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HomeMy WebLinkAboutBook 8 Page 359 Median Improvement JEFFERSON A VENUE MEDIAN STREET IMPROVEMENT PLANS N FOR: 15 /111111111� �11 ST 11K �111111,fEj�"111 ICA E ( TE) \IDED A Al,'''' IN THE Cl TY OF TEMECULA, CA. 0 VICINITY MAP STRIPING NOTES PA WNG NOTES GENERAL NOTES N.T.S. ` THOMAS IRO& PAGE 958• G-4 1. STRIPING, SINGING OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO FIELD INSPECTI0N 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLARING OF THE PROPOSED WORK AREA, AND AND APPROVAL BY THE INSPECTOR. RELOCA 77ON COTS OF ALL EXISTING UTILITIES. PERMI TTEE MUST INFORM THE CITY OF CONSTRUCTION 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 2. ALL PAVEMENT MARKINGS AND SIGN LOCA TIONS MUST BE INSPECTED AND APPROVED BEFORE STRIPING BEGINS THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PHONE: (909) 694-6411 SHEET INDEX: J. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI--INTENSITY GRADE REFLECT7VE SHEETING AND PLACEMENT OF PAVING. . 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF TEMECULA S SHEET 1 OF 3: COVER SHEET, INDEX MAP do NOTES 4. ASPHALTIC EMULSION (FOG SEAL) SHALL (14) STANDARD NOS 403-405. SHEET 2 OF 3: REFLECTIVE SHEETING.BE A MINIMUM OF 30"X30" OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE BE APPLIED NOT LESS THAN FOURTEEN DAYS STREET IMPROVEMENT PLAN FOLLWOING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE' OF SNEET 3 OF 3: SrRIP/N4 PGAAt 4. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT CENTER DELTA OF THE 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS CURB RETURN OR BEHIND THE WHEELCHAIR ACCESS RAMPS UNLESS OTHERWISE SPECIFIED ON THE PLAN. 39, AND 94 OF THE STATF STANDARD SPECIFICATIONS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATE NOVEMBER 1991, AND 5. ALL R1 SIGNS WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS SPECIFIED ON 7HE PLAN. 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF SUBSEQUENT AMENDMENTS PUBLIC WORKS FOR AN ENCRROACHEMNT PERMIT FOR ALL WORK WITHIN CITY RIGHT OF WAY. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO N077FY THE ENGINEER, TO INSTALL 6. ALL STOP BARS WILL BE LOCATED AT 174E PROLONGATION OF THE CENTER DELTA OF 174E CURB RETURN OR BEHIND THE WHEELCHAIR ACCESS RAMPS UNLESS OTHERWISE SPECIFIED ON THE PLAN. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS PARCEL MAPS ONLY). AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION, AND DURING PLACEMENT OF ASPHALT. 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. 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, 5• I T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF LEGOV and ESTIMATE OF G�UANTITIES AND RELOCATION AND COST OF ALL EXIST TING UPLI TIES THE CITY SHALL BE INFORMED 48 HOURS TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON 8. ALL PAVEMENT MARKERS, STRIPING, AND PA VEMNET MARKINGS SHALL CONFORM TO THE CAL TRANS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR SYMBOLsm. L.EaW LW QTY STANDARD PLANS: A20-A THROUGH A24-E. PUBLIC USE. DNS 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL WTERSEC71ONS AND MAY BE INSTALLED ABOVE THE 8. A COMPAC7ION REPORT BY A SOIL ENGINEER SHALL CERTIFY 90% COMPACTION OF SUBGRADE 6. ALL UNDERGROUND FACIL177ES, WITH LATERALS, SHALL BE /N PLACE PRIOR TO PAVING THE STREET 1 CONSTRUCT TYPE "A--6" CURB do GUTTER C.O.T. 200 L.F. 59 PRIOR TO PLACEMENT OF BASE AND 95% COMPACTION OF BASE PRIOR TO CALL FOR SECOND R1 SIGN OR AS SPECIFIED ON THE PLAN. SECTION' INCLUDING, BUT NOT LIMITED T0, 174E FOLLOWING: WA 1FR, SEWER, ELECTRIC, GAS, 2 CONSTRUCT TYPE "D-8" CURB C.o.r. 214 L.F. 862 INSPECTION AND PLACEMENT OF ASPHALT PAVING. 10. THE POST MATERIAL SHALL BE "1ELESPAR QW1K--PUNCH" OR APPROVED EQUAL WITH RECEPTIVE 30-- DRAINAGE. 000NSTRUCT 4" P.C.C SIDEWALK C.o.T. 4ot L.F. 76 INCH OR 36-INCH ANCHOR ASSEMBLY. 9. COOMPAC77ON TEST OBSERVA77ON OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ® CONSTRUCT P.C.C. DWY APPROACH C.O.T. 207A EA. 1 BY 7HE CONTRACTOR WITH 7HE SOIL ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE ACCORDING TO STANDARD NO 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. (2) REPLACE A.C. PAVEMENT C.O.T. 116 S.F. 1724 11. ALL PAVEMENT STRIPPING AND LEGENDS SHALL BE INSTALLED PER SECTION 84.3 OF THE CALIRANS INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 6 SAWCUT do REMOVE EX. PAVING - - - - - S.F. 3950 STANDARD SPECIFICATIONS. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA 7 Q CONSTRUCT CONCRETE CROSS GUTTER C.o.T. 21o/2tt S.F. 477 12. ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN NOT LESS THAN 7 DAYS 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF DEPARTMENT OF TRANSPORTATION (CAL TRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF BASE MATERIAL. PERFORMED WITHIN THE STATE OF CALIFORNIA RIGHT-OF-WAY. Q 4" THK. COLORED do STAMPED P.C.C. PAVING S.F. 1485 THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS 13. ALL PAVEMENT LEGENDS, LIMIT LINES, CROSSWALKS, AND ARROWS SHALL BE THERMOPLASTIC UNLESS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE 9. ALL STREET SECTIONS ARE TENTA 77VE. ADD177ONAL SOIL TESTS (*) BE TAKEN AFTER ROUGH GRADING Q COLD PLANE do OVERLAY A.C. PAVING S.F. 1080 OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS CONDUCTED 1N ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS USE STANDARD NO. 401 1F REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SHALL" FOR TRACTS AND PARCEL MAPS OR TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS "MAY" FOR PERMIT CASES). 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SEC7701V 203-6 OF THE CURRENT 10. ASPHAL 77C EMULSION (FOG SEAL) SHALL BE APPLIED NO LESS THAN FOURTEEN (14) DAYS STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE FOLLOWING PLACEMENT OF THE ASPHAL SURFACIGN AND SHALL BE APPLIED AT A RATE OF 0.05 C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES ASPHALT GALLONS PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 26" CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A OF THE STATE STANDARD SPECIFICATIONS MINIMUM THICKNESS OF 2 INCHES. APPLICANT PROPOSED OWNER: 11. PRIME COST REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT. 2525 CHERRY AVENUE, STE. 310 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. 460.53. EX TENDED STAY AMERICA PH. (562)981-5891 FAX (562)997-0165 13. STREET LIGHTS SHALL BE INSTALLED /N ACCORDANCE WI7H THE APPROVED STREET LIGHTING PLAN. SIGNAL HILL, CA. 90806 300 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER /S RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING SOILS ENGINEER: PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. KRAZAN & ASSOCIATES 226 NORTH SHERMAN AVE, STE A 15. ONLY LANDSCAPING CONSIS77NG OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN , CA 92882 " PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL 07HER CORONA PH. NA, 49-1188 FAX (909)549-1190 8 TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS' SHALL JEFFERSON AVENUE REQUIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" 0001 4" DATED JANUARY 1989. LEGAL DESCRIPTION: R/W C/L R/W 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER SHALL INSTALL PORTION OF LOT 116 OF THE MURRIETA 8" 50' S0' REQUIRED CABLE FACII.l1TES PORTION OF THE TEMECULA RANCHO, 1N THE 1P j 17. APPROVAL OF THESE PLANS BY 774E CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND AS SHOWN BY MAP OF THE LANDS OF COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ' 2 6 i 12' 38' I 30 12' ' HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS " ' ' TEMECULA LAND AND WATER COMPANY ON PAINT YELLOW W/GLASS BEADS 8DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL FILE IN BOOK 8, PAGE(S) 359 OF MAPS 3' ; 2 8 2 6 6" BE PROMPTLY SUBMITTED THE CITY ENGINEER FOR REVIEW AND APPROVAL. 6 PET? C.O."T 4os ;� ,\ `. �\,, \\ \, \, ��:.\/;\,\`\ f\ ; �� :� ___--------- ----_____--__ TOPOGRAPHY: � .� \ ;�' � �,. . �� � � , ;� L__- ----- �...� 7 �-�,- � AERIAL MAPPING PROVIDED BY `\��'���"`���� 2' SAWCUT 2' SAWCUT PHOTO GEODETIC DETAIL, MEDIAN SIGN REMOVE do REPLACE REMOVE do REPLACE 858-227-1010 DATED: NO VEMBER 30, 2000 N.T.S. TYPICAL SECTION PERMIT LD01 - 113CO DIL PRIVATE ENGINEERS NOTICE TO THE CON TRA C TOR: N.T.S. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO PRojmrDFmGN CoNsanmm 1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ° CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO � • � '�� • • SvKVBY/�P3 4346D Ridge Park Drive, Suite 170, Temecula, CA 92590 AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES 9 909-695-5596 FAX 9D9-695-5597 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ROFE$S/o Designed By Drawn By Checked By • �oQ A.M �q� HEM HEM RM MA Recommended BY.- Date: B DEPARTMENT OF PUBLIC WORKS 2 112" ALUMINUM DISK IN APPROXIMATE --- 4� APE f�o,�, Fy F T Contractor CENTER OF BRIDGE OVER TEMECULA Horizontal N �� �� JEFFERSON AVENUE MEDIAN RIVER, AT INTERSECTION OF RANCHO M Z� o/ FOR: W Inspector ST - 1 CALIFORNIA ROAD AND FRONT STREET AS SHOWN d No. 47604 � Accepted By Date: Y:, ..,_Y_.;_Y_ STAMPED T 32-81 RESET 1987 Verticol EXP. 12-31-03 Z/ �/ MR. RONALD J. PARKS, R.C.E. aMz A,. ;x EXTENDED STAY AMERICA Dote Ccmp/eted s� CIv�1 '4 rMICHAEL A. MEDOFER, R.Cam. NO. 47604 DEPUTY DIRECTOR OF PUBLIC woRKSf A.P.N. 910-310-014 NIA T£OF CA��F� - - R.C.E. No. 19744 Expires: 09-30-01 r, i9e9 - _ SMBEr 1 0r3 ELEV.- I REGISTRATION TRA TION EXPIRES: 12 31 03 p . ,� A.P.N. 910 310 0 0 2 �+�9-4 N 1030.68 T I i i a i i _ 039.01 FS: . .......... . 3N ME N6S-E 0+ 0. ON 10 9.fi7 T1040- _ . 10 9. 3 1039.06 F r: 1038.96 � Cn t-) co , pO O U + •- 2 o 0 + TOP OF: _. g _ jjftk� t O O cp , N .� Q p O p 7 _..... + U q o o 0 0� + w N po 0 t r040-1- .. ................ 2 } o � o Z W } U U + O U U ~ L►` h `F L ` t o ........... ....... _ w 4 O p 1 � T 9P FMEDIAA� `' 2 I N O + Z �� �E-X&I-VGI Fl SH �' �' 2 er a CEN LINE OF I MEbIA o i "' "� o °° g .� Z �+ . N - N '" 0 p O i f 8. 3� ME A N6Sf 0+ 0. 0� 9.72 't ooa• �' 21 35 9.1 12 57 10 A � � 2.5 1039.0 ^ --. 01 * 6 1039. 3 5 1038.96 S o �" `° LMj 1 O N . . . ... .......... 1640L o '- In i I o 0 .......... o ~ o R] U 8 ULB . . ............ .......... ...... Z . _ _ �0,0 6F1 / + U� w IZ Op O O _. O ........... . O S_ 6, N o ©Z Z _ . . 6 O C] + 0+00 1 +002+00 3�-ao 4+00 NO. DEL TA OR BRG. RADIUS(ft) LENGTH(ft REMARKS 1 1 N37.40'5,J*W ----- 1092.64 TYPE D-8' CURB l ` 2 24'27'43" 50.00 21.35 _.. 3 2456:56 0 90.00 39.19 4 90000,00~ 8.00 12.57 1 , / r 45 X - r. _----- 387.57 8 180-00'00" 1.00 3.14 , _ NO. DEL TA OR BRG. RADIUS LENGTH REMARKS l __.._ __.__.. _._ - w .._.._... ._.._ .._.._.__ -- _..._. --_ 053 W 397.00 EX. CENTERLINE EXIS1'NG CURB LINE EXIS TIN ffERSON A . � O ` I 7 \ `\ MA TCH EXIST. ELEVA TION ® C/L (CKOWiv LIA16) - �, o �'., L T. TOP Off' 0+00 -- �- 1+00 MED. CURB %� 1 CDNSTRUCTION NOTES o ' . 9 2+On 8 6 3+00 9 4 Og� 1 4+45.01 E.C. 5+00 � r �7/1./. 1 'r r ':�• SYMEKX 01 L T. 2 ,k 1y YII v; ,` CONSTRUCT 1 TYPE A-fi CURB do GUTTER +45.01 B.C. C.o.T. 200 / 0.0 LT O CONSTRUCT TYPE D-8 CURB C.O.T. 214 - - - 5 REMd VE EXIST. D WY. T. TOP OF MED. CURB 2 CONSTRUCT 4, P.C.C SIDEWALK C.O.T. 401 CONSTRUCT CURB, GUTTER 4 REMOVE EX/S T• CURB, 2 SA W-CUT _ U GUTTER dt Sl - W 4 CONSTRUCT P.C.C. DWY APPROACH C.O.T. 207A do SIDEWALK (CIL STA. 1+i06.58 �. , DEWALK Q U TO 1+65.15, 38 RT C, CONSTRUCT COMMERCIAL �' o o r„� F- � ) o TEL. CO. MH r� :? O5 REPLACE A.C. PAVEMENT C.O.T- 116 Q),.. ..._-. 1* � -.. DRI VEWA Y APPROACH , nr 4, 1 ,� �� N PROTECT /N PLACE tp r� O SAWCUT do REMOVE EX. PAVING C.O.T. 210/211 EXISTING �°URB LINE C ao + •. 0 ) X/STING CURB INLET STING CURB LINE 7 CONSTRUCT _. ... ___ _�.._T ._-._ -_{34. ------------- 0 ,. -, EXISTING CONCRETE CROSS GUTTER �.. - �_ ... /' r..J .: EDISON EXIST. r _ _.._...__.__.. _- - _ Q 4 THK. COLORED do STAMPED P.C.C. PAVING 1 _......_._._._._ ,. _._ _....._�XfTING GRATED{� _ . ... - - - -- NG -. -_.. _...__ . � O ��, 9 COLD PLANE do OVERLAY A.C.ACPA E�CIST/NG� F.H. r' R/ _ _ CFRIW W 0" 0 r- ' 4 FL F ` 9 - , - 1 > - PROPOSED DRl / CEXISTING URB INLET 1 4 i XTENDED TA Y PER L PROPOSED RI VEGRA Y l + - �.7 H GRY HUNTER IV . AYE-I?IcA � � F i' i-N PRomcTDFmGN CoNsunAms i� 43460 Ridge Park Dr.,Ste. 170 Temecula,CA 92590 PERMIT: LD01 - 113CO 909-695-5596 FAX 909-695-5597 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed By Drown By Checked By QRpf ESS/pH 8� a I Drowing No. ��o PEL A.MFo��� /V1 ���•J RECOMMENDED BY DATE.• Cl T Y CF TEVECU�A DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 4, O�� A0 Pons Propored Under Supervision Of to»_ Z _ O� T 1 =2 0 m ACCEP7ED BY. DA TE, k L4-Lo f SEE SHEET NO. 1 a "°� 4761- RONALD J. PARKS STREET IMPROVEMENT PLANS Mspector Vertico/ EXP. 12-31-03 � * * DEPUTY DIRECTOR OF PUBLIC MWS Y r' ..,•.r 3'.-• = "A':::A':.': MEDIAN�JEFFERSON AVE. Date Completed J' !• !V Tyr �I���- MICHAEL A. MEDOFER, R.� NO. 47604 1 =2 £OF CA,\F REGISTRATION EXPIRES: 12-31-03 RC•E NO. 19744 9/m/01 rrf :'�989:: STA. 0+49.43 TO STA. 3+50.00 Sheet of 2 3 �8 STRIPING PLAN 7 �_-_._ i R/W .. r.w i 1 /9U EXISTING CURB LINE STRIPING TRANSITION 4+68 78m JOIN 0+48.72 BEGIN EX/ST. 1 J�FF�R�pN AVE. 1 '^ 3+50.DO BEGIN LEFT EXISTING STRIPING ' XISTRIPING REMOVAL TURN ..� EX/STING STRIPING EXISTING STRIPING PROPOSED STRIPING 1 TO REMAIN 11 3 I ( 6 3 TO BE REMOVED 3 l _ , jw 3 o EXISTING STRIPING Y / t� ,Y +00 4+00 x a TO BE REMOVE+00 0+00 _ -_... w r S — D ___._•/ PANT MED/AN NOSE i . ` L T. TOP OF MED. CURB 2' 2 T 1� l < YELLOW & INSTALL l � TYPE 'K' MARKER j RT. TOP OF MED. CURB 5 5 2 EXISTING STRIPING 4+37 DO END EXISTING 4 EXISTING STRIPING r `� f� Q-) ^� TO BE REMOI/E'D TO REMAIN 0+46 72 BEGIN EX/ T. STR/PING REMO VAL STRIPING REMOVAL EXISTING STRIPING ' 0 i TO REAM IN 0 � I EXISTING CURB LINE - � � EXISTING CURB LINE � i M-A CD \ w N IX l L Rlw r / RIW 7 ` PROPOSED DR/VL WA Y / ti EXTLENDEDSTA Y PER LD01-072GR H VGR H�NT R I , AVERICA' 0 10 20 40 60 GRAPHICAL SCALE _TRAFFIC.__NO TES SYAm DESCFF7M D D 4" BROKEN WHITE STRIPE C.T.D.M., DETAIL 12 O 4" SOLID YELLOW STRIPE C.T.D.M., DETAIL 25 O 8" SOLID WHITE STRIPE C.T.D.M., DETAIL 38 O INSTALL R34A TRAFFIC SIGN C.T.D.M. INSTALL R10 do R10A TRAFFIC SIGN C.T.D.M. © INSTALL TRAFFIC DETECTOR LOOPS C.T.D.M. Q TYPE IV (L) ARROW C.T.D.M. C.0.T. = CITY OF TEMECULA, C.T.D.M. = CAL TRANS DESIGN MANUAL PR0=Diw&w CONSULTANTS PIArIlV m • ENVMONNERM • ENGNSERM • s tmv 106 1 43460 Ridge Park Dr.,Ste. 170 Temecula,CA 92590 FERMIT. LD 0 1 / 13CO 909-695-5596 FAX 909-695-5597 CONSTRUCT/ON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: 0 Designed By Down By Checked By o Drawing No. SCALE oQRpF E ss1 Nq RECOMMENDED BY ATE. g-z - Cl TY OF TEMECUL A DEPARTMENT OF PUBLIC WORKS Contractor Horizontaly0 Plans Prepared Under Supervision Of ACCEPTED BY DATE- � �� '"� F r� z STREET IMPROVEMENT PLANS 1"=20' ' SEE SHEET N0. 1 w No. 47604 M RONALD ✓. PARKS Inspector- r.,, .. _Y. * EXP. 12-31-03 * �u�/ DEPUTY DIRECTOR OF PUBLIC wnWS 1'AY.Y A'lt MEDIAN^rJEFFERSON AVE. vertical x'.:�'. Obte Corr► eted sl CIVIL �`P41CHAEL A. MEDOFER, R.eE. NO. 47604 Y '°/ OF C�0 0- R.C.E. ft. 19744 Expires 9/m/01 fr, 9e9_ STA. 0+49.43 TO STA. 3+50.00 Sheet 3 of 3 1 =2 REGISTRATION EXPIRES: 12-31-�03 �r(A % % Set -o Lod- 116