Loading...
HomeMy WebLinkAboutMargarita @ LaSerena Way Signing & Stripping i MARGARITA ROAD PRO' ECT SITE GIENIERAL NOTES - �zoAo v I . NO STRIPING, SIGNING OR PAVEMENT LEGENDS MAY BE DOWPRIOR TO FIELD SIGNING & STRIPINPLAN l cc INSPECTION AND APPROVAL BY THE INSPECTOR. 2. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE STRIPING BEGINS. MATCH STRIPING SHALL BE DETERMINED �� BY THE INSPECTOR. LO. r LO 3. ALL R i S AND WARNING SIGNS SHALL USE HI-INTENSITY GRADE REFLECTIVE SHEETING AND SHALL BE MINIMUM 30" x 30". OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. V i A R01 o 4. UNLESS OTHERWISE STATED, ALL STRIPING WILL BEGIN AND TERMINATE AT ` „ PAUBA W CENTER DELTA OF THE CURB RETURN OR THE BACK OF THE CROSSWALK OR STOP BAR. , S. ALL R-I'S WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS �� t SPECIFIED PER PLAN. ► S. STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA '` _' _j OF THE CURB RETURN OR BEHIND THE WHEEL CHAIR ACCESS RAMPS OR ASNE ' `` ' fF•I,u SPECIFIED PER PLAN. u T. THE STOP LEGEND SHALL BE S FEET BEHIND THE STOP BAR, DIRECTIONAL ARROWS, IF REQUIRED, SHALL ALSO BE 8 FEET BEHIND STOP BAR OR 8 FEET a tld� BEH I ND THE STOP LEGENDS. 8. ALL PAVEMENT STRIPING MARKINGS SHALL CONFORM TO THE CALTRANS STAND- MY. T9 ARD PLANS: A20-A THROUGH A20-C. TO SAN DIEGO 9. ALL PAVEMENT LEGENDS STENCILS SHALL CONFORM TO THE CALTRANS STAND- ARD PLANS: A24-A THROUGH A24-D. 10. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND WAY r BE INSTALLED ABOVE THE RE 'S OR AS SPECIFIED PER PLAN. � Vic MAP f il . ALL SIGN POST MATERIAL SHALL BE 2 INCH SQUARE, FULLY GALVANIZED, ' STEEL P I PE (QUICK PUNCH) WITH RESPECTIVE 30 INCH OR 36 INCH BREAK-AWAY ANCHOR :::_;:; ::;;;::: NOT TO SCALE ASSEMBLY. ,,w'�` - 12. ALL PAVEMENT STRIPING AND LEGENDS INSTALLED USING TRAFFIC LANE MARKING PAINT MUST BE INSTALLED PER THE CALTRANS STANDARD SPECIFI- CATION MANUAL SECTION 84.3. 13. ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN Q�p� NOT LESS THAN 7 DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL ,� INSTALLATION. I ', ' p� SIGNING & STRIPING NOTES & QUANTITY E19TIMATE E'EX SAP I40TITEMS TO BE CONSTRUCTED TRUCTED OR INSTALLED TOTAL UNIT ,. 200 ER O REMOVE EXISTMG STRIPING BY SANDINLASTING 8.045 L.F. \� 2 INSTALL 4" DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER DETAIL 29 3.788 L.F. . 3 838 PAINT 4 DASHED WHITE LANE LINE PER CALTRANS TRAFFIC MANUAL DETAIL 12 . , L.F. PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS DETAIL 38 380 L.F. �Q 5 PAINT 6" SOLID WHITE BIKE LANE LINE PER PIE7AIL 39 FIGURE 6-25 OF CALTRANS TRAFFIC MANUA 2.617 L.F. 6 PAINT BIKE LANE LEGEND 6 . EA. 7 RELOCATE EXIST. ADVANCE DETECTOR LOOP 8 INSTALL ADDITIONAL DETECTOR LOOP (6,12U) 2. - EA . 8 RELOCATION OF-EXISTING SIGNAL LIGHT SIGN AND NO PARKING SIGN I EA. 9 PAINT 12" SOLID WHITE STOP BAR PER PLAN DETAILS (THERMOPLASTIC) 85 L.F. O INSTALL TYPE R-8 I BIKE LANE SIGN AND TYPE R26D SIGN (12" =12") 10 EA. 0 II PAINT 8' LEFT TURN ARROW PER CALTRANS TRAFFIC MANUAL FIGURE 6- 42 6 EA. 12 INSTALL DEUNEATORS. TYPE 0 e EA. 13 REMOVE AND RELOCATE EXISTING SIGNS AND LEGENDS I EA. I+ REMOVE i REPLACE .EXISTING DELINEANATORS � 6 EA. 16 PAINT "SIGNAL AHEAD" PER FIGURE 6-40 OF CALTRANS TRAFFIC MANUAL 2 EA. 15 PAINT 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER DETAIL 39A 8 FIGURE 6-25 OF CALTRANS TRAFFIC MANUAL ''OO LF. i i Underground Service Alert s f <<,l Cali: TOLL FREE 422-4133 1 TWO WORKING DAYS BE=FORE YOII DtCi "N.jC " iiN RE ;F?: DATE BY RE'VISIUNS ACC'D BENCH MARK . C p Designed By Drawn By Checked By Drawing No SCALE CODAD S. DASA RECOMMENDED BY: DATE CITY 0 E T E M E C U L A DEPARTMENT OF PUBLIC WORKS ca+trnc for Hor - _-- _ - _ - - - -- — AOEL S. CASAO M.T. izontol C9 _ � PI s P epared Under Supervi on Of cc As sfEo�rrl RCE 43090 * ACCEPTED BY, / _ DATE- -r=ty MARGARITA ROAD FROM Vertical * EXP.3131 /96 ICHAEL A MA Date � Tltat-Ftc ENGINEER, FOR CITY ENGINEER • ) t; RANC}�O CALIFORNIA ROAD TO LA SEREIiA WAY btp COOP" sly Com, ���� , • OF Glk R.C.E. No. 43Exppres 3-3�-s� PF- ,0. TR t� Exp 9-30-" 'e SIGNING AND STRIPING PLAN __- - Sheet I of 3 s } e R'E1wOVE !xl'ST_ r1►17 t INSTALL NEW W41 \•' \ \ `\ 1 1 1 -(WING. MIPTNG AND PA NT WARKI O LIEGEND INSTALL SIGN (AS INDICATED) & POST 1 1 1 RS REMOVE & SALVAGE TO CITY YARD 1 1 r RM REMOVE ALL CONFLICII MAKING AND/OR STRIPING BY WET SANDBLASTING I 1 1 , 1 O APPLY I T SOLID WHITE LIMIT LINE MVMOMA I � O APPLY 1 T SOLID YELLOW CROSSK (THERMOPLASTIC) I'3 APPLY -StGW 'AMEAfr PAVEMENT lY6►KM • SO' 0_C_ 3 1 1 1 1 (E) EXrST M of PLACE ; 1 } 1p ZUj 1 1 1 1 1 { 1 1 1 i• W J , I Iii Ir 1f 1 I 1 N I RS I ( RM I M � Ira1/R3�(IO •. R1(E) 5It1 MARG ARffA ROAD € R/'1� SRS ado al 4100 men ell 7 L ram. We( -BIKE LANE_--------- ----- _ MARGARITA ROAD dow N �4 tT !9 a- �. — Sol r.ms+��'so''� lam = C — E fRS f _ so owcs —— ` .1L a. a-ia f del 110 am as !!alp moo24 - !! 'low am 4- dowaw '05 —— — !! Imp ——————— — ———— ! - •,r• KE AwlLANE ow to am as ♦! goo ! Gi``-� as ' C 7w --- __—__—_----- - --- + "` 1 a•►�\__ _a S+� ' \f\L'y_\ ` i!! ' lfti r J --�_—,4-'— a — — el — ------- —1 ` _tea ♦moi+` ,�' `\\'\(,/T , ice!• l.� �� '' I► 'RM _I- �a _ CXrT'"�_- - - R81/G37(E 00•s oto RM R81/G34( � ! a W6-/M6A(E) -___ _��a►KE a' =aa�a`a•�`�_-- _aaa !RPI ' \!\\ \ \\ to so lop 100 4C ago R5 W63M / :� STALL TYPE 1-A FLASHER BEACON AND W41 SOOT TO CROSSWALK ALSO SEE SIGNAL PLAN FOR WIRING DETAILS \ R l � R2(45xE) \ \ \ �! \ N%'� 4t N. Underground Service Alert o COW. TOLL FREE RM 1 - soo �•� �•,� • �+ 422 - 4133 0' 10' so' en' 120 X60' ., \ �` RS As . BUILT TWD W01MI vc DAM IMP-01M rM me FMML Aro PROJECT No. STPLG-3459 (2) \\ 1110 93_ S_H__ DUAL W10 LEFT TURN LAVE_ MoVE9 A-WALK__ __ 1/ 10- PRIVATE ENGINEERING NOTE T_ lm�y LEG RECOMMENDED FOR SEAL PREPARED UNDER THE (RECTION of CITY OF TEMECULA SHEET No: APPROVAL JFDJlECTURE .F. Davidson Associates Inc. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE +IITTFI J.F. GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION p l ENGINEERING PLANNING SURVEYING LANDSCAPE A CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE ��� J�� H CRo��y� DAVID H. GROSSE RTE No_ 1132 SIGNING AND S T R i P I N G P LAN 2 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Q J' i wCORPORArE MEADQ�A4•ERS DONTARtO REiaow►E OFMCE 01b4 iu VALLEr REG0411 Orr+CE ❑COa+�+EEt�► Vftj r RE6101.At prrtCE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL `= O } EXP. DATE: 3O 96 DATE: ��� PUB IC SERVICES Drv1SION 1350 ShNO St•Mt, Ste I DO 27349 j*#4 wm S rem. Ste t+S 77-564 Country L oris, st, seo-8 ,., 3660 �.rron Street. St. 300 OM.�o. C► x276. Twnec.lo CA 92590 Pol DMR. CA 92260 MARGARITA ROAf� PERSONS AND PROPERTY; THAT THIS REQUIREMENT SMALL BE MADE ao P 0 Box 495 (909)994-266, fel 77 (6+9)560-s�60 OF .l No. 1132 Rivwe-ee. CA 92502 VEM TO APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING * APP VED BY: DATE: fAX (909)99.-7761 FAX �9D9)66s-195. rwx (6t9)36o-.775, HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AMES TO DEFENDE BY DATE *( Eip (909)666-064A INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY APPR CHECKED BY l \Q FAX (909)666-5954 AND LA $FRENA WAY FILE N0. AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE ENGINEER REVISIONS Cm Sl R Ff � � PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LOSILITY �If OF CA`\FOS SCALE: 1� = 4O' BENCH MARK: ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL FDESIGNED BY �0 DRAWN BY CKT CHECKED BY X80 DATE DON SPAG L CE No. µZ113 EXP.: 1 93 FOR W.O. A'INClPAL ENQAlorM CITY OF TEMECULA DATE:DECEMBER, 92 CITY OF TEMECULA 9212779 i