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966s_ssGENERAL SIGNING AND STRIPING NOTES 1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 2. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PIANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BUCK LINE SEPARATING THE YELLOW STRIPES. S. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, UNIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL All OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. B. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8- RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR SHALL LAYOUT (CAL -TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. 11. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT WERE SANDBLASTED. GENERAL CONSTRUCTION NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PUNS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, B11 AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY 4. SEE CALTRANS STANDARD STANDARD PUN ES -IA, ES -113, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. NOTICE TO CONTRACTORS ACCORDING TO INFORMATION PROVIDED BY UNDERGROUND SERVICE ALERT (USA.) DATED DECEMBER 16, 2015, THE FOLLOWING ORGANIZATIONS ARE U.S.A. MEMBERS WITHIN THE PROJECT AREA: SOUTHERN CALIFORNIA GAS COMPANY, SOUTHERN CALIFORNIA EDISON, VERIZON, TIME WARNER CABLE COMPANY, EASTERN MUNICIPAL WATER DISTRICT, AND WESTERN MUNICIPAL WATER DISTRICT. THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SHOWN ON THESE PUNS (MAIN LINES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PUNS AND/OR ANY OTHER UNDERGROUND UTIUTIES NOT OF RECORD OR NOT SHOWN ON THESE PUNS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. SIGNING & STRIPING PLANS FOR HARVILL BUSINESS CENTER PLOT PLAN NO. 26173 IN THE COUNTY OF RIVERSIDE, CALIFORNIA RIDER STREET n I rAim ITTI 11 I I I -I ff 1 T J - - -1 - y- ) - E AL Z I 7 -- 1_ — L — — J nl m i NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. I INDEX MAP 1•=loo• r = Too' 50 0 100 N —W E Irol S 2GO 300 V161MIIT MAY NOT TO SCALE T 4S, R 4W,S 13 CONSTRUCTION NOTES QUANTITY Oj PROTECT EXISTING STRIPING, MARKING, OR SIGN - 22 SANDBLAST CONFLICTING STRIPING AS SHOWN ON PUNS - 3 RELOCATE EXISTING SIGN AND POST TO NEW LOCATION PER PUN 1 U O4 INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA-MUTCD 16 EA OS APPLY THERMOPLASTIC WHITE WORD PAVEMENT MARKING AS INDICATED PER CALTRANS STANDARD PUNS, PLAN NO. A24D 6 EA © APPLY THERMOPLASTIC 12" SOLID WHITE LIMN UNE (STOP LINE) PER CALTRANS STANDARD PUNS, PUN NO. A24E 100 FEET O7 APPLY THERMOPLASTIC WHITE TYPE N ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLANS, PLAN NO. A24A 3 EA O APPLY THERMOPLASTIC 4"/4• DOUBLE YELLOW TWO-WAY LEFT -TURN UNE PER CALTRANS STD. PLAN A20A, DETAIL 32. 2,705 FEET O9 PAINT 4"/4" DOUBLE SOLD YELLOW STRIPE PER CALTRANS STANDARD PUNS, PLAN NO. A20A, DETAIL 22 1,155 FEET 10 PAINT 4"/4" DOUBLE SOLID YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PUNS, PUN NO. A208, DETAIL 29 740 FEET 11 PAINT 8" SOLID WHITE CHANNELZING LINE PER CALTRANS STANDARD PUNS, PUN NO. A20D, DETAIL 38 615 FEET 12 PAINT 4• DASHED WHITE UNE LINE PER CALTRANS STANDARD PUNS, PLAN NO. A20A, DETAJL12 3,460 FEET 13 REMOVE AND SALVAGE EXISTING SIGN 1 EA 14 PAINT 4" SOLID WHITE LINE 100 FEET 15 PAINT 4" SOLID WHITE SHOULDER STRIPE PER CALTRANS STANDARD PUNS, PLAN NO. A208, DETAIL 27B 225 FEET 16 APPLY THERMOPLASTIC 12• SOLID YELLOW DIAGONAL STRIPE 16 FEET OUNTOLERIGHT L NE MUST TURN RIGHO5Q >5100 u" R1-1 R2-1 55 W3-1 W14-2 R26(S)(CA) WI-4(RT) R3-7(RT) (36"x36") (30"x36") (30"x30") (36"x36') SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 PLAN SHEET N x ItrF _ 4 Wl Wi-4(R) Z - N E MRIGHTLANENG vi Ld U F U Q 0_ a z z Q 35636 N o A EX. C&G �� �� I R1-1 _ _7. o f 11 155' il:rli �i -WTI n - 5! \ � 2 n 42 100' OPENING - I W14-2 7 Z2 _11 155' 7 6 R3-7 R 4 EX. C&G R1_ _ 1 I 6 N j i 1 17 777, R I D E R STREET W = E H A R V ILL AVENUE S I R26(S)c j I - M Y 16822 183 184 - R26(7) 12 f a LU JN O Gz Y M WJ e — Lux: 12 NU R1-1 i,4)—_i c 12 H A R V I L L AVENUE &-Azs NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. EX. C& EX. C&G R26(S) 4 0 0 a 12 = _ _ow ~ --�������— _ —------� --' _ zw 2 R26(S) — — 2 _ J W E%C&GJ 1 R26(S) 4 Q . 4,7 CONSTRUCTION NOTES O1 PROTECT EXISTING STRIPING, MARKING, OR SIGN O2 SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS O3 RELOCATE EXISTING SIGN AND POST TO NEW LOCATION PER PLAN O INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA MUTCD OAPPLY THERMOPLASTIC WHITE WORD PAVEMENT MARKING AS INDICATED PER CALTRANS STANDARD PLANS, PLAN NO. A24D ©APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE (STOP LINE) PER CALTRANS STANDARD PLANS, PLAN NO. A24E OAPPLY THERMOPLASTIC WHITE TYPE N ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLANS, PLAN NO. A24A APPLY THERMOPLASTIC 40/4' DOUBLE YELLOW TWO-WAY LEFT -TURN LANE PER CALTRANS STD. PLAN A20A, DETAIL 32. OPAINT 4-/4" DOUBLE SOLID YELLOW STRIPE PER CALTRANS STANDARD PIANS, PLAN NO. A20A, DETAIL 22 10 PAINT 4"/4" DOUBLE SOLID YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLANS, PLED NO. A20B, DETAIL 29 11 PAINT 8" SOUD WHITE CHANNEUZING UNE PER CAI -TRANS STANDARD PLANS, PLAN NO. A20D, DETAIL 38 12 PAINT 4" DASHED WHITE LANE LINE PER CALTRANS STANDARD PLANS, PLAN NO. A20A, DETAILI2 13 REMOVE AND SALVAGE EXISTING SIGN 14 PAINT 4" SOLID WHITE UNE 15 PAINT 4" SOLID WHITE SHOULDER STRIPE PER CALTRANS STANDARD PLANS, PLAN NO. A208, DETAIL 278 16 APPLY THERMOPLASTIC 12" SOLID YELLOW DIAGONAL STRIPE SIGN LEGEND —_ _ _--- A�e 12 2 6 — —— - '--'--- `_���—.��y� — — R26(S) 4 SPEED NO STOP 55 O OUTLET R1-1 R2-1 55 (36"x36") (30"x36"; (30'X30") (6"x36") RIDER STREET --- 12 2 - - N f � EX. C&GJ 12 —_ __ -_ - — _ 2 - — R26(S) d OPENING 100' coo H A R V I L L AVENUE Xao 155 111 14 pry— / 1 g RIDER STREET E MRIGHTLANENG R26(S)(CA) W1-4(RT) R3-7(RT) RIDER STREET --- 12 2 - - N f � EX. C&GJ 12 —_ __ -_ - — _ 2 - — R26(S) d OPENING 100' coo H A R V I L L AVENUE Xao 155 111 14 pry— / 1 g RIDER STREET