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966y_ssSIG I G A D TRI PROP. FUT. N N N S PIN.G PLANS FOR R/W 00' R/W 50' 50' EX. R/W 44 33 y 9 EX. R/W GIRARD STREET 18' 1 14' ± EP 18' 18' ± 4 5 7 1 EXISTING TRACT NO, 35417 % 6" CURB PAVEMENT ® �C GUTTER lloo=pi I C' I T \T/ 0 F HonEMET, �e.N0'u'NT"yf OF RIVErN`�`SIDE, CA SIDEWALK COMPACTED SUBGRADE AGGREGATE BASE COURSE Ld G8 DEVELOPMENT INC. °- ATTN: PHIL CHODUR GIR A�(COUNTYA7626 EL CAJON BLVD. W n �? --' V) RIV. CO. STD. N0. 94 (1 OF 2) -MODIFIED - R VALUE 43 LA MESA, CA 91942 z 0; w NO SCALE� ? c' `Q C) Lo m� w �c o +co ou THOMAS BROS. MAPS PAGE: 841 GRID: G 1 � � z ) Q �= ® -E- w� x V) m o m =t `) N W w < 34.83' TAPER LENGTH � =A ® p z PAINT DASHED 4 2.• 1 RATIO mom m WHITE LINE z Cn wTRACT -� . �-- 35477 Li 26.52' TAPER LENGTH ry c.; w 2.1 RA 770 s m z w 5477 co�— I t-- oo w I a_ ry < dm6ilkm 1 0-00 0 Ca co V) EX. R A .� EXISTING o EDGE OF PAVEMENT FLOW FLOW,, N 8+00 9+00 T_ 10-00 EX c� z 0 - PAINT DOUBLE YELLOW LANE LINE aSIGNING AND STRIPING GENERAL NOTES: I t' >_ 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 in ® TRAFFIC CONTROL DEVICES. z 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN STANDARD SIZE. �5 ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR ui m PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS 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. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12—INCH WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3—INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. C. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND A, DIRECTED BY THE ENGINEER. 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 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. 10. 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. 11. THE CONTRACTOR SHALL LAYOUT(CAT- TRACK) THE PROPOSED SIGNING, STRIPING. AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. 12. THE CONTRACTOR SHALL REPLACE ALL SIGNING AND STRIPING WITHIN PROJECT LIMITS DAMAGED OR ALTERED BY THE PROJECT, AS DETERMINED BY THE COUNTY ENGINEER. 13. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT WERE SANDBLASTED. r OJECT c� ;ITE MAYBERRY AVE. ca U) z ci z ri ry LF WH ITTI ER AVE. cn 0 W 0 cn oCD0, 76 + Co LU n uj o U/ mrillQ p CNW z c o z � >w- � � v � W _ o STETSON AVE. m 0 �Q -- V)® SITE ADDRESS: 26399 GIRARD STREET SEC 14 T5S Raw HEMET, CA 92545 v 1�TI �� 1 �!M kp N0. SCALE PER PARCEL MAP 27/87 EX. R/W 1 s 1 �-+� f W !� CD r- i EXISTING EDGE OF PAVEMENT FLOW FLOW FLOW � r- 11+00 00 13- 00 14+00 15+00 15+37. 10 - 12+00 n, 00 iso 00 -- "- STREET � � z z � � '-`-' w w m m 1 ixich — 30 f il 1, PAINT DOUBLE YELLOW LANE LINE EX. R/W PER PARCEL MAP 27/87 NO. c� UNITS ca z z ci z ri ry LF ry PAINT DOUBLE -YELLOW LANE LINE cn U� PAINT 4" DASHED WHITE LINE PER CALTRANS STD A20A DETAIL 22. PAINT oCD0, 76 + Co LU n uj c7 ® OJ CNW c m m >w- C ui W cr m m 0 �Q -- V)® Ca C) m z w � m SANDBLAST EXISTING CENTERLINE STRIPING OR GRIND � � z z � � '-`-' w w m m 1 ixich — 30 f il 1, PAINT DOUBLE YELLOW LANE LINE EX. R/W PER PARCEL MAP 27/87 NO. DESCRTPTION UNITS z z z ci 853 ri PAINT 4" WIDE DOUBLE YELLOW STRIPE PER CALTRANS STD A20A DETAIL 22. PAINT TWO COATS. LF 632 cn U� PAINT 4" DASHED WHITE LINE PER CALTRANS STD A20A DETAIL 22. PAINT oCD0, 76 o Co LU n uj u �W CNW m m m C V)® cr � � z z � � '-`-' w w m m 1 ixich — 30 f il 1, PAINT DOUBLE YELLOW LANE LINE EX. R/W PER PARCEL MAP 27/87 NO. DESCRTPTION UNITS QUANTITY* SANDBLAST EXISTING CENTERLINE STRIPING OR GRIND LF 853 PAINT 4" WIDE DOUBLE YELLOW STRIPE PER CALTRANS STD A20A DETAIL 22. PAINT TWO COATS. LF 632 NOT APPLICABLE PAINT 4" DASHED WHITE LINE PER CALTRANS STD A20A DETAIL 22. PAINT LF 76