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HomeMy WebLinkAboutButterfield Stage Road @ Wolf Store Road (2001) j TRAFFIC SIGNAL LIGHTIhIN'G SIGNING AND STRIP, ING PLANS k,,,OUNTY UF Hlv_ EHSIUE FOR WOL BUTTERFII= Ln STAGE �HOAD AT F STOHE ROAD BUTTERFIELD STAGE RD. MARGARITA RD. O s,�� JECT PRO GEMERA FOR R OEPOR�O� O��RO' L TRAFFIC I L T a .ig .�� JEDEDIAH � Q�VVY QQ SMITH RD. gR V.� 1 . ALL WORK MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OFPARCEL MAP NON RF S RA AVSSIONENIDA�S THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1999 AND THE SPECIAL PROVISIONS FOR u1A THIS PROJECT. tr 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF _ CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. ~ a' - o z 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, j' GENERAL e 'LOCATION MAP CONDUITS, DETECTOR LOOPS, AND POLES IN THE FIELD. RWISE NOTED ON PLAN. MAXIMUM 1 . TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER NO SCALE 5. ALL PULLBOXES SHALL BE No. 5 UNLESS OTHE � SPACING OF PULLBOXES SHALL BE 200'. CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST SECTION 15, TOWNSHIP 8 SOUTH, - RANGE 2 WEST EDITION. 6. ALL CONDUIT SHALL BE 2" UNLESS NOTED OTHERWISE. ALL CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED ON 4"X4" WOOD POSTS WITH ANCHOR BLOCKS 7. LIGHTING CONDUCTORS SHALL NOT ENTER THE CONTROLLER CABINET. UNLESS OTHERWISE NOTED ON THE PLAN. TOTAL QUANTITIES 8. INSTALL (1 ) #8 CONDUCTOR IN CONDUIT CONTAINING POWER CONDUCTORS AND 3. ALL STRIPES, .SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. (1 ) #10 CONDUCTOR IN CONDUITS CONTAINING DLC, I.C., OR TELEPHONE CABLE. STENCILS FOR PAVEMENT MARKINGS SHA LL MATCH COUNTY FEDERAL METRIC o✓ STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL o MATCH CALTRANS STANDARD PLANS DETAILS. 9. PEDESTRIAN INDICATION SHALL BE INTERNATIONAL SYMBOL. PEDESTRIAN PUSH BUTTONS z 0 C) SHALL BE TYPE B WITH INTERNATIONAL SYMBOL PLATE. 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING. PAVEMENT MARKINGS SHALL BE REMOVED IN A FROM THE CONTROLLER BY A G OR MARKINGS SO THE CONSTRUCTION NOTES: 10. SERVICE EQUIPMENT ENCLOSURE SHALL BE SEPARATED FR RECTANGULAR AREA, RATHER THAN JUST LETTERING MINIMUM OF 15 FEET, AND SEPARATED FROM ALL UTILITY POLES BY A MINIMUM OF OLD MESSAGE CANNOT BE IDENTIFIED. CONFLICTING SIGNS AND RAISED RS REMOVE AND SALVAGE SIGN AND POST. 2 Each 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. A MINIMUM OF 2 FEET OF PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. OE EXISTING SIGN TO REMAIN. 1 Each O INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. 100 SF 11 . ALL VEHICLE INDICATIONS SHALL BE 12". ALL SIGNAL HEADS AND BACKPLATES SHALL 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) H L UTILIZE LIGHT EMITTING SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. 20 Each BE METAL WITH LOUVERS. ALL TRAFFIC SIGNAL FACES SAL THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. SANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING DIODE (LED) SIGNAL MODULES. O REFLECTIVE PAVEMENT MARKERS. 2500 LF 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS ® INSTALL 12" SOLID WHITE THERMOPLASTIC MARKING. (10' BETWEEN 12" STRIPES) 410 LF 12. DETECTOR CURB TERMINATIONS SHALL BE TYPE A PER STANDARD PLAN ES-5E. DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. O INSTALL 8" SOLID WHITE THEROMPLASTIC CHANNELIZING STRIPE-DETAIL 38. 450 LF 13. EACH CONDUCTOR, IN EACH PULL BOX, SHALL BE IDENTIFIED AS DETAILED IN THE 7. ALL STRIPING & MARKING DETAILS SHALL MATCH CALTRANS STANDARD © PAINT DOUBLE YELLOW STRIPE-DETAIL 21 OR 22 ON BUTTERFIELD STAGE RD. 50 LF CONDUCTOR SCHEDULE WITH A PERMANENT IDENTIFICATION BAND IN PULL BOXES PLANS DETAILS. Q PAINT 4" WIDE WHITE LANELINE STRIPE. 200 LF AND NEAR THE END OF EACH CONDUCTOR WHERE CONDUCTORS ARE TERMINATED. 8 PAINT DOUBLE YELLOW MEDIAN STRIPE-DETAIL 28 OR 29 ON BUTTERFIELD STAGE RD. 1350 LF SHALL BE EMBOSSED ALUMINUM FOIL TYPE WITH 8. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF O PERMANENT IDENTIFICATION BANDS L SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH PAINT 4" WHITE LANE STRIPE-DETAIL 8. 1900 LF PRESSURE SENSITIVE OIL RESISTANT ADHESIVE BACKING. ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. 10 PAINT TWO-WAY LEFT TURN LANE STRIPE, DETAIL 31. 450 LF 14. A MINIMUM OF 6 FEET OFSLACK SHALL BE PROVIDED AT EACH PULL BOX AND 15 FEET OF SLACK AT CONTROLLER CABINET FOR THE SIGNAL INTERCONNECT CABLE. 9. * RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. I * NOTE: RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON RTE ##OADWAYS WITH INDEX Of SHEETS: p 0 BEPSHO NA ONNPLANSECONTAININGRIAL I ROADSNWIOTHLTH SY. OCLASSIFICOUOLN ONLY SEAL CITY of TEMECULA SHEETS No. (s} DESCRIP o DEPARTMENT OF PUBLIC WORKS 1 TITLE SHEET DIAL TWO WORKING RECOMMENDED BY: W. J DATE: _ _O/ 2 BUTTERFIELD STAGE RD. AT WOLF STORE RD. BEFORE .... DAYS BEFORE SIGNAL AND LIGHTING PLAN YOU DIG YOU DIG ACCEPTED BY: DATE: 1-7-�� TOLL FREE 1-800-227-2600 3 BUTTERFIELD STAGE RD. AT WOLF STORE RD. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.C.E. No. 1974-¢- Expires: SIGNING AND STRIPING PLAN SEAL COUNTY OF RIVERSIDE SEAL � �Dr � CUP F . al SHEET N0. NOTE: ��,oFcoul TRANSPORTATION DEPARTMENTrssi COUNTY OF RIVERSI®E 8 WORK CONTINED WITHIN THESE PLANS t �! E• group EC■SHALL NOT COMMENCE UNTIL AN , A Oj may APPROVED BY y°� o ENCROACHMENT PERMIT AND/OR A s s EL GRADING PERMIT HAS BEEN ISSUED. Uj �`�-� Date 339J0 '�i'� 0 Na 20M ROBERT KAHN R.C.E. No.20285 �p. 9 30 01 , * pi.gip *' HALED A. MAN DATE * E�9/30/01 * 1301 Dove St., Suite 370 • Newport Beach, CA s2sso BUTTERFIELD STAGE RD. AT WOLF STORE RD. DF SHTS Phone: (949) 474-0809 Fax: (949) 474-0902 �'j• 0IV1\- �� C�� � `�r 01V1�- �`! PREPARED BY: R.C.E. NO. SCALE: FOR: W.O. COUNTY • DATE BY MARK APPR. DATE �rF OF CA�XF OF �p�� H V. 1337-01-01 FILE N0. . RECOMMENDED BY: DATE M ENGINEER REVISIONS COUNTY DATE i I EMERGENCY VEHICLE P O L- E S C H E D U L E PHASE DIAGRAM PRE-EMPTION DETECTOR STANDARD PLACEMENT DETAIL 1 L ' STANARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I.S.N.S.*♦ GROUP A GROUP B C C', TYPE HT. SIG. F DIST.LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A 4 2 _ i B O 26-4-80 30' 40' 18' 15' 250 W - - - 2-MAS, SV-2-T - Wolf Store Rd. 0 —�- N/A + MAST ARM �' T © 26-4-80 30' 40' 15' 15' 250 W B 4 2 MAS, SV-2-T SP-1-T Butterfield Stage Rd. M� 3 6 QUADRANT © 26-4-80 30, 45' 17' 15' 250 W B 4 4 MAS, SV-1-T SP-1-T Wolf Store Rd. PHASE 1 PHASE 2 PHASE 3 PHASE 4 YA 'f' PEDESTRIAN/EQUESTRIAN PUSH BUTTON LOCATION (TOP MEW) Op 1 A 10' - - - - B 2 1 TV-1-T SP-1-T - B.C.R. 3M MODEL 711 �- I OE 26-4-80 30' (40'FUT) - 15' 250 W B 2 1 - - - 0 N/A �— N/A N/A EMERGENCY VEHICLE PRE—EMPTION BI-- z I OF 1 A 10' - - - - - - - TV-2-T SP-1-T - F DETECTOR MOUNTING DETAIL NOT TO SCALE (EXACT LOCATION BY ENGINEER IN THE FIELD) p EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. PHASE 5 PHASE 6 PHASE 7 PHASE 8 POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. DETAIL I� A I.I.S.N.S. = INTERNALLY ILLUMINATED STREET NAME SIGN !'1 !'1 1 1/2»C, 6-PAIR #19 TWISTED COPPER INTERCONNECT 56' 45' ♦ SEE DETAIL 'B' FOR I.I.S.N.S. MOUNTING DETAILS CABLE; CONNECT TO TRAFFIC CONTROLLER, LOCATED W @ S.R.79/BUTTERFIELD STAGE ROAD (APPROX. 500'), J 2"C, 2DLC WITH PULLBOXES INSTALLED (NOT EXCEED 200' w z » 2 C, 2DLC 13UTTERFIELD STAGE ROAD BETWEEN PULLBOXES). A� 1Uj F-w B 5 2 C: (4)DLC iR/*- ______ _____________________________________________________________________� ____�_ _ �_ ___ ________- ___________-_____ __ ___- 7 06 , - Ex CURB - � ®R96A ' _ 04 - 0_4 04 a0 EX CURB _j CID 06 T 3 N i17 ao 3 W [345 TO � � n ,I X-WALK I ,L ko �0 _ -0---- 4 R73-2 N 14+00 15+00 , 0 1 16+00 7 OT1 \ 18+00 19+00 X4 WALK -- - - -- - - -- - - I T D -- -- - 1 1 2 C, 6 PAIR 1� S E --- COPPER INTERCONNE T ABLE i� N -I- ®R34-2 4' oZ J N \ N 1 \ 2 50 N 50 _ 1 8 R96 3 ' 2 C, 2DLC M R96A EX CURB N EX CURB _W I �� � 2"C, 2DLC 5 1 ----- - - - - - - _---- -__--_ --_- ------ --- 1 02 -----------------�------- --- ------- ----------------------- ------- - - - - - ' - - - - - - - - - OSERVEX. S.C.E. VAULT g » ?OBLE ICE POINT 1 1/2 C, 6-PAIR #19 T COPPER INTERCONNECT C32"C: (2)#1 � R.O.W. 1 1 4 �41 Q 5 LOOP PLACEMENT & SAWCUT DETAIL CONDUCTOR SCHEDULE 6 ( INSTALL #6 EPB 418L 417E 1 1 I CONDUIT SIZE AND RUN BACK CLAMP SPECIFY w/4 BOLTS ,- » I I ( I TYP. AWG SIZE H » » » _ (ASTM A-307) 10 0 i i i , I ❑R S POLE OR 3 3 3 3.5 2 2 3.5 --- I I I I I 2"C, 2DLC 1' 10' 15 30' CABLE TYPE E clRcurr Al & AA4AA6 6'-O" 2'-0" TYP. , TYP. D- TYP. TYP. 1 N❑. 14 CABLES POLE - A _ 2 2 2 2 _ - 2 c B I I I I - 0 c C REMOVABLE CAP ( I I ' I TRAFFIC SIGNAL EQUIPMENT EASEMENT 1 1 1 1/4" PL. CLAMP I I I I'"�— N D -- --- ------------------------------------------- D N E EX. CURB I 1 1 I - - - - - I � I IQ U 3 F - - - - 1 1 CONSTRUC' �v NOTES' w I 3/8 7/16"0 HOLE IN CLAMP cn I I I 10 T C - - - - - - - - - - - - "0 DE BURRED SUPPLIED WITH A TYPE 'F' LB COUNDULET. STD CABLE. HANGING HARDWARE & SIGN I m I ( I I 1 I - - - - -HOLE CLAMP 3/8"�-16UNC BLUNT POINT. w 1 15' 12' 11 12' 15' I I a FURNISH AND INSTALL TYPE 170E CONTROLLER IN A TYPE 332 CABINET ❑ T - - - - - - ----- - TAPPING SCREW (PILOT HOLE I a I I I I I WITH (8) 2-CHANNEL ILD SENSOR UNITS. (4) PED ISOLATION UNITS AND R 1"s� HOLE w/GROMMET TO BE FIELD DRILLED) UL APPROVED WATER i o I I 1 1 I I"I"' TION PER PHASEDIAGRAM.TS AND OTHER (FINAL�LOCATION M BE DETERMIND BYENT TO ACCOMIDATE OTHEAENGINEER IN THE FIELD.) S R - - - - -IN POLE (FIELD DRILLED) TIGHT ELECTRICAL BOX I I I I� S - - - - - - LL_ I i I I I O 2Q FURNISH AND INSTALL TYPE III CV 120 240 VOLT SERVICE ENCLOSURE WITH 5-CLIP METER - - - - - - NOTCH OR DRILL 1'-0" 8'-0" 1'-O" I o I I EX CUB I , I (SERVICE VOLTAGE IS 120�208 10 ). �) 100 AMP MAIN BREAKER, (1) 50 AMP TOTAL CABLES-3 CONDUCT,/12 CONDUCT. - 2 1 3 2 4 3 5 1 4 6 I I- BREAKER FOR SIGNAL, (1 30 AMP BREAKER FOR SAFETY LIGHTS, AND FOR DRAINAGE N I I I I (� (1) 20 AMP FOR IISNS. FINAL LOCATION TO BE DETERMINED BY THE LIGHTING 2 2 2 2 - - I I ( I I ENGINEER IN THE FIELD). 10 IISNS 2 2 2 2 --CLAMP DETAIL I.I.S.N.S. MOUNTING DETAIL 3� FURNISH AND INSTALL 3M OPTICOM DETECTOR MODEL 711 ON MAST ARM PER DETAIL A. _ _ _ DETAIL B I--- 33 0l 33 —►I I ® ' INSTALL MAST ARM MOUNTED SIGN AS NOTED ON PLAN PER STANDARD PLAN ES-7N. SIGNAL SERVICE - - - - - - 0 ' I 5Q INSTALL #6 PULLBOX. TYPE 'B' DLC 1 LOOP LEAD-IN - 2 2 2 - 2 NOT TO SCALE °° INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. 2 - - - - 3 3 7❑ CAP TENNON FOR FUTURE USE. 4 - - - 4 - 4 1 I - 3 3 - 3 UNDERGROUND STRUCTURES Q INSTALL POLE MOUNTED SIGN AS NOTED ON PLAN. s 3 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER, OR OTHERS, AND THOSE SHOWN ON THE RECORDS TOTAL - 5 5 9 3 12 EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATIONS AND EXTENTS. THE OWNER, BY ACCEPTING THESE PLANS OR 19 ' INSTALL 3 C, W/PULLROPE AND 3 #6 CONDUCTORS AS PER S.C.E. REQUIREMENTS. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS SCE PLANNER FOR THIS PROJECT: PAM BIERL (909) 928-8207; CONTACT SERVICE INTERCONNECT CABLE - - - - -FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE I 1 I PLANNER 48 HOURS BEFORE BEGINNING WORK. OPTICOM CABLE 1 2 3 3 - 3 UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON 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 o Y RESPONSIBILTY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. I- Q I 1 p 0 +I SEAL CITY OF TEMECULA N x DEPARTMENT OF PUBLIC WORKS DIAL TWO W❑RKING RECOMMENDED BY: DATE: 416U 416E I BEFORE DAYS BEFORE -- - Y❑U DIG ACCEPTED BY: ® DATE: - 7-0/ L J 20 10 0 20 40 60 YOU DIG �a�L�-- Q TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.01, No, jg7¢4 EXDIF@§Q R- 30-.01 NOTE: THIS CLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 0 SEAL COUNTY OF RIVERSIDE SEAL SERVICE ADDRESS: NOTE: � (' g CM3318 PAMM k�P IdO: 2064 LP. k�. Ottr949 SHEET NO. o WORK CONTINED WITHIN THESE PLANS QROFESS/oH TRANSPORTATION DEPARTMENT Q�OpESS/oA, `" 44051 BUTTERFIELD STAGE RD. 0 SHALL NOT COMMENCE UNTIL AN ����V A Oj q`Fyo APPROVED BY ,t��&O �rCAT q`Fyoricu ' 'nC� SIGNAL ENERGIZED: COUNTY OF RIVERSIDE c, ENCROACHMENT PERMIT AND/O R A y ' s Q y TRAFFIC ENGINEERING • nEsicN SERVICESIlk I /- - �� ALP1 A GRADING PERMIT HAS BEEN ISSUED. �' �' R' o C.7 "� �►ti 4--�--G- Date. �0 I No 33l160 '� p Z �� c N0:2= ROBERT KAHN R.C.E. No.20285 Exp. 9 30 1 7 I KHALED OTHMAN DIRECTOR OF TRANSPORTATION D S G * 6/30/02 y f * 9 � * 1301 Dove St., Suite 370 • Newport Beach; CA 92660 L T � g O 3 BU1TERf IELD STAGE ROAD AT I Off STORE ROAD; Phone: (949) 474-0809 Fax: (949) 474-0902 OF SHTS DATE BY MARK APPR. DATE tF of Cw�.�Fo� �� 8-29- I qrF of cA1.�Fo�� SCALE: FOR: - W.O. - - COUNTY M ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE H: V: N\A N\A 1337 01 01 FILE i - -- - - I-- II - - I SR-79 I � 1 i i 1 i r i 1 1 1 � i � i 1 I ' � _-- ---___-- BUTTERFIELD STA — , -- — GE ROAD 0 �------ -- - � � r- 2 R26(S) + -- 2O `� cn _ r- � 0 + ---- ---g----' --------------f -- -- -- __ -- _ _ � 2 R 6 S ¢ 2 R26(S) 2 W41 c•, ---4 --- -----------I--------------------------------------------------- L N ' - ------------------------------------ ----------------------------- ------------ ---- --- -------—---------- —-- RS W41 - 9 ----------------- 5 ,� r ---------- ) 3 r 0 — — 2 R26(S N -- - -- -- -- _ __ _ 10 - -- - _ — — — — — — 5 TAPER 1 3 ---------------= ®45' 3 8 5 83' 1 _ 11+00 "r 12+00 �� @40 -- -- -- -- -- -� -- -- -- --- - - --- IS+-CrO_ ----------- ®120' R.C. �, - - - - - t-_===- - -�- f - - } �_ _ -------------------- ________________________=== =a== = =a==o== - ------- - --- _ ------------ --------- - - ---- - -- _---_ _----_-------- -_ ---- ---- ------ ---_----- ---_---_ - ---- + -a _ + ---- `tB+Ofl fig+@@ 3 8 1 3 6 ®60' r ----_- --, - ----- --------- f + �f3+ tr -- -- -- -- r ___________ _____________________________ INSTALL CALTRANS TRAFFIC DELINEATOR -- - - -- 8 200' --- -- Cq CLASS 1, TYPE 'G' WHERE SHOWN 35 R N _- i �E;R2 50 (10' MAX. BETWEEN DELINEATORS) ' 4 7 100' 3 ------ I r ----------------------------- -------------- -- ------------------ 4 `M`1 04 04 oi / — _" '�__ _ _ — —— -------------------------------------------- --------- ---------------------- 5 -- -- -- -- -- -- -- -- -- -- -- p1 1 "STOP" ♦\ �� -- -- -- -- -- r 0I H ___ T_ \ i ® 60 i 20' 20' ___ _ _ BUTTERFIELD STAGE ROAD N cD 2 R1 X z O I \ w a ¢ ' 1 R41 i IRS R1 G7 1 � SR-79 PROJECT 0WIEWAY �R26(S) I i STA 82+651 ' 8 80' I O ' 8 80� 15' 112' 12' 15' 5 120 STA 82+35f 1 r 9 i 2 R26(S) II 1 TYPE IV(RT) 8 ' I 1 TYPE IV LT 60 r IV( ) 20 10 0 20 40 60 1 i 1 I ' i 1 I I NOTE: QR2s(s) = I 9 STRIPING AS SHOWN ON THIS PLAN IS FOR STA 81+1ot wl )_-_41 3 3 INTERIM CONDITIONS ONLY. LEFT TURN IN i AT PROJECT DRIVEWAY WILL BE PROHIBITED 1 AT SUCH TIME THE CITY OF TEMECULA I I DETERMINES THE RESTRICTION TO BE II ' ' NECESSARY. I ' I I I I I 1 I 7- I Y I 1 �1 1 �,< STA 80+30t TOTAL QU,ANTITES 0 10 I 2 R26(S) it ' o 0 I V U II ' o CONSTRUCTION NOTES: m , ( I FRS] REMOVE AND SALVAGE SIGN AND POST. 2 Each EXISTING SIGN TO REMAIN. 1 Each 20 R26(S) I rt I i 10 INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. 100 SF 1 Q2 INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. STA 79+35t 20 Each I SANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKERS. 2500 LF Co I ® INSTALL 12" SOLID WHITE THERMOPLASTIC MARKING. (10' BETWEEN 12" STRIPES) 410 LF .W 5O INSTALL 8" SOLID WHITE THEROOPLASTIC CHANNEUZING STRIPE-DETAIL 38. 450 LF I D i I I 6 PAINT DOUBLE YELLOW STRIPE-DETAIL 21 OR 22 ON BUTTERFIELD STAGE RD. 50 LF OFSEAL 1 15' 12' 12' 12' 15' iPAINT® 4" WIDE WHITE LANELINE STRIPE.CITY TEMECULA 200 LF DEPARTMENT OF PUBLIC WORKS I I I I ® PAINT DOUBLE YELLOW MEDIAN STRIPE-DETAIL 28 OR 29 ON BUTTERFIELD STAGE RD. 1350 LF i O9 PAINT 4" WHITE LANE STRIPE-DETAIL 8. 1900 LF DIAL RECOMMENDED BY: „ 1 i STA 78+60f TWO WORKING DATE: _ 450 LF BEFORE ••�. DAYS BEFORE / -.2=�� 10 PAINT TWO-WAY LEFT TURN LANE STRIPE, DETAIL 31. YOU DIG YOU DIG ACCEPTED BY: DATE: 7 - . o� 9 1 ' ( ) TOLL FREE OUND ERVICE A 00 NEW STRIPING BEGIN STA 77+25.54 i , 2 R26(S) i A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.C.E. No. 974 1 o Expires: q-30-0/ 1 Cq -NOTE ' EAL I WORK CONTAINED WITMIN THESE PLANS COUNTY OF RIVERSIDE SEAL SHALL NOT COMMENCE UNTIL AN eaoFEss/o�r TRANSPORTATION DEPARTMENT I FEs81 o ENCROACHMENT PERMIT AND/OR A ,`�� A p �tmy 'fit ellgiracring t 2 3318 PAM No. LP. NO. 01 SHET NO. M GRADING PERMIT HAS BEEN ISSUED. y � vy APPROVED BY [MID,, Elie. COUNTY us �, QOF RIVERSIDE W o Na�950 Z9�0 'Na 20285m° Date S LNG AND ROBERT . iTRW��N� o * �,��2 * K OTH DATE KAH R.C.E.CE No.20285 � Exp. 9 30 1 * 9/3o�t # 1301 Dove St., Suite 370 • Newport Beach, cA 9266D DUTTERREIA STAGE ROAD AT war STORE ROAD DATE BY MARK `��,� C/V,�' \�' T441$_� L+�Vt� �, Phone: (949) 474-1031 Fax (949) CA 92602 T ENGINEER REVISION APPR. DATE rF OF cA��Fo�� G� -2 -�i l�rF o��� PREPARED OF �.i SHTS S COUNTY RECOMMENDED BY. DATE OF CALF ED BY: R.C.E. NO. SCALE: FOR: W.O. COUNTY DATE H: V: - 1337-01-01 FILE NO.�� �*