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HomeMy WebLinkAboutALBERHILL VTTM 28214 TRAFFIC PLANS 2-28-23 (Approved) DELTA 1 SIGNING AND STRIPING PLAN CONSTRUCTION NOTES NEW SIGNS ON THIS SHEET EI 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(Q W4-2(L R2%( )(CA) Ri-1 W73A(CA W74(CA) iRI 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 aREMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. NQ 21 INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. RIGHT LANE IV THROUGH REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. LEFT 22, REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. <0> TRAFFIC � LANEMERGEF31 INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. 24 INSTALL THERMOPLASTIC TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. ENDS LEFT TIME aINSTALL THERMOPLASTIC G" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. 2A INSTALL 12" SOLID WHITE STRIPE AT 45` AND 25' SPACING AS SHOWN. nINSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. ,--. INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A 0 200' O.C. n8 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 21 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A 9 100' O.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 3 W4-2(L) 3 R26(S)(CA) "SIGNAL" — - CONST. C/L 11 (105') � 11 (720') 6 (2,035') 0 8 (155) EX. EOP a 12(1,550') "AHEAD" E W3-3 FUT. MEDIAN SEX. EOP + m _ _ 41 — — w ----------------- -- _____- - ________----_ - - --- -- - ---- -- - 150' 90' OPENING -"--`_______________ ______ --------------__-_--- - - -__ --- --- ---�_- �-__ _-------------_`" LAKE � , - - �6 _-_-- - - - -______ ____ ___ ___ _____ ___ --- - ---- - - - - - - - — — M N—_ __ ---- --- ----- - - - - _ - - - - - — — — — — " — — — — — — TAPER � - - - - - - - _ - - - EX. C/L 600 TAPER N� / 600' TAPER EX. FOR / / �g0 $ PR. CURB & GUTTER [w/1 3 R26(S)(CA) 1 3 R26(S)(CA) 3 R26(S)(CA) 6 (1760") 3 R26(S)(CA) (1,785') w. PR. CURB & GUTTER 1 Zo' 5 G� / 1 5 Tr 20 " (130') 6 - \ / \ EX. EOP � 1 \ CURB & GUTTER \ _ PR. MEDIAN \ W N � \ H RD ALBERHILL 9ANC LAKE STREET(50 MPH) 3 R26(S>(GA) R/W 3 R26(S)(CA) 2 15(150') 1 2 E R3-7 J _ _ _ _ _ - - - � - _ -�, _ _ FUT. MEDIAN EX. CURB EX. BERM (1,145) 12(765') 3 R26(S)(CA) EX. EOP / \\ 15(190') 3 W9-1(L) 11 2 15 (Too') 1 O r FUT. MEDIAN 11 (720') ry o IR26(S)(CA) 12(1,550') 1 6 (2,035') �— C',b t' _ _ — — — — — — — _ — — — — — — / N M of — — — — — — `O CONST. C/L 0' OPENING --- - - 473 TAPER �'Lo CS ----- ------------------- ------ - N N N _ N N _ R___ _ _ __ __ _ -_------ ------ -- ---- ----T--- - - - - w ------ --- -- -------- -------- -- -- ---- -- --- --- --- --- --- -- -- _ — 6.0.0_MERGE-- ----------- --------- ---------------- --- \ — — `" 5 -------- _ 53 G ' TAPER N -� 860 TAPER ---__-----_ - _- ----- --- - -- ---- y2 -------- - -----"--------�0` ..,"� - 2100' TAPER - 'S ''S 5�90� �96`TA�€R -860' TAPER- - - :.OPENIING 50 860' TAPER EX. C/L ' 0 390' TAPER N _ PR. CURB & GUTTER W74(CA), R26(S)(CA) R3-2 'G R26 S)(C) 3 (1,785')11 R26(S)(CA) 3 - - - - - - R/W - - - - R3-7, - - - R _ ( (190') $ 2 2 1 R3-7 3 � 2 5 8 (100') 6 (200') (1,760') 6 R26(S)(CA) 3 R3_7 15' 15' R26(S)(CA) 3 (100')15 3 R1-1 11 (1,040) SIGNING AND STRIPING GENERAL NOTES 1 1 2 R26(S)(CA) 3 W73A cA), R2s(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 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 EXISTING STRIPING & MARKINGS TO BE REMOVED THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. --- --- 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. 0 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 16. 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. F EXISTING SIGN TO BE REMOVED 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. h 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. / 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. PLANNING - TRAFFlC ENGINEERING - PARKING �(/ THESE PLANS HAVE BEEN REVIEWED FOR COMPL.IANC6-W/TT•/THE PREPARED BY, 'S� LINSCOTT, LAW& GREENSPAN, ENGINEERS 'I MARK RL Y/S/ONS APPR. DATE �OFEUIV TRANSPORTATION CITY OF LAKE ELS/MORE SHEET I APPROPR.lATE CDND/AONS OF DEVELOPMENT AND/OR C/TY AND STATE Q 'u9( LAWS AND A PERMIT MAY BE ISSUED ��B�OEN 10 666 Sven I-A-A,S�lte 500,P...d a.Co 91106 (626)796-2322 y a5:z`R f,°'S t.Suit. oa9a36CA 92111 ,as;Soo=Oaoo ALBERHILL RANCH VTTM 28214 g N0.2833 SCALE� SIGNING AND STRIPING PLAN of� 3/1/2023 / 2/15/23 ,o- 3 3t 22 BENCH MARK.• SHEE75 16 I<I H. PREAP ,� AS SHOWN LAKE STREET BETWEEN 8R40 BROPHY, RCE NO. 846Y9 L197F DATE NT TRAFFIC �� FILE No. CITY TRAFFlC ENGINEER R.T.E. No. 2833 P OF CAVE ALBERHILL RANCH ROAD CITY OF LAKE ELSINORE DA7F- 2/2/2J AND NICHOLS ROAD 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 REFRESH 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. REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. --- --- REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. 2❑ _ �►_ PROPOSED STRIPING & MARKINGS 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. 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. PA INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. p EXISTING SIGN TO REMAIN 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR m INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. {:, 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 i-. 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 A203, DETAIL 27B. 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 422C 4228, . AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE CITY STANDARDS 422A, 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 4DOA AND 4008. $ (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 2 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, 25 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A 200' O.C. pNl _ DIAMETERS. 4068, AND 409, TT CC p,D .r(�,E Tlyo M E R26(S)(C n 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 �TICriOLa R✓" Rl�i NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR YARD. N FUT. R/W S� E R26(S)(CA) TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. W � f-FUT. CURB & GUTTER 15 \V �� O EX. BERM E R3-1 1 / `� LJ3�+ PUT. R/W 013 FUT. CURB & GUTTER x W v-25 EX. EOP (630')11 i O 3 R26(S)(CA). - EX. CURB 1 / c>- � PUT. MEDIAN N (150')8 1C/L o- / / FUT. CURB & GUTTER R26(S)(CA) 3 LAKE R26(S)(CA) 3 R2-1(50) E W O % PR. EOP O (765')12 (2.035) $ R26(S)(CA) 3 —(1,145)11IAN O EX. BERM EX. CURB R/W "'•--__'�` �1%-' S (16000 ') / J ---- = 65' L=431 7 '= PER=_ _--_ ---------------- -- -___==---N= ""'S__ R. CURB & GUTTER ft 2075' CONST,_C/L_ =2091' L 0'�P - - _ /� -a"- ---- ----------- _ 43 E� , w� 4 5 - _ _ _ - - - - _ _ _ _ ... _ CO C/L 390' TAPER r n 6 (210') W3-3 2 W3-3 3 R/W R26(S)(CA)2 R3-7 2 15 R26(S)(CA) (600")14 PR. CURB & GUTTER R3-7, 3 21 21 ( )( ) R26(S)(CA) 3 R26(S)(CA) �� R� (,,040>11 R26(S)(CA)GA 2 NICK01, 3 0 8 LAK �, sE E Z a O E R26(S)(CA) rn 12(405') STREET MPH) E _ 1 "AHEAD" "SIGNAL" + R26(5)(CA) E o- EX. CURB Ic - — — NEW SIGNS ON THIS SHEET = �'T v =_ `- - — R3-7 R2%)(CA) W3-3 — — 'X ``1T_ R-1504' (12 18.) (30-X30' __-275 --- i32 TAPER � _ -- --- - � RIGHT LANE NO • o" PR.EoP — — — - MusT STOPPING C/L — — - - _ 7/ EX. EOP TURN RIGHT ANY �Cy 3 R26(s)(cA) — — — - — — TIME - - < > - 11 (630') o O — � � FUT. MEDIAN - - — — _ — 40 20 0 40 80 R/-w _ 'o SCALE IN FEET i `FUT. CURB & GUTTER 1 inch = 40 ft. MARK REVISIONS APRR. DATE 7HESE PLANS HAKE BEEN REKEWED FOR COMPLIANCE 077H 7HE PREPARED Sr- SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS CITY OF LAKE RSINORf SHEET 2 APPROPRIATE COND/77ONS OF DEVELOPMENT AND/OR C/7Y AND STATE QROFESS10,y,� TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING LAWS AND APERM/T MAY BE/SS'UED. �B�OEM 10 s P G-th Lk.A C.It,50D,Pa,ad—,Ca 911P6 (626)796-2322 Y '�`°"�° ,St-t, 100,S� .,CA 9 (98)300-810 ALBERHILL RANCH VTTM 28214 8 y 41 :2 E R„ s< <lt 0, 9 1a (666,3DD-6 3/1/2023 2/15/23 * No.2833 * SGALE BENCHMARK' B00 SIGNING AND STRIPING PLAN �SHEL75 � p3/31/22 s AS SHOWN LAKE STREET BETWEEN BRADBROPHY, No. 84e99 DATE KI H. PREAP DATE qr TRAFFICE�� ALBERHILL RANCH ROAD RLE NO. a CITY 7NAF77C ENGINEER R.T.E. No. 2833 P OF CAV 0 CITY OF LAKE ELSINORE DAIF: 212123 AND NICHOLS ROAD SEE SHEET 2 OF 8 NEW SIGNS ON THIS SHEET LAKE ST R5-2 R20D-1(�CA) R82A(CA,TOD) R3-7 R26(S)(CA) R1-1 R3-5(Ra W1-4(R (24"X24") (30"X9 (3 "X1 ) (36"X36') (12 X18") (36"X36") (30"X36) (36"X36') 51' 3' OVER " TONS MON AY�th u3 G) FRIDAY RIGHT LANE NO EX. CURB 2 NIC SUNDAYS and HOLIDAYS MUST FUT. MEDIAN I 11 (95') 2 PR. CURB & GUTTER HCLS TURN RIGHT STOPPING STOP ONLY PUT. CURB & GUTTER - PR. EOP EX. EOP ANY PUT. R/W y 4 2 15(100') 3 R3-7, TIME EX. BERM - -- -- R26(S)(CA) 1 - 7 1 3 R26(S)(CA) 3 R3-18 W1-7 R3-18 R6-1(R) R2-1(50 Rs-1(R), (48"X24-) (36"X36") (54"X18) (30"X36� W73A(CA) W74(CA) W3-3 TYPE N(CA) ) (3s"xis N TYPE N(CA) 21 (36"X36' ) "X30'7 (36 6") 21 3 R26(S)(CA) _ THROUGH • -_ _ -_ _ _ - NS RIG (600') TURAHFADNHT TRAFFIC E _ _ _7 \R FUT. SIDEWALK_ rn _- `\ � LEFT w FUT. CURB & GUTTER (50') 8 26 18 EX EDP , „ ' OPENING - � R 73A(�A) ' so' 3 FUT. MEDIAN 3 TYPE N(CA) A 6 (915) �L R5-2. EX. BERM 3 R20D-1(CA), 7 6 1? 3 ,1 _ �� �� FUT. R/W R5-2, R3-7, 2 - _ 0 - L �t 15(130') R82A CA MOD EX. CURB a1�u�e 1� <0 0 FUT. CURB GUT - 42' 2 R20D-1(CA), R26(S)(CA) (100')15 (20') $ \ MR3-5(R) eN�NG - \ \ \ p", / \ 3 R26(S)(CA) R82A(CA)(MOD) R3-7 3 w LAKE ST R 5 P D �� 5 11 (270') 6 (175') - -_ o. --- R TYy 21 PR. CURB & GUTTER SEE SHEET 2 OF 8 Rl-l „ R3-7, R26(S)(E PR. CURB & GUTTER (100)15 5 2 R'Ao v4, - A\ E W1-7 R3-7 3 1 2 R1-1 • \ \ - FN/- V A 3 R26(S)(CA) NI CHOL S ROAD( FUTURE ROAD 1 20) $ �8 n MG- �� \ 50 MPH FUT. CUR p R\2 O, \ --- -� \\ \\� 6 (915') 6 (915') 5 1 5 2 2 R2-1(50) 2 R1-1 FUT. SIDEWALK - FUT. CURB & GUTTER 3 R26(S)(CA) 1 2 W3-1 3 R26(S)(CA) EX. EOP 3 W74(CA) 1 ^� I- - 15(130') 2 6 (265') 3 Ri-1 OCo 2 Jp CID 3 Res( ), n2 N� iv o __'iN 7J µ (335') ''..ti nnX e _ i = -- i=' a ____ _ O ____ ____ _ ___ _ _90�-OPENING (725') 6 -- ------ - - �3 ._ ---- _______ — PR. CURB & GUTTER �73y — — — — — — — — — 2 — — — — 01 _ z _ 4 R26(S)(CA) 3 - 50' 42b v 50 I 50 LIMLLLNE � _ f SIGNING AND STRIPING GENERAL NOTES CO R/W FUT. MEDIAN 2 5 R1-1 2 5 2 PUT. MEDIAN NT• W3-3' 3 21 (725') 6 (760)12 0I 2 SNS, 3 R2-1(50) 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY R26(S)(CA) 21 R26(S)(CA) 3 PR. CURB & GUTTER R26(S)(CA) 3 z s,1 R1-1 BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL N krd �-, 1 PR. CURB 12 (480') ACCEPTANCE OF THE IMPROVEMENTS. i & GUTTER 6 (1295') 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC 1 TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY APPLIED rn 12' 12'i 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 l CONTRACTOR. _ 1 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN E❑ 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 SEE SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS PAVEMENT MARKINGS WILL NOT BE ALLOWED. CITYREMOVE 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. 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 WTH 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. 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 29 INSTALL THERMOPLASTIC TYPE VII(L) ARROW 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR 6a 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. 8❑ 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 A20B, 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 Aloe, 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 37B. _ �_ 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. 18 INSTALL 6" LANE LINE EXTENSION PER CALTRANS STD PLAN A20D, DETAIL 41. 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 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 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. p EXISTING SIGN TO REMAIN PUBLIC WORKS INSPECTOR. 6 Ea INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. 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. SIGNAGE 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 IV (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. F PROPOSED SIGN INSTALL THERMOPLASTIC TYPE I ARROW MARKING PER CALTRANS STD PLAN A24A. 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 INSTALL 12" SOLID WHITE STRIPE AT 45' AND 25' SPACING AS SHOWN. EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR r BEGIN/END TAPER/TRANSITIONS DIAMETERS. SCALE IN FEET 1 inch - 40 ft. MARK REVISIONS APPR. DATE THESE PLANS HAKE BEEN REKEWED FOR COMPLIANCE 07TH THE PREPARED Sr- SFAL LINSCOTT, LAW&GREENSPAN, ENGINEERS CITY OF LAKE ELSINORE SHEE! 3 APPROPRIATE COND/77ONS OF OEYELOPMEiVT AND/OR C/TY AND STATE QROFESS10,y TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING LAWS AND A PERMIT MAY BE ISSUED. �B�OEUN Q s 0 G-th Lk.A s"It,500,Pa,ad-,Ca 91106 (626)796-2322 Y �� '�`°-f-,,St-s 100,S� .,CA 9 (98)300-810 ALBERHILL RANCH VTTM 28214 8 y 0,E R„ 1< < ., a �A (666,3oo_6175 3/1/2023 2/15/23 * No.2833 * SCALE BENCHMARK.• SIGNING AND STRIPING PLAN �SHEL75 I<I H. PREAP &p3�31/22 s AS SHOWN NICHOLS ROAD BETWEEN BRAD 9ROPHY, ENO. 84899 DATE a47T qr TRAFFICE�� LAKE STREET AND R7LENo. a C/7Y I-RAFTTC ENC/NEER R.T.E. No. 2833 e OF CAU0 C/7Y OF LAKE ELSINORE DA7F 2/2/23 ALBERHILL RANCH ROAD 3 R26(S)(CA) NICHOLS ROAD (50 MPH) FUT. SIDEWALK FUT. SIDEWALK 6 (265') FUT. CURB & GUTTER - �W- - - - - - - - - - - - - - - - - - - - - - - �W - - - FUT. CURB & GUTTOER O - - - - - - - =- o- _ _ — — - - - - - - — - - _ 0 — = EX. EDP = — — — _ _ _ _ _ _ — — — — — _  _ _ = — — —— _  = o = — — — —— _ _ — — — —. �L v. pt, M ' 'b° 3 W3-3, 3 R26(S)(CA) R26(S)(CA) W1-4 R)• FUT. MEDIAN 3 R26(S)(CA) PR. EDP C/L _ =v' 21 21 PR. EDP C/L 11 (1835') FUT. MEDIAN 3 R26(S)(CA) 2 W1-4(R) 3 R26 SC CA 6' � 3 4 w — — — — — — - - hMAk _ — — — — in - ---::'--------------'_____________________ `_=__ _-__'-==_____==---=--==-_________---= -----#=i'--c- ,... 0— --__ _ _ HV 50' - ------- ' U W — — — — — — - -— = — — — — — — - ------ ------- ---------------- -- - - - --- - - --- - ---------------- --- ----- --- --- ----- - - - - V� - - - Cti Cr� Ti (480')12 R26(S)(CA) 3 PR. CURB & GUTTER R/W W9-1((L)• 3 1 (95(I�R2�1�1)(CA) 3 R26(S)(CA) 3 R 6(S)(CA)) 3 PR. CURB & GUTTER R26(S)(CA) 3 R26(S)(CA) (�C3 (1295') 6 FUT. SIDEWALK FUT. CURB & GUTTER NEW SIGNS ON THIS SHEET R26(S)(CA W3-3 W9-1(L W4-2(L� W2-2(L W2-2(R W2-2(MOD) TYPE N(CA) W1-4(R) 3 R26(S)(CA� \\ \ (12"X187 (30"X307 (36"X36� (36"X36) (30"X30-) (30-m-) (30-m-) (36"X36' (36"X36) `1��;-• 7,- \� FUT. MEDIAN �\\\ LEFT \ \ 3 \ \ \ R STOPPING ® LANE I TYPEN(CA) \�\�\ 1 VIC' ANY O ENDS TIME R. 0 P EDP \ \\ 60 < > 5 �C/L SSl W1-7 R1-1 R2-1(50 (30"x30") (30"X9") (48"X24-) (36"X36") (30"X36"; (950') s PR. CURB & GUTTER -'��•- --^ '�1' \ \�� p �\\\ \\ ��o� LIMIT • 19 w`` \ _ 11 (1835') ?0. 3 R1-1 5 \ \ W2-2 L), _ _ FUT. SIDEWALK 50 MPH A 21 __� - 3 R26(S�(CA) =� _ _ FUT. CURB & GUTTER ROAD ( ) 3 W4-2(L) R W \ � _ FUT. MEDIAN — — — 3 R26(S)(CA) m — R - - 1tO R26(S)(CA) 3 ---- - - _ �4_ (RED FLASHER) 28 W3-1 - yso= E R2-1(50) w1_7, -0 (YELLOW FLASHER)- 2 VvE _ �27 --=_;-_ - PR. EDP TYPE N(CA) E 1 E S8(CA)(MOD) FUT. MEDIAN 21 w3-1 21 -r05- 49— C/L 21 _ 5 _ 21 (YELLOW FLASHER)28 _ y _ _ �_ 51 _ _ — (755') 8 _ LIMIT LINE I W2-2(MOD, 3 a_--_--__ J M N u W2-2(MOD) 2 SS1 R W SIGNING AND STRIPING GENERAL NOTES R26(S)(CA) 3 § E� x EDP- - 2 R2-1(50) 1 PR. CURB & GUTTER 21 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 20 I E SNS, 1. SECTION 84, -TRAFFIC STRIPES AND PAVEMENT MARKINGS'AND SECTION 85 "PAVEMENT PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY 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 1 R1-1 28 I STANDARD SPECIFICATION,EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, (RED FLASHER) I I - OR CITY STANDARDS. SHALL BE REAPPLIED BY THE CONTRACTOR. 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 SIGNING AND STRIPING PLAN CONSTRUCTION NOTES TERRA COTTA RD NOTED ON APPROVED PLANS. PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC EXISTING TO REMAIN UNLESS NOTED OTHERWISE. STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR 1❑ REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY.REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. LEGEND a 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 2❑ REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. n EXISTING STRIPING & MARKINGS TO REMAIN a BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS — — 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TO PORTLAND CEMENT. ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. 3❑ INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. _, ___ ___ EXISTING STRIPING & MARKINGS TO BE REMOVED 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE APPROVED STENCILING STANDARDS. 5❑ INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" REM's AT 25' O.C., 2" OFFSET FROM LINE. ."' y PROPOSED STRIPING & MARKINGS 5. THE CONTRACTOR SHALL LAY OUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. 6❑ INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. — — 1. AT 15 FOOT INTERVALS AND "SPOT' THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE 12 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 8❑ INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. - 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. 11 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. p EXISTING SIGN TO BE REMOVED _ i 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 12 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. ► PROPOSED SIGN AND 422C 4228, . AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE CITY STANDARDS 422A, PUBUC WORKS INSPECTOR. 15 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. OS SIGNALIZED INTERSECTION 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE ILL REFLECTIVE SHEETING(ASTM TYPE XI). 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10 FOOT) PER CALTRANS STD PLAN A24F. 7, A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN / 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. 20 INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24F. BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. a 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED 22 INSTALL THERMOPLASTIC TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. o 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 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, 25 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A 0 200, O.C. DIAMETERS. 4068, AND 409. 40 20 0 40 80 TA 12" LID YELLOW STRIPE AT D 5' PA G AS SH 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 2g INSTALL NEW SIGN ONTO NEW POST AND CARMANAH SOLAR POWER RED OR YELLOW FLASHING 1 N NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR YARD. BEACON MODEL R247-F OR CITY APPROVED EQUAL. MOUNT FLASHING BEACON ABOVE THE SIGN. SCALE IN FEET TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. COORDINATE WITH MANUFACTURER FOR OPTIMAL ORIENTATION OF SOLAR PANEL. 1 inch = 40 ft. MARK RfWSIONS APPR, DATE rHESE PLANS HAKE BEEN RENEWED FOR COMPCl4NL'E wN 7HE PREPARED BY.• SEA[ LINSCOTT, LAW& GREENSPAN, ENGINEERS �) APPROPAY47F COND/7IONS OF DEVELOPMENT ANDIOR C17Y AND STATE TRANSPORTATION TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING C/TY OF LAKE ELS/NORE SHEET `"r LAWS AND A PERMIT AIAY BE ISSUED. 9�OEUN p .600 C A -A. 5.te 500 PO dma Co g„o5 (626)J96-2322 1 INSTALLED STOP SIGN Ri-1 ON NICHOLS AT TERRA COTTA WITH RED FLASHERS BB 9/22/23 P •2Emcu0reC4d,SWIW250.Ir,1-Ca926,4 (949)625-6„50 ALBERHILL RANCH VTTM 28214 AND ADVANCE WARNING SIGN (W3-1) WITH YELLOW FLASHER. (LEG, KP) �5C No.2a33 �S SCALE o4542".,,.rs,.K,.S",.,00.5..01.9..OA92,,, a5a>509-aaoo SIGNING AND STRIPING PLAN OF 8 3/1/2023 2/15/23 >} >} BENCH MARK-• SlIEE75 �I bI H. PREAPFxp.3/31/22 r AS SHOWN NICHOLS ROAD BETWEEN BRAD SROPHY, RCE NO. 84899 047E 04X 9j TRAFFIC FILE No. CITY 7RAFF/C ENGINEER R.T.E. No. 2833 F OF Guff ALBERHILL RANCH ROAD CITY OF LAKE ELS/NORE DA7E• 212123 AND TERRA COTTA ROAD SIGNING AND STRIPING PLAN CONSTRUCTION NOTES NEW SIGNS ON THIS SHEET EI EXISTING TO REMAIN UNLESS NOTED OTHERWISE. R3-7 RI-1 R61-19(CA) WI TYPE N(GA) R4-7 Ri-3P REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. (36-X36-) (36-X36-) (48-X36-) (30°X30") (36"X36-) (24-X30") (18"XV) REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. ING IGN R POST, ' STALL NEW TSIGN SONTO POSOT, STREET ALIGHTO i3 INSTALLPOLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. RIMUSTE STOP r <t> aINSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STDPLAN A20A, DETAIL 22. ONLY ONLY 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. ,6 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 8 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. NICHOLS ROAD F24 INSTALL THERMOPLASTIC TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. ' F2R INSTALL 12" YELLOW REFLECTIVE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F. (3' SPACING BETWEEN 2' WIDE LINES) I I I III I PR. CURB & GUTTER III R2-1(35), R81(CA) E (65')18 III I� EX. CURB & GUTTER j FUT. CURB �CH ROAD (70')12 ,$ �`�: I�� - - - - 1�� I Rai — — - —r�= III �� ILL , - - - ------------ cz $E Rx � w _�90 OPENING SNS.21 / / � 90 25 WAL cn - R1-1 E R1-3F3 EX. CURB & GUTTER - — — — ° ti Rjw 2 (110')15 1 2 , M R30(CA)(MW11OD) �o� 1 R61-19(CA) 3 (140')17 R3-7 3 FU T. CURB R1-1, ®y_ Ri-3P E g(J" 1 21 PR. CURB & GUTTER 1 I c 2 21 IIII EX. CURB & GUTTER R2- E \ W3-3 3 4-7 3 R1-1, �50 TYR.) TYPE N(CA) R,-3P E , Y 12(15') E R81 CA I III R26( CA) T 'ter. � 2 I I N III I I I 3 R1-1 I III II R1-3P - / 26 21 III I / W1-7 2 \ PR. CURB & GUTTER SEEICHOLS SHEETROAD 3 OF 8 R,-1, E (105') $ Ri-3P PR. CURB & GUTTER �� _ 3 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 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 EXISTING STRIPING & MARKINGS TO BE REMOVED THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. --- --- 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. 0 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 16. 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. ill EXISTING SIGN TO BE REMOVED 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. h 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. / 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. PLANNING - TRAFFlC ENGINEERING - PARKING �(/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/TT•/THE PREPARED BY, 'S� LINSCOTT, LAW& GREENSPAN, ENGINEERS 5 MARK RL Y/S/ONS APPR. DATE �OFES$10 TRANSPORTATION CITY OF LAKE ELS/MORE SHEET APPROPR.lATE CDND/AONS OF DEVELOPMENT AND/OR C/TY AND STATE Q 'u9( LAWS AND A PERMIT MAY BE/SSIIEO.. ��B�OEUN 10 600 S-1,I_-A—A,S"Ite y 5 , 500,P...d .Co 9„06 (626)796-2322 e6, " oaa36 St - 9CA 92111 ,as;Soo=Oaoo ALBERHILL RANCH VTTM 28214 g Y No.2833 SCALE SIGNING AND STRIPING PLAN of 3/1/2023 � 2/15/23 o- BENCH MARK.• SHEE7516 I<I H. PREAP `} p3/31/22 s AS SHOWN ALBERHILL RANCH ROAD BR4O BROPHY, RC NO. 84899 DA7F DATE NT TRAFFIC �� FILE No. CITY TRAFFlC ENGINEER R.T.E. No. 2833 F OF CAVE BETWEEN NICHOLS ROAD CITY OF LAKE ELSINORE DATF.- 2/2/2-T AND BRIANNA COURT GENERAL NOTES: CONDUCTOR SCHEDULE EQUIPMENT SCHEDULE POLE DATA L.E.D. SIGNAL HEADS RED. PUSH BUTTON POLE LOC.• P CONDUIT SIZE AND RUN SIGNAL AND MOUNTINGS 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM CI THE REQUIREMENTS 8, THE CAIFORNIA MANUAL OF AWG SIZE "0" 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 2014)) THE COUNTY OF RIVERSIDE TRANSPORTATION L DEPARTMENT REQUIREMENTS, THE CITY OF LAKE ELSI&E REQUIREMENTS, AND THE SPECIAL PROVISIONS FOR CABLE TYPE E QQQQQQ 7 A 61A-5-100(N) 35'(N) 65'(N) 15'(N) 166(N) SV-1-T N* - A - 12' 3' Nichols Rd (N) THIS PROJECT. ECR SV-1- N F=1AS(N NO.14 CABLES A 02,05,06,02P* 08PPB* - - - 2(N _ _ ZIN NOTE:-T"A,'B'AAV'c' B 15TS N 30'N - 15'N 166 N SV-2-TA N 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND t N t N ( ) ( ) ( ) ( ) ( ) - - - - - 6.5' - 3' - KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND qN t N t N orMENsrays,sEE va.E `L B 04,08,08P* 02PPB* - - t N � N - - � N scNEou�E ae as BrRECTEo 3-MAS N FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES M INTERFERE WITH THEIR SERVICE. THE BY ENciNEEe CO 61A-5-100(N) 35'(N) 65'(N) 15'(N) 166(N) SV-1-T(N) - - - - - 10.5' 5' Lake St (N) CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES C 04,04P* 02PPB* - iN�N1NtNtxtx - - txtx F=16',12 DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. t x i N i N t N t N ^O DO 15TS(N) 30'(N) - 15'(N) 166(N) SV-2-TA(N) - D 01,02,02P* 04PP6* - - 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND E 01,06,06P* 04PPB* tN iN tN tN 1 1 1 tN .8.. OE 61A-5-100 35 65' 15' 166 SV-1-T 2-MA N,2-MAS _ _ - - EXISTING EXISTING EXISTIN Nichols Rd (N) UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE 1 1 1 F=20',12' RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY 3 F 08 - - - - - 1 _1 _1 _ OF 1-A 10' - - - TV-1-T - - - - - EXISTINGEXISTINGEXISTING - COMPANIES INVOLVED INCLUDING SCE. G 08,08P* 06PPB* - - - - 1 1 cF 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY _ _ _ _ _ _ 1 O 29A-5-100 35' 55' 15' 166 SV-1-T 3-MAS - - - - EXISTINGEXISTI IC EXISTING Lake St (N) CONFLICTS PRIOR TO ORDERING POLES. TOTAL CABLES - 12 CON /03P CON 08PPB*1 1 2 2 3 3 5 4 2 1 3 2 9 � POLE LOCATION DETAIL H 15TS 30' - 15' 166 SV-2-TA - - - - - EXISTINGEXISTINGEXISTING - 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE 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 - 1(N)1(N)2(N) 1 2 ZIN 2 77AE EXACT LOCH Aa✓OF EXISANG CONTRACTOR TO SURVEY POLE LOCATIONS EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR ENGINEERS REPRESENTATIVE. VIDEO z(N OY£RNEAD UALIAES,SHALL BE FOR POTHOLING PURPOSES PRIOR TO VIDEO POWER CABLE - 1(N)1(N)2(N) 1 2 2 III BY AHE CaVAtACla7 IN AIE ORDERING POLES. 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY RIVERSIDE STANDARD 1200. IISNS SHALL EVPE - 1(N)1(N)2(N) 1 2 ZN 2 F7&A 7HE 6NONEER ASSUMES NO CONSTRUCTION NOTES: " HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. PERCENT FILL 6% 13% 17% 27% 11% 18% 24% L/A8/V7Y AS TO mi EXACT LOCA AaV 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) 4" 4" 4" 2-4" OF SAID LINES Nat FOR UAL/AES OR EMERGENCYVEHICLE PRE-EMPTION, ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM, AND BATTERY BACK-UP SYSTEM TO REMAIN. THE 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. IRRIGA Aa✓LINE NV0_1QF LOCH ALkVS 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 1 NG CIRCUIT V TYPE 111-CF SERVICE WITH 120V SOA METERED SIGNAL CIRCUIT, 120V 15A I.I.S.N.S. CIRCUIT, AND SEPARATE METERED 120V IN CONTROLLER CABINET. ]�jj�y 30A LIGHTING CIRCUIT TO REMAIN. 11.ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. NEW SIGNS ON THIS SHEET ' (,HQLS 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 T I m I 1 XXX VIDEO 1-POLE, 15A XXX IISNS 1-POLE, 20A, 120V, CB R10-12(MOD) R73-3(CA) R9-3 ro I V REPRESENTATIVE. m� I REV 1-POLE, 15A, 120V, CB (30"X36") (36"X36'� (18"X18� 13.ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS SHALL BE 1,7� REMOVE AND SALVAGE EXISTING SIGNAL POLE AND ALL EQUIPMENT ATTACHED COMPLETE. REMOVE EXISTING FOUNDATION COMPLETE. E �`�� COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. � _I Ot'-1 I �'r'� IdY 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 NO I I �� I IJ MOUNTING TO REMAIN. RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. I� M 1p, 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 FLIT ME A IDENTIFICATION. INSTALL NEW HYBRID 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. 724' PR. CURB CABLING FROM CAMERA TO CONTROLLER AND ALL APPURTENANCES NECESSARY TO PROVIDE INTENDED OPERATION. & GUTTER 17.SEE CALTRANS STD. PLAN ES-1A AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. PR. CURB & GUTTER \ 4 60 \ - 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 \ I El INSTALL 3M OPTICOM DETECTOR MODEL 721 ON SIGNAL MAST ARM PER COUNTY RIVERSIDE STD 1202. 12 AN SHOWN AS A GUIDELINE ONLY AND ARE NOT A PHYSICAL INSTALLATION. - I 12\ 4 C 9 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 B \ 2 7 (4) R9-3 12 — YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. 1Q INSTALL TENON FOR FUTURE USE. SEAL HOLES WITH WATER TIGHT SEALANT. 3 0 _ 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV CAMERA, AND r 1 RELOCATE EXISTING R73-3(CA) TO NEW LOCATION ON EXISTING SIGNAL MAST ARM AS SHOWN ON PLAN. OTHER SPECIAL 11 CIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL T A��'F (4) R9-3 7 A > \ o TURN-ON ACTIVATION. /•H l PR. CURB GUTTER \ O 12 FURNISH AND INSTALL #6 PULLBOX. & � � 21.ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. 04 R/W — — — m \04 12 13 REMOVE AND SALVAGE EXISTING SIGNAL MAST-ARM MOUNTED SIGN COMPLETE. — — 02 10 04 6 04 — — RAW ST 9 06 6 02+0( 2\ �� MPH — 0-12(MOD \ \ \ \ � \ ) o PR. CUI kpe� UZ ER\ — FUT. CURB & GUTTER 9 q \ \ � 10 7 (2) R9-3 \ \ \ \ � 4"C. 6 T N \ �b\ c \ \ \ \ m FUT. MEDIAN--___------- 02 FLIT MEDIAN 213�TENON M \ �. PR. EOP R73-3(CA) 7 0 I 1 02+05 N 1213E _ 0 01 � n 6 U® 111L 4 9 5JIL ® 212U \5J1U N \ \\ N 345 10 f 1 EX. R9-3 9 EX. 2"C., 1#12 C X. R\ \ E 6320 LtM`t VWE �- "C., 2#10 06` �5 6 (08) 13 R3-4 OB EX. TENON — EX. CURB — 6 08 0A8 — ' - 6T EX. CURB a RAW H 7 1 _ i EX. 3"C. TO SERVICE POINT FUT. RA �� O R/W — z O 4) EX. R9-3 FUT. RAMP EX. 2"C., 3#6 EX. R963 5 I PROPOSED SIGNAL PHASE DIAGRAM UNDERGROUND STRUCTURES 1 O Ex. TENON ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND LEGEND EX. EOP NOT USED CONSTRUCTION NOTES (CONT.): 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 a 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 - VIDEO DETECTION CAMERA R10-12(MOD) 7 FUT. MED N FUT. CURB & GUTTER CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING 20 10 0 20 40- REPORTED THE UNDERSIGNED: NOT INDICATED THE PUBLIC RECORDS EXAMINED: THE 19' 14' CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. CONTRACTORR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT T OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE.E. IT IT SHALL � - EVP FUT. R/W FUT. R/W I � NOT USED EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. !_ BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR a - MAS ARM MOUNTED SIGN FUT. CURB & GUTTER SCALE IN FEET STRUCTURES CONCERNED BEFORE STARTING WORK. NICHOLS ROAD 05 06 07 1 06 1 inch = 20 ft. MARK REY/S/OIUS APPR^ DATE THESE PLANS HAKE BEEN REVIEWED FOR COMPLIANCE 077H AHE PREPARED BY, 'SE4L LINSCOTT, LAW&GREENSPAN, ENGINEERS r APPROPRL47E CONDI77ONS OF DEWLOP.NEHT AND/OR CI7Y AND STATE QROFESSrp4, TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING CITY OF LAKE EL S/COR v E SHEET LAWS AND A PERMIT MAY BE ISSUED. tee° H C.Yp,�F 6 D S-th Lk.A e—site 50D,9a,ad-,Ca 911D6 (626)796-2322 yP �( y •2 ExecullveCircie,V9"Ite 250,I11ne,Ca 92614 (949)825-6175 ­2Runner Street,sane 100E Son Diego,LA 92111 (ese)300-8800 Y 7so23 m ALBERHILL RANCH VTTM 28214 P y 2/15/23 E1q.Dec.31,2023* SCALE.• 3/1/2023 brwH,�K• TRAFFIC SIGNAL PLAN OF SHEETS' sr c AS SHOWN LAKE STREET BRAD BROPHY, RC NO. 84899 OA7F KALYAN . YELLAPU Lw7E qr C,V1V apt FILE No. C/7Y TRAFRO ENGINEER R.C.E. No. 75023 FoF CAJF AT NICHOLS ROAD C/7Y OF LAKE ELSINORE DATE.- 212123 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 1. ALL WORK MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS AND STANDARD OR L PHASE EQUIPMENT NECESSARY FOR INTENDED OPERATION WITH EXTERIOR BATTERY BACK-UP SYSTEM PER CITY SPECIAL PROVISIONS. SET ON SPECIFICATIONS DATED 2018, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014), THE COUNTY OF RIVERSIDE TRANSPORTATION CABLE TYPE E QQQQQQQ TOP OF FOUNN NECESSARY 18" ABOVE GRADE. FURNISH SPARE MCCAIN 2070 EX CONTROLLER IN CABINET. CONTROLLER TO HAVE OMNI DEPARTMENT REQUIREMENTS, THE CITY OF LAKE ELSINORE REQUIREMENTS, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. FTWAR RNIH AN INTA M 4 PHA 1 2 3 4 5 B 7 8 SOFTWARE. FUSD INSTALL MODEL 76SE SELECTOR. N0.14 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 - 0 0 - 0 0 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 2,04 - - 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 0 - 0 0 SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. 12 C L004,04P* ,06P 02PPB* - - - - - - 1 1 1 1 D 06PP6 - - - - - METER A: TC-1: 2-POLE, 100A, 120/24OV, MAIN CB METER 2: 2-POLE, 100A, 120/24OV, 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 111111SERVICE ADDRESS: SIGNAL 1-POLE, SOA, 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 8P* 06PPB - - - - 1 , 1 , 1 , 1 , XXX VIDEO : 1-POLE, 15A XXX IISNS 1-POLE, 20A, 120V, CB NVOLVED INCLUDING SCE. F 05,06,06P 08PPB* - - - 1 , 1 , 1 1 1 1 1 1 REV 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 0 2 0 - 1 1 2 2 3 3 8 6 8 6 INSTALL NEW HYBRID 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 1 1 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 1 2 1 - 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 OR SIIGGWEERS R�PCABIINTS,VE D 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 VIDEO VIDEO POWER CABLE 1 2 - - 1 1 4 4 5a 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 EVPE 1 2 - - 1 1 4 4 � AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. PERCENT FILL 15% 15% 1% 10%17% 22% 23% 23% �-. INSTALL POLE SHAFT STREET NAME SIGN PER RIVERSIDE COUNTY STD. PLAN 1200. STREET NAME SIGN 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. SHALL BE PER CITY REQUIREMENTS. CONDUIT SIZES (INCHES) 3" 4" 4"1 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. 7❑ INSTALL TENON FOR FUTURE USE. SEAL HOLES WITH WATER TIGHT SEALANT. PROVIDE APS PUSH BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. � * FOR FUTURE USE, COIL 25' OF CSC IN PULLBOX FOR FUTURE USE F81 FURNISH AND INSTALL #6 PULLBOX. 7 11. ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. + 8 (04) 5 PUT. SIDEWALK NICHOLS A R3-4 4 s m B 8 FUT. CURB & CUTTER P ROAD 50 MPH) R/W EX. EDP L� N O —\ R/W LEGEND — - — — — — - - VIDEO DETECTION ZONE (BIKE & VEHICLE) 2 VIDEO DETECTION CAMERA (0)— �2 N N _ '--C - EVP — — — — — — — — — — — — —N — — —R9-3 4 6 04— — — — — —212L — — N — — — — — — — — — — — — — — a - MAS ARM MOUNTED SIGN DETAIL "A" 04 3 02 (04) 3 — 4 NEW SIGNS ON THIS SHEET I ? (° +Os) 212L R73-2(CA) R3-18 R3-4 (36"X36") (36"X36') (36"X36-) UT. MEDIAN 4 R7 -2(CA) — — SJ1L `� ®5J1U o N \ 5 — �' � 212E 7 34 (18"X18-) IR8 4 MITLINE 212U I o ) 5 2 FUT. MEDIAN N OR I - R9-3 (06) 3 345' TO o 6J2L 7 `� OY 6J2U LIMIT LINE fO 2 06 — OG 08) 5 7 A NEW 1 C., 3#6 1#8 f 7 R9-3 4 NEW "C., 3#6 1#8 ©�A OS 6 Ic 06 - 06 PR. CURB & GUTTER DETAIL"A" - P — — — — — — 12", 4-SECTION VEHICLE HEAD R/W 8 1 3 R/W q NO SCALE PR. CURB & GUTTER O 2 GENERAL NOTES CONT.: 8 O 12. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY ENGINEER EQUIPMENT SCHEDULE �� _ OR HIS REPRESENTATIVE. Ic SIGNAL HEADS 4LOC -- 6 - POLE DATA SIGNAL L.E.D.• AND MOUNTINGS RED. PUSH BUTTON POLE .• a I.I.S.N.S 13. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "B" "E" "C" 8 O 04 O SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. _ C A 29-5-100 30' 55' 15' 166 SV-2-TA _3-MAS - - - - AS SHORN - 12' Alberhill 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 w 2-MAS OB 19-4-100 30' 30' 15' 166 SV-2-TA - - - - AS SHORN - T Nichols Rd I w F-12' `� ECR INTENDED OPERATION. 4-MAS ° r OC 29-5-100 30' 55' 15' 166 SV-1-T SP-1-T - - - - 12' 5' Alberhill Ranch Rd v —T'A a NOTF 'e'ANaro• vo�E F=18,12',5' GruENsays sEE 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR OD 1-A 10' - - - TV-2-T - - APS 06 IN 14' - 4' - I scNEauTE GR AS GrREmEG PHASE IDENTIFICATION. BY ENGINEER 1-TS 3 E O 19-4-100 30' 30' 15' 166 SV- - APS 06 - 14' 4' Nichols Rd 'M .•O 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. SV-1-T* 2-MA IN III Of F 15TS 30' - 15' 166 SV-2-TA - SP-1-T - - - 14' - 4' - - 17. SEE CALTRANS STD. PLAN ES-1A AND ES-16 FOR SYMBOL AND ABBREVIATION LEGEND. Ic ALL EQUIPMENT IS NEW SEE COUNTY TRAFFIC SIGNAL HENS ♦LUMINAIRE SHALL BE LATEST GE LED, MODEL (INTERNALLY ILLUMINATED STREET NAME Of 18. ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION. DETECTION ZONES FOR VIDEO DETECTION NO. ERLH-0-13-C3-40-A-GRAY OR APPROVED EQUAL. 6' 13 4' 12' 12' 6' CF SYSTEM ARE SHOWN AS A GUIDELINE ONLY AND ARE NOT A PHYSICAL INSTALLATION. SIGN) STD. DRAWING NO. 1200, EDGE-LIT STYLE. A 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 I 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV _ PROPOSED SIGNAL PHASE DIAGRAM PRIOR TO ORDERING POLES. UUUU 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 <N 21. ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. - ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 1 w 7HE EXACT LOCAAaV O-EXISANG THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION I �0 OVERHEAD U77LI77ES SHALL BE 01 02 03 04 AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS I VERIRED BY AHE COV7RAC7OP IN 7HE _ PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR O FIELD. AIE ENONEER ASSUMES NO ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT LIABILITY AS lO AHE EXACT LOCAAaV REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE OF SAID LINES NOT FOR U77LI77ES OR NOT USED NOT USED CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR IRRIGAAOV LIVE HHOSE LOCAAOVS 20 10 0 20 40 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 16U ARE NOT SHORN. 05 ~06 ~ 07 08 BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR \ STRUCTURES CONCERNED BEFORE STARTING WORK. ALBERHILL RANCH ROAD SCALE IN FEET 1 inch = 20 ft. MARK REY/S/OIUS APPR. DATE THESE PLANS HA4E BEEN RENEWED FOR COMPLLANCE 077H AHE PREPARED BY, 'SFAL LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRIATE C01VDI77ONS OF DEWLOFAII T AND/OR C17Y AND STATE QR0FESS10, TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING C/TY OF Lf111rE ELS/MORE SHEET LAHS AND A PERMIT MAY BE IS5•UED. mac° H C.Yp,�F 6 0 5o"tn ake A, s"It,500,9a,aae"a.C.9 P6 (626)796-2322 yP �( y •2 ExecullveEClrcIe,VSulteII—Co 92614 (949)625-61]5 Q p i 4 2 R rr er Street,Sate 100,Say Dmq.,CA 92111 (656)396-6656 ALBERHILL RANCH VTTM 28214 3/1/2023 P y 2/15/23 .I D 311.2023* SCfiLE. o B�Cy,�K• TRAFFIC SIGNAL PLAN OF SHEETS BRAD BROPHY, NO. 84899 DA7E KALYAN . YELLAPU D47F Tyr CIV1V p2 AS SHOWN ALBERHILL RANCH ROAD FILE No. CITY TRAFRO ENGINEER R.C.E. No. 75023 For CA�AFO AT NICHOLS ROAD CITY OF LAKE RSINORE DATE. 212123 GENERAL NOTES: CONDUCTOR SCHEDULE EQUIPMENT SCHEDULE POLE DATA L.E.D. SIGNAL HEADS RED. PUSH BUTTON POLE LOG.• P CONDUIT SIZE AND RUN SIGNAL AND MOUNTINGS 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM CI THE REQUIREMENTS 8, THE CAIFORNIA MANUAL OF AWG SIZE "�" LLS.N.S TRANSPORTATION, STANDARD PLANS((AND STANDARD )S)PECIFICATIONS 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 REQUIREMENOTS,THE ECITYC OF LAKED EESI4&E REQUIREMENTS,RIVERSIDE NDSI THE TSPECIALRPROVISIONS FOR E QQQQQQ w 3-MAS CABLE TYPE A 29-5-80 30' S0' 15' 250 SV-3-TA - EXISTINGEXISTINGEXISTING Alberhill Ranch Rd THIS PROJECT. 1 2 3 4 5 e ECR F=20',12' N0.14 CABLES A 01,02,03,06 04PPB* — 2 — — — — NOTE:FOR"A,"B"AND'C" O 26-4-80 30' 40' 15' 250 SV-3-TA - - - - - EXI STI N G EXI STI N G EXI STI N G Lake St 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND 1 o1MENsrays,sEE vaSE KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND �'2 B 02,03,06 06PPB*2 1 2 1 - - - - scNEou�E oR As 81REc/Eo 2-MAS MOD FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE BY ENciNccR CO 61-5-100(RL) 30'(RL) 45'(MOD) 15'(RL) 250(RL) SV-1-T(RL) F=12' SP-1-T(RL) - - - - 9.5' 3' Alberhill Ranch Rd (RL) CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES C 02,02P 08PPB* - - ( 1 e DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. D 03 02PP6 - - - 1 q1 N •�' DO 1-A(RL) 1O'(RL) - - - TV-1-T(RL) - - APS(N) - - 8.5' - 3' - 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND E - 02PPB - - - - - p - e m e " OE 15TS(RL) 30'(RL) - 15'(RL) 250(RL) - - - APS(N) - - - 12' 3' - UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILES ITYO F THEED CLOUNTRACDING TOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY 3 F 01,02 04PPB* - - - - - F 1-A(RL) 10'(RL) - - - TV-1-T(RL) - - - - - 6' - 3' 0 CF ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED; *INSTALL ® 17' HEIGHT. SEE COUNTY TRAFFIC SIGNAL IISNS 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY (INTERNALLY ILLUMINATED STREET NAME SIGN) CONFLICTS PRIOR TO ORDERING POLES. H - - - - - - - - (RL) = RELOCATED. ♦LUMINAIRE SHALL BE LATEST GE LED, MODEL 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE TOTAL CABLES - 12 CON / 3 CON 2 1 4 2 21 2 2 2 �f 3 4 A POLE LOCATION DETAIL (MOD) = MODIFICATION. NO. ERLH-0-13-C3-40-A-GRAY OR APPROVED EQUAL. STD. DRAWING NO. 1200, EDGE-LIT STYLE. SPECIFIED. #8 GROUND - - - I - - - NO SCALE ACONTRACTOR TO SURVEY POLE LOCATIONS 6. ALL RED, YELLOW, AND GREEN SIGNAL INDICATIONS, AND PEDESTRIAN INDICATIONS SHALL BE LIGHT EMITTING #10 LUMINAIRES 2 2 2(N)2(N)2(N) - FOR POTHOLING PURPOSES PRIOR TO DIODE (LED). SIGNAL LENSES SHALL BE 12" WITH BLACK METAL HOUSING, TUNNEL VISORS, AND BACKPLATES. _ REMOVING EXISTING POLE. #12 IISNS - 2(N)2(N)2(N) - 7. THE LOCATION OF SIGNAL POLES, CABINETS, AND OTHER EQUIPMENT SHOWN ON THE PLAN IS APPROXIMATE. THE VIDEO COAXIAL CABLE 1 2 1(N)1(N)1(N) 2 AJEEXACTLOCAAa✓O-EX/SANG EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR ENGINEERS REPRESENTATIVE. VIDEO OY£RED B UAL/AES,SHALL R VIDEO POWER CABLE 1 2 1(N)1(N)1(N) 2 (FR/F/ED BY 7NE CaVTRACTOR/N IF/E 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. IISNS SHALL EVPE 1 2 1(N)1(N)1(N) 2 /7EW.. 7HE ENONEER ASSUMES NO HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. IPERCENT FILL 19% 27% 27% 18% 21% 22% LIAR/VTYAS 70 7HEEXACTLOCAAaV CONSTRUCTION NOTES: CONDUIT SIZES (INCHES) 3" 4" 3" 4" 4" 2-4" OF SAND LINES Nat FOP U77LI77ES OR 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. IRRIGATO✓LINE WHOSE LOCATOVS I i Y EXISTING ECONOLITE ASC/2S-2100 TS2 TYPE 2 SYSTEM CONTROLLER WITH FULLY WIRED 8-PHASE NEMA TS2 TYPE 2, "P" CABINET, ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. ARE NOT SHOWN. I� EMERGENCY VEHICLE PRE-EMPTION, ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM, AND BATTERY BACK-UP SYSTEM TO REMAIN. THE 10.PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER (N) = NEW. CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY COMPONENTS TO COMPLETE OPERATIONS AS SHOWN ON PLAN. CALTRANS SIGN SPECIFICATIONS R10-3. CONTRACTOR SHALL PROVIDE APS PUSH BUTTON CONFIGURATOR DEVICE * FOR FUTURE USE IN CONTROLLER CABINET. 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 30A LIGHTING CIRCUIT TO REMAIN. 11.ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. NEW SIGNS ON THIS SHEET � 1-. RELOCATE EXISTING SIGNAL POLE AND ALL EQUIPMENT ATTACHED COMPLETE TO NEW POLE LOCATION AS SHOWN ON PLAN. REMOVE EXISTING 12.CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY ENGINEER OR HIS FOUNDATION COMPLETE SUBJECT TO FIELD CONDITIONS. ROTATE PEDESTRIAN AND VEHICLE INDICATIONS AS NEEDED FOR INTENDED OPERATION. REPRESENTATIVE. R10-12(MOD) R73-3(CA) R9-3 (30"X36) (36"X36' (18'X18- 4 RELOCATE EXISTING SIGNAL POLE AND ALL EQUIPMENT ATTACHED COMPLETE TO NEW POLE LOCATION AS SHOWN ON PLAN. REMOVE EXISTING PROPOSED SIGNAL PHASE DIAGRAM ❑ FOUNDATION COMPLETE SUBJECT TO FIELD CONDITIONS. ROTATE PEDESTRIAN AND VEHICLE INDICATIONS AS NEEDED FOR INTENDED OPERATION. 13.ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS SHALL BE LEET TURN COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. YIELD PROVIDE MODIFICATION NECESSARY FOR SHORTER MAST ARM AND INSTALL NEW TENON AND END CAP OF MAST ARM. ON GREEN 5❑ INSTALL TRAFFIC SIGNAL STANDARD MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR ES-7N, DETAIL "U". 14.CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S NOT USED RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. • NOUTURN 15.ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE NO U TURN 01 -- 03 mq REMOVE AND SALVAGE BULLDOG PUSH BUTTON AND INSTALL NEW APS PUSH BUTTON WITH SIGN PLATE R10-3 (9N12"). IDENTIFICATION. 7❑ ADJUST VIDEO/RADAR DETECTION ZONE TO ACCOMMODATE NEW STRIPING ALIGNMENT. 16.UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. NOT USED NOT USED NOT USED ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. 17.SEE CALTRANS STD. PLAN ES-1A AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. 05 06 07 08 18.ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE SHOWN AS A GUIDELINE ONLY AND ARE NOT A PHYSICAL INSTALLATION. EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. 19.ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE CITY R/W YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. R�// — 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV CAMERA, Ah W OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. 1 O _ EX. R9-3 EX. R3-4 B m _ 21.ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. 02 — — E1X. R9-3 AND R13A(CA) (®1T HEIGHT) — R/W 06 — g LAKE / 6 _ 1 I 03 \ 03 03 Y a PUT. MEDIAN _02 9 _ 7 \ TRE.ET(5Q (0'r0 1t0fi_ — — — — —0 � �S MPH) _ — — — — — — — — 01+06 = — 01 EX. R73-3(CA) — t° — — — — — 34 - - -- — N \ N 212L IOU 3 — FLIT. MEDIAN = \ R3-1-8_ �' \ 2I2U LIMIT LINE _ 212L 02 \ O Ic — _ 02 O 3 (POLE F) }I--- \ o (POLE E) CCTV R9-3 R9-3 I 02P 02 h \ � 6 0 R/W — — 5 4 \\ \ \ EX. BBS \ EX. 2"C., 3#6 1 3 4 (POLE C) - EX. 2"C., 2#10, 2#12 2 0 O R/W _ a EX. 3"C., SERVICE CONDUCTORS "1 SCE HAND HOLE 3 (POLE D) _ O \ 0 UNDERGROUND STRUCTURES LEGEND a ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 4 0 0 _ THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS EM— VIDEO DETECTION ZONE (BIKE & VEHICLE) a PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT — VIDEO DETECTION CAMERA REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE 20 10 0 20 40 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR — EVP STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR tr — MAS ARM MOUNTED SIGN SCALE IN FEET STRUCTURES CONCERNED BEFORE STARTING WORK. ALBERHILL RANCH ROAD 1 inch = 20 ft. MARK REV/S/OWS APPR. DATE 7h'ESE PLANS H44E BEEN REKEW£D FOR COMPLIANCE 077H 7NE PREPARED BY, SSA LINSCOTT, LAW&GREENSPAN, ENGINEERS Q APPROPRIATE CONDIAONS OF DEVELOPMENT AND/OR C/7Y AND STA7E QROFESS/pM1• TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING C/TY OF LAKE ELS/MORE SHEET U LAWS AND A PERMIT MAY BE ISSUED. s P G-tn Lk.A s"It,50D,9a,ad—,Ca 911P6 (625)796-2322 yP �( y •2 Executiv Cllcle,V Sulte 250,ll—,Ca 92614 (949)625-6175 1n Q p 4 2 R�f1 St—t,A-100,Sa Nm90,CA 92111 (656)300-6600 ALBERHILL RANCH VTTM 28214 3/1/2023 P �, y 2/15/23 v. 317 023E 20 3* SGiLE.• BEWH AiI TRAFFIC SIGNAL PLAN OF SHEETS KALYAN YELLAPU sr C1V1V �+`•P AS SHOWN LAKE STREET BRAD BROPHY, RC NO. 84899 DATE DATE •ar ae FILE No. C/7Y TRAFRO ENGINEER R.C.E. No. 75023 Fp1 110F AT NICHOLS ROAD C/7Y OF LAKE ELS/NORE DATE.- 212123