETAIL 38 2750 LF DETAIL 40 698 LF 12" YELLOW STRIPE 2430 LF 12" WHITE STRIPE 40 LF THERMOPLASTIC PAVEMENT MARKINGS 741 SF SIGN (POST) 19 EA REMOVE CONFLICTING TRAFFIC STRIPING AND MARKINGS 7,000 SF REMOVE AND SALVAGE SIGN AND POST 14 EA RELOCATE EXISTING SIGN AND POST 7 EA REMOVE AND SALVAGE EXISTING BUS STOP SIGN AND BENCH 1 EA INSTALL BUS STOP SIGN AND BENCH 1 EA RELOCATE EXISTING BUS STOP SIGN AND BENCH 1 EA CONSTRUCTION NOTES(CONTINUED): 14 REMOVE AND SALVAGE EXISTING SIGN AND POST (WHERE APPLICABLE). 15 REMOVE AND SANDBLAST CONFLICTING STRIPING. 16 REMOVE CONFLICTING PAVEMENT MARKINGS. 18 RELOCATE EXISTING SIGN AS SHOWN. 19 EXISTING SIGN TO REMAIN (PROTECT IN PLACE). 20 REMOVE AND SALVAGE EXISTING BUS STOP SIGN AND BENCH. 21 INSTALL BUS STOP AND BENCH. 22 RELOCATE EXISTING BUS STOP SIGN AND BENCH, 23 INSTALL LEFT EDGELINE PER DETAIL 25, CALTRANS STANDARD PLAN A20B. 24 INSTALL G7 SIGN AND POST PER CITY OF TEMECULA STANDARDS. 25 INSTALL 12" WHITE CHEVRONS AT 45' ON 25' SPACINGS ON CENTER. 26 INSTALL TYPE K MARKER AND POST PER CITY OF TEMECULA STANDARDS. 33 INSTALL "45" PAVEMENT MARKING (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24C. 34 INSTALL "55" PAVEMENT MARKING (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24C. 35 INSTALL 4"/4" DOUBLE YELLOW MEDIAN STRIPE PER DETAIL 29, CALTRANS STANDARD PLAN A20B. 36 INSTALL R96 SIGN AND POST PER CITY OF TEMECULA STANDARDS. SIGNING AND STRIPING GENERAL NOTES 1. STRIPING, SIGNING OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO FIELD INSPECTION AND APPROVAL BY THE INSPECTOR. 2. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING. 3. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI -INTENSITY GRADE REFLECTIVE SHEETING AND BE A MINIMUM OF 30"X30". OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. 4. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT CENTER DELTA OF THE CURB RETURN, OR BACK OF THE CROSSWALK OR STOP BAR. 5. ALL R1 SIGNS WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS SPECIFIED ON THE PLAN. 6. ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE CURB RETURN OR BEHIND THE WHEELCHAIR ACCESS RAMPS UNLESS OTHERWISE SPECIFIED ON THE PLAN. 7. THE STOP LEGEND SHALL BE 8 FEET BEHIND THE STOP BAR. IF REQUIRED, DIRECTIONAL ARROWS, SHALL ALSO BE 8 FEET BEHIND THE STOP BAR OR 8 FEET BEHIND THE STOP LEGENDS. 8. ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALTRANS STANDARD PLANS: A20A THROUGH A24E. 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY BE INSTALLED ABOVE THE R1 SIGN OR AS SPECIFIED ON THE PLAN. 10. THE POST MATERIAL SHALL BE "TELESPAR QWIK-PUNCH" OR APPROVED EQUAL WITH RECEPTIVE 30-INCH OR 36-INCH ANCHOR ASSEMBLY. 11. ALL PAVEMENT STRIPING AND LEGENDS SHALL BE INSTALLED PER SECTION 84.3 OF THE CALTRANS STANDARD SPECIFICATIONS. 12. ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN NOT LESS THAN 7 DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. 13. ALL PAVEMENT MARKINGS AND LINES 8" OR WIDER SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 14. ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKERS (RPM) PER SECTION 85 OF THE CALTRANS STANDARD SPECIFICATIONS. // -- LD05-04700 RECOMMENDED BYOd DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No: I2,28 -06 ACCEPTED BY: fexx lug DATE: �L f8 ob SIGNING AND STRIPING PLAN RONALD PARKS, WINCHESTER. ROAD AT DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. NO. 19744 EXPIRES: 9/30/2007 OT N I C O L A S ROAD SHEET 11 of 13 F� i./v/•-v MCOLAS ROAD 0 O LLJ Lr I— Z QC W J � ~ Q W Q F-- W ( n U) O I R W 00 32 (TYP.) NSITION Q Q N ------ LLJ +1 M 7+00 8+00 (n CL LLJ 6+00 N 19 R26 150' N V) 16 .mice,. 'lii�//M PLAN PREPARED BY: VAVA Consulting, Inc. ENGINEERS PLANNERS SURVEYORS CONSULUNG 17801 CARTWRIGHT ROAD (949) 474-1400 IRMNE, CA 92614 CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATECOMPLETED REVISIONS YELLOW CROSSWALK AND LADDER BARS LANE OF LINE LANE 7 ti I I SEE NOTES 1 & 2 CURB FACE I i 2' 1.5' 3' IVARIES 3.5' MAX. (1yp•) 1. INTENT OF LONGITUDINAL SPACING OF LADDER BARS IS TO PLACE THEM ALONG LANE LINES AND IN THE CENTER OF LANES TO AVOID VEHICLE WHEEL PATHS. LADDER BARS SHALL BE CONTINUED ACROSS THE ENTIRE ROADWAY WIDTH, WITH THE LAST FULL BAR (NO PARTIAL BARS) AT LEAST 2' FROM CURB FACE. 2. AT SKEW INTERSECTIONS, THE LADDER BARS SHALL BE PARALLEL TO THE LANE LINES, NOT PERPENDICULAR TO THE CROSSWALK LINES. LADDER BAR CROSSWALK DETAIL N I COLAS ROAD 455' TRANSITION (13' ® 35-1) SIGN "B" R2(45) DATE I I I I I I / I\ (SIGN "C". SIGN Z ) 17_ ;EXISTING SIGN) SIGN "B" SEE SHEET 10. t ONLY ONLY ONLY SIGN IVC (EXISTING SIGN TO BE REMOVED) 80" r ONLYIONLYIONLYIONIL ONLY SIGN "D" (PROPOSED SIGN) NOT TO SCALE D STRIPING GENER CID to I I 74 I I FUTURE DRIVEWAY l�d I OP. IP(NTYP) SIGN "B" I I I In BY OTHEI OTHERS /—------------ ._. _ In N 19 "CAUTIO -Tn OD 30 R7� PIPESS.c1 0TYPE K96`�NN 6 -04 _ _ 4 R34, T 04 15 50 1 7\ '(' EXIST. STRIPING (�) SOLID ���) ��� / TO REMAIN 1 40 2� 40 80 SCALE IN FEET 1 inch = 40 ft SCALE DESIGNED BY DRAWN BY CHECKED BY is )RIZONTAL bo n R KK/KRR KK KRR 1"=40' No.45776 PLANS PREPARED UNDER THE SUPERVISION OF � � * /08 �% �/� ERTICAL Exp. 12/31 '?,y� /f •H"c.-�.� DATE:- CIML MOHAMMAD R. HEIAT N/A of cN R.C.E. N0, 45776 EXPIRES: 12/31/08 PER CITY OF TEMECULA PLAN NO. LD06-171CO C� 30" ESTIMATES OF QUANTITIES QUANTITY UNIT DETAIL 9 108 LF DETAIL 12 519 LF DETAIL 22 150 LF DETAIL 29 530 LF DETAIL 378 153 LF DETAIL 38 530 LF DETAIL 39A 1127 LF 12" WHITE STRIPE 92 LF THERMOPLASTIC PAVEMENT MARKINGS 290 SF SIGN (POST) 9 EA REMOVE CONFLICTING TRAFFIC STRIPING AND MARKINGS 3,000 SF REMOVE AND SALVAGE SIGN AND POST 6 EA RELOCATE EXISTING SIGN AND POST 1 EA REMOVE AND SALVAGE DELINEATORS 93 EA RED CURB 265 LF CONSTRUCTION NOTES: O INSTALL 4" LANE LINE PER DETAIL 12, CALTRANS STANDARD PLAN A20A. O2 INSTALL CENTERLINE STRIPE PER DETAIL 22, CALTRANS STANDARD PLAN A20A, O3 INSTALL PAINTED MEDIAN PER DETAIL 29, CALTRANS STANDARD PLAN A20B. O4 INSTALL LANE DROP LINE PER DETAIL 37B, CALTRANS STANDARD PLAN A20C. O INSTALL CHANNEUZING LINE PER DETAIL 38 (THERMOPLASTIC), CALTRANS STANDARD PLAN A20D. (Y6 INSTALL BIKE LANE PER DETAIL 39, AND 39A, CALTRANS STANDARD PLAN A20D. O8 INSTALL TYPE IV ARROW (L OR R) (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. O INSTALL TYPE VI ARROW (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. 11 INSTALL W11 SIGN AND POST PER CITY OF TEMECULA STANDARDS. 13 INSTALL R18-2 SIGN AND POST PER CITY OF TEMECULA STANDARDS. 14 REMOVE AND SALVAGE EXISTING SIGN AND POST (WHERE APPLICABLE). 15 REMOVE AND SANDBLAST CONFLICTING STRIPING (REMOVE RPM'S). 16 REMOVE CONFLICTING PAVEMENT MARKINGS. 17 REMOVE EXISTING DELINEATERS. 18 RELOCATE EXISTING SIGN AS SHOWN. 19 EXISTING SIGN TO REMAIN (PROTECT IN PLACE). 27 INSTALL 4" LANE LINE PER DETAIL 9, CALTRANS STANDARD PLAN A20A. 28 INSTALL R1, R41 SIGN AND POST PER CITY OF TEMECULA STANDARDS. 29 INSTALL SIGN "D" SIGN AND POST PER CITY OF TEMECULA STANDARDS. 30 INSTALL R7, TYPE K SIGN AND POST PER CITY OF TEMECULA STANDARD POLICY #2. 31 INSTALL WHITE 'ONLY" PAVEMENT LEGEND (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. 32 INSTALL RED CURB. 33 INSTALL "45" PAVEMENT LEGEND (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24C. 36 I S N TALL R96 SIGN AND POST PER CITY OF TEMECULA STANDARDS. m 37 INSTALL WHITE STOP BAR (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. 3 N RECOMMENDED BY4r ATE: /72-2$•0b ACCEPTED BY: 4 ATE: RONALD J. PARKS, DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. NO. 19744 EXPIRES: 9/30/2007 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 4 'pSIGNING AND STRIPING PLAN WINCHESTER ROAD 1 NICOLAS ROAD 0 0 H N � I LW6-047CO 0- 01 I oI in Drawing No. W � /o "o U N ON ' SHEET 12 OF 13 X CONDUCTOR SCHEDULE AWG CIRCUIT 1 2 3 5 6 7 8 1 04 04P 07 OLB - - - - 1 1 1 2 01 02 02P OLC - - _-_ - - 1 1 1 1 12 3 01,06,06P 1 1 1 1 - - - 1 COND. 4 03,04,04P,OLB - 1 1 1 - - - 1 SIGNAL 5 03 08 08P OLA - - 1 t - - - 1 CABLE 6 05,06,06P - - - 1 _ - - 1 7 02 02P,05,OLC - - - - - - - 1 8 07 08 08P OLA - - 1 TOTAL 1 2 3 4 1 2 3 8 1 02PPB - - - - - 1 1 1 3 QA 04PPB COND. SIGNAL 4 06PPB - 1 CABLE 5 06PPB - - - 1 6 08PPB - - - 1 7 08PPB - - - - - - - t 8 02PPB - - - - - - 1 TOTAL 1 2 3 4 1 2 3 8 #12 IISNS 2 2 2 2 - 2 2 - SIGNAL COMMON 1 1 1 1 1 1 1 2 #10 LUMINAIRE 2 2 2 2 - 2 2 - TOTAL 3 3 3 3 1 3 3 2 01 DETECTORS 2 - - - 2 DET. 02 DETECTORS _ - 5 5 5 LOOP 03 DETECTORS - - - - - - _ 3 3 CABLE 04 DETECTORS - 3 3 3 - - - 3 TYPE 05 DETECTORS - - - - 2 2 2 2 B 06 DETECTORS - - - 5 - - - 5 07 DETECTORS - 1 1 1 - - - 1 08 DETECTORS - I - - - - - 1 3 1 3 TOTAL DLC - 4 1 4 11 1 7 7 13 24 EVP CABLE 1 1 1 2 2 - 1 1 4 COAXIAL CABLE - - - - - - - 1 CCTV CAMERA POWER - - - - - - - - CONDUIT SIZE 3" 3" 3" 3" 3" 3" 3" -3 1-3" (SIC) DETAIL "A" RELOCATED EXISTING OPTICAL PRE-EMPTION //// DETECTOR MAST ARM MOUNTING CLAMP (ASTRO MINI BRAC MOUNT DR APPROVED EQUAL) LOCATE EVPE DETECTOR ON LEVEL PART OF MAST ARM EMERGENCY VEHICLE PRE—EMPTION DETECTOR TRAFFIC SIGNAL MAST ARM MOUNTING DETAIL WINCHESTER R/W � _ R/' 2" C, 4 S.I.C., 24 SMFO 2" C, S.I.Q., grow__. 24,SMFD� CONSTRUCTION NOTES (THIS SHEET) 0 CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND I�--"'-'--r..._B.—l'-I- SHALL FURNISH AND INSTALL MODEL 170 CONTROLLER ASSEMBLY WITH -- BITRAN 233 SOFTWARE. THE CONTROLLER ASSEMBLY SHALL BE HOUSED IN 1 cN --- —Fi 3. A TYPE 332 CABINET WIRED FOR 8 PHASE OPERATION, AND INCLUDE 9 2 FUNCTIONS INDICATED ON THE PLANS. THE CABINET SHALL INCLUDE `�'----"9s--_-ss-_----^ CABINET DRAWER ASSEMBLY, AND CABINET LIGHT ASSEMBLY. THE Io8 CABINET'S POLICE PANEL SHALL BE EQUIPPED WITH A CONNECTION FOR A - r- — -- --� TRAFFIC SIGNAL CONTROLLER MANUAL OVERRIDE SWITCH. ALL EQUIPMENT _ SHALL BE ON THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCTS - — -- --- -- — =- --- LIST". GDI LOAD SWITCHES WILL NOT BE ACCEPTED. 441, 88 2❑ FURNISH AND INSTALL A DUAL -METERED TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: 120/240V - 100A MAIN -- I 120V - 50A METERED SIGNALS _ 240V - 40A UNMETERED LIGHTING 120V - 15A METERED IISNS DUAL TYPE V - P.E.C. Sig 120V - 20A METERED IP BREAKER FOR CCTV CAMERAS 212U Q REMOVE AND REUSE EXISTING OPTICAL PRE-EMPTION DETECTOR ON NEW `r-`--- _ 11913 SIGNAL MAST ARM. SEE DETAIL "A". 212U _ AL '' __._T_____T ® FURNISH AND INSTALL 24 SMFO CABLE AND 12 PR#19 SIGNAL '-` INTERCONNECT CABLE (SIC) TO CONTROLLER CABINET AT RORIPAUGH ROAD 212E n 111 �13 (t2445' CL TO CE). I ❑5 FURNISH AND INSTALL TYPE "V" PEC UNIT IN SERVICE CABINET. iv 213E I © FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER STANDARD PLAN ES-7N, DETAIL "U". 1.4 F71 FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS SHOWN.�- 8 FURNISH AND INSTALL "DIMENSION" .BATTERY BACK-UP SYSTEM IN CONTROLLER CABINET. FURNISH AND INSTALL BATTERY CABINET ON REAR OF CONTROLLER CABINET AND WIRE PER MANUFACTURER'S SPECIFICATIONS. BATTERY BACK-UP CABINET DIMENSIONS SHALL BE 27"H X 24"W X 8"D. 2" C. 2 DLC ❑9 REMOVE AND SALVAGE POLE STANDARD OF TYPE INDICATED, MAST ARM, SIGNS, LUMINAIRE MAST ARM, AND ALL SIGNAL EQUIPMENT COMPLETE AND REMOVE FOUNDATION. DELIVER SALVAGED EQUIPMENT TO CITY YARD. REUSE IISNS'S ON NEW SIGNAL MAST ARMS (SEE POLE SCHEDULE). R_�.--� 10 FURNISH AND INSTALL 2" CONDUIT. REPULL EXISTING 12 PAIR #19 INTERCONNECT CABLE TO NEW CONTROLLER THROUGH NEW CONDUIT. TRAFFIC F1f /� SIGNAL SIGNAL ^ I GENERAL GENERAL I nI NOTES 11 FURNISH AND INSTALL COAXIAL CABLE TO CCTV 40 STANDARD AND. INSTALL EXISTING CCTV CAMERA AT TOP OF POLE. SEE SHEET 1. 12 REMOVE AND SALVAGE EXISTING TYPE 332 CABINET AND SERVICE �pFES� COMPLETE.Q�ON-L 13 RELOCATE EXISTING CCTV CAMERA ON EXISTING SIGNAL STANDARD TO NEW TYPE CCTV 40 POLE PER CALTRANS STANDARD PLANS SHEET ES-16A. ND. TR001647 CONTRACTOR SHALL COORDINATE WITH THE ENGINEER REGARDING THE .k Exp. 9/30/OB EXACT LOCATION OF THE CCTV CAMERA AND POLE. 9 1M1'AFF1G �P 14 RELOCATE EXISTING CAMERA CONTROL RECOVER(1) AND OPTICAL 1 TRANSCEIVER(1) IN TYPE 334 CABINET. PROVIDE NEW FOUNDATION WITH LINE CONDITIONER/SURGE SUPPRESSOR WITH GROUNDING ROD. WIRE TO PLAN PREPARED g/4//3/04 T.S. SERVICE TO PROVIDE POWER TO RELOCATED 334 CABINET EQUIPMENT. ADD A POWER SUPPLY UNIT, A LINE CONDITIONER LOW/HIGH VOLTAGE REGULATOR WITH SPIKE/NOISE SUPPRESSION, HEATER UNIT AND A SIECOR VA Consulting, Inc. FIBER DISTRIBUTION/TERMINATION UNIT FOR 24 STRAND TERMINATIONS. ENGINEERS PLANNERS SURVEYORS EXACT LOCATION OF THE CABINET SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER. F.O.. CABLE 0� EQUIP. SHALL. fie lwn _K!*LQCAfe'Q ey .4 Q41A4-/F/,F0 7-A</V/C/4N. CONSUL"NG 17801 CARTWRIGHT ROAD (949) 474-1400 IRVINE, CA 92614 CONSTRUCTION RECORD DATE I BY REVISIONS DATE ACC'D BENCHMARK CONTRACTOR _ INSPECTOR SEE SHEET 1 DATE COMPLETED R/W 2" C. 1 DLC 4, I f � I I 2" C, 1 5 R/W �I 1 v �� � I _j 0 II U I1 I � I R/WJ' SCALE 1"=20' I 'I+\ Exp.12/31/OB N/A 13' 11 19' I TY�P) I TYP) i m s. U --DW 0 DETECTOR PLACEMENT DETAL LIMIT LINE OR X-WALK NOTE: ALL DETECTORS TO BE CENTERED IN LANE„ UNLESS OTHERWISE NOTED 3 TURNS THRU (TYPICAL) TRAFFIC LANE (TYP.) CL LEFT TURN LANE (TYP.) 2' 6'0 10' 6'0 1 20 10 0 20 40 SCALE IN FEET 1 inch = 20 ft. ROAD RR ® O 2" C, 2 DLC, 2#10 - 11►. air 6J4U 24" 24" NO U TURN DETAIL "D" R73 (MOD) N. T.S. P-b f ----�__---� ---raj----ss---- --ss 6J3L 1 — — I f98 119U n , I GAS RRR ' l lliliF1 _ `�� ili�C1 .l .���� , i 1 fI DETAIL e Ih I I I7 1 111 11 1' 12' 12" I I RED (LED) YELLOW (LED) GREEN (LED) PHASE DIAGRAM I I I7 1 111 11 1' 12' 12" I I RED (LED) YELLOW (LED) GREEN (LED) PHASE DIAGRAM OLA 01 02 03 04 OLB E— LC � o08 m W 05 06 07 E — ->- 06P 04PO404 EE 06 _01 m I 01 0_0 E—� 06P W � 0s OLA OLB OR OL 02—� 02P4 OL� W 05 05B 02 08 08 08P 02PE - SEQUENCE WITH CALLS ON ALL PHASES DETECTION SPEED: WINCHESTER ROAD = 55 MPH NICOLAS ROAD = 45 MPH R/W EX. 1 1/2" C 2" C, 2 DLC Y - S'-----se— --—�------ 6J21. 6021:1 Dw —..— — _ 2U-_ ow_ GAS GAS --Is - .__. -- -= ^EXEC T 19 PR41. 5 I r WILLOWS AVENUE _ EX. W44- EX. ADVANCE BEACON 1 4 2 3 UADRANT DETAIL PEDESTRIAN PUSH BUTTON LOCATION (TOP VIEW) DETAIL "B" POLE LOCATION LCR EXACT LOCATION BY ` �J ENGINEER IN THE FIELD ad SIGNAL STANDARD NO SCALE PLACEMENT DETAIL EX, 2" C,' 12 PR#19 S.I.C. TO WILLOWS AVENUE (t3,111' CE TO rL) • POLE SCHEDULE POLE DATA SIGNAL M.A. H.P. SOD VAP SIGNAL MOUNTING PED. PUSH BUTTON ' POLE LOCATION IISNS (TYPE A) MESSAGE (DBL FACE) NO. TYPE HT. M.A. WATTS VEH. M.A. I PED. PHASE POLE QUAD. A B 1 61-5-100 30' 60' 15' 1 250 SV-1-T 2-MAS SP-1-T 2 1 12' 5.5' Winchester Rd(R) 1A 10' - - - TV-2-T - SP-1-T 4 2 12' S - 3 CCTV 40 40' - - - - - - - - 8' 3' - 4 61-5-100 30' 65'■ 15' 250 SV-1-T 3-MAS SP-1-T 4 2 12' 3' Nicolas Rd(R) 5 IA 10' - - - TV-2-T - SP-1-T 6 3 12' 3' - 6 19-4-100 30' 30'A 15' 250 SV-1-T 2-MAS SP-1-T 6 3 12' 3' Winchester Rd(R) 7 to 10' - - - TV-2-T - SP-1-T 8 4 12' 3' - 8 61-5-100 30' 65'■ 15' 250 SV-1-T 3-MAS SP-1-T 8 4 12' 3' Nicolas Rd(R) 9 1A 1 10' - - - TV-2-T - I SP-1-T 1 2 1 1 12' 3' - • POTHOLE MAST ARM POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. • SEE DETAIL "B" YELLOW (LED) NOTE: ALL EQUIPMENT NEW EXCEPT: (R) - RELOCATE (E) - EXISTING F DISTANCE = 17' ■ F DISTANCE = 25 GREEN (LED) 08+OLA 04+OLB 02+01LC -2" c, 1 DLC DETAIL "C" R/W UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS ROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARML ESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNGERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK 1LDWO47CO DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY. ATE:�Z-2g'o6 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. KRR/KK KK MRH PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: `-}'/,' !�" DATE: , t i8 O(0 TRAFFIC SIGNAL PLAN Z/ti DATE: I2�o� RONAD J. PARKS, DEPUTY DIRECTOR OF PUBLIC WORKS WINCHESTER ROAD AT MOHAMMAD R. HEIAT R.C.E. NO. 19744 EXPIRES: 9/30/2007 '-,y ..�.i°R���.. N I C O L A S ROAD SHEET 1 3 OF 13 R.C.E. NO. 45776 EXPIRES: 92/31 /OB CONSTRUCTION NOTES: QUANTITIES Oi PLACE 0.45' AC PAVEMENT OVER 1.00' AGGREGATE BASE PER TYPICAL SECTION.............................................................. 47,480 S.F. O2 PLACE 0.35' AC PAVEMENT OVER 0.83' AGGREGATE BASE PER TYPICAL SECTION................................................................. 13,850 S.F. O CONSTRUCT 8" CURB AND GUTTER PER CITY OF TEMECULA STD NO. 201, TYPE A-8...................................................... 2,240 L.F. O CONSTRUCT 6" CURB AND GUTTER PER CITY OF TEMECULA STD NO. 200, TYPE A-6....................................................... 860 L.F. O5 CONSTRUCT 8" CURB PER CITY OF TEMECULA STD NO. 204, TYPE D-8...................................................................................... 3,000 L.F. O CONSTRUCT 6" CURB PER CITY OF TEMECULA .STD NO. 204A, TYPE D-6.............................................................................. 16 L.F. O7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF TEMECULA STD NO. 400 & 401..-........................... 30,858 S.F. O CONSTRUCT ACCESS RAMP PER CITY OF TEMECULA STD NO. 402. ..... ............... .... ......... .. 4 EA. O REMOVE AND REPLACE COMMERCIAL DRIVEWAY PER TEMECULA STD NO. 207A. ...... .. .. 1 EA. 9a CONSTRUCT MODIFIED CURB RAMP PER DETAIL SHOWN ON SHT 2..................................................................................................... 3 EA. 10 REMOVE EXISTING CURB AND MEDIAN............................................................................................................................................................................. 35 L.F. 11 CONSTRUCT BUS TURNOUT PER COUNTY OF RIVERSIDE STD NO. 814....................................................... ........................... ............ . 1 EA. 12 CONSTRUCT RETAINING WALL PER TYPICAL SECTION ON SHEET 10..................................................................................................... 997 L.F. 13 CONSTRUCT MEDIAN TAPER PER APWA STD PLAN 140-2........................................................................................................................... NA 14 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN 141-1............................................................................................................................ NA 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT .. ............ ........................................................................................................................................ 39,070 S.F. 18 PROTECT IN PLACE....................................................................................................................................................................................................................... 7 EA. 17 ADJUST MANHOLE TO GRADE................................................................................................................................................................................................... 4 EA. 18 ADJUST WATER VALVE TO GRADE........................................................................................................................................................................................ 2 EA. 19 ADJUST GAS VALVE TO GRADE............................................................................................................................................................................................. 1 EA. 20 ADJUST PULLBOX TO GRADE.................................................................................................................................................................................................... 3 EA. 21 RELOCATE EXISTING MANHOLE . ...................................... -............ .......................................................................................................................................... 2 EA. 22 REMOVE EXISTING PULLBOX....................................................................................................................................................................................................... 32 EA. 23 RELOCATE EXISTING FIRE HYDRANT PER RCWD STD. PLAN RW-1 AND RW-6............................................................................... 3 EA. 24 RELOCATE/REMOVE EXISTING ROADSIDE SIGN PER SIGNING AND STRIPING PLAN................................................................... 33 EA. 25 RELOCATE EXISTING WATER VALVE..................................................................................................................................................................................... 1 EA. 26 EXISTING POWER POLES TO BE RELOCATED BY OTHERS.................................................................................................................................. 5 EA. 27 RELOCATE EXISTING STREET LIGHT PER CITY OF TEMECULA STD NO. 800.......................................... ......... .................. - ........... . 3 EA. 28 ... REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION.......................................................................................................................... 9 EA. 29 REMOVE EXISTING TREE . . ................... .............................................. ................ -... ............................................................... ....................................................... 28 EA. 30 REMOVE EXISTING CURB AND GUTTER.............................................................................................................................................................................. 5,200 L.F. 31 REMOVE EXISTING SIDEWALK.................................................................................................................................................................................................... 13,850 S.F. 32 INSTALL CHAINLINK FENCE, H=5', PER APWA STD. PLAN 600-1............................................................................................................ 917 L.F. 33 INSTALL WROUGHT IRON FENCE............................................................................................................................................................................................... 68 L.F. 34 RELOCATE EXISTING IRRIGATION CONTROL BOX...................................................................................................................................................... 1 EA. 35 REMOVE EXISTING SIGNAL POLE PER TRAFFIC SIGNAL MODIFICATION PLAN........................................................ 8 EA. ................... 36 RELOCATE EXISTING FULL -FLOW WATER METER ASSEMBLY WITH NEW SPRING -LOADED ALUMINUM LID PER RCWD STD. PLAN RW-17(MODIFIED). RELOCATE EXISTING REDUCED PRESSURE DEVICE PER RCWD STD. PLAN RW-19. 1 EA. 37 EXISTING MONUMENT SIGN TO BE REMOVED/RELOCATED BY OTHERS.................................................................................................... 2 EA. 38 REMOVE EXISTING WROUGHT IRON FENCE........................................................................................................................................................................ 206 LF. 39 CONSTRUCT LOCAL DEPRESSION NO. 2 PER RCFC RWCD STD. DRAWING NO. LD 201, CASE B..................... ........... .- 8 EA. 51 RELOCATE EXIST. PIPE INLET (TYPE GMP) PER CALTRANS STD. PLAN D75............................ .......... ..................... .... ........I........... 1 EA. 52 CONSTRUCT MANHOLE NO. 1 PER RCFC & WCD STD. DRAWING NO. MH251............................................................................... 1 EA. 53 CONSTRUCT MANHOLE NO. 4 PER RCFC & WCD STD. DRAWING NO. MH254............. ................................................................... . 4 EA. 54 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DRAWING NO. CB-100, WIDTHPER PLAN.................................................................................................................................................................................................................................. 9 EA. 55 REMOVE EXISTING PIPE. _ .......................................................................................... 1 L.S. 56 CONSTRUCT 24" RCP; D-LOAD PER PROFILE............................................................................................................................................................ 233 L.F. 57 CONSTRUCT 36" RCP; D-LOAD PER PROFILE............................................................................................................................................................ 5 L.F. 58 CONSTRUCT 42" RCP; D-LOAD PER PROFILE............................................................................................................................................................. 15 L.F. 59 CONSTRUCT 48" RCP; D-LOAD PER PROFILE........................................................................................................................................................... 445 L.F. 60 PROTECT IN PLACE........................................................................................................................................................................................................................... N.A. 61 CONSTRUCT 3" THICK CONCRETE APRON PER DETAIL HEREON................................................................................................................ 1 EA. 62 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC AND WCD STD. DRAWING NO. JS 227........................................ 2 EA. 63 CONSTRUCT CONCRETE COLLAR PER RCFC AND WCD STD. DRAWING NO. M803....................................................................... 8 EA. 64 CONSTRUCT PIPE CONCRETE ENCASEMENT PER DETAIL HEREON............................................................................................................. 5 EA. 65 CONSTRUCT CATCH BASIN TO AVOID EXISTING UTILITY PER MODIFIED APWA STD. PLAN 314-2, CASE 2. .......... ............ ......... 1 EA. EXIST. R/W WEST R/W I I S TC PER aw PLAN 31 30 W ss' 2%a N ISEE 72 - -, -2_% ----- I TYPICAL ----- SECTION 7 _ SHEET 10 3 -- � 1 15 i i * =20' STA 93+53.28 TO STA 95+72.63 * =O' TO 20', STA 95+72.63 TO STA 97+72.63 R� R/W L,r 2s q -9''TO 7' 17' To WIJCHESTER ROAD N.T.S. STA 93+53.28 TO STA 99+84.56 (NOTE: NO WIDENING ON SOUTHBOUND FROM STA 97+72,63 TO STA 99+84,56) EXIST. R/W _ST R/W I z J � w U x 30 31 N TC PER LAN.-_ 2% _ - 2:1 7 MAX. * =8' STA 93+62.31 TO STA 95+44.56 * =O' TO 8% STA 95+44.56 TO STA 99+84.56 EXIST. R/W EXIST. R/W N :1 AX. W INI I t:K 1I ** CONSTRUCT BUS TURNOUT, WIDTH=14' N.T.S. FROM STA 90+24.70 TO STA 91+75.28 STA 85+84.70 TO STA 92+15.28 (NOTE: NO WIDENING ON NORTHBOUND * =0' TO 8', STA 85+84.70 TO STA 90+24.70 FROM STA 85+84.70 TO STA 87+77.00) * =0' TO 30', STA 87+77.00 TO STA 89+27.00 * =8', STA 90+24.70 TO STA 92+15.28 * =30', STA 89+27.00 TO STA 91+91.23 EXIST. R/W NORTH 31 ( EXIST. R/W R/1'� NORTH Z z VARIES VARIES -7T6 10.8, 2.3' TO a TC PER w v a PLAN x a ti VARIES 5 75 2 VARIES �-j k----J NICOLAS ROAD N.T.S. * =13', STA 10+99.62 TO STA 12+11.22 * =0' TO 13% STA 12+11.22 TO STA 16+66.22 TC PLANK 31 30 EP.aZ - I� - - 1S NICOLAS ROAD N.T.S. * =O' TO 12', STA 5+53.06 TO STA 7+98.06 * - 12', STA 7+98.06 TO STA 8+98.06 EXIST. R/W SOUTH EXIST. R/W SOUTH a 0 1' GROOVED ro BORDER X 8.33% MAX. MAX. U U U uo 0 0 0 8. ' 4.0' 6.0' OR 8.0' e LHO 17111211 MODIFIED CURB RAMP PER COUNTY OF RIVERSIDE STD. PLAN NO. 403 N.T.S. 9a 1' GROOVED BORDER LD05-047CO PLAN PREPARED BY: VA Consulting, Inc. XIN ENGINEERS PLANNERS SIRI ORS CONSULTING 17801 CARTWRIGHT ROAD (949) 474-1400 IRVINE, CA 92614 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY Drawing No. o 'WNESRG'yq, KRR/TCP TCP MRH RECOMMENDED BY: DATE: �ZfLCir/*�' CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CONTRACTOR HORIZONTAL Y, He�'9i'i PLANS PREPARED UNDER THE SUPERVISION OF / AccEPTED BY: C DATE: IL iS Wo STREET IMPROVEMENT PLANS INSPECTOR SEE SHEET 1 1 =40 * Exp,12/31/as * //J/"1•�..✓! DATE: II/q O�! RONALD J. PARKS, WINCHESTER ROAD/NICOLAS ROAD DEPUTY DIRECTOR OF PUBLIC WORKS g VERTICAL s�� CIML Q MOHAMMAD R. HEIAT '� ;. .: CONSTRUCTION NOTES, QUANTITIES, DATE COMPLETED AS SHOWN OF CR.C.E. N0. 45776 EXPIRES: 12/31/06 R.C.E. NO. 19744 EXPIRES: 9/30/2007 TYPICAL SECTIONS, AND DETAILS I SHEET 2 OF 13 EXIST. C&G LEGEND 85+00 z m0 o E_IS_TING S -.F E_._ - ---- - - -- - --� ----- -- OP 0 C RB 1 -- -_. a ._..._.- ..- --- - - - - - - -- -- - -- - - - - -- ._ --- ED 1 o � EIS N SRAO o n F U-B EF n 0 UR IGH m 0 - - --- ---- - 0 ^ + .N Op .. .. O . 0 0 + Ion rn 00 QI _- pL. .- - 0 �'- +O '!' O +O 06 86+00 87+00 88+00 89+00 90+00 91+00 92+00 J 7 w0= Jz J ¢ D Q= O 3 ~ J ao 9a m V) z b 3 �: 3 "COLAS RD �i°z a w `D �Z o ^ a J I- �� ' o co SEE:; '-IT 5 +oU o1Nn per¢- �� oµll F oo D Zw Q � O 0 UW 1- Z I, J M O 0 O n Z KK f- as D wm.^m +Z-U'0 n0Z <W C0J O'* � 0WK M M=p N NWO- 1 ^ J 000 m� + zw Z J11 Q N CUJ <- OZ 39 K Uj O_F_ �',I Iff In O mwm +- Occ3 w Q. U U OXN U +oN � X U m p a0 N Nam? md' W r mjd W J m W I I 00Z 0��U NZ X 11 w O m PROPOSED I. m w p D r- N w w 5 R/W o n RETAINING WALL a N a � m o n 1- Do I- n F- m I- rn > z -I 1,n¢ NJ O - +o SEE SHT 9 32 +oo <~ 4b Ir' nb rno vib N nd. nmmaa0o / m 12 �. rn? or o�0Moi ouoi +0 +^ +� �� � 24 o zw - +. 7 rn n rn n o, m D' �3 Of „ m GF,y ..,.cn..,�,M 7 4 20 wm of 8 -1 o 0 uY ". �VI 22 x Cos i5 v U ap SAWCUT LINE 28 3 30 `cns,aa = z z .._._ _. _gg _._.. _.._ sg_._. ._ _ 3: -is--=- cs _. _. P� ^` cns _r y, __ s ems- .. ng r -- - P -__ , 15 j .- _ $' - ^ n __ ,28 .4... 2 -'.L.Z - - N o h s- I 7 .. �-i _- _._ -- - -% �. -. .. _T... - --- - 15 ._ g' .._ 14 _. __ -+ p ` -� .__... - - -- g- .... 5'- Lox--F Z+ o a wM a _.._ Mn-�. _._ , _-_._._...._ _ _ - _ Mo _._ _ .5_ ...... - _ I,w _ _ i 6 p n 10 a CJ^ 00 __ _ ' .. F mpv I` '� __r..... 56.70 RT Urn II 00 0 U _,__BEG TAPER 000 mnv 1 a ~ l R/W 7 K7+32.82 65.80' RT N PROPOSED AC PAVEMENT PROPOSED SIDEWALK PROPOSED RETAINING WALL CONSTRUCTION RECORD I DATE I BY 092.74) TC EXIST. CB REVISIONS o�. DATE TC EXISTING LANDSCAPING PROTECT IN PLACE BENCHMARK ova 37 Nb~ 0 aD'O ro w WINCHESTER ROAD CONTRACTOR INSPECTOR SEE SHEET 1 DATE COMPLETED SCALE 1"=40' AS SHOWN CONSTRUCTION NOTES: (D PLACE 0.45' AC PAVEMENT OVER 1.00' AGGREGATE BASE PER TYPICAL SECTION. O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF TEMECULA STD NO. 201, TYPE A-8. O5 CONSTRUCT 8" CURB PER CITY OF TEMECULA STD NO. 204, TYPE D-8. O7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF TEMECULA STD NO, 400 & 401. 8O CONSTRUCT ACCESS RAMP PER CITY OF TEMECULA STD NO. 402. 9a CONSTRUCT MODIFIED CURB RAMP PER DETAIL SHOWN ON SHT 2 11 CONSTRUCT BUS TURNOUT PER COUNTY OF RIVERSIDE STD NO. 814. 12 CONSTRUCT RETAINING WALL PER TYPICAL SECTION ON SHEET 10. SCALE: HORZ: 1" = 40' VERT: 1" = 4' 140. LINE TABLE LINE LENGTH BEARING 1 184.11' N12'12'14"E 2 97.06' N12-19-14"E 3 26.00' N73'35'00"W 4 40.00, N12'12'14"E 5 31.11, N1212'14"E 6 15.62' N32'55'49"E 7 10.35, N09'47'28"W 8 76.68' N13'22'02"E 9 131.84' N12'12'14"E 10 111.84' N12'12'14"E 11 1 50.62' N05'59'33"E 13 CONSTRUCT MEDIAN TAPER PER APWA STD PLAN 140-2. 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT. CONSTRUCTION NOTES (CONTINUED): 16 PROTECT IN PLACE. 37 EXISTING MONUMENT SIGN TO BE REMOVED/RELOCATED BY OTHERS 17 ADJUST MANHOLE TO GRADE. 39 CONSTRUCT LOCAL DEPRESSION NO. 2 PER RCFC RWCD STD. DRAWING NO. LD 201, CASE B 18 ADJUST WATER VALVE TO GRADE. 19 ADJUST GAS VALVE TO GRADE, 20 ADJUST PULLBOX TO GRADE. cc 'IT 22 REMOVE EXISTING PULLBOX. WI.- 23 RELOCATE EXISTING FIRE HYDRANT PER RCWD STD. PLAN RW-1 AND RW-6 LU S W 24 RELOCATE/REMOVE EXISTING ROADSIDE SIGN PER SIGNING AND STRIPING PLAN. ZO) 26 EXISTING POWER POLES TO BE RELOCATED BY OTHERS. 27 RELOCATE EXISTING STREET LIGHT PER CITY OF TEMECULA STD NO. 800. 28 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION. 29 REMOVE EXISTING TREE. 30 REMOVE EXISTING CURB AND GUTTER. 31 REMOVE EXISTING SIDEWALK. (NO> CURVE TABLE CURVE LENGTHI RADIUS TANGENT DELTA 1 1197.56' 2500,00' 610.50' 27-26'46" 2 39.09' 112.34' 19.74' 19'56'05" 3 118.74' 291.09' 60.21' 23'22'21" 4 172.86' 2585.00' 86.46' 3'49'53" 5 57.55' 35.00' 37.67' 94'12'46" 6 54.98' 35.00' 35.00' 90'00'00" 7 18.09' 50.00' 9.14' 20'43'35" 8 18.09, 50.00' 9.14' 20'43'35" 9 18.89' 2425.00' 9.45' 0'26'47" 10 20.58' 50.00' 10.44' 23'35'14" 11 19.58' 50.00' 9.92' 22'26'29" 12 429.69' 2440.58' 215.40' 10*05'15" 13 312.35' 2000.00' 156.49' 8'56'53" 14 50.50' 2487.00' 25.25' 1'09'48" 15 6.28' 2.00' - 180'00'00" 16 50.58' 2491.00' 25.29' 1'09'48" 17 50.05' 426.58' 25.05' 6-43'20" 18 1 50.34'1 254.13' 25.25' 11'20'59" v n >I > V° I ''. j - 32 INSTALL CHAINLINK FENCE, H=5°, PER APWA STD. PLAN 600-1. 1 I +o r a !- 3 U III 34 RELOCATE EXISTING IRRIGATION CONTROL BOX. LD05-047CO a'DG 'o+w '0 In Ipri m U �' ,. ,I� 35 REMOVE EXISTING SIGNAL POLE PER TRAFFIC SIGNAL MODIFICATION PLAN. PLAN PREPARED BY: z rn < rn a °z ^o> N �N N n �� NICOLAS RD 40 0 40 80 20 ' n n ~_ cc Ina_ + o� n oo� SEE SHT 6 VA Consulting, Inc. � 0 N J II W� ENGINEERS PLANNERS SDRVEYOR6- o SCALE IN FEET + W + i 39 1 inch = 40 Pt. conscn.'nNc 17801 CARTWRIGHT ROAD (949) 474-1400 rn m - w IRVINE, CA 92614 ° d DESIGNED BY DRAWN BY CHECKED BY Drawing No. u QWOFESsyOkq� KRR/TCP TCP MRH RECOMMENDED BY: DATE:. / W� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ' / � a f's PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: Poles'-' ATE: lL Z8 OL STREET IMPROVEMENT PLANS n No.45776 /( RONALD J. PARKS, WINCHESTER ROAD/NICOLAS ROAD E"P.12/31/06 .f.... DATE: II1-91O G S DEPUTY DIRECTOR OF PUBLIC WORKS WINCHESTER ROAD CIMIo MOHAMMAD R. HEIAT .;,,{�.;,;;:: DF 0 45776 12/31/06 R.C.E. N0. 19744 EXPIRES 9/30/2007 STA 85.84.70 TO STA 92+78.28 SHEET 3 OF 13 P" R.C.E. N0. EXPIRES: _.-_ _ n 93+00 94+00 96+00 96+00 97+00 96+00 99+00 NICOLAS RD o Z m o M a M J SEE SHT 5 tJ c z m F� m w� o u ' o� m 39 Q F-1"10D Q N J d'� Z N> (O f W QO 3 y T Fn J� W M. z m 0 a m Z J 9a J W r I O'� M+ O� + (7� J + O W O II Z O 3 ¢ O C7 W z J ') ui O} (5 M r� T m U aMf'S 3 U M W t'.S M J O Z O> N IQ- O^ i o d I[Oj' U OWN .'-�'_""`"`"._"^•.,-.m._.,,..- W U ___ W m WZF, m N OZ m +a N WW t0 K m H 'n F QF 3 33 pZ x O J + U J I� II + O f O N m N SN� N N~ Vl Go 3 o� w II �� w^ m 32 a- Lo � 15 * Umm as rnw� ^R/W 29 yn � T LiLv 29 18 1n w a Z.O. t� .., '�rr,,.,G»,al L d. .. - `" �" .._.._ ;Y^:; 0• .. __ I � l SCALE: HORZ: 1" = 40' VERT: 1" ® 4' iDZ1II6Zi1 O PLACE 0.45' AC PAVEMENT OVER 1.00' AGGREGATE BASE PER TYPICAL SECTION. O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF TEMECULA STD NO. 201, TYPE A-8. e OS CONSTRUCT B" CURB PER CITY OF TEMECULA STD NO. 204, TYPE D-8. Z- R/W aG o;.._..-� ss 35 'j-...--9353: 9:00._�,_L.P....._.Sr....... s• 15 -s 7 ---- 31 ._.._. _ _ 2p,, .. .7-- s. ..__'-, _._._ ,_r�._ fc ad 1 n n m Q CAB 2 __...._ __.. ss _....fXiS•T. C&o .._. ao o o� I 28 BEGIN AWCUT LINE � o In �m - �M z+o} ..___,�:. _�_ ... w_ D9 . _..__ .-.--- _ .-_ari -_ ....�-. --.ram-oc --- __.. -SAWCUT..UNE__.. ...... __._ .__._..EXIST.._ WNW . i�w_- ---.. ?w - - '1 - - -97-F33.-.63-55.00= LT N 15 earl Q....... ........ a w [.x-+o47 10 ELEC MT .- F W� orn II II 1 6 mo 6 arnQm $ JN 8 4w::._} _ �Irw .,_. nv _ _ END 10:1 TAPER a m H 17 ♦-i I ._..._ - ZW z 0)RBov.5 v2.77Y TC- 4ST._CU xt v ^I G W p LU { ZW 93+0b 11+pp_ -- .._ _ _ -_. _-_.. ..98}g0. -- - ULU "93+53j79 Z .._. __.,4. R• I__ _ _. , ?..___o� , 7♦5---_. ---- -'.SA�yCUT- _.. i9 , .. ..9Z+ND f5F C .8.00' MEDI N CURB _ -._.. IN _.-- -._.. _. -- -1- -. (1090.49)W UT ILINE 13.0 RT ,... ,p ao o .. a ozw L 15 109T LINE .56 14.b0EXIST."-CURB.._ _.. 93+15.58 yu,4, s1*i•. v ,,xsW ': ^ ^ ,, „;: k>E 7 k .. _ '�n'ih 4, r, ,�+"�. ( 24 END SAWCUT LINE +� v,v�: 38.06' RT I 35 + I I N 1p I � NICOLAS RD 3 SEE SHT 6 CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED 26 U W -- -� -- U m w U wFIU- W dm'. MH O d' Z j WOF 1f. d'0 W N F H N 0OA O .-� ZQ �00 1- �pOz �� n MMao mrQ �M7 j(n N17w �O OOCO 0 f0- J M II W f0 m W mom a, 39 3 LEGEND 0 0 �m PROPOSED AC PAVEMENT DATE I BY I REVISIONS PROPOSED SIDEWALK PROPOSED RETAINING WALL DATEIACC'Dj BENCHMARK SEE SHEET 1 - - - ay. a m v /W Oj r> G_ UIU- TR WINCHESTER ROAD t.^ 7 16 EXIST. PP � 1 I I I r I Q I J L J � W �or n �m O7 CONSTRUCT 4 PCC SIDEWALK PER CITY OF TEMECULA STD NO. 400 & 401. 8O CONSTRUCT ACCESS RAMP PER CITY OF TEMECULA STD NO. 402. 9a CONSTRUCT MODIFIED CURB RAMP PER DETAIL SHOWN ON SHT 2 12 CONSTRUCT RETAINING WALL PER TYPICAL SECTION ON SHEET 10. 13 CONSTRUCT MEDIAN TAPER PER APWA STD PLAN 140-2. 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 16 PROTECT IN PLACE. 17 ADJUST MANHOLE TO GRADE. ` � 18 ADJUST WATER VALVE TO GRADE. M _ } 20 ADJUST PULLBOX TO GRADE. O a L) 22 REMOVE EXISTING PULLBOX. RELOCATE EXISTING FIRE HYDRANT PER RCWD STD. PLAN RW-1 AND RW-6 N.-15'20'00:E 24 RELOCATE/REMOVE EXISTING ROADSIDE SIGN PER SIGNING AND STRIPING PLAN. 25 RELOCATE EXISTING WATER VALVE. 26 EXISTING POWER POLES TO BE RELOCATED BY OTHERS. 27 RELOCATE EXISTING STREET LIGHT PER CITY OF TEMECULA STD NO. 800. ' -- " EXIST. C&G -- 28 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION. 1,10. LINE TABLE LINE LENGTH BEARING 1 207.75' N12'12'14"E 2 389.63' N12'46'28"E 3 132.75' N12'12'14"E 4 123.72' N12'12'14"E 5 202.29' N18'56'48"E 6 126.24' N12'12'14"E 7 126.24' N1212'14"E 8 50.63' NO3'52'40"E 9 437.44' N12'45'08"E NO CURVE TABLE CURVE LENGTHI RADIUS TANGENT DELTA 1 546.19' 10000.00' 273.16' 3'07'46" 2 87.25' 10075.00' 43.63' 0'29'46" 3 58.16' 9937.00' 29.08' 0'20'07" 4 52.40' 35.00' 32.52' 85'47'14" 5 54.98' 35,00' 35.00' 90'00'00" 6 58.47' 9991.00' 29.24' 0'20'07" 7 58.45' 9987.00'1 29.23' O'20'07" 8 50.17' 339.98' 25.13' 827'19" 9 50.24' 299.49' 25.18' 916'43" 10 7,92' 10007.00' 3.96' 0'02'43" 11 6.28' 2.00' - 1 180'00'00" 2 29. REMOVE EXISTING TREE. REMOVE EXISTING CURB AND GUTTER. o wad 31 REMOVE EXISTING SIDEWALK. UU 32 INSTALL CHAINLINK FENCE, H=5', PER APWA STD. PLAN 600-1. t0 - V), �40UJ`O 33 INSTALL WROUGHT IRON FENCE. rn Zoo 35 REMOVE EXISTING SIGNAL POLE PER TRAFFIC SIGNAL MODIFICATION PLAN. 38 REMOVE EXISTING WROUGHT IRON FENCE LD05-047CO 39 CONSTRUCT LOCAL DEPRESSION NO. 2 PER RCFC RWCD STD. DRAWING NO. LID 201, CASE B PLAN PREPARED BY: 40 0 40 60 120 VA Consulting, Inc. ENGINEERS PLANNERS SURVEYORS V& SCALE IN FEET 1 inch = 40 Pt. UONS,,, m1G 17801 CARTWRIGHT ROAD (949) 474-1400 IRMNE, CA 92614 DESIGNED BY DRAWN BY CHECKED BY SCALE F ��R G'Vq. y�i P rs i KRR/TCP TCP MRH 10RIZONTAL�P PL�NS��PREPARED UNDER THE SUPERVISION OF 1„=40' * No.4571/ Exp. 12/31/OB � � ,y;'�""�/ * CIViL OF G / 1 . �.+ DATE: II�9�0l. MOHAMMAD R. HEIAT R.C.E. N0. 45776 EXPIRES: 12/31/06 VERTICAL AS SHOWN RECOMMENDED BY: DATE: /Z/CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BY: DATE: << 18 GG STREET IMPROVEMENT PLANS RONALD J..PARKS, WINCHESTER ROAD/NICOLAS ROAD DEPUTY DIRECTOR OF PUBLIC WORKS WINCHESTER ROAD R.C.E. NO. 19744 EXPIRES: 9/30/2007 "`�''' STA 92+78.28 TO STA 99+84.56 Drawing No. SHEET 4 OF 13 5+00 EXIST. C&G -I 6+00 FOR DRIVEWAY DETAILS SEE DETAIL "A" HEREON n 6+00, N0. LINE TABLE LINE LENGTHI BEARING 1 140.74' N80'36'01"W 2 552.64' N77'47'46"W 3 100.00, N77'47'46"W 4 22.50' N80'36'01"W 5 6.00' N11'34'18"E 6 12.29' N20'25'31"E 7+00 8+00 9+00 10+00 PROPOSED RETAINING WAL 12 32 33 WINCHESTER RD SEE SHEET 9 w o F SEE SHT 4 -+ w 33 o r- m 1 !p 13 r zp O wF-,a�'z� �N 1 1i s O O K 00 n Oof r.A N OZ ad UOMOR O .-d' OX2 6O °a6 al W n1J OX=r+ 1� owo �Q_ oI- o+ viw0i�ry 1 <w O 0 aoo +z �Zp1 ; X 7 o EXIST. WROUGHT m o�a�- o+ w O Q a+o o f n' W G 'n f r �+ �__� �� 7 + 3 3 j +1 L R/W _ lo ` , .., r ..,.. ems; , .. ar .. ,: � . ., ,(•ze,� ti � J._ : 2 30 29 29 24 29 -� q 3' 36 29 21 �FS e M F 24 31 n\ ¢ 15 36 SAWCU _LIN Y fA = Ow g _ —_7+00 _ _ _ $98+00 OV, +00 ° ;10+0 ow . .._. _— - _._ -� -& - . };••j SAWC�IT L1NEI__ p99--T6 - --- EXIST: �FidcG. .._._",_ � �F ...-'� a e ...__,� r...� _. ... ._.:. Z q ° , 10$�A �FS -116 I e" / R/W �/ m W m Z m 9+10.06 BCR 28.00' RT JOIN EXIST, C&G _...P ° ,„ v'k (1090.60) TC �. ° .� ° fppN O � Opp 92+15.28 EC + -�P+ 63.00' LT T + a 1090.42 TC rs WINCHESTER RD SEE SHT 3 o CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 24.53' 16.00' 15.40' 87'49'39" 2 126.21' 16.00' 19.42' 101'01'32" 3 1 15,71' 5.00' - 1 180*00,00" NICOLAS ROAD 11+00 DETAIL "A9/ SCALE:1=20' SCALE: HORZ: 1" - 40' VERT: 1" = 4' CONSTRUCTION NOTES: O2 PLACE 0.35' AC PAVEMENT OVER 0.83' AGGREGATE BASE PER TYPICAL SECTION. O4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF TEMECULA STD NO. 200, TYPE A-6. © CONSTRUCT 6" CURB PER CITY OF TEMECULA STD NO. 204A, TYPE D-6. U7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF TEMECULA STD NO. 400 & 401. O9 REMOVE AND REPLACE COMMERCIAL DRIVEWAY PER TEMECULA STD NO. 207A. 10 REMOVE EXISTING CURB AND MEDIAN 12 CONSTRUCT RETAINING WALL PER TYPICAL SECTION ON SHEET 10. 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 21 RELOCATE EXISTING MANHOLE. 24 RELOCATE/REMOVE EXISTING ROADSIDE SIGN PER SIGNING AND STRIPING PLAN. 29 REMOVE EXISTING TREE. 30 REMOVE EXISTING CURB AND GUTTER. 31 REMOVE EXISTING SIDEWALK. 32 INSTALL CHAINLINK FENCE, H=5', PER APWA STD. PLAN 600-1. 33 INSTALL WROUGHT IRON FENCE. 36 RELOCATE EXISTING FULL -FLOW WATER METER ASSEMBLY WITH NEW SPRING -LOADED ALUMINUM LID PER RCWD STD. PLAN RW-17(MODIFIED). RELOCATE EXISTING REDUCED PRESSURE DEVICE PER RCWD STD. PLAN RW-19. 40 0 40 80 120 SCALE IN FEET Iinch = 40 ft. LEGEND PROPOSED AC PAVEMENT PROPOSED SIDEWALK ® PROPOSED RETAINING WALL 11 1 PLAN PREPARED BY: VA Consulting, Inc. •• ENGINEERS PLANNERS SURVEYORS CONSULTING 17801 CARTWRIGHT ROAD (949) 474-1400 IRMNE, CA 92614 DESIGNED BY DRAWN BY CHECKED BY DrawingNo. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE pE51,- KRR/TCP TCP MRH RECOMMENDED BY: ATE: �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Ik CONTRACTOR HORIZONTAL t� yF�'r..' PANS PREPARED UNDER THE SUPERVISION OF ,- Gn � i �3 STREET IMPROVEMENT PLANS ACCEPTED BY: �^^�-� DATE: !Z 2� � z No.45778 1"=4o ExP.12/31/06 �/ a RONALD J. PARKS, WINCHESTER ROAD/NICOLAS ROAD INSPECTOR SEE SHEET 1 • * /1 • (.�✓1 DATE: Il111d40 DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL `' qwL °' MOHAMMAD R. HEIAT NICOLAS ROAD DATE COMPLETED OF CN• R.C.E. N0. 19744 EXPIRES: 9/30/2007"I' AS SHOWN R.C.E. N0. 45776 EXPIRES: 12/31/O6 STA 5+53.08 TO STA 10+08.06 SHEET 5 OF 13 42 z o + 1 89. J++rn ;•ss- o n + ! 11+14.14 cc rn I BEGIN SAV ---ss-IjL9H9,.47)_ - Qm 110+0 11+14.14 3.0 ' Cl) 2 1089.87 I I I I I I J I � I v 3 I m WINCHESTER RD SEE SHT 3 CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATE COMPLETED 1 N y� N PPu -,.- 2 SAWC---_.,..--ss---- U a: Ma REVISIONS `SAWCUT LINE . fl4 _24 - s'30 . 3t--ss _...-----n-----��(15�----- SAWCUT LINE --- L-U - C SAWCUT NE nv. -EXIST. C&G -- �- --- - - T.----_T '3 11+60.13 NICOLAS ROAD DATE JACC'DI BENCHMARK _-1 SCALE SEE SHEET 1 1 "=40' AS SHOWN N No.45776 Exp. 12/31/08 0 - --pw VI w F-rolf" wpmmmoR 1-©© � 10!4 ..... ss �AWN ,0 411e" 01 K =� 0 W N W33IL ¢ N N QVF w� I a-InwN �m I 0I0Z0 z zp- w/ W , - -1 EXIST. SIGN 17+00 - 4_ >S SCALE: HORZ: 1" = 40' VERT: 1" = 4' CONSTRUCTION NOTES: O2 PLACE 0.35' AC PAVEMENT OVER 0.83' AGGREGATE BASE PER TYPICAL SECTION. O4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF TEMECULA STD NO. 200, TYPE A-6. OS CONSTRUCT 8" CURB PER CITY OF TEMECULA STD NO. 204, TYPE D-8, O7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF TEMECULA STD NO. 400 & 401. 13 CONSTRUCT MEDIAN TAPER PER APWA STD PLAN 140-2. Ni 14 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN 141-1. 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 16 PROTECT IN PLACE. 2T RELOCATE EXISTING MANHOLE. - 22 REMOVE EXISTING PULLBOX. 24 RELOCATE/REMOVE EXISTING ROADSIDE SIGN PER SIGNING AND STRIPING PLAN. 28 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION. 30 REMOVE EXISTING CURB AND GUTTER. 31 REMOVE EXISTING SIDEWALK. 39 CONSTRUCT LOCAL DEPRESSION NO. 2 PER RCFC RWCD STD. DRAWING NO. LID 201, CASE B 0 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 50.40' 235.52' 25.30' 12'15'37" 2 50.40' 235.52' 25.30' 12*15'37" 3 9.95' 50.00' 4.99' 11'24'08" 4 30.05' 231.80' 15.55' 7'40'25" 5 8.97' 3.00' 39.54' 171'19'17" 6 3.14' 1.00' - 180'00'00" 7 51.44' 237.52' 25.82' 12'24'27" DESIGNED BY DRAWN BY CHECKED BY KRR/TCP TCP MRH PLANS ,P/REE/PAAR�EDD UNDER THE SUPERVISION OF DATE: I1•/I3�0(� MOHAMMAD R. HEIAT R.C.E. N0. 45776 EXPIRES: 12/31/08 INO.1 LINE TABLE LINE LENGTH BEARING 1 1212.84' N73'35'007W 2 455.19' N71'56'48"W 3 90.28' N73'35'00"W 4 90.25' N73'35'00"W 5 243.63'. N71'56'48"W 6 243.00' N71'56'48"W 7 51.20' N84'21'15"W 8 17.89 N7156'48"W 9 106.73: N72'57'07"W 10 33.51' N84'21'15"W 11 111.59' N73'35'00"W 40 0 40 80 120 SCALE IN FEET 1 inch = 40 ft. LEGEND PROPOSED AC PAVEMENT PROPOSED SIDEWALK �. PROPOSED RETAINING WALL LD05-047CO PLAN PREPARED BY' VA Consulting, Inc. BNGLNEERS PLANNERS SORVE]ORS 1* - CaNsuunNG 17801 CARTWRIGHT ROAD (949) 474-MO WANE, CA 92614. RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BY: � DATE: h 45 oG STREET IMPROVEMENT PLANS RONALD J. PARKS, WINCHESTTE�R ROAD/NICOLAS ROAD DEPUTY DIRECTOR OF PUBLIC WORKS - NICOLAS ROAD R.C.E. NO. 19744 EXPIRES: 9/30/2007 "; STA 10+08.08 TO STA 16+70.00 Drawing. No. 0 0 a a M SHEET 6 OF 13 4 Z Z+ U7 �m v3 R/W-�_ 3 00 LAT-1 ...SIN EXfSY-__._" ._�._-. _ .. 3S - _ 6 - R -. 0 i( \ — wsr_cL-_-_- _ EXIST. 24" RGP EXIST. CB (( 60 it " EXIST. GMP ��_ � a --� -- INLET ate_—__ � u � ♦ - _._... __ �`�"'_-+•- _. -- _ 63 µ #4C 12" O.0 41 FS .. .� c • g" a d a— n4 a 0 PI a Q .4 14 A 8' 8" PE !O!D " 8 © FULL DEPTH AC WHEN ENCASEMENT ENCROACHES INTO PAVEMENT STRUCTURAL SECTION. PIPE CONCRETE ENCASEMENT n NTS `% NO. LNJE TABLE LNE LENGTH BEARING 1 4.28' N10'53'21"E 2 12.97' N07-56'28"W 3 13.76' N11'51'10"E 4 11.50' N78'02'25"W 5 13.00' N78'02'25"W 6 9.00' N68'56'23"W 7 35.28' N1*24'11 8 11.46' N47-25'21"W 9 363.44' N12-30'10"E _7 0 23.75' N34-52'13'W 11 12.00' N76'31'28"W 12 17.09' N77'14'52"W 13 1 13.70' N29'03'11"W 14 10.94' N16'25'00"E 15 1 57.93' N7335'00"W CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATE COMPLETED III 0.45' AC** 1.00' AB** =1+1 3" THICK CONIC. APRON A _l 'E OD L INLET O.D. **PAVEMENT STRUCTURAL PLAN VIEW '- SECTION INLET TG 1 O.D. V FS PER PLAN TO MATCH FS (TYP.) SECTION A CONCRETE APRON DETAL n NTS NO CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 17.72' 45.00' 8.98' 22*33'41" 2 16.88' 45.00' 8.54' 21'29'34" 3 17.67' 22.50' 9.32' 45'00'00" 4 17.67' 22.50' 9.32' 45'00'00" e IRRIGATION — - - I - --1--- - 90+00 W14CHESTER RD 91+00 CL MH NO. 1 NE EXIST 36" RCP 1+07 26 LINE 1 JOIN EXIST. -._ EXIST 39 RCP - ff., 92+00 I I 11 NE/1 14 11 /- EXIST 24 RCP I ( o m o0 Cr GIST. Z _ CURB � Um� INLET 3 grn v � (fidt 1 MANHOLE NO. 4 AND JS NO. 2 DETAILS MH NO. LATERALI A 1 B 1 C D D EL 'R" EL "S" 1 EX. 39" 90' 24" 3.6' 36" 42" - - 1 LAT-11 90' 24" 16' 36" 42" - I - 3 LAT-6 BO' 24" 3.7' 42" 48" 1083.801083.79 4 LAT-10 90' 24" 3.9, 48" 48" - 1085.12 5 LAT-8 90' 24" 4.0- 48" 48" 0 083.46 1083.45 6 LAT-7 60' 24" 4.5' 48" 48" 1084.981084.97 e Of L � R/W 4> " EXISTING BANDONED SEWER ,�' IRRIGATION ... BCBC LAT .- - EXIST. ..._.. 24 RCP ST.y0�._o 2 ..�.-._ „, _.._,„... " .,"_ C 1+00 00 LAT 7 ST CL WINCHESTER RD +_ 4+76 21 LINE. f --xl-- - —+ _ - so-.,._. _.. _ .....__ 55 EXIST 48" RCP 1+34 60 E LAT 7 56 8 59 9 LINE 2 2 - .., I it g I; , ig � 64 I 4+99.78 LINE ]4, CL INT. 5+33.32 LINE 2 =1+00.00 LAT-6CL MH NO. 3< 52 o NICOLAS RD 11+26.82 zm o CL CB NO. 7 + + W=14', V=4.6' � I WINCHSTER RD 93+74.41 R/W CL CB NO8 W=14', V=4.8' --% HWTER .. .i- EXIST 48"-RCP 1 \ 1+00.00 B( JOIN EXIST. CL INT. 1+53.89 LINE 2 =1+00.00 LAT-8 STORM DRAIN CONSTRUCTION NOTES: 51 RELOCATE EXIST. PIPE INLET (TYPE GMP) PER CALTRANS STD. PLAN D75. 52 CONSTRUCT MANHOLE NO. 1 PER RCFC & WCD STD. DRAWING NO. MH251. 53 CONSTRUCT MANHOLE NO, 4 PER RCFC & WCD STD. DRAWING NO. MH254. 54 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DRAWING NO. CB-100, WIDTH PER PLAN. 55 REMOVE EXISTING PIPE. 56 CONSTRUCT 24" RCP; D-LOAD PER PROFILE. 57 CONSTRUCT 36" RCP; D-LOAD PER PROFILE. 58 CONSTRUCT 42" RCP; D-LOAD PER PROFILE. 59 CONSTRUCT 48" RCP; D-LOAD PER PROFILE. 60 PROTECT IN PLACE. 61 CONSTRUCT 3" THICK CONCRETE APRON PER DETAIL HEREON. 62 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC AND WCD STD. DRAWING NO. JS 227. a 63 CONSTRUCT CONCRETE COLLAR PER RCFC AND WCD STD. DRAWING NO. M803. 64 CONSTRUCT PIPE CONCRETE ENCASEMENT PER DETAIL HEREON. 65 CONSTRUCT CATCH BASIN TO AVOID EXISTING UTILITY PER MODIFIED APWA STD. PLAN 314-2, m of CASE 2. m C LD06-047CO PLAN PREPARED BY: 40 0 40 80 120 z 0 VA Consulting, Inc. NOTE: SEE SHEET 8 FOR STORM DRAIN PROFILES ervclNeexs PIANNERS suaverons o SCALE IN FEET CONSULTING 17801 CARTWRIGHT ROAD (949) 474-1400 - 1 inch = 40 Pt. IR'ANE, CA 92614 0 a` REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: CITY OF TEMECULA Drawing Na. u SCALE opROFESSya,. KRR/TCP TCP MRH L DEPARTMENT OF PUBLIC WORKS HORIZONTAL R yF b� 's APL®ANS /P//R/E�/JPAR7�ED UNDER THE SUPERVISION OF ACCEPTED BY: DATE: �2 t8 � STREET IMPROVEMENT PLANS I"=40' No.45778 /`/y`_N�—✓' /1 • P/ RONALD J. PARKS, WINCHESTER ROAD/NICOLAS ROAD o SEE SHEET 1 * Exp. 12/31/08 #, •�- DATE: ll 'ylo(o DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL `�jF CMLP MOHAMMAD R. HEIAT .,_�a.,; STORM DRAIN LAYOUT SHEET % OF 3 0 m OF GN 12/31/06 R.C.E. NO. 19744 EXPIRES: 9/30 2007 o ' AS SHOWN R.C.E. NO.— EXPIRES: 00 00 L 0L fiU1 (q C M + 6 00 �E XIS 6" -T T - 4-t — S =00 EX ST 48FCP- NO _RCP O-C — - ---- 4 lv- -A. 4- )8 -R( 5�7 INV R �P zir 1-7 ------ 0. z 10 34.' > -- ---- 3 C m O^ C M"P. 0 0 2__ — — - 5093 3315.57 L� 11 2:)u --------- 84-, 2-- -Z coo '4 t7 -d 8� - 10 0 7- __01 4CF ETE S- - COW ------- - - --- ----- hi U11 - ;6 - - ------- ---- 10 M. COLLAR COLL� kR 9 EX ST RCP- 17 mS Ef __T _T 10814 T(03 7 CCNCRE1- z 110. 5 77 IN - CO R ------ L S= 0.2 48 C1 > z C a _LA I CF -3- 5-- 0 00 I T) 82 79 N 14 GO + 0� V.4T L- W '0" `- -tN ITC IT C tcM 4NY 4 NCRE'E 4" NC k ENT a n C:)N,CRE 5 84 LF 1 50- 2 A - __ _T T_ T-m a ---- - --- 7_1 4_1 7-4- LA - - ---- ----- -- - -- ----- ---- 0' a, I 0( 0 ....... --- - --- V) 'Cc TT_ F 3- - - I --- --- -_ L--, 09 ;C.005 9 A. _J - -- ----- --- -- ---------- �T; 8 -- - -- ----- C 3 3011AI tu LNC CCNCIFI CC, LAE z to 00, 0 m 0101 3. 0 F o 2T 24" RCP WITH CONCRETE SCALE: t 19--4 - ----- -------- ----- ENCASEMENT HORZ: 1" = 40' RCP --- ---- VERT: 1" = 4' 1250.-D TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY DISCREPENCIES. —I_LAT!!11 I ** CONTRACTOR TO POTHOLE WATERLINE LOCATION PRIOR TO CATCH BASIN CONSTRUCTION. PLAN PREPARED BY: PLANNING/ENVIRONMENTAL 40 0 40 so 120 Consulting, Inc. ENGINEERS P�NERS SURVEYORS ED STUDOR VA* ILL—_ - E__H SCALE IN FEET I inch 40 ft. CONSMTING 17801 CARTWRIGHT ROAD (949) 474-1400 IRVINE, CA 92614 DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE IN R DESIGNED DRAWN BY T—CHECKED BY RECOMMENDED BY. DATE:5;�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. KRR/TCP I TCP I MRH HORIZONTAL CONTRACTOR - No.45776 Exp. 12/31/06 PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: DATE:% RONALD J. PARKS, STREET IMPROVEMENT PLANS 1"=40" INSPECTOR SEE SHEET 1 .-DATE: --itzi-LO-6 DEPUTY DIRECTOR OF PUBLIC WORKS STORM DRAIN VERTICAL MOHAMMAD R. HEIAT DATE COMPLETED or C 45776 R.C.E. NO. 19744 —EXPIRES: _9/30/2007 PROFILES AS SHOWN SHEET8 OF 13 R.C.E. NO. EXPIRES: _12/,31/06 8+2E 0 46.00 ( T 8+26.00 56.00' LT BEGR RETAININ WA L TW=1090.58 TW=1 90.39 I TF=1084.32 TF=1 34.32 8 j 10 _ I 8+71.00 56.00' LT TW=1091.18 8+71.00 46.00' T 1 C TF=1084.32 END RETAINING I A -� TW=,090.99 TF='084.32 iI I L• 0 � J -~i 3 I 9 o o z O¢rnn U co Y Ln OZOOO r n z 0 O CNI c W II jl n ±m � + Q + J W N Qz 5 — O �-- — — - O �. �! O n —' - 'lot EXIST. R/W ® 3I nl z S N 12'12'14"E 93+00 I CL 92 INT. +78.68 WI CHES R RD =10+08.06 (COLA RD a N0 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 14.11' 39,00' 7.13' 20'43'35" 2 22.0T 61.00' 11.16' 20'43'35" 3 5.8.80' 2414.00' 9.40' 0'26'47" 4 93.89' 61.00' 12.10' 22'26'29" 5 16.15' 39.00' 8.19' 23'43'42" 6 ":9.75' 2429.58' 170.15' 8'00'44" 7 1 17.95 10086.00' 43.97' 100'29'59" CONSTRUCTI( RECORD CONTRACTOR _ NSPECTOR DATE COMPLETED— INO.1 LIB TABLE LINE LENGTH BEARING 1 40.00' N12'12'14"E 2 15.62' N3255'49"E 3 31.11' N12'12'14"E 4 10.35' N09'47'28"W 5 132.75' N12'12'14"E 6 181.88' N18'56'48"E 7 10.00' N12-12'14"E 8 46.00' N77'47'46"W 9 10.00' N12'12'14"E DATE I BY I REVISIONS I DATE IACC'DI BENCHMARK SEE SHEET 1 SCALE IORIZONTAI 1 "=40' VERTICAL AS SHOWN I- roon i NN(p w o Mow 0 O 000 RETAINING n — — � R/W / WALL LOL N �L/_/----- / 7 a PROPOSED RETAINING WALL N SEE SHT 10 FOR TYPICAL SECTION 0-to lL MM� V 0 000 vi n F �� CL WINCHESTER RD WINCHESTER ROAD J -j 3 00 06 z m zoo r O ,0m � o_ NZ mw + o II II n ft �!WWWIIN a. a N O mcom O r 000 + 98+00 —I G7 o S='p P I 89+00 N 1212'14"E M ..--_..�_—..._.--------- 90+94.17 EC NI m C WINCHESTER ROAD LD05-04700 GRAPHIC SCALE PLAN PREPARED BY: 0 10 20 40 60 VA Consulting, Inc. n SEE SHEET 10 FOR TYPICAL SECTION AND NOTES. ENGINEERS PLANNERS SURVEYORS 01 m ( IN FEET ) & 1 inch = 20 R. CONSULTING 17801 CARTWRIGHT ROAD (949) 474-1400 2 IRMNE, CA 92614 " 2 DESIGNED BY DRAWN BY CHECKED BY i �L CITY OF TEMECULA Drawing No. x p ZµpFESR O KRR/TCP TCP MRH RECOMMENDED BY: ATE: !L O DEPARTMENT OF PUBLIC WORKS b 6s PLANS PREPARED UNDER THE SUPERVISION OF - M E3 ACCEPTED BY: Q pqh; Il Z8 * No.4NS /31/ . / WINCHESTER ROAD NECOLASNT AROAD Exp. 12/31 /OB �il ' :// RONALD J. PARKS, 77 DATE: II�9�0 (e DEPUTY DIRECTOR OF PUBLIC WORKS g / 77 W OF CIML MOHAMMAD R. HEIAT RETAINING WALL LAYOUT G 45776 EXPIRES: 12/31/06 R.C.E. NO. 19744 EXPIRES: _9/30/2007 ..��.��� m', R.C.E. N0. __ SHEET 9 OF 13 P"