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HomeMy WebLinkAboutSB 821 BICYCLE & PEDESTRIAN S&S PLAN MACHADO ST SB 821 BICYCLE AND PEDESTRIAN FACILITIES PROGRAM SIGNING & STRIPING PLANS MACHADO STREET GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION 84, 'TRAFFIC STRIPES AND PAVEMENT MARKINGS" AND SECTION 85 "PAVEMENT MARKERS" OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD CONSTRUCTION NOTES: SPECIFICATIONS, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY GREEN BACKGROUND COATING STANDARDS. O PROTECT EXISTING SIGN, MARKING, OR STRIPING IN PLACE. 2 NOTED OFNIPLSANSIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE O INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA-MUTCD. TYPICAL DIMENSIONS - N T S 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR 0 3 REMOVE AND SALVAGE EXISTING SIGN TO CITY YARD. 1 72" BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. APPLY THERMOPLASTIC 6" SOLID WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST ® PLAN NO. A20D, DETAIL 39. 14" 44" 14" CALTRANS-APPROVED STENCILING STANDARDS. 72" APPLY THERMOPLASTIC 6" DASHED WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, 3" 3" 5. THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING 5 151" PLAN N0. A20D, DETAIL 39A. AT 15 FOOT INTERVALS AND "SPOT" THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON 14" 14" 14 THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE APPLY PREFORMED THERMOPLASTIC WHITE "BIKE LANE" PAVEMENT LEGEND PER CALTRANS 44 SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE © STD. PLAN A24D, WHITE BIKE LANE ARROW PER CALTRANS STD. PLAN A24A, AND GREEN 51 14 „ " 3" 3" IN THE FIELD. BACKING PER DETAIL "A" ON SHEET 1. 6' 6" 6 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS APPLY THERMOPLASTIC 4" SOLID WHITE LINE PER CALTRANS STANDARD PLANS, PLAN NO. AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY A20B, DETAIL 27B. THE PUBLIC WORKS INSPECTOR. 8 6 INSTALL RED CURB FOR NO PARKING ZONE. 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED 0 BETWEEN THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION Og SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS. 6 APPLIES TO BOTH DOUBLE YELLOW STRIPING AND TOW-WAY LEFT TURN STRIPING DETAILS. 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED 10 APPLY THERMOPLASTIC PAVEMENT LEGEND PER CALTRANS STANDARD PLANS, PLAN NO. 308" CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL A24D' BE EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF 11 APPLY THERMOPLASTIC 4"/4" TWO-WAY LEFT TURN LANE PER CALTRANS STANDARD PLANS, 123" 125 THEIR DIAMETERS. PLAN NO. A20B, DETAIL 32. 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED APPLY THERMOPLASTIC 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLANS, PLAN NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR @ NO. A20D, DETAIL 38.13 6' PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. APPLY THERMOPLASTIC WHITE TYPE IV ARROW PAVEMENT MARKING PER CALTRANS STANDARD 6' 6" 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY NO. A24A. PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY 6" DETAIL 39 NEWLY APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE NOT USED. 6" DETAIL 39 4" DETAIL 27B 4" DETAIL 27B 14 CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION 4" DETAIL 27B EQUIPMENT, SHALL BE REAPPLIED BY THE CONTRACTOR. APPLY PREFORMED WHITE THERMOPLASTIC SHARED ROADWAY BICYCLE MARKING PER REVISED 6" DETAIL 39 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE 15 CALTRANS STANDARD PLAN A24C, AND GREEN BACKING PER DETAIL "B" ON SHEET 1. EDGE OF EDGE OF EDGE OF EDGE OF EDGE OF EDGE OF APPROVEXISTNGED PLAN SHALL BE TRAFFFC STRIPING ORMOVED BY WET PAV PAVEMENT MARKINGS BWILLING.NOTBBECALLOTWEDD APPLY THERMOPLASTIC 8" DIAGONAL WHITE HATCH AT 50' SPACING.GRINDING OF © BIKE LANE " " GUTTER TRAVEL LANE " �' TRAVEL LANE BIKE LANE " "GUTTER 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD APPLY THERMOPLASTIC 4"/4" DOUBLE SOLID YELLOW STRIPE PER CALTRANS STANDARD DETAIL A DETAIL B DETAIL C DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF 17 PLANS, PLAN NO. A20A, DETAIL 22. BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS APPLY PREFORMED THERMOPLASTIC WHITE BIKE LANE SYMBOL WITH PERSON PAVEMENT TO PORTLAND CEMENT, ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. NOTICE TO CONTRACTORS 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE ® LEGEND PER CALTRANS STD. PLAN A24C, WHITE BIKE LANE ARROW PER CALTRANS STD. PLAN A24A, AND GREEN BACKING PER DETAIL "C" ON SHEET 1. CONTRACTOR AGREES THAT A SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY THIS FOR JOB SITE CONDITIONS DURING THE COURSE OLIMIF CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. TONNORMALON, KING INCLUDING SAFETY of ALL PERSONS AND PROPERTY:THAT rHls REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LESS 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLAN SHALL BE TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS CONTRACTOR TO REPLACE MISSING REFLECTIVE PAVEMENT MARKERS ON ALL EXISTING FROM ANY AND ALL LWBIDTY,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO 19 STRIPING. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE TRAFFIC STRIPING. CONTRACTOR IS TO REVIEW THE HARDSCAPE LAYOUT SHOWN ON THE CIVIL,ARCHITECTURAL,AND LANDSCAPE PLANS FOR DISCREPANCIES JERNIGAN 15. REFLECTIVE BLUE PAVEMENT MAKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER PRIOR TO "POURING'ANY CONCRETE. WEBB ASSOCIATES ASSUMES NO RESPONSIBILITY FOR"MIS-POURED"FLATWORK. STREET CITY STANDARDS 422A, 422B, AND 422C. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE III REFLECTIVE SHEETING (ASTM TYPE XI). SEAANYRCH NECOESSARY ADJUSTMENTS CANE RECORDS. H BEE MADETIONS ARE N AD NMENTPAND/ORE AND GRADESOOFF THE PROPOSED O IN FIELD IMPROVEMENT THE CO THE NTRACTOR,SO TRACTOR OR IS THAT iv p 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT ® II 9 L+ Z Of SIGN LEGEND SHOWN ON THESE PLANS HURSH 0 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 400B. \ STREET V) Z MAJOR ITEMS TO BE REMOVED HAVE BEEN NOTED ON THESE PLANS, HOWEVER THE CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION a 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER OF ADDITIONAL SURFACE FEATURES REQUIRING REMOVAL THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL OBJECTS AND MATERIALS(AC, ~ LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, CONCRETE,TREES, BUSHES, FENCING,ETC.)THAT ARE IN CONFLICT WITH THE NEW PROPOSED IMPROVEMENTS WHETHER CALLED-OUT OR c � W Q n N �•�'�.. NOT ON THE PLANS AND DISPOSE OF LEGALLY.CONTRACTOR IS TO BACKFILL ACCORDINGLY AND LEAVE SITE IN A RELATIVELY LEVEL n/ p 406B, AND 409. V`�) L_I_ } 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE IAAY USE ( corDmoN. = CLEMENT MAINTENANCE YARD. FULL uNE BIKE uNE BEGIN END ® � STREET Z ou R4-11 R81(CSA R82A(SA) R81B(CA) v Li (30"x30") ( ( ) (8„x5„) fr Go Y [WILSON v o wi�o STREET Ld a ALVARADO z n CRESTVIEW CARBON LINCOLN LE GAYE BROADWAY ZIEGLINDE AUDREY STREET J ROAD STREET STREET �wi>w DRIVE STREET DRIVE w = EUREKA I DRIVE z E- MARCOLESCO STREET GOLONDRINA STREET w w z STREET LE HARVI E HIGHLANDS GRAN�ARI CHRISTIN� JOY DCREST�� MONTEREY CLARE PARK��WSTREET LAKESHORE a NATALIE AVENUE ROAD DRIVE DRIVE COURT STREET DRIVE DRIVE a DRIVE `+ DRIVE 0 LANE 'y o LAKESIDE HIGH LANE o TILLER ULNA t, F-1 SCHOOL ACHADO STREET vvEsa r ~N LANE LANE STADIUM WAY z Q u GRAND SHEET 2 — 4 s O p 0 AVENUE O >� 1" = 300' p Oa m d p 150 0 300 600 900 O dZ w Q Q O_ UNDERGROUND SERVICE ALERT CITY OF LAKE ELSINORE APPROVAL A L B E R T A. ENGINEERING CONSULTANTS F OFESS/p CITY OF LAKE ELSINORE ,g CI OF i/�� APPROVED. RIVERSIDE CA. 9 TY noo92506 TOLL FREE LAMLADE LSIIYOIZE n PH. (951) 686-1070 z m SIGNING AND STRIPING PLAN 1-800-227-2600 - FAX (951) 788-1256 No.C87666 _ A S S O C I A T E $ z � � 5 —� Pc3 4—1q PREPARED C87666 TITLE SHEET SHEET OF MARK DATE INIRAL DESCRIPTION REC. DATE APP'VD —:— DREAM EXTREME REMON HABIB,RCE NO.83156 DATE R.C.E. NO.: a?q� CIV\\ TWO WORKING DAYS BEFORE YOU DIG REVISIONS �� ACTING CITY ENGINEER Q ♦ OF CALVE CITY PROJ. {� 1Q• CITY OF LAKE ELSINORE DATE:�T! 1-• GRAND AVENUE 1 19 2 R81(CA) - R81(CA) 2 R81B(CA) 72 50' 1 7 4 190't 18 190'1 10 1 R1-1 5 100' �100'TAPER—{ 4 9 10 9 1 W3 1 18 16 85'TAPER IX. G&G 4 vF- R1-3P I y to , i 4 IX. CkG 4 9 +W 9 11' NJ 14 20 21 24' 32' 12' NJ 12' 32' _ - - 12'-32,- - 12 12' 100' R.C. W O 32' 2' Z� -6'- - - - - - 2 w 8, - - 8, - - - - 8 U W EX. C&G 18 5 100' --- -- 18 1 4 7 EX. CB:G 5 100' _- - 18 4 7 12 9 Q R81((CA) t R2-1(40) 4 7 1 7 1 4 JIW5-1 40' 2 R81A(CA) 1 1 MACHADO STREETR,_, R,_, ' SR4-1(CA) 1 SCHOOL SPEED LIMIT ASSEMBLY C (CA) TILLER ULLA GOLONDRINA MARCOLESCO LANE EUREKA LANE STREET STREET STREET R1-1 Q RI-1 SR4-1(CA) R1-1 t 1 1 1 SCHOOL SPEED LIMIT R1-3P ASSEMBLY C (CA) R81(CA) 2 19 R1-1 1 19 - ' Ts 16 p QiR1-3P W3-1 W16'7 EX. C&G 4 150'1 \\d9 1 1 P t9 1 5100' 7 W16-7 18 5100' t � 5 100' 4 7 1 11 1 18 1 ---- EX. C&G IX. CdeG y — — ��8++ — — — — — — 8 — — — — 8 AW _ ii _ _ _ _ _ C _ — f'7J Q r- 12' 32' 32'12' 12' 35' 12' 35' Q O Fw - 24 -'_-ZS------ ------ ---- 26 _- - _ -- -- --- -- m> - - 12 - � - � - gg - — --�3,012_- _312 _ - -1 3 - —5 36 v� w0 -- __ -- - --- - -- -- = ---- -- ----- - 50' GAP ________________________________ _ ___ - - ---- w0 — 31 33 Z co 12' 32' ------- - 35'12' 12' 32' - - - - - 12' 32' 9100 W U.1 8 - - - - - - V\bR 1, 11' - - - - - - 11, F� EX. C&G 1 EX. C&G 11 9 4 7 100'12 100' S 9 R1-1 - ---------- 18 7 4 EX. C&G 230'8 R81(CA) 2 18 19 4 7 5 100 8 230' 4 7 9 1 W3-1 Rt-3P 1 - 1 , 2 R81(CA) MACHADO STREET ' tR1-3P LAKESIDE HIGH LILLY CONSTRUCTION NOTES: SCHOOL LANE 10 PROTECT EXISTING SIGN, MARKING, OR STRIPING IN PLACE. STADIUM WAY O2 INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA-MUTCD. ® APPLY THERMOPLASTIC 6" SOLID WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, PLAN NO. A20D, DETAIL 39. O APPLY THERMOPLASTIC 6" DASHED WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, PLAN NO. A20D, DETAIL 39A. ALVARADO APPLY PREFORMED THERMOPLASTIC WHITE "BIKE LANE" PAVEMENT LEGEND PER CALTRANS STREET © STD. PLAN A24D, WHITE BIKE LANE ARROW PER CALTRANS STD. PLAN A24A, AND GREEN BACKING PER DETAIL "A" ON SHEET 1. w CRESTVIEW O APPLY THERMOPLASTIC 4" SOLID WHITE LINE PER CALTRANS STANDARD PLANS, PLAN NO. z Y A206, DETAIL 276. DRIVE 41 � 19 R1-1 1 ; ow;S ® INSTALL RED CURB FOR NO PARKING ZONE. a 1 a T R2-1(40) ZI 5 �o,461 < \N IX. C&G 100' 9 t 1210p' 4 7 ow oZ Q9 SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS. 0 } oiF 9 APPLY THERMOPLASTIC PAVEMENT LEGEND PER CALTRANS STANDARD PLANS, PLAN NO. z �= 8 - - - - 8 �,c�W 11 145' IX. CdcG R1-1(1� 10 A24D. - - - - - - zz u o ��� 12' 35' 12' 8 9 6 11 APPLY THERMOPLASTIC 4"/4" TWO-WAY LEFT TURN LANE PER CALTRANS STANDARD PLANS, QW _-- - __ ___ ______________ _= 50' GAP PLAN NO. A208, DETAIL 32. F �w F J 12 37 38 39 40 12' 32 1 a � 0� - ----------�- - - - - ______ 12_' -- 5100' © APPLY THERMOPLASTIC 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLANS, PLAN ___ N N U WO 12' 32' - - - - - - - 12' -- = 9 7 0 1 NO. A20D, DETAIL 38. �w _ ,_-_ © APPLY THERMOPLASTIC 8" DIAGONAL WHITE HATCH AT 50' SPACING. QH� 11' 11' -3Z12� _ #-- _ - - _ _ 8' vc 0 APPLY THERMOPLASTIC 4"/4" DOUBLE SOLID YELLOW STRIPE PER CALTRANS STANDARD w = Q Ex. C&G JR1-1 4 7 1 150' 8' 32' QF PLANS, PLAN NO. A20A, DETAIL 22. z 7 4 5 100' R5-2 1 .; 7 5 100' _ -T12, u)= APPLY PREFORMED THERMOPLASTIC WHITE BIKE LANE SYMBOL WITH PERSON PAVEMENT w "Over 3 Tons ----_ - wm 16 LEGEND PER CALTRANS STD. PLAN A24C, WHITE BIKE LANE ARROW PER CALTRANS STD. wIX c&c t32'12' w PLAN A24A, AND GREEN BACKING PER DETAIL "C" ON SHEET 1. z 1 R2-1(40) 6 7 4 8' U� a 11 Q 19 SORIPIINNGTOR TO REPLACE MISSING REFLECTIVE PAVEMENT MARKERS ON ALL EXISTING U MACHADO STREET 1R,_, 5 ,pp' z QU NATALIE LE HARVE SIGN LEGEND DRIVE AVENUE oa u ® BEGIN ND D- 10 L) a_z R4-'11E R881"(CA) R81A(CA) R81B(CA) I. (30"x30") (12 x8" (12 x5 ) (8"x ") 20 0 40 80 120 UNDERGROUND SERVICE ALERT CITY OF LAKE ELSINORE APPROVAL A L B E R T A. ENGINEERING CONSULTANTS QROFESS�O,_ CITY OF LAKE ELSINORE CITY O F /h\ APPROVED: 3788 McCRAY STREET p TOLL FREE �i1 PH.RIV (951) 686 1070 y 2 R ` 1-800-227-2600 LADE 09LSINOIZE A S S 0 C I A T E S FAX (951) 788-1256 No.�7sss SIGNING AND STRIPING PLAN % 3�- PREPARED C87666 MACHADO STREET SHEEP 2 OF 5 MARK DATE INITIAL DESCRIPTION REC. DATE APPVD DREAM E)CTREME RENON HNN.RCE N0.83156 DATE R.C.E. NO.: r nvt� TWO WORKING DAYS BEFORE YOU DIG REVISIONS ACTING cm \ /�,•�� Cm Dr LAKE ElNEER DATE: 2 n crtY PRa. LARSON ROAD R1-1 1 R81 CA 2 9 ! 7 11 9 13 EX. C&G 4 7 200' TAPER 4 7 6 p 100'12 09 11 6 -_-_ 9 4 7 11 290' IX. C&G 19 0 5 100' ~ 8 ' Ex. C&G a+o F W _ 46 12' 32 80' GAP .~ - - - - - - - 32 12 Q w Z =1-= 1 g.". - -----,_.�.+.____.- —-- -- -== 0 �k =-` '-_-* - - 4- = 1'2'-'�—-----IN i- z-- -+ . �. 57 12' N O J W 12' 32' - -- --- W =W - - - - - - - - - 3212' 17' Z- HU 8 - - - - - - - 32 2m Q y 8' 8 U W 5 100' ---- 6 a 7 1 180' IX. C&G 4 7 1 6 4 7 IX. CdcG 9 1 200' S 100' ----- 6 a 7 IX. C&G 5,°°' 2R81(CA) MACHADO STREET ' 1 1 R1-1 1 R1-1 �R1-1 HIGHLANDS GRANT MARI ROAD DRIVE DRIVE CHRISTINA LINCOLN COURT STREET R1-1� 19 1 ----!---- 1 19 200'TAPER 19 TR2-1(40) W4-2 R) R81(CA 2 19 W4-2(R) 3 19 t ------ T R4-1 9 19 4 7 5 100' 4 7 IX. C&G y 6 9 1 9c 1 65 100' ! 7 Ex. C&G 0 9 +F- EXCox . C&G o u•1 L _ _ _ ;Lc ix 12' T9 6� 61 _ 3 ' _ - _ � � I � 8' 0 14' 32' 1 � --_--______ i. _ 3' q1 = ---------------- - W� I — — -- - -- — �Yl� — _ I� _ — — _ --69 -- _ — O lly in w i 17 —� co32 _ 32' 12 32' 12' F --- - --- --- ------- ---------------= Z _ _ _ _ _ _ _ _-_ _ 12' JO Uw 8 xw Q rn ------ 8 w IX. CdeG 1 6 4 7 1 IX. C&G 5 100' 1n 1 IX. C&G ! 7 s 100' 19 19 3 W4-2(R) 19 - - - 1 6 9 a 7 �i R2-1(40) W4-2(R) �1R,_, MACHADO STREET ;,- 19 ZR81(CA) LE GAYE STREET MACHADO STREET LR2 2R81(CA) 19 1 3 R26 CA 4 7 9 1 W3-3 R81 B CA 0 ( ) Ex. C&G 4 7 6 3 R26(CA) DRIVEWAY 1 40) ( ) 19 o� 3 R26(CA) 2 R81(CA) DRIVEWAY 1 R26(CA) 19 ! 7 1 0-F04 8' R81A(CA) 15 19 R4-11 15 1 19 15 c • 1 IX. C&G 1 EX. E/P 8 + FQ-W 13'32' L . _ - -- NJ _-- - "�k== ----- 1�====--- 73 7F _ _ 7I5 76 7� 76 79�- - _ ----- - T - w --13� + 32 18 H W Zo ______ 23, - - _ — _--1 m= 10' rt Qw 8 zcn 3216 ----_-----32'15T =w U 9 �R30(CA) IX. C&G 9 �R26 CA) VWR -2R 7 ! 3 R26(CA) 3 R26(CA) IX. C&G - _ - _ - ----- IX. C&G _ _ Q6 1 SR4-1 CA)) t W3-1 t 6 4 m ( 6(CA) 2O0 rqp SCHOOL SPEE MIT 5 100' n 1 S 1Do' ASSEMBLY C FCAV I I 19 LA CONSTRUCTION NOTES: 09 SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS. CLARE APPLY THERMOPLASTIC 4"/4" TWO-WAY LEFT TURN LANE PER CALTRANS STANDARD PLANS, 10 PROTECT EXISTING SIGN, MARKING, OR STRIPING IN PLACE, 11 PLAN NO. A20B, DETAIL 32. Q2 INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA-MUTCD. © APPLY THERMOPLASTIC STIC 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLANS, PLAN ETAIL 30 REMOVE AND SALVAGE EXISTING SIGN TO CITY YARD. APPLY THERMOPLASTIC WHITE TYPE IV ARROW PAVEMENT MARKING PER CALTRANS STANDARD SIGN LEGEND 38. PLAN N0. A20D, DETAIL 39. ® APPLY THERMOPLASTIC 6" SOLID WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, @ N0. A24A. O APPLY THERMOPLASTIC 6" DASHED WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, ® NOT USED. 5 PLAN NO. A20D, DETAIL 39A. APPLY PREFORMED THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE MARKING PER REVISED YAY USE APPLY PREFORMED THERMOPLASTIC WHITE "BIKE LANE" PAVEMENT LEGEND PER CALTRANS 15 Nll LANE 9KE BEGIN ND _ O CALTRANS STANDARD PLAN A24C, AND GREEN BACKING PER DETAIL "B" ON SHEET 1. R4-11 R81(CA R81A(CA) R816((CA) wFeB © STD. PLAN R DE WHITE BIKE LANE ARROW PER CALTRANS STD. PLAN A24A, AND GREEN © APPLY THERMOPLASTIC 4"/4" DOUBLE SOLID YELLOW STRIPE PER CALTRANS STANDARD (30%30") (12 x8"3 (12 x5") (8 x5 ) BACKING PER DETAIL "A" ON SHEET 1. 1 PLANS, PLAN NO. A20A, DETAIL 22. O APPLY THERMOPLASTIC 4" SOLID WHITE LINE PER CALTRANS STANDARD PLANS, PLAN NO. CONTRACTOR TO REPLACE MISSING REFLECTIVE PAVEMENT MARKERS ON ALL EXISTING 1" - A208, DETAIL 27B. 19 STRIPING. 20 0 40 80 120 UNDERGROUND SERVICE ALERT CITY OF LAKE ELSINORE APPROVAL A L B E R T A. ENGINEERING CONSULTANTS o�pFE RI Y CITY OF LAKE ELSINORE CITY OF ,»G,N saPRovEm 3788 McCRAY STREET TOLL FREE RIVERSIDE CA. 92506 �� < 1-800-227-2600 LADE LSII`IORT , PH. (951) 788-1256 y= - A s s o c I A r E s FAX (s51 No.C87666 SIGNING AND STRIPING PLAN — % 3 -! PREPARED a C87666 MACHADO STREET SHEET 3 OF 5 WTRK DATE INffK DESCRIPTION REC. DATE sawn DREAM E1(TREME wee.RCE N0.aziss DATE - R.C.E. NO.: C1Vil TWO WORKING GAYS BEFORE YOU DIG REVISIONS Crry OF WE ESE DATE: Z/I + 1 CITY PRQI. 4 ZIEGLINDE M A C H A D O STREET DRIVE AUDREY R1-1 t DRIVEWAY DRIVEWAY )) DRIVE tg T R1-1 1981(CA 2 1 t9 1 W3-1 1 SCHOOL S6 IMIT IX. C&G IX, C&G SR4-1(CA R1-3P O 4 9 1 4 9 t 6 5 100' 4 IX. C&G t 6 5 50' 7 4 6 5 100' ASSEMBLY C �CA� 7 4 6 5 50' 7 4 6 O w _ _ _ _ 8 ILL F 32 W W 8 1 44f 19' 84 _ - 85 _ - _ _ 86 87 32 19' 88- - - 89 - - 90 _ - - - 91 92 93 20, O Z -_--- - - ------------------- - ___ - --_== - -- --- 10' _ 90 M W 3216� 32'16 2�5,-- =m U� - - - - - - - - - - - - - UW W N 1-1 ---- -- 6 4 1 IX. C&G 5 100' 1 6 4 1 IX. C&G 5 100' 1 6 1 EX C&G Q1-3P _ 1�R81(CA) 19 1 R2-1(40) 19 �O1 R1-1 f9 19 t9 Q 1 R1-3P JOY PARKVIEW WOODCREST STREET DRIVE DRIVE BROADWAY STREET SEE SHEET 5 Rt-1Q1 1 t 51-1 7 6 2 R81 CA \ W16-7P 1 t9 t t 19 (( )) , } _ NiACHAD® STREET O F 4 1 t981 A(CA) EX. E/P --- 1 W16�9 t 1 R2-1(40) _ 18 P IX. C&G IX. C&G EX. C&G -- -- �� 9516 16' 96 97 98� _------753-! 99 10 _ 1 1 �3 104 1� 05 1�1 � �_y 3 -- - _—- - - -- -- --inS---------�! ---------#------ -- - - - - - - - -- ------ - - - '�"� '-- � � T = —-- - - --- --------- ----- --- - - -------------------------------- ------�'—ice - - 16 - - - Z F _- ____ __  _ - - - - - - - - - -- 20' 21 JD�O 32' 15' -- --- ____-_==______ —_----- 2a 32 U W r W IX. C&G 4 1 2 IX. C&G 4 1 5 100' - y 6 4 19 L3-3 19 IX. C&G R61(MOD) 1 R81(CA) T 3-7R IX. C&G1 S1-1R818(CA) W16-9p 19 W16�7P 1 �R1 R81(CA) R26(CA) R7-1 t9 1e t DRIVEWAY 1 t MONTEREY LAKESHORE STREET DRIVE CONSTRUCTION NOTES: O PROTECT EXISTING SIGN, MARKING, OR STRIPING IN PLACE. Q INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA-MUTCD. O REMOVE AND SALVAGE EXISTING SIGN TO CITY YARD. APPLY THERMOPLASTIC 6" SOLID WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, ® PLAN NO. A20D, DETAIL 39. APPLY THERMOPLASTIC 6" DASHED WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, O PLAN NO. A20D, DETAIL 39A. APPLY PREFORMED THERMOPLASTIC WHITE "BIKE LANE" PAVEMENT LEGEND PER CALTRANS SIGN LEGEND © STD. PLAN A24D, WHITE BIKE LANE ARROW PER CALTRANS STD. PLAN A24A, AND GREEN BACKING PER DETAIL "A" ON SHEET t. O APPLY DTHH�E�RMOP 6 TIC 4" SOLID WHITE LINE PER CALTRANS STANDARD PLANS, PLAN NO. �• BNB LANE BEGIN END O9 SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS. z R81(CA R81A(CA) R816(CA) (12"x8" (12"x5") (8"x5") 19 CONTRACTOR TO REPLACE MISSING REFLECTIVE PAVEMENT MARKERS ON ALL EXISTING _ STRIPING. wEaa C� 1" = 40' 20 0 40 80 120 UNDERGROUND SERVICE ALERT CITY OF LAKE ELSINORE APPROVAL A L B E R T A. ENGINEERING CONSULTANTS p1tpFESS CITY OF LAKE ELSINORE CITY OF rsL�l� APPROVED: ' 3788 McCRAY STREET p TOLL FREE PH.RIVE(951) 686 1070 y 2 R 1-800-227-2600 LAKE ULSIHOKE �F No.C87666 ' SIGNING AND STRIPING PLAN ` �I ASSOCIATES FAX (951) 788-1256 ^+ C87666 MACHADO STREET SHEET 4 OF 5 DREAM EXTREME ROM wae.RCE NO.83156 DATE PREPARED B R.C.E. NO.: crvt� MARK DATE INITIAL DESCRIPTION REC. DATE PPP'VD � /` ACRNG MY ENMEER TWO WORKING DAYS BEFORE YOU DIG REVISIONS Cm'OF LAKE R-gNORE DATE: 1 CITY PROJ. N isi. JERNIGAN HURSH CLEMENT WILSON MACHADO STREET STREET STREET STREET STREET r„ R1-1(1� 81 R1-1 1 R81AA(CA) 2 1 1 R1-1(� 119 ----- 1 19 5 100' 9 IX. E/P 4 6 1 19 g 100' 9 IX. E/P 4 6 IX. E/P —� IX. E/P 1 1 --- ---- ------ 16' 12- - - --- --- 12_ - - - - -- --- - -- - - - --------- --- --- _— _______________________________ __________ ------ ----------- --- -- - - - -- - --- -  10' a T -----_==---2�---=__- ---_==---23---==-----------=----22--==_-------`__-----21--===----------- ----20`---------___----- -�------------_--------� FF------- -----=-1Yr-------___--------==-1s- 14 12 -13---- - ---- T2 24' 24' 27' 12' -�-� - -------------- - - - - - ------- "4- 19 IX. CkG 4 5 100' � 42T TAPER - 6 L A K E S H ® R E DRIVE IX GdcG , , R,-, 6 , W3-3 9 IX CkG 4 2 R81 CA) 5 100' 7 100' 19 , 19 R81�(CA) SEE SHEET 4 CONSTRUCTION NOTES: 1Q PROTECT EXISTING SIGN, MARKING, OR STRIPING IN PLACE. O INSTALL SIGN (STANDARD SIZE OR AS INDICATED) PER CA—MUTCD. ® APPLY THERMOPLASTIC DETAIL WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, SIGN LEGEND AN NO. APPLY THERMOPLASTIC 6" DASHED WHITE BIKE LANELINE PER CALTRANS STANDARD PLANS, PLAN NO. A20D, DETAIL 39A. E IANE BEGIN END APPLY PREFORMED THERMOPLASTIC WHITE "BIKE LANE" PAVEMENT LEGEND PER CALTRANS R81(CA) R81A(CA) R81B(�CA) © STD. PLAN A24D, WHITE BIKE LANE ARROW PER CALTRANS STD. PLAN A24A, AND GREEN (12"x8" (12"x5") (8"x ") BACKING PER DETAIL "A" ON SHEET 1. O APPLY THERMOPLASTIC 4" SOLID WHITE LINE PER CALTRANS STANDARD PLANS, PLAN No. A208, DETAIL 27B. Q9 SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS. 19 CONTRACTOR TO REPLACE MISSING REFLECTIVE PAVEMENT MARKERS ON ALL EXISTING STRIPING. l WEBB S 1' = 40' 20 0 40 80 120 UNDERGROUND SERVICE ALERT CITY OF LAKE ELSINORE APPROVAL A L 8 E R T A. ENGINEERING CONSULTANTS QROFESS CITY OF LAKE ELSINORE CITY OFF 3788 McCRAY STREET a e TOLL FREE APPROVED: ; RIVERSIDE CA. 92506 4� < PH. (951) 686-1070 G 2 Na C87666 SIGNING AND STRIPING PLAN 1-800-227-2600 LAKE L LS I lYOIZE A s s o C 1 A T E s FAX (951) 788-1256 3-5-1 PREPARED B R.C.E. NO.: C87666 LAKESHORE DRIVE SHEET 5 OF IMRK DATE INRUL DESCRIPTION REC. DATE APPYD DREAM EXTREME AcnNG MENCRDINEER.8115e DATE 2 ,f CIV\�\f TWO WORKING DAYS BEFORE YOU DIG REVISIONS __ CITY OF LAKE ELSINORE DATE: [L— �' CITY PROJ. {II •