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HomeMy WebLinkAboutALBERHILL RANCH VTTM 28214 TRAFFIC PLANS w_updated Sheet 7_ 10-20-21 (BB Approved) SIGNING AND STRIPING PLAN CONSTRUCTION NOTES NEW SIGNS ON THIS SHEET EJ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 15 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. R3-7 W9-1(L� W4-2(L) R26(S)(CA) RI-11W73A(CA W74(CA1 REFRESH EXISTING STRIPING IN KIND AS NOTED ON PLAN. 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10 FOOT) PER CALTRANS STD PLAN A24F. (36-X36-) (36-X36) (36-X36-) (12"X18") (36-X36-) (36-X36-) (36-X36) 1❑ REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. � NO i--. INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. RIGHT LANE IV HROUG REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. LEET c RIGHT LANE 22 REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. TURN RIGHT I STOPPING SHOP TURN$RIGHT TRAFFIC M���� ��yu LANE MERGE INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. q INSTALL THERMOPLASTIC TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. ENDS ANY AHEAD LEFT TIME nINSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. F21 INSTALL 12" SOLID WHITE STRIPE AT 45'AND 25' SPACING AS SHOWN. i-. INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. F5a INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A ®200' O.C. 81 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. F21 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A @ 100' Q.G. S TREE T(50 MPH) 11 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. - R/w 12 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. - - _ - / I"SIGNAL" 3 W4-2(L) � 3 R26(S)(CA) - - _ CONST. C/L EFIll11 (105') 11 (720') 6 (2,035') OO 8 (155') EX. EOP 1n 12(1,550') "AHEAD" E W3-3 / PUT. MEDIAN EX. EOP .�. - - - - - - - - - -- -- ---- -_ --- __ _______` ------- - -- --------i------____---4 4 '(�E N 90' OPENING _ - ------- ------- ------------- -- =__ _ ____- i _ _ _ -- -- - - ----- ---- ------ ------ ----- - --- _ _ - - -- --- -- -- _ _ - - ---- - ----- _ - - - _ ... .. _ - - - - - - - - - - - - - - - - - - i �1=17 -- - - - �- 6QII'TAPER _ _ RJR -_tea- .. - - _ ... _ :- - _ .. _ _ EX. C/L 600' TAPER600' TAPER - - w 34_ > _ _ _ N�1 / EX. EOP �RRCURB�GITTER� - - - - 3 Rz6(s)(GA) 1 3 R26(S)(CA) 3 R26(S)(CA)(1760") 3 R26(S)(CA) PR. CURB & GUTTER 1 5 19 2° EX. EOP (130') 6 / PR. CURB & GUTTER 1 \ R� PR. MEDIAN \ \ NC I RxILL R� AJ,BE LAKE STREET(50 MPH) 3 3 R26(S)(CA) R26(S)(CA) o R/W - - - -� 15(150') 1 2 E R3-7 FUT. MEDIAN EX. CURB EX. BERM 11 (1,145) 12(765') - - - - -rar15 w9-1(L) 11 2 15 (1oo') - - - 1 O MEDIAN 11 (720') ry.71R26(S)(CA) 12(1,550') 1 6 (2,035') f 3�R26(S)(CA) EX. EOP /- _ rl - - - - - - - - o CONST. C/L - ------- 0' OPEN711 _�I- C, 473 TAPER ko N N N O N N _ - - - - - T r __ ---------�'i-------=------ - - - - -- -------- --�__- ______ -- ------ ------- - ------ --------- - - - ---- ----_-- - --------__--------- - --- --------------------- ------------ ---------_-_---- ---- --- ----- --- --- -_----- -------- ------ --------_---- - -- - --_- �' - ---- ---------------------------------- -------- - ------- - ------------------ +_-- _-- M - - - - - -� -��- _ - - 559�0 - - -T- - _ a - --- ------- --- --- -- -------_ ------ -- -APER---------------------------------------------- ---------- _ N ----- -=L--- ---- y2 T DO 5 5 PENING N w� N rY -860 600'TTAPER_ _-___- _- - -__`� _ _ _-`rz_--___--- .200' TAPER 'S T 9�TAP€ 860' TAPER EX. C/L `��I N 50' 390' TAPER N N _ 860' TAPER 90' OPENING N C/1 El CIO co PR. CURB & GUTTER o W74(CA)' (1,785')11 R/W R3-7, _ R 26(S)(CA) R26(S)(CA) 3 (190') 8 2 2 1 R3-7 3 15 15 2 R3-2 5 8 (1 Do') 6 (200') R26(S)(CA) - (1,760) 6 R26(S)(CA) 3 R26(5)(CA) 3 (100')15 3 R1-1 11 (1,040) SIGNING AND STRIPING GENERAL NOTES 1 1 2 R26(S)(CA) 3 W73A((cA), R26(S)(CA) 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION 84, "TRAFFIC STRIPES AND PAVEMENT 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS 5 (25) 8 EX. DWY 21 MARKINGS"AND SECTION 85"PAVEMENT MARKERS" OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD THOROUGHLY SET. ANY NEWLY APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING WHEEL MARKINGS BY E SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, SHALL BE REAPPLIED BY THE CONTRACTOR. 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON APPROVED PLANS. 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT. ASPHALTIC LEGEND _ 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS APPROVED STENCILING STANDARDS. CONCRETE, AND CHIP-SEALED ROAD SURFACES. 5. THE CONTRACTOR SHALL LAY OUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15 FOOT INTERVALS AND "SPOT' THE 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. - - EXISTING STRIPING & MARKINGS TO REMAIN - PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM ----------- EXISTING STRIPING & MARKINGS TO BE REMOVED THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER --- --- WORK RELATED TO THE TRAFFIC STRIPING. _ -►_ PROPOSED STRIPING & MARKINGS -_ 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR STRIPING UNTIL THE CAT-TRACKING 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY STANDARDS 422A, 4228, AND 422C. AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS INSPECTOR. p EXISTING SIGN TO REMAIN - 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN THE TWO YELLOW STRIPES OF A DOUBLE 1& ALL SIGNS SHALL USE 3M DIAMOND GRADE ILL REFLECTIVE SHEETING(ASTM TYPE XI). YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. I'll EXISTING SIGN TO BE REMOVED 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. M PROPOSED SIGN 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. O SIGNALIZED INTERSECTION 40 20 0 40 80 THEIR DIAMETERS. 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY BY THE CITY ENGINEER OR DESIGNEE, STANDARDS 402, 406A, 4068, AND 409. r' BEGIN/END TAPER/TRANSITIONS SCALE IN FEET SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. 1 inch = 40 ft. 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. MARK REVISIONS APPR. DATE THESE PLANS H*F BEEN RENEWED FOR COMPLANCE W/7H?HE PREPARED BY, SEA[ ofESS10 ® LINSCOTT, LAW& GREENSPAN, ENGINEERS CITY OF LAKE ELSWORE SHEET APPROPRLA7E COND17701VS OF DEVELOPMENT AND/OR C/7Y AND STA7E OEUN TRANSPORTA110N PLANNING - TRAFFIC ENGINEERING - PARKING LAWS AND A PERM?MAY BE ISSUED. 0 A,p`` , 060o-th ­P ­ 5W.Peseee"e.Ce 91106 (626)796-2322 69)825-6i15 ALBERHILL RANCH VTTM 28214 7 W 7 m op562 Rullnec'9l ee ll9l 211 Illil,Ce-1A 92111 (9 0.)%01- 00 No.2833 SCALE., SIGNING AND STRIPING PLAN of 10/6/21 0 o BENCH MARK, SHEETS KI�- P Ezp.3/31/22 P AS SHOWN LAKE STREET BETWEEN REMON H4&9 DATE Z A7E 9r TRAFFIC FILE No. CI7YENCINEER R.T.E. No. 2833 a aF �raF°� ALBERHILL RANCH ROAD CI7YOFLAKEELSINORE DATE' 101612' AND NICHOLS ROAD Approved BB 10/20/2021 SIGNING AND STRIPING GENERAL NOTES SIGNING AND STRIPING PLAN CONSTRUCTION NOTES LEGEND 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY E❑ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS'AND SECTION 85 "PAVEMENT PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY EXISTING STRIPING & MARKINGS TO REMAIN MARKERS" OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE EnREFRESH EXISTING STRIPING IN KIND AS NOTED ON PLAN. STANDARD SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, EXISTING STRIPING & MARKINGS TO BE REMOVED OR CITY STANDARDS. SHALL BE REAPPLIED BY THE CONTRACTOR. ri Y REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. --- --- I� REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. _ �►_ 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. PROPOSED STRIPING & MARKINGS�y NOTED ON APPROVED PLANS. PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. p EXISTING SIGN TO REMAIN STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR 1-. INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. 'r: EXISTING SIGN TO BE REMOVED BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD � AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF 1-. INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. F PROPOSED SIGN BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS $ 6 DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TO PORTLAND CEMENT. ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. INSTALL THERMOPLASTIC 6'❑ / APPROVED STENCILING STANDARDS. O SIGNALIZED INTERSECTION 13, PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE 11 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 276. 5. THE CONTRACTOR SHALL LAY OUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. 12 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. / BEGIN/END TAPER/TRANSITIONS AT 15 FOOT INTERVALS AND "SPOT' THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE 14 INSTALL 8" WHITE LANE DROP PER CALTRANS STD PLAN A20C, DETAIL 37B. ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE FIELD. TRAFFIC STRIPING. 15 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10 FOOT) PER CALTRANS STD PLAN A24F. AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE CITY STANDARDS 422A, 4228, AND 422C. 20 INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. PUBLIC WORKS INSPECTOR. 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE ILL REFLECTIVE SHEETING (ASTM TYPE XI). 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN 22 INSTALL THERMOPLASTIC TYPE IV (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. 12(405') BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 23 INSTALL THERMOPLASTIC TYPE I ARROW MARKING PER CALTRANS STD PLAN A24A. 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. 6 (95') EX. CURB 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED INSTALL 12" SOLID WHITE STRIPE AT 45' AND 25' SPACING AS SHOWN. CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER F5a INSTALL THERMOPLASTIC TYPE A ARROW MARKING PER CALTRANS STD PLAN A24A ® 200' O.C. pNl i 'y EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, DIAMETERS. 4068, AND 409. <y0 M E _R26(S)(C cs' Lhn 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE RL TgEE NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR YARD. *TrruOLS 1° �� FUT. R/W s E R26(S)(CA) TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. l�IC14 \\ FUT. CURB & GUTTER 15 / N. EX. BERM E R3-1 1 / O FUT. R/W FUT. CURB & GUTTER \\ \ / / °'- Lr. -N� PR. EOP (630')11 Op 3 R26(S)(CA) / EX. CURB FUT. MEDIAN (150')$ 1 5 \ _-' o. FUT. CURB & GUTTER N LAKE 1 O % PR. EOP R26(S)(CA) 3 R26(S)(CA) 3 R2-1(50) E _ - V / / _ c 65 0 i (765')12 (2,035) 6 1 R26 S CA 3 (1,145)11 _ ( )( ) FUT. MEDIAN � O - - - - _ _ EX. BERM EX. CURB R/— - _ n'-__==T _ - - i� $ (160') / Fy - - 5' L=431' N 0�?w 1J __._-Et�2Q75-.L=435 G r? ---L.7 -2&0R= ----- - - -- -- --- __'." — - 5 N1N - -�_ _ � o � � PR. CURB & GUTTER o _CONST_CA L 43 E - _ - ro a; r', - - - - - - - - _- - - - - - /L N R= 1J — _ w — 43 PEIY—- 58 - - _R=2112 =4356>- L � \ C -�� -—I_— L_44� o N N G EX. /L 390' TAPER �- L TTINE— — — —N — 1 D 1 h W 1 R1-2 2 R3-7 3 R26(S)(CA) 2 SNS 2 \ \ - 6 (210') W3-3 2 W3-3, 3 R/W R26(S)(CA, 2 R3-7 2 15 1 21 R26(S)(CA)21 (600')14 R26(R3-7 3 D PR. CURB & GUTTERCAJ (1,040)11 R26(S)(CA)2 R26(S)(CA) 3 \ L1IC14 1, OF 7 LAK C sE E SHE E Z ; a 0 12(405') E R26(S)(CA) + STREET( N _ 1 "AHEAD" "SIGNAL" z+ 50 MPH) _ _ W3-3, w n _ R W_ R26(S)(CA) E o-� EX. CURB c NEW SIGNS ON THIS SHEET — - - � ---- __ R3 7 R26�5)(CA) W3 3 - - a - - (36-X36") (12 X18") (30-X30-) =1504 O __ `2-- _-__ _ _ -132 TAPER ^lo f' RIGHT LANE IV PR. EOP — �`' —•— - MUST STOPPING ®ry - C/L _ _ — 771 - EX. EOP TURN RIGHT ANY O 3 R26(S)(CA) —- — — — — — — — - TIME FUT. MEDIAN _ - — 40 20 0 40 80 - - R/yy _ 'o SCALE IN FEET FUT. CURB & GUTTER 1 inch = 40 ft. MARK REVISIONS APPR. DATE 7NESE PLANS HAVE BEEN REWEWED FOR C0MPLL4NCE W7H 7HE PREPARED BY.' pFESSIo LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRIATE COND/TLONS OF BEVEL OPMENT AND/OR 0/7Y AND STATE pR Aq7 TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING CITY OF LAKE ELS/MORE SHEET 2 LAWS AND A PERMIT MAY BE ISSUED. �P,rOEUN A� 600 Sou1F Lake Avenue.Suite 5 .Pos d—Ca 91106 (626)796-2322 w_ 626-6"6 ALBERHILL RANCH VTTM 28214 7 .2 E.e �,to 250,LA. 92614 o afia2 Rmme,meet.smte mo.sa"o�e9o.CA 9zm (6se)Soo-aeon w Y �p 10/6/21 No.2833 * SCALE• B�YCHi1�,pK. SIGNING AND STRIPING PLAN °FSHEETS Ezp.3/31/22LAKE CITY N R.T.E.H,4EER DA7F � P D47E 9 TRAFFICS��` AS SHOWN ALBERHI LE RAN CHWROAD FILE No. No. 2833 F aF CnU o CI7Y OF LAKE ELSINORE' DATE.• 1016121 AND NICHOLS ROAD Approved BB 10/20/2021 SEE SHEET 2 OF 7 LAKE ST NEW SIGNS ON THIS SHEET III R5-2 R20D-1 CA) R822qq((CA)(MOD) R3-7 R26((S)(CA) R1-1 R3-5(R W1-4(R� 51' I (24"X24") (30"X9� (VA) OD) (36"X36' (12-X18'7 (36"X36") (30"X36 (36"X36 12' 12' 12' 12 I 7A1A-9AA1 AND 130PM-SPM 3 I O OVLI\ OIV`1 MONDAv thru "DAY RIGHT LANE i EX. CURB NICHOLS SUNDAYS and HOLIDAYS MUST I < > FUT. MEDIAN 11 (95') PR. CURB & GUTTER PUT. CURB & GUTTER ! PR. EDP EX. EDP PUT. R/W A 4 29 15(100') 3 R3-7, R26(S)(CA) 1 3 R26(S)(CA) EX. BERM � - 1 3 R3-18 W1-7 R3-18 R6-1(R R2-1(50 I R6-1(R)• (48"X24'7 (36"X36") (54"X18� (30"X36-) W73A(CA W (3CA� W3-3 TYPE N(CA) Y" N(CA) 3 21 -- N N (36"X36 6"X36 1 21 3 R26(S)(CA) ONE WAY SPEED THROUGH w �❑ ^ -- - -- - _,� —\ RIGHT LANE MERGE • _ - _ 42 R26 S)(CA) 1 TURNS RIGHT � TRAFFIC t L�2 — — — — - - - ) — — — — - _ _ 14(600' - �� — 453`C 272' — — _ __ ____ - FULL. & GUTTER _ 7 _ R FUT SIDEWALK w 26 — _ _ J - �� CURB E Oe ,n _ — Sp• AHEAD LEFT ,^ 90' OPENING -o� -�- 7 \�� 1 3 W73A CA), EX. EDP 1 _ (125') 1 FUT. MEDIAN TI N(CA) 3 ­110 R5_2 11 (270') 12(750') - ° N\ \/ 1 4' PR. BERM 3 R20D 1(CA), - (Sp MP �I R82A(CA)(MOD) 6 (245') -_ H) EX. CURB 2 1 _ - 9p•- �•-- 4'Z a 15 (130') FUT. R/W 6 12 R5-2, R3-7, 3 2 3 R - -__ OPEIVIIVG -_ A A O:, / \ 3 R26(S)(CA) FUT. CURB & GUTTER 12 i$' 42' 2 R20D-1(CA), R26(S)(CA) (100')15 (20') $ R3-5 R R82A(CA)(MOD) R3-7 3 ( ) LAKE ST 5 pR' DjyY''.,' 11 (270') Riw o. ,v��� \; - 21 SEE SHEET 2 OF 7 PR. CURB & GUTTER 2 R �~ i \ R3-7, R2s( 3 S)(cA) PR. CURB & GUTTER (100')15 E W1-7 2 N A, 2 R1-1 R3-7 3 1 0, �'- A \ Op \ FUTURE ROAD AIV Ir(ok4c Q 3 R26(s)(cA) NICHOLS ROAD(50 MPH) FUT. CUR 1 (20') 6 FUT. SIDEWALK 6 (s1s') 5 1 5 2 2 R2-1(50) d 2 R1-1 FUT. CURB & GUTTER 1 2 W3-1 3 R26(S)(CA) EX. EOP 3 W74 CA 1 ^ ^ 15(130' 6 (265') 3 R1-1 3 R26(S)(CA) ( ) I- - — ) - p 2 5 Zv 21 \ KJ 335')11 A ,,ryi nX r N 0 Y _90' OPENING' C}' - O - ---- --- --- R,6- --Nsi� - --_ l 2s — — � �- 120 TRA h PR. CURB & GUTTER (725') 6 \ + -—� - _ _______ ____ '-1 — — _ w R26(S)(CA) 3 — D _ A Y 0. — IWe______ __r__;, o qz N N S0' Is 50' 42 0 0 _ _ — — _ 50'— — LIMIT LINE _ _1O — — — N 1:. N DO — — — — — — — R/w — — — — 5 FUT. MEDIAN SIGNING AND STRIPING GENERAL NOTES CONT. 7 760' 12 FUT. MEDIAN 5 R1-1 2 25'W3-3 6 ( ) - ( )21 _ I� 3 _SNS 9 ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN BUT DEEMED NECESSARY R26(S)(CA) R2 1 50 21 R26(S)(CA) 3 PR. CURB & GUTTER R26(S)(CA) 3 2 �13 z s,l 2 R1-1 ( ) BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL N krD Di PR. CURB 12 (480') ACCEPTANCE OF THE IMPROVEMENTS. & GUTTER 6 (1295') 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY APPLIED o, ( �2' 12' STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING SIGNING AND STRIPING GENERAL NOTES WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, SHALL BE REAPPLIED BY THE SIGNING AND STRIPING PLAN CONSTRUCTION NOTES ` CONTRACTOR. L ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN EA EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 26 INSTALL THERMOPLASTIC TYPE VIII ARROW ALBERHILL RANCH RD SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS"AND SECTION 85"PAVEMENT 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN _ REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. MARKING PER CALTRANS STD PLAN A24A. MARKERS" OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR - REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. 2�7 INSTALL 12" SOLID YELLOW STRIPE AT 30' SEE SHEET 5 OF 7 STANDARDOR CITY SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS PAVEMENT MARKINGS WILL NOT BE ALLOWED. ���2--�yyy REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. AND 25' SPACING AS SHOWN. 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. 1,3' INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. INSTALL 12" SOLID WHITE CHEVRON AT 45' 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE AND 25' SPACING AS SHOWN. NOTED ON APPROVED PLANS. HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT. H ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. i � 29 INSTALL THERMOPLASTIC TYPE VII(L) ARROW 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR s 1-. INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. MARKING PER CALTRANS STD PLAN A24A. BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS � AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. 1-. INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY E 11 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A206, DETAIL 27B. APPROVED STENCILING STANDARDS. THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE TRAFFIC STRIPING. 12 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A206, DETAIL 29. LEGEND 5. THE CONTRACTOR SHALL LAY OUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY AT 15 FOOT INTERVALS AND "SPOT' THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STANDARDS 422A, 4228, AND 422C. -_ 14 INSTALL 8" WHITE LANE DROP PER CALTRANS STD PLAN A20C, DETAIL 376. _ �_ EXISTING STRIPING & MARKINGS TO REMAIN STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED 15 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE ILL REFLECTIVE SHEETING(ASTM TYPE XI). EXISTING STRIPING & MARKINGS TO BE REMOVED FIELD. 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10 FOOT) PER CALTRANS STD PLAN A24F. 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. - — ->►— PROPOSED STRIPING & MARKINGS 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS pq INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. P 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. EXISTING SIGN TO REMAIN PUBLIC WORKS INSPECTOR. 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION FA INSTALL THERMOPLASTIC TYPE IV (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. I-' EXISTING SIGN TO BE REMOVED 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN ON APPROVED PLANS. SICNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, 4068, AND 409. THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO _ INSTALL THERMOPLASTIC TYPE I ARROW MARKING PER CALTRANS STD PLAN A24A. BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS.PROPOSED SIGN 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. F INSTALL 12" SOLID WHITE STRIPE AT 45' AND 25' SPACING AS SHOWN. 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED O SIGNALIZED INTERSECTION CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE 40 20 0 40 80 1 EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR BEGIN/END TAPER/TRANSITIONS DIAMETERS. SCALE IN FEET 1 inch - 40 ft. MARK REVISIONS APRR. DATE 7NESE PLANS HAVE BEEN REWEWED FOR C0MPLL4NCE WITH 7HE PREPARED BY.• SEU pFaS/o LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRIATE CONDITIONS OF BEVEL OPMENT AND/OR 0/7Y AND STATE pR Mq7 TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKINGCITY OF LAKE ELS/MORE SHEET 3 LAWS AND A PERMIT MAY BE ISSUED. �P,rOEUN 140 600 South Lake Avenue.Suite 500.Pas d—Ca 91106 (626)796-2322 w_ 625-6"5 ALBERHILL RANCH VTTM 28214 7 .2 E.e1ai- kite 250,LA. 92614 � �Z o asa2 Rmme,sneer.seize mo.sa"oie90.CA 9zm (6se)Soo-aeon w Y p 047E 10/6/21 * No.2833 * SCALE• BEWHM4W: SIGNING AND STRIPING PLAN °FSHEE75 REMON HAS/8 DA7E �M�H�P Ezp.3/FFIII P AS SHOWN NICHOLS ROAD BETWEEN 9T TRAFFIC � FILE No. CI7Y ENGINEER R.T.E. No. 2833 f aF �UFOQ' LAKE STREET AND CI7YOF LAKE ELSINORE DATE.• 1016121 ALBERHILL RANCH ROAD Approved BB 10/20/2021 3 R26(S)(CA) NICHOLS ROAD (50 MPH) PUT. SIDEWALK FUT. SIDEWALK FUT. CURB & GUTTER R/W - - R/W - - FUT. CURB & GUTTER - _ _ _ _ -- - - EX. EOP T 3 R26(W3-3 S),(CA) 3 R26(S)(CA) fO W Cl) 2 W1-4(R) 3 FUT. MEDIAN 3 R26(S)(CA) PR. EC C/L h N 21 2T T1 1835' 3 R26 S CA Rw 4(R), Do [� __________�_ - - - - - - - - - - - - - - - - y - - -�-- - - - - - PR EOP /L FUT. MEDIAN R26(S)(CA) 3T 3 0 3 3 3 6 3 8 4 41 r� I O 2T�fzj > - - - - - - - - - - ----------------- - ----------- ----- - L/ - - ----- ----------- ----- ------- ----- ----- --------------------- x - 1 � _ _ --_FFtwkF E 50' ----rv-�________________--"`---"-_`----'---------'-'---____ ______"-""--- ------------"-- -`--_____`---'<s'=L'3=====_____"--` - -- - N N o N: ---_- to w - - - - - - - _ - - �21) R/W 2 (480')12 R26(S)(CA) 3 PR. CURB & GUTTER W (L), 3 (950') R26(S)(CA) 3CA) 3 R26(S)(CA)) 3 PR. CURB & GUTTER R26(S)(CA) 3 R26(S)(CA) (6� (1295) 6 N FUT. SIDEWALK PUT. CURB & GUTTER NEW SIGNS ON THIS SHEET G w ,z'�v�a\ \ \\ R26�5)(CA) W3-3 W9-1(L W4-2(L W2-2(L� W2-2(R W2-2(MOD) TYPE N(CA) W1-4(R) y 3 R26(S)(CA) \ \ (12 X187 (30"X30") (36"X36; (36"X36� (30"X30) (30"X30� (30"X30' (36"X36� (36X36) FUT. MEDIAN F 5 \ \ \\ LEFT I\ 3 w1-7, \\ �w $TOPPING LANE TYPE N(CA) \ \ -'YI�'T TANY IME O ENDS PR. EDP \ \ OL CY C L SS1 W1-7 R1-1 R2-1(50 5 \\\ / 3 R26(S)(CA) \\ (30"X9") (48"X24") (36"X36") (30"X36"; (950') 8 PR. CURB & GUTTER (1835') 2p. 3 R1-1 5\ \ W2-2((L), _- - - FUT. SIDEWALK ]� 50 MPH o A 21 -- _, ���� v 3 R26(S)(CA) - - FUT. CURB & GUTTER ROAD 0AD ( ) - .j�p„_ 8 (so') 3 w4-2 L w ` � _ _ - - R - - - - - - ( ) / \\�\ FUT. MEDIAN /W R26(S)(CA) 3 - - _ E R2-1(50) $ ��� E W1-7' FUT. MEDIAN J _ 4�q _ EOP \ _ L_7O5 --_ --i-_ _ TY NXCA) a _ _�Ir PR PE 59 L -+ E EOP (755') 8 _ W2-2(MOD) _ - O SS 1 ---- - N � -- - W2-2(MOD) SIGNING AND STRIPING GENERAL NOTES ssi❑ R w C Rzs(s)( A) 3 2 R2-1(50) EX. EOP R2-1 50 ( ), PR. CURB & GUTTER EX. EOP � FUT. CURB & GUTTER 3 R26(S)(CA) � 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY E SNS, SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS"AND SECTION 85"PAVEMENT PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY FUT. CURB & GUTTER R1-1 - MARKERS' OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE STANDARD SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT,OR CITY STANDARDS. SHALL BE REAPPLIED BY THE CONTRACTOR. TERRA COTTA RD 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED NOTED ON APPROVED PLANS. PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. SIGNING AND STRIPING PLAN CONSTRUCTION NOTES LEGEND - 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR i BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD It' EXISTING TO REMAIN UNLESS NOTED OTHERWISE. ; AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF EXISTING STRIPING & MARKINGS TO REMAIN BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TO PORTLAND CEMENT. ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. 13 REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. ----------- ry APPROVED STENCILING STANDARDS. 2a REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. EXISTING STRIPING & MARKINGS TO BE REMOVED £ 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE 5. THE CONTRACTOR SHALL LAY OUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. a INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. PROPOSED STRIPING & MARKINGS AT 15 FOOT INTERVALS AND "SPOT' THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE a INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. p EXISTING SIGN TO REMAIN STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE - ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. FIELD. TRAFFIC STRIPING 'r: EXISTING SIGN TO BE REMOVED a mINSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER f PROPOSED SIGN - AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE CITY STANDARDS 422A, 4228, AND 422C. T1 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 278. PUBLIC WORKS INSPECTOR. 12 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A206, DETAIL 29. O SIGNALIZED INTERSECTION - 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE ILL REFLECTIVE SHEETING(ASTM TYPE XI). 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN 1 rJ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN ABIDE, DETAIL 38. / BEGIN/END TAPER/TRANSITIONS THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10 FOOT) PER CALTRANS STD PLAN A24F. 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008.8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER INSTALL THERMOPLASTIC TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, DIAMETERS. 4068, AND 409. 40 20 0 40 80 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A @ 200' O.C. 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE INSTALL 12" SOLID YELLOW STRIPE AT 30' AND 25' SPACING AS SHOWN. NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR YARD. SCALE IN FEET TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. 1 inch = 40 ft. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REWEWED FOR C0MPLL4NCE W/TH 7NE PREPARED BY- oFESSIo LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRL4TE COND/T/ONS OF BEVEL OPMENT AND/OR 0/7Y AND STA7F pR AqZ TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKINGC/TY OF LAKE ELS/MORE SHEET 4LAWS AND A PERMIT MAY BE ISSUED. �P,rOEUN A� 600 South Pos Lake Avenue.Suite 500. d-Ca 91106 (626)796-2322 E.e1"1i- kite 250,LA" 92614 625-6"5 ALBERHILL RANCH VTTM 28214 7 Z asa2 Rmme,sneer.seize mo.sa"oie90.CA 9zm (6se)Soo-aeon No.2833 �� scALE SIGNING AND STRIPING PLAN OF 10/6/21 0 BENCH MARK.• SHEETS REMON HAS/8 DA7F KIW�H P DA7E Ezp.3/31/22 P AS SHOWN NICHOLS ROAD BETWEEN 9T TRAFFIC FILE No. OF C/7Y LAKE ELS/NORE ER R.T.E. No. 2833 F of �UFo�' ALBERHILL RANCH ROAD C/7Y OF LA DATE.• >O/6/2f AND TERRA COTTA ROAD Approved 1313 10/20/2021 SIGNING AND STRIPING PLAN CONSTRUCTION NOTES NEW SIGNS ON THIS SHEET EJ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. R3-7 R1-1 R61-19(CA) W3-3 TYPE N(CA) R4-7 Ri-3P ' -• REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. (36-X36") (36-X36") (48-X38'7 (30-X30'7 (36"X36'7 (24-X30-) (18"X6) REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. 21 REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. RIGHT LANE ' ALL WAY F31 INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. MUST SHOP r ❑ INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. TURN RIGHT J ONLY ONLY <0> 12 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. 15 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. 16 INSTALL 6" BIKE LANE PER CALTRANS STD PLAN A20D, DETAIL 39. 17 INSTALL 6" BIKE LANE PER CALTRANS STD PLAN A20D, DETAIL 39A. 18 INSTALL BIKE LANE LEGEND AND ARROW MARKING PER CALTRANS STD PLAN A24A AND A24D. SEE SHEET 3 OF 7 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. NICHOLS ROAD INSTALL THERMOPLASTIC TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. INSTALL 12" YELLOW REFLECTIVE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F. I � III III (3' SPACING BETWEEN 2' WIDE LINES) I I II I II PR. CURB & GUTTER III R R81((CA) E (65')18 III EX. CURB & GUTTER _ ROAD - (7Q')12 18 - "d°`' N FUT. CURB nA �( cz (120 _ ')15 ' - - N - - — - - -— r -�90' OPENINGlz I 21 SNS, g0 s X-WA� - - - - - ---i- - - — — — `- R1-1, E 50 g,. �`L E 9,` R1-3P ti �I v EX. CURB & GUTTER / _ - - _ — — — E R3C(CA)(MOD) � I I �FUT. CURB E R61-19(CA) 3 (140')17 R3-7 3 2 III R1-1, R1-3P E 'KO° A 1 21 PR. CURB & GUTTER26 21 1 I o 1 III / EX. CURB & GUTTER R2-1(35) E - W3-3 3 R4-7 E /3 R4-7, R1-3P III �,<OTYP.) - TYPEN(CA)R1-1, E12(15') III I I J d� E R81 R26CA / ((S)�CA) 3 R1-1 - I IIII �2 \ R13P N ic - / 26 21 III I SHEET 7 W1-7 2 PR. CURB & GUTTER SEECHOLS ROAD R1-1, E (105) 8 R1-3P Y G� PR. CURB & GUTTER 1 _ SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION 84, "TRAFFIC STRIPES AND PAVEMENT 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS MARKINGS"AND SECTION 85"PAVEMENT MARKERS" OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD THOROUGHLY SET. ANY NEWLY APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING WHEEL MARKINGS BY E SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, SHALL BE REAPPLIED BY THE CONTRACTOR. 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON APPROVED PLANS. 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT. ASPHALTIC LEGEND _ 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS APPROVED STENCILING STANDARDS. CONCRETE, AND CHIP-SEALED ROAD SURFACES. 5. THE CONTRACTOR SHALL LAY OUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15 FOOT INTERVALS AND "SPOT' THE 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. — — EXISTING STRIPING & MARKINGS TO REMAIN - PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM ----------- EXISTING STRIPING & MARKINGS TO BE REMOVED THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER --- --- WORK RELATED TO THE TRAFFIC STRIPING. _ -►_ PROPOSED STRIPING & MARKINGS -_ 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR STRIPING UNTIL THE CAT-TRACKING 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY STANDARDS 422A, 4228, AND 422C. AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS INSPECTOR. p EXISTING SIGN TO REMAIN - 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN THE TWO YELLOW STRIPES OF A DOUBLE 1& ALL SIGNS SHALL USE 3M DIAMOND GRADE ILL REFLECTIVE SHEETING(ASTM TYPE XI). YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. I'll EXISTING SIGN TO BE REMOVED 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. M PROPOSED SIGN 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. O SIGNALIZED INTERSECTION 40 20 0 40 80 THEIR DIAMETERS. 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY BY THE CITY ENGINEER OR DESIGNEE, STANDARDS 402, 406A, 4068, AND 409. r' BEGIN/END TAPER/TRANSITIONS SCALE IN FEET SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. 1 inch = 40 ft. 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. MARK REVISIONS APPR. DATE THESE PLANS H*F BEEN RENEWED FOR COMPLANCE WH THE PREPARED BY, SEA[ oFESSIo ® LINSCOTT, LAW& GREENSPAN, ENGINEERS CITY OF LAKE ELSWORE SHEET 5 APPROPRA7E COND/AONS OF DEP�EZOPMENT AND/OR C17Y AND STA7E pEUN TRANSPORTA110N PLANNING - TRAFFIC ENGINEERING - PARKING LAWS AND A PERM?MAY BE ISSUED. 0 140 1 060o-th�e.e Ate" w� 5w.Peseee"e.Ce 91106 (626)796-2322 (969)825-6i15 ALBERHILL RANCH VTTM 28214 7 W 7 m op562 Rullnec'9l ee ll9l 251 Illil,Ce-1A 92111 IBM)%01- 00 No.2833 SCALE SIGNING AND STRIPING PLAN of //� 10/6/21 0 o BENCH MARK, SHEENS KI H— PEzp.3/31/22 P AS SHOWN ALBERHILL RANCH ROAD REMON HAB/B DATE D rF Nr TRAFFIC FILE No. CI7YENCINEER R.T.E. No. 2833 F aF �raF°� BETWEEN NICHOLS ROAD CI7YOFLA1(EELSINORE DATE 101612' AND BRIANNA COURT Approved BB 10/20/2021 GENERAL NOTES: CONDUCTOR SCHEDULE EQUIPMENT SCHEDULE SIGNAL HEADS P CONDUIT SIZE AND RUN POLE DATA SIGNAL L.E.D.• AND MOUNTINGS RED. PUSH BUTTON POLE LOC.A 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM CI THE REQUIREMENTS 8, THE CALIFORNIAIFORNIAMANUAL OF AWG SIZE S I.I.S.N.S TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED 2018E THE SPOR ATI MANUAL ON OR 0 PHASE NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. 'B' "E" "C" UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 20141E THE COUNTY OF RIVERSIDE TRANSPORTATION L DEPARTMENT REQUIREMENTS, THE CITY OF LAKE ELSI ORE REQUIREMENTS, AND THE SPECIAL PROVISIONS FOR CABLE TYPE E 44AAAAA ,i OA 61A-5-100(N) 35'(N) 65'(N) 15'(N) 166(N) SV-1-T N* 3-MAS N _ _ _ - - 5' 3' Nichols Rd (N) THIS PROJECT. ECR SV-1-T N F=15',12 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND NO.14 CABLES A 02,05,06,02P* 08PPB* - - - 2(NtN - - 2 N - NOTE:DIMENS SSE POLE OB 15TS(N) 30'(N) - 15'(N) 166(N) SV-2-TA(N) - - - - - 13, - 3' - KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND 1 2 I N IN IN SCENSIONS SEE POLE FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE B 04,08,08P* 02PPB* - - 1(N) 1(N) - - IN er�ceci EERQ as orefcTEo © 61A-5-100(N) 35'(N) 65'(N) 15'(N) 166(N) SV-1-T(N) 3-MAS N _ _ _ - - 13' 3' Lake St (N) CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES C 04,04P* 02PPB* - I(N I N I(N t n t(N t N - - t(N t N F=20,12 DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. t 0102 02P* 04PP6*t(N t N I(N I N I(N t N t(N N _ _ t(N I N " D 15TS(N) 30'(N) - 15'(N) 166(N) SV-2-TA(N) - - - - - 13, - 3'3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND 01,06,06P* 04PPB* - - - - 1 1 1 e m e E 61A-5-100 35' 65' 15' 166 SV-1-T 2-MA N,2-MAS _ _ _ - EXISTINGEXISTINGEXISTING Nichols Rd NUNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE > > F=20',12',14' ( ) RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY 08 - - - - - COMPANIES INVOLVED INCLUDING SCE. 3 1 -1 -1 - OF 1-A 10' - - - TV-1-T - - - - - EXISTING EXISTING EXIST ING - G 08,08P* 06PPB* - - - - OF 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY _ 1 © 29A-5-100 35' 55' 15' 166 SV-1-T 3-MAS - - - - EXISTINGEXISTING EXIST ING Lake St (N) CONFLICTS PRIOR TO ORDERING POLES. H 05,06,06P* 08PPB* - - - - - 1 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE TOTAL CABLES - 12 CON / 3 CON 1 1 2 2 3 3 5 4 2 1 3 2 9 7 POLE LOCATION DETAIL O 15TS 30' - 15' 166 SV-2-TA - - - - - EXISTINGEXISTINGEXISTING - SPECIFIED. #8 GROUND - - - - - - - NO SCALE ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED; *INSTALL @ 17' HEIGHT. SEE COUNTY TRAFFIC SIGNAL IISNS 6. ALL RED, YELLOW, AND GREEN SIGNAL INDICATIONS, AND PEDESTRIAN INDICATIONS SHALL BE LIGHT EMITTING #10 LUMINAIRES 2(N)2(N)2(N)2(N) 2 2 - (N) = NEW. *LUMINAIRE SHALL BE LATEST GE LED, MODEL (INTERNALLY ILLUMINATED STREET NAME SIGN) DIODE (LED). SIGNAL LENSES SHALL BE 12" WITH BLACK METAL HOUSING, TUNNEL VISORS, AND BACKPLATES. #12 IISNS - 2(N)2(N)2(N)2(N)2(N) - NO. ERLH-0-13-C3-40-A-GRAY OR APPROVED EQUAL. STD. DRAWING NO. 1200, EDGE-LIT STYLE. 7. THE LOCATION OF SIGNAL POLES, CABINETS, AND OTHER EQUIPMENT SHOWN ON THE PLAN IS APPROXIMATE. THE VIDEO COAXIAL CABLE - i(N)1(N)2(k4" 4" 2(N 2 7HE EXACT LOCA AON L�EX/SANG CONTRACTOR TO SURVEY POLE LOCATIONS EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR ENGINEERS REPRESENTATIVE. VIDEO VIDEO POWER CABLE - 1(N)1(N)2( zN 2 Ol£RHEAD UDL/AES-WALL BE ORDERFOR ING OPO POLING LES. PRIOR TO 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. IISNS SHALL N/pE - 1(N)1(N)2( 2(N l-7FLD. BY AIM7HE CCR ASSUMEr0RS /N 7F/E HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE' BELOW STREET z FIELD. 7F/E ENGINEER ASSUMES NO CONSTRUCTION NOTES: NAME. PERCENT FILL 6% 13% 17% 27 24% LIABILITY IN 70 7R FOR U77LOCA77ES OR EXISTING ECONOLITE ASC/2S-2100 TS2 TYPE 2 SYSTEM CONTROLLER WITH FULLY WIRED 8-PHASE NEMA TS2 TYPE 2, "P" CABINET, CONDUIT SIZES (INCHES) 4"(N)4"(N)4"(N) 42-4" IR SAID LINES NOR FOR UCANi 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. /RR/GAAON L/NE WHOSE LOCAAONS EMERGENCY VEHICLE PRE-EMPTION, ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM, AND BATTERY BACK-UP SYSTEM TO REMAIN. THE ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. ARE NOT SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY COMPONENTS TO COMPLETE OPERATIONS AS SHOWN ON PLAN. 10.PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER (N) = NEW. CALTRANS SIGN SPECIFICATIONS R10-3. CONTRACTOR SHALL PROVIDE APS PUSH BUTTON CONFIGURATOR DEVICE * FOR FUTURE USE EXISTING 120/240V TYPE III-CF SERVICE WITH 120V 50A METERED SIGNAL CIRCUIT, 120V 15A I.I.S.N.S. CIRCUIT, AND SEPARATE METERED 120V IN CONTROLLER CABINET. AT 30A LIGHTING CIRCUIT TO REMAIN. jury 11.ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. NEW SIGNS ON THIS SHEET .(V HOLS ROAD (50 MPH METER A: TC-1: 2-POLE, 100A, 120/24OV, MAIN CB METER 2: 2-POLE, 100A, 120/24OV, MAIN CB SERVICE ADDRESS: SIGNAL 1-POLE, 50A, 120V, CB SERVICE ADDRESS: LIGHTING : 1-POLE, 30A, 120V, CB 12.CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY ENGINEER OR HIS R10-12((MOD) R73-3(CA) R9-3 m'I `�-° I I I I V XXX VIDEO 1-POLE, 15A XXX IISNS 1-POLE, 20A, 120V, CB REPRESENTATIVE. (30-X36� (36-X367 (18"X18' PEV 1-POLE, 15A, 120V, CB 13.ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS SHALL BE LEFT TURN 3❑ REMOVE AND SALVAGE EXISTING SIGNAL POLE AND ALL EQUIPMENT ATTACHED COMPLETE. REMOVE EXISTING FOUNDATION COMPLETE. COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. YIELD 3 o`r'I \ r-J � REPLACE EXISTING "LEFT-TURN" LENSES IN EXISTING HOUSING WITH NEW STANDARD 3-SECTION LED SIGNAL INDICATION LENS. EXISTING SIGNAL 14.CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S ON GREEN I , MOUNTING TO REMAIN. RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. . NOUTURN NO U TURN FURNISH AND INSTALL NEW 3-SECTION ARROW LED SIGNAL INDICATION AND MOUNTING ON EXISTING TENON. 15.ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE FUT ME A u IDENTIFICATION. INSTALL NEW HYBRD VIDEO/RADAR DETECTION CAMERA ON SIGNAL OR LUMINAIRE MAST ARM. FURNISH AND INSTALL NEW VIDEO DETECTION PROCESSOR AND EXTENSION MODULES (ITERIS VANTAGE NEXT) IN CABINET IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS INCLUDING 16.UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 124' PR. CURB CABLING FROM CAMERA TO CONTROLLER AND ALL APPURTENANCES NECESSARY TO PROVIDE INTENDED OPERATION. & GUTTER 17.SEE CALTRANS STD. PLAN ES-IA AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. PR. CURB & GUTTER \ 4 60 \ 12 7❑ INSTALL TRAFFIC SIGNAL STANDARD MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR ES-7N, DETAIL "U". 18.ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE PR. EOP $� INSTALL 3M OPTICOM DETECTOR MODEL 721 ON SIGNAL MAST ARM PER COUNTY RIVERSIDE STD 1202. SHOWN AS A GUIDELINE ONLY AND ARE NOT A PHYSICAL INSTALLATION. 12 R 12, I 4' O { �_ Iy' INSTALL POLE SHAFT STREET NAME SIGN PER RIVERSIDE COUNTY STD. PLAN 1200. STREET NAME SIGN SHALL BE PER CITY REQUIREMENTS. 19.ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE CITY O 0 \ 2 7 (4) R9-3 Lj F YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. 0 INSTALL TENON FOR FUTURE USE. CAP WITH RAIN TIGHT SEALANT. 12 3 10_ 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV CAMERA, AND 1 11 RELOCATE EXISTING R73-3(CA) TO NEW LOCATION ON EXISTING SIGNAL MAST ARM AS SHOWN ON PLAN. OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL u�j (4) R9-3 7 TURN-ON/ACTIVATION. LAKE A \ D 12 FURNISH AND INSTALL #6 PULLBOX. 'O PR. CURB & GUTTER 21.ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. R/W — — — ro 12 13 REMOVE AND SALVAGE EXISTING SIGNAL MAST-ARM MOUNTED SIGN COMPLETE. — 04 04 \ 10 Oa 6 04 RAW ST 02 � 9 � - - _ & 01 \ _ _ �T(50 MPH _ 0-12(MOD PR. CUF2B �UTiER\ \ a FUT. CURB & GUTTER 9 /4 \ \ 7 (2) R9-3 o \ \ o 4"C ) 6T FUT. MEDIAN 3 4 3 \ \ \ \\\ \ \ — q2`. / `y — L 213U EX. TENON FUT IA v ' I M 05 PR. LOP R73-3(CA) 7 Vi I 0 +05 i 1213L _ \� N 111 L 69 111U 4 1 5,11E ®5JIU �� \\ _ 21 2 _ N 6J2L 6 (06) (01+06) 6 6 ZO EX. R9-3 9 EX. 2"C., 1#12 CSC rj EX. R\ \ O £ 6J2U UM\1 UN �- EX. 2"C., 2#10 06' _ 1 �5 6 (08) 13 R3-4 0°8 2 0g 08 EX. TENON \ — EX. CURB 6 o 9 — ' - 6T EX. CURB n RAW — H 7 1 08 - — EX. 3"C. TO SERVICE POINT FUT. RAM ti RAW 2 O (4) EX. R9-3 FUT. RAMP Ex. 2"c., 3#6 6 PROPOSED SIGNAL PHASE DIAGRAM EX. R9-3 5 EX. TENON UNDERGROUND STRUCTURES 1 OG ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND LEGEND I PR. EDP NOT USED CONSTRUCTION NOTES (CONY.): THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION a AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS VIDEO DETECTION ZONE (BIKE & VEHICLE) EX. BERM - PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ® 01 02 03 04 ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT R10-12(MOD) 7 FUT. MEDIAN J VIDEO DETECTION CAMERA CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING REPORTED THE UNDERSIGNED: NOT INDICATED THE PUBLIC RECORDS EXAMINED: THE �t FUT. CURB & GUTTER NOT USED ECONDUCTORS AND INSTALL QUIPMENT OR MATERIAL TO BED REMOVED ANDDICATED. 20 10 0 20 40� CONTRACTORR IS REQUIRED TO TAKE DUE PRECAUTIOIO NARY MEASURE TO PROTECT UTITLIES OR a STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL - EVP FUT. R/W 30' 12' 3 FUT. R/W BECOME THE PROPERTY OF THE CONTRACTOR. !_ BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR - MAS ARM MOUNTED SIGN PUT. CURB & GUTTER NICHOLS ROAD SCALE IN FEET 05 06 07 08 STRUCTURES CONCERNED BEFORE STARTING WORK. 1 inch = 20 ft. MARK REVISIONS ARRR. DATE THESE PLANS HAVE BEEN REVEWED FOR C0MPLL4NCE W97H 7HE PREPARED BY- SEAL UNSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/MORE SHEET 6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 0/7Y AND STATE Q,OFESS10, TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING LAWS AND A PERMIT MAY BE ISSUED. �ecavP� n ­00 South Lake Avenue.Suite 500.Pas d—Ca 91106 (626)825 2322 y x c 0 alas Rm_St-t.sane mo.Say Die90.6CA 92111 0-)aoo-aeon y ox3 � E cu<i�c ALB 7s ERHILL RANCH VTTM 28214 OF / 10/6/21 *Exp.Dec.31.2023* SCALE• BEWH MARK• TRAFFIC SIGNAL PLAN SHEETS REMON HA DA B/B 7F KALYAN . YELLAPU L?A7F srgr OIV1V AS SHOWN LAKE STREET RILE MO. CITYENG/NEER R.C.E. No. 75023 t,OFC1,0 AT NICHOLS ROAD C/7Y OF LAKE ELSINORE DATE.• 1016121 Approved BB 10/20/2021 CONDUCTOR SCHEDULE CONSTRUCTION NOTES: GENERAL NOTES: P CONDUIT SIZE AND RUN FURNISH AND INSTALL NEW MCCAIN 2070 LX SYSTEM CONTROLLER IN FULLY WIRED NEW 332L CABINET AND PROVIDE ANCILLARY AWG SIZE p EQUIPMENT AS NECESSARY FOR INTENDED OPERATION WITH EXTERIOR BATTERY BACK-UP SYSTEM PER CITY SPECIAL PROVISIONS. SET ON 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD CABLE TYPE E PHASE QQQQQQQ TOP OF FOUNDATION 18" ABOVE GRADE. FURNISH SPARE MCCAIN 2070 EX CONTROLLER IN CABINET. CONTROLLER TO HAVE OMNI DEPAIRTMENIT REQUIREMENTS, THE CALIFORNIA ITYIFO LAAKE ELSIINORE REQUIREMENTS,FIANDOTHEOSPEECIALEPROVSIONSCFFOROTHIS PROJECT. OF RIVERSIDE TRANSPORTATION 1 2 3 4 5 8 7 8 SOFTWARE. FURNISH AND INSTALL MODEL 764 PHASE SELECTOR. NO.14 CABLES A 1 1 _ _ _ _ 1 1 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO 02,05,02P* 08PPB* 1 1 1 1 FURNISH AND INSTALL 120/240V TYPE III-CF SERVICE WITH 120V 50A METERED SIGNAL CIRCUIT, 120V 15A I.I.S.N.S. CIRCUIT, AND ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE B 02,04,04P* 02PPB** - 1 1 - - - - 1 1 1 1 SEPARATE METERED 120V 30A LIGHTING CIRCUIT. CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. 2 C 01*,06,06P 02PPB* - - - - - - 1 1 1 1 D 04,04P* 06PPB - - f- 2 - METER A: TC-1: 2-POLE, 100A, 120/240V, MAIN CB METER 2: 2-POLE, 100A, 120/240V, MAIN CB 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO 1 1 1 1 1 1 SERVICE ADDRESS: SIGNAL : 1-POLE, 50A, 120V, CB SERVICE ADDRESS: LIGHTING : 1-POLE, 30A, 120V, CB START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES 3 E 08*108P* 06PPB - - 1 1 1 1 1 1 1 1 XXX VIDEO : 1-POLE, 15A XXX IISNS 1-POLE, 20A, 120V, CB INVOLVED INCLUDING SCE. F 05,06,06P 08PPB* - - 1 1 1 1 1 1 1 1 PEV 1-POLE, 15A, 120V, CB 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY CONFLICTS PRIOR TO ORDERING POLES. TOTAL CABLES - 12 CON / 3 CON 1 1 2 2 3 3 4 4 8 8 8 8 �zY INSTALL NEW HYBRD VIDEO/RADAR DETECTION CAMERA ON SIGNAL MAST ARM. FURNISH AND INSTALL NEW VIDEO DETECTION PROCESSOR 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. #8 GROUND 1 1 1 1 1 1 I� AND EXTENSION MODULES (ITERIS VANTAGE NEXT) IN CABINET IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS INCLUDING CABLING 6. ALL RED, YELLOW, AND GREEN SIGNAL INDICATIONS, AND PEDESTRIAN INDICATIONS SHALL BE LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE 12" WITH BLACK METAL #10 LUMINAIRES 2 2 2 2 2 - FROM CAMERA TO CONTROLLER AND ALL APPURTENANCES NECESSARY TO PROVIDE INTENDED OPERATION. HOUSING, TUNNEL VISORS, AND BACKPLATES. #12 IISNS 2 2 2 2 2 INSTALL TRAFFIC SIGNAL STANDARD MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR ES-7N, DETAIL "U 7. THE LOCATION OF SIGNAL POLES, CABINETS, AND OTHER EQUIPMENT SHOWN ON THE PLAN IS APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY VIDEO COAXIAL CABLE 1 2 1 1 4 4 L�1 THE ENGINEER OR ENGINEERS REPRESENTATIVE. VIDEO VIDEO POWER CABLE 1 2 - - 1 1 4 4 n INSTALL 3M OPTICOM DETECTOR MODEL 721 ON SIGNAL MAST ARM PER COUNTY RIVERSIDE STD 1202. 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. IISNS SHALL HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. EVPE 1 2 - - 1 1 4 4 INSTALL POLE SHAFT STREET NAME SIGN PER RIVERSIDE COUNTY STD. PLAN 1200. STREET NAME SIGN PERCENT FILL 15% 15% 1% 10%17% 2 2% 237 237 SHALL BE PER CITY REQUIREMENTS. 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. CONDUIT SIZES (INCHES) 1 3" 4" 3" 4" 4" 4" 2-4"2-4' 10. PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R10-3. CONTRACTOR SHALL ALL CONDUIT AND CONDUCTORS ARE NEW. INSTALL TENON FOR FUTURE USE. CAP WITH RAIN TIGHT SEALANT. PROVIDE APS PUSH BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. * FOR FUTURE USE n FURNISH AND INSTALL #6 PULLBOX. 7 ** COIL 25' OF #3CSC IN PULLBOX FOR FUTURE USE 11. ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. + 8 (04) rJ FUT. SIDEWALK NICHOLS A 1 R3-4 4 6 N O 8 FUT. CURB & GEXTEROP ROAD (50 MPH) R/W EX. EOP — �N _ — —� R/W LEGEND - - - - - _ EM - VIDEO DETECTION ZONE(BIKE & VEHICLE) - �. 2 �2 VIDEO DETECTION CAMERA )� — w N _ _ _ - EVP — — — — — — —N — — —R9-3 4 8 04— — —O4 — — — —212L N — — — — — — — — — MAS ARM MOUNTED SIGN 3 02 (04) 3 _ 4 NEW SIGNS ON THIS SHEET I (� +OS) 212L R73-2(CA) R3-18 R3-4 (36"X36") (36"X367 (36"X36-) 77V R7 -2(CA) — �J -�T a O FA L o'. 5JiL N ®SJ1U o - � 212E 7 34 (18 X18' a _ R3-18 4 M)T LINE 212U Ft (06) $ I 2 FUT. MEDIAN I \ _LL R9-3 (06) $ 345' TO CD 6J2L 7 Co o 6J2U LIMIT LINE tO N 08) rJ NEW 1 C., 3#6 1#8 - i 6 1711 j N 7 NEW "C., 3#6 1#8 R9-3 4 05 8 06 - 06 PR. CURB & GUTTER - P _ o C ° 1 3 R/WGENERAL NOTES CONT.: PR. CURj%W TER `--6 2 m EQUIPMENT SCHEDULE 8 12 CONTRACTOR SHALLPLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY ENGINEER OR POLE DATA L.E.D.• SIGNAL HEADS RED. PUSH BUTTON POLE LOC.• 4 8 SIGNAL AND MOUNTINGS ;T 13. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS - N0. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "B I.LS.N.S° °E" "C" 8 O O SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. _ 3-MAS •�• h AO 29-5-100 30' 55' 15' 166 SV-2-TA SP-1-T B 08 E AS SHOWN - 12' Alberh ill Ridge Rd 8 14. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE F=18',12' CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE 2-MAS BO 19-4-100 30' 30' 15' 166 SV-2-TA F=12' SP-1-T B 02 S AS SHOE - 7' Nichols Rd l � ECR INTENDED OPERATION. i 4-MAS © 29-5-100 30' 55' 15' 166 SV-1-T SP-1-T B 04 W - 12' 5' Alberhill Ranch Rd J IT NO FOR,e'allo"C' F=18',12',5 -ENSWONS SBF ao�E 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR DO 1-A 10' - - - TV-2-T - SP-1-T B 06 N 14' - 4' - � l scBEBucE oR as BrREcrEu PHASE IDENTIFICATION. BY ENGINEER SV-1-T 2-MAS 3 £ OE 19-4-100 30' 30' 15 166 SP-1-T B 06 N - 14' 4' Nichols Rd 'N �2. 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. SV-1-T* F=12' All OF 15TS 30' - 15' 166 SV-2-TA - SP-1-T B 08 E 14' - 4' - \ I B m B - 17. SEE CALTRANS STD. PLAN ES-1A AND ES-18 FOR SYMBOL AND ABBREVIATION LEGEND. ALL EQUIPMENT IS NEW HALL BE LATEST GE LED, MODEL SEE COUNTY TRAFFIC SIGNAL IISNS 18. ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION. DETECTION ZONES FOR VIDEO DETECTION •LUMINAIRE SHALL BE OR APPROVED EQUAL. (INTERNALLY ILLUMINATED STREET NAME 6' 13 14' 12' 12' 6' CIF SYSTEM ARE SHOWN AS A GUIDELINE ONLY AND ARE NOT A PHYSICAL INSTALLATION. N0. -40-A-GRAY SIGN) STD. DRAWING NO. 1200, l EDGE-LIT STYLE. AL POLE LOCATION DETAIL 19. ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE i CONTRACTOR TO SURVEY POLE NO SCALE ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. - LOCATIONS FOR POTHOLING PURPOSES �O l 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV _ PROPOSED SIGNAL PHASE DIAGRAM PRIOR TO ORDERING POLES. UUUG CAMERA, AND OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING UNDERGROUND STRUCTURES INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. NOT USED • NOT USED I 1 t 21. ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. - ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 7NE EXACTLOCA77aV OF EAIIS77NG THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION OWNHEAD UMILES SHALL BE A7 s2 03AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PER/FLED BY 7NE CaV7RAC7OR IN 7HEPURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR RELD. 7HE ENGINEER ASSUMESNO ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT LIABILITY AS 7O 7NE EXACT LOCA7llkV REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE OF SAID LINES NKW FOR U77LL77ES OR NOT USED NOT USED CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITLIES OR IRRIGA 276W LINE HHOSE LOCA77OWS 20 10 0 20 BERUCTURES SHOWN THE CONTRACTOR SNRESPONSIBILITYD ANY OTHER UTO NOTIFTILITIES OYRTHEE OWNE SSOFOUND THE UTILITIES OR AT THE SITE. IT SHALL \ ARE NOT SHOINV. 05 166 07 STRUCTURES CONCERNED BEFORE STARTING WORK. ALBERHILL RANCH ROAD SCALE IN FEET 1 inch = 20 ft. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REYLEWEO FOR C0MPLL4NCE WITH 7HE PREPARED BY- 'E UNISCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/MORE SHEET 7 APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR 077Y AND STA7E Q,OFESSIOM1, TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING LAWS AND A PERMIT MAY BE ISSUED. �e`" p,0 C.Yf �y 600 South Lake Avenue.Suite 500.Pas d—Ca 91106 (626)825 2322 y 41 c S. alas Rm ecSt-t.sane mo.sa"Diego.6CA 92111 0-)aoo-aeon y 15 0 23 0 a ALBERHILL RANCH VTTM 28214 OF / 10/6/21 *Ev.DAD.31,2oz3* SCALE• BENCH AKW.- TRAFFIC SIGNAL PLAN SNEEIS REMON HAB/B DATE KALYAN . YELLAPU D,47E �rqT CIV1V 0= AS SHOWN ALBERHILL RANCH ROAD FILE No. C17YENGINEER R.C.E. No. 75023 FOFCAoF AT NICHOLS ROAD C17Y OF LAKE ELSINORE DATE.• 016121 Approved BB 10/20/2021