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964ll_ss J GRANVILLE DRIVE rn I 18' 18' I ©a x m 09 40 80 120 160 _j z m mcr Cd z SCALE. 1 -- 40 DS THOMPSON RD ALF+ 8 R©• -- _ Ai R/W O 7 � 11 � SITE C&G -► - 6 ► , 8 3 cr 7 100, CG — 11 rel ry 150 "? I W 70 — _ N LH 7 14 1 O� 74 — $ — 75 — — AIRPORT VICINITY MAP �4 C&G 4 � 6 11 ________ �` ----- E.P. SEC. 4, T7S, R2W, SBBM 8 8 11 I I 11 N.T. S R/W - 18 I x LO rn C� I 0 18' 12' � I n SIGNING QUANTITY ESTIMATE � to JUBILEE ROAD _ I 0 NO. ITEMS TR. 35161 UNIT 77 HOMPSON RD WHITE LETTERS ON RED BACKGROUND 1 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. A24E. 200 LF. _ 2 INSTALL R1 -1 STOP SIGN PER MUTCD LATEST EDITION 6 EA. 24 ' " 1 „ 3 APPLY THERMOPLASTIC STOP LEGEND PER CALTRANS STD. A24D. 14 EA. 8 4 INSTALL STREET NAME PER RIVERSIDE COUNTY STD. 1220, 1221 AND 1222 8 EA. ENGINEr0 ERSNOTE: 5 INSTALL R2-1 (25 MPH') TRAFFIC SIGN PER CALTRANS MUTCD LATEST EDITION. 2 EA. ca CONTRACTOR A cp 0 AGREES THAT HE SHALL ASSUME SOLE AND 6 PAINT SOLID WHITE STRIPE PER DETAIL 38A CALTRANS T A Ti " COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSI SSD 20D 11$0 LF. DURING 7 PAINT MEDIAN ISLAND STRIPE PER DETAIL 27 CALTRANS STD. A20 W THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING B 510 LF. 12 PARKING F SAFETY 0 ALL PERSONS AND PROPERTY. THAT THIS REQUIRE- � tJ1 $ APPLY THERMOPLASTIC TYPE IV (R'' OR L ARROW PER CALTRANS STD. A24A, 18 EA. I 1 ,5" MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 9 REMOVE EXIST. STRIPING BY GRINDING 1 LS, RVS TRAILERS v DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ' M " INSTALL NO RV S PARKIN f P 1 HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED D G SIGN PER DETAIL HEREON. 2 EA. WITHIN „ IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ' 11 XIST. STRIPING AND PAVEMENT MARKINGS TO REMAIN 1 LS. ( $ l PROJECT EXCEPTING FORLIABILITY ARISING F T Q ROM HE SOLE 2 PAINT DASHED WHITE LANE LINE STRIPE PER CALTRANS [DETAIL 12. 260 LF. RESIDENTIAL AREAS NEGLIGENCE OF THE OWNER OR ENGINEER. I " 4 PAINT SOLID WHITE EDGE IN TRIP P T �1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND LINES E PER DETAIL 24 CALTRANS ST©. A2t18 5900 LF. RV. CITY. ORD. 413 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS A. „ ESE L NS RE 6 INSTALL PAVEMENT ENDS SIGN PER MUTCD STD. N0. W8-3 LATEST EDITION 2 EA. 8 2 OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. " 7 INSTALL "TWO DIRECTION ARROW W1-7 A TYPE —1 THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY ( ) AND E N PER MUTCD LATEST EDITION 2 EA. MEASURES TO PROTECT A THE UTILITIES " ��} '� MARKING SIGN EC ALL E U L ES SHOWN AND ANY $ INSTALL RIGHT LANE MUST TURN RIGHT SIGN PER MUTCD STD. R3-7 6 EA. OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS ' RED (LETTERS ON WHITE BACKGRCU AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY 9 INSTALL R4-7 TYPE N-1 SIGN PER CALTRANS STD. 4 EA. WITH RED BOARDER DAMAGE TO THESE LINES OR STRUCTURES. " I , 0 INSTALL W31A ROAD END 44fl FT. SIGN PER CALTRANS STD. 2 EA. R—RV PER I 14 12 '1 12 14 RIVERSIDE OUNT RANSPORTATION DE 1 PAINT CENTERLINE STRIPE PER DETAIL 22, CALTRANS STD. A20A. 1900 LF. TRAFFIC ENGINEERING DIVISION 2 INSTALL DEAD END SIGN PER CALTRANS STD. W14-1. 3 EA. 18 3 APPLY THERMOPLASTIC STOP AHEAD" PAVEMENT MARKING PER CALTRANS STD. A24D. 3 EA. I 8 4 PAINT DASHED 4"' SOLID WHITE LANE LINE STRIPE PER CALTRANS. 710 LF. m 6 � GENOA ST. � 2 � NOTE. SEE GENERAL SIGNING AND STRIPING DOTES ON SHT. 2 x rill 4 / 4' R 21 1 36" -° PER P.M. '°m ;,m 17 \ 2 4 / 24f59 18 70 8 0 9 +' 8 J 14 .p 1 3 _ 4 a _ 6 59 100 9 - 7..: . N .............. .. ..._ - 58 �V —CD Ln 62 — _ N j o° — � � � - 21 - � 6 7 c 3 170 N 3 i `•"' Fill C&G 90' -.' i - 100 8 6 100 6 8 , 14 1 14 C& 14 4 6 8 -� -� R W C OOF S/W / 19 R/W rri m S/1 21 DETAIL 22 2 0' 40' 80' 120' 160' 4 2 `� 4 �'�F Y „ THO PSON RD. SEE SHIT. 2 _0 2 m SCALE: 1 " = 40' 4 8 10 5 20 20 -� 19 i • GALLEANO AVE. SEE SHT. 3 JQ U' NOTE SEAL—ENGINEER ENGINEERING COMPANY BENCHMARK. SHEET NO. , ' 8 WORK CONTAINED WITHIN THESE PLANS TRACT NO 35161 , IP' 140015 SHALL NOT COMMENCE UNTIL AN EN R H V L ENGINEERING � C OAC MENT PERMIT AND/ORA _ COUNTY OF RIVERSIDE GRADING PERMIT HAS N L N/A S BEE ISSUED. v � 31805 TE ECUL.A PKWY. 129 TEMECULA CA. 9 SCHEDULE A � 2592 cn The s i r f — c� er rgnrr►g tte ions s espone or omg the accuracy No. TEL. 1 ) 296 3930, FAX. (888) 537 1396 Pt)URRtY ROAD m t t of the n h In - Y erec he est of dyes arns� �� ,� AT PREPARED:Know What s �eIOW. DATE RE ARED. sIG>vlrrG AND STRIPING OF SHT offer count: � til cu r � Z'i t PING PLAN c� dur const uction, the mate neer sholl be _ ARK Y AT � P D A Y E R R.C.E.R APP REPARED'AT C E O. r DATE FOR: �� � f n 0 W.O.CI before you dig. � for ate o c�c abs solution and r the s for �+ COUNTY 9 �� REVISIONS aC SCA E• �d tl corn : ENGINEER RICHARD L VALDEZ DATE EXP. 12 31 /17 FILE NO , , G COUNTY _ V. POURROY RD SEE SHT. 1 BORDEAUX PL. 142 1 �]'l214' N / �44' R/W . 1 —/ � ( 0' 40' 80' 120' 60' FUER P.M. co w / \ 24, 59 o SCALE: 1 " 40' CN 36 R WXl` T PER MB E S . R 1 p 2 1$` / 444 35{x/52-64 R W 0 e _ 3 } C-) --19 �r C&G 0 1,0 ..�'' ,- 6 50 :�. 14 AC BERM i 7 o 190' . :. 7 83 — — — — I - .-- 86 VU 88 90 91 92 n - 1 Q�y8 21 8 - 100' �±' w 0 r ..� ' 14 C�c NV y: 3 M S/W R/W 0 r REMOVE 20 20' XIST. R 1 -1 14' 2' 1211214' `N " 31 /�� 6 17 19 , POURROY RD. SEE SHT. 1 THOMPSON ROAD VASSAR DR. SEE SHEET 3 SU N N Y HILLS D R. GENERAL SIGNING AND STRIPING NOTES: 1 . All material and work shall conform to the Latest edition of County of Riverside Standard Plans Caltrans Standard Plans and Standard Specifications, and California Manual on Uniform Traffic Control Devices. 1 , I 2. All traffic stripes, pavement markings, and signs shall be reflectorized and in standard size. All striping and { marking details shall snatch Caltrans Standard Plans details. Stencils for pavement marking shall match I 1 I 1 Caltrans Standard Plans. R/W 3. The Contractor shall remove all conflicting stripes, pavement markings, and raised pavement markers in I ► accordance with the plans and as directed b the Engineer. Word or symbol pavement markings shall be --� P Y g ym P 9 1 AC BERM 14 DIRT RD. removed by sandblasting or grinding a rectangular area covering the whole marking. LnWit- 93 94 95 96 97 98 4. All crosswalks shall have 10 feet In been the 12-inch white or yellow stripes. °° 21 CSG 5. All double yellow stripes shall have 3-inch painted black line separating the yellow stripes. Mn e6. The Contractor shall furnish and install all traffic stapes, raisd pavement markers {RPMs}, pavement RW S/W 16 markings, and signs in accordance with the plans and as directed by the Engineer. 45 46 7 7. All pavement markings including crosswalks, limit lines, and stop bars shall be applied with thermoplastic 31 material. All other traffic stapes shall be painted in two coats. THOMPSON ROAD 8. 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. 9. 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. 0' 40' 80' 120' 160' 10. The Contractor shall remove signs in accordance with the plans and as directed by the Engineer. The SCALE: 1 40' Contractor shall deliver removed signs to the County Yard or as directed by the Engineer. 11. The Contractor shall submit a traffic signal timing sheet to the County for review and approval prior to the beginning of construction of any new or modified traffic signal. The timing sheet will meet all requirements per the latest California MUTCD, Part 4 "Highway Traffic Signals". 12. The Contractor shall replace all signing and striping within project limits damaged or altered b the project, p 9 9 P 9 P g y P J as determined by the County engineer. BENCIMARK: NQJE SEAL-ENGINEER ENGINEERINGCOMPANY SHEET NO TRACT NO 161, IP , 140015 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN VSL ENGINEERING COUNTY OF RIVERSIDE VNI ENCROACHMENT PERMIT AND/ORA N/A SCHEDULE A ( FADING PERMIT HAS BEEN ISSUED. c3' MICHAN L viz 1 fl EMECULA PKWY. 129 TEMECULA, CA. 925 92 3 6 THOMPSON ROAD o TE 951 2'96–3930 FAX. 888 537-1396 � W ire private €� w * 9 � � r l� aur�ng_tl+e � No. ) � t ) WJ OF 3 SHT _ . _ SIGNING AND> STRIPING PLAN cued of the Imo. In the e+r of 1a 31.17 rept « Exp.-12-31-17 DATE PREPARED. ZZ l Knave whatbelow. oft � r W.O. UN TY cor+�matron the be .. FOR: - . . . � R.C.E. N0. ARK. y T R ABED BY. B DA E APPR. AT A DATE .� SC EFIOLE' N0. r for on oc MW r the f Lt,. C� before you dig. '���9 �� P � REVISIONS EXP. 12031 17 FI• V. RICHARD L. VALDEZ DATE –. _ the ENGINEER -- C UNTY 0 THOMPSON RD. SEE SHEET 2 V(X V ( � y R/W S/W ' s/W 6 ----- 20' 20' 2 4 6 17 31 45 46' 47 I 19 I I 18 30 ( m 32 1 -0 7 m 16 29 >_ I l�Ln Ln19Z: )> ................... o I —, 44 8 15 -� - 33 28 i 20 r 48 0 N C 9 14 34 43 m I 28' 27 I 281 21 ,g= , 28' 10 13 18, 18, 49 35 42 I 2 6 L28' I 28 2 11h 22 18 1$' 12 36 I 0 N 41 RW S 1 50 /W 4 � I 2 25 OALLEANO AVE. I - _ 23 12 130 o0 14 28' 2s 7 4 0 _j ' 1s S wj R I 24 tin 76 51 38 39 = __& 2 4 I 0' 40' 80' 120' 160' 1 4 i / , S/W SCALE: 1 " - 40' �8 " OALLEANO AVE. EXIST. DART RD. _ 1920 �t 21 22 23 24 Uj E.P. 2 6 - -� NOTE: SEAL—ENGINEER ENGINEERING COMPANY BENCHMARK: SHEET NO WORK CONTAINED WITHIN THESE PLANS TRACT NO. 351619 IP #140015 SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR QTS L ENGINEERING COUNTY of RIVERSIDE / N/A GRADING PERMIT HAS BEEN ISSUED. r�� L v z 31805 T ECULA PKWY., 129, TEMECULA, CA. 92592 SCHEDULE cn The private m9m UPM these plans is responsilk for assure the accuracy No. 4M TEL. 51 ) 296-3930, FAX. (888) 537- 1396 IH TRACT and taWt o the hereon. In the event of discrepancies ar Krr©wr what s b 'lOW. � Y � � +� Ems• * DATE PREPARED, SIGNING AND STRIPING PLAN ©F SHT � fr ate count aural or dur construction the irate shall be . _ P ,: P R.C.E.Y C E. ;� R D 0 F ARK `Y AT PP AT E B OR. W. TY 1 1 r t f n B DATE A R. DATE .� 0 COE C� or cater , � acc tate solution arruf re+reu the s far before you d� � � eR n9 � REVISIONS � �• , SCA E. 9 FILE N0. . RICHARD L. VALDEZ DATE EXP. 12 31 17 �• V; L4 LL o oval the county. ENGINEER COUNTY f �