Loading...
HomeMy WebLinkAboutALBERHILL VTTM 28214 TRAFFIC PLANS DELTA REV 2 11-27-23 - Copy SIGNING AND STRIPING PLAN CONSTRUCTION NOTES NEW SIGNS ON THIS SHEET E 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) R1-1 W73A(CA W74(CA FRI 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-) (WX36� (36"X36�) (12-X18") (36"X36") (36"X36'3 (36"X36�) aREMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. � NO F21 INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. RIGHT LANE IY HROUG REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. RIGHT LANE 2a 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 LA E I STOPPING STOP TURN$RIGHT TRAFFIC +-. 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 I ANYMERGE � TIME LEFT +-. INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. PA INSTALL 12" SOLID WHITE STRIPE AT 45'AND 25' SPACING AS SHOWN. +-. INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. [21 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A ®200' O.C. 8 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. +--. INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A ®100' O.C. S TREE T(50 MPH) 11 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A208, DETAIL 27B. - R/W rl 21 INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. - _ - - / I SIGNAL" 3 W4-2(L) R26(S)(CA) CONST. CA " tt (105•) 11 (720') 6 (2,035') 0 8 (155') EX. EOP I I �n 12(1,550') "AHEAD" E W3-3 / FUT. MEDIAN EX. EOP + _ — - ---TJ -+ — - - — - - - - - - - — - - - - - - - - - - — - - - - - 11 90' OPENING f -- ---- - _°_ "" - - - - -- - - - - - - - --- - — — - - --- AKFj - �1 15 ' �iJ6 - � _ — — — — — -TAPER N. �_ - __ _ _'_ _'_'_ 4 — — __ ____ 57 —8 I-175' _ 600' TAPER oO - � - - - -- - - .- -- -- -' - - - - - - - - EX C/L 600' TAPER ,� 34.�r.� - - - - _ _ - ---- ---- - --- - ------- r` a � rq PR. CURB & GUTTR oN :^I�YI Cq EX. EOP-\ 6 (176 ) 3 R26( )( A 1 3 R26(S)(CA) 3 R26(S)(CA) / 3 R26(5)(c / -3 11 (1,785') 2 2 ) / 1 O PR. CURB & GUTTER CALIFORNIA ED/SON Q A Q SOUTHERN CAL/PORN/A ED/SON A Q EASEMENT REC. MARCH 1, 1990, a e' EASEMENT REC. MARCH>, 1990, a - =W h /NSTR. NO. 075098, O.R. 2 W h U =W h 2 /NSTR. NO. 075098, O.R. Z h 0010 R OO sz, 2 Oo+�� V"� 2 X:T`OP �� 1 a L� h h.:b 2 W N1^ I� h� a o+"Nih / f PR. CURB & GUTTER \ \ c' h o�° pMN'�N'� Oy�.ryN L Rr PR. MEDIAN \ \ \ =W� 2 N LZ \ I- Lu L, W W N RD � O�h ^ Q ^ Q ^ Q ^ e ° NCH ate^ a a� 2 a� �� 2 " =W� 2 KILL ���� 2 k,��~o ���� 2 z�� R � �o � ��o � ALBS LAKE STREET 50 MPH) 3 R26(S)(CA) R26(S)(CA) yy15 R -7 J - - - - - - - - - - - - - - -R 3_ - -�, - - - - (150') 1 26 E FLITI�MEDI N CURB EX. BERM 11 (1,145) 12(765') O 3 EX. EOP / \\ - - 2 15(190') ri.��W9-(L) 11 2 15 (loo') + FLIT. MEDIAN 11 (720 3 R26(S)(CA) 12(1,550') 1 6 (2,035') R26 )(CA) �— 1 CO + CONST. CA __N__ _ 0' OP G N ; N 3 TAPER — _ - - ----- ----- -------- - ---- -__-------- - ----------------'I--------------------- - - — — - - _ ___- -- _- ___ ___- ___________===='w=====_____ ---------------------- _ __ --_- N - -_ 4 __ _ _ Y S - — _ — �t co W� — — 5 _ _ 4===_ - _ w -860 TAPER- EX - - - - i�-- - - - 00 DER Cq SAFER 50' Af€ +r N 860' TAPER C/L iv N --- - `� 390' TAPER ~' _ N 0 860' TAPERA 0 PENING x 0 rCCO 1-4 VI� --- -- - -- ------ ON--�--- --- --- -- - N----- -- ------ -- -N- - - -H - -- �`J ---� -- --- --_ I-_l tJ _ �' ------_-_---- - ----- ----- PR. CURB & GUTTER "V l�l W74(CA)• - - - -- ---- - R26(S)(CA) 3 (1.785)11 - - - - - R26(S)(CA) 3 - _----_ ----__-- - - - _--- - -- _ -- - - R7-1- _-- --- _- c R3-7, (1,760') 6 SOUTHERN CALIFORNIA ED/SON (190') 8 R26(5)(CA) 2 1 3-7 3 2 R3-2 5 8 (100') 6 (200') N R26(S)(CA) 3 EASEMENT REC. MARCH 1, 1990, 2 R3-7, 15' 15 1. SIGNING AND STRIPING GENERAL NOTES /NSTR. NO. 075098, OR. R26(S)(CA) 3 (,00')t5 3 R7-, 1t W17O3AO(CA), 71 1 1 2 R26(S)(CA) 3 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 Dom' 21 SOUTHERN CAL/PORN/A ED/SON 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 Lrj 2 6 SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, SHALL BE REAPPLIED BY THE CONTRACTOR. EASEMENT REC. MARCH 1, 1990, /NSTR. NO. 075098, O.R. 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 8_ 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 B 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE PUBUC WORKS INSPECTOR. 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY STANDARDS 422A, 4228, AND 422C. 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. h EXISTING SIGN TO BE REMOVED 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. h PROPOSED SIGN G 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. OS 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. MARK REVISIONS APPR. DA7F THESE PLANS HAVE BEEN RENEWED FOR COMPLMAI If97H THE PREPARED Br- 'Sr& LINSCOTT, LAW& GREENSPAN. ENGINEERS OFESSI TRANSPORTATION PLANNING TRAMS ENGINEERING - PARKING EL C17Y OF LAKE S/NORE SHEET - APPROPR/ATE CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STATE pEUN LAWS AND A PERMIT MAY BE ISSUED. A M Isic>>9e-zrz A2 RENSE PLAN TO SHOW POWER POLE LOCA77ONS, OVERHEAD LINES, AND NRL 10/24/2024 "P<n 1 =-.IN.,".A s.C."+ az�s„s —�,+�r`&," —,W. xI CA 92+1+ �,3� ALBERHILL RANCH VTTM 28214 Q SCE EASEMENTS /J / x v`51 v 3/1/2023 2/15/23 4 No.2833 SCALE , w,RK. SIGNING AND STRIPING PLAN °FSHEETs KI H. PREAP Ezp.3/31/22 a AS SHOWN LAKE STREET BETWEEN BRAD BROPHY, RCE NO. 84899 A4TE Li47E sr TRAFFIC �` FILE No. C17Y TRAFFIC ENGINEER R.T.E. No. 2833 F OF rrvF° ALBERHILL RANCH ROAD C17YOFLAKEELSINORE DATE 212123 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 a EXISTING TO REMAIN UNLESS NOTED OTHERWISE. _ a_ EXISTING STRIPING & MARKINGS TO REMAIN SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS'AND SECTION 85"PAVEMENT PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY REFRESH EXISTING STRIPING IN KIND AS NOTED ON PLAN. MARKERS"OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION(CALTRANS) APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE El STANDARD SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. ___ ';'___ EXISTING STRIPING & MARKINGS TO BE REMOVED OR CITY STANDARDS. SHALL BE REAPPLIED BY THE CONTRACTOR. ED 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 2a REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. _ �►_ PROPOSED STRIPING & MARKINGS NOTED ON APPROVED PLANS. PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC a INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. 0 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 a INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. I> 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 6a INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. ` PROPOSED SIGN BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS a 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 TO PORTLAND CEMENT. ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. / 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 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, 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 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. @(405') BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. INSTALL THERMOPLASTIC TYPE I ARROW MARKING PER CALTRANS STD PLAN A24A. 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A 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 TEL. ESPAR POSTS OR ON EXISTING STREET LIGHTS PER yr 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, 2a5 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A ®200' O.C. DIAMETERS. 4068, AND 409. R� l l50 M E R3-1, C CZ 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 IC OLS iy. r�`gEf �1 H �+ RIB' / NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR YARD. PUT. R/W J E R26(S)(CA) TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. .> \ \ FUT. CURB & GUTTER 15 / --.=N• tes r, EX. BERM 2 E R3-1 1 o \ \\ \1 \ \ \ 5 ly FUT. R/W \ �y02 FUT. CURB & GUTTER \\ \ / / `'• �/ to 2 O V \ etl O /- O~y= EX. EOP - O �I �04i0 \ e N. j (630')11 `�QCQi-�"1�=ti 1 �''•- q % 3 R26(S)(CA)- A 0=�h L '7 � ' N• / i FUT. MEDIAN o N N EX. CURB 1 1 a. / N a Woo a^ 5 /t�.� (150')$ \ 1 ./ "L CA p• / FUT. CURB & GUTTER 1 RIB' , _ O R26(S)(CA) 3 26(S)(CA) 3 R2-1(50)a� _ "` I 1 PR. EOP LAKE / c (765')12 R26(S)(CA) 3 (1,145)11 _ \ _ -'+, p - - (2,035) 6 , FUT. MEDIAN _ - .;�._ p - - - - - - EX. BERM EX. CURB W - =" 8 (160') / � - Lo _ — / ^ 4-7-=3-'-:: -A- PER- _- _ . & GUTTERL_435 0 --------------- - --- --------- --------- Lc1 = — �4 PERK- 5 -ill- - - - - - - - - - - R12� -43"61- CO,� CA 390 TAPER —< T-CINE-- — - 1 _ �Iw I \ y -- -- $ (21 W3-3 2 W3-3, 3 —R-/W---- R2�5�(EA ---------R_3-_7 2 R26(S)(CA) (600.)14 - - ----- -- __ 21 PR. CURB & GUTTER _ R26(S)(CA) -� (1,040)11 R26(S)(CA)2 R26(S)(CA) 3 D eSOUTHERN CALIFORNIA EO/SON m --- - _____ 1 N I H E E T 3 0 F $ P EASEMENT REC. MARCH 1, 7990, ck _ /NSTR. NO. 075098, O.R. S 2 a � WV 2 0°� Ax�' Z o` b 2 �pO W p 0�- E R26(S)(CA) SOUTHERN CALIFORNIA ED/SON 2 m nm OVW O _ �ti 12(4os') T M 1 S TREE P A M N N. A. � Q � ,� �__. - - 1 AHEAD" "SIGNAL" w^ � � ��W� EASEMENT REC.FMARCHE�/5990, Om=Ocwo aO _ ---- _ - W3-3, y\O� 2 /NSTR. NO. 075098, OR. v 30 W p coy. o -- - R26(S)(CA) E o k(nkR�^^ co +,,__,- _.--___ - _ N EX. CURB h 0Q km�o`^~ R=zs2s — — — — ��_ NEW SIGNS ON THIS SHEET - R3-7 R26(S)(CA) W3-3 a (38'X38'7 (12 18") (30"X30") Oy _ ?75 132 TAPER N RIGHT LANE NQ • w N ,n —� -�� 7 PR. EOP — —�— - MUST STOPPING CA — — - -_y ___ 71 EX. EOP TURN RIGHT ANY 3 R26(S)(CA) — — — — — — — — — - TIME IE - 11 (630') o _ 10 � PUT. MEDIAN 40 20 0 40 80 — - R/yy _ n SCALE IN FEET FUT. CURB & GUTTER 1 inch = 40 ft. MARK RZWS/ONS APPR. DATE rHESF PLANS HALF BEEN REVIEWED FOR COMPLAWCE WOH 7HE PREPARED BY., SEAL OFESSI LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPWAF CLWD1770NS OF DEVELOPMENT AND/OR C17Y AND STATE C•' TRANSPORTATION PLANNING - 7AFFlC ENGINEEPoNG - PARM CITY OF LAKE ELSNORE SHEET LAWS AND A PERMIT MAY BE ISSUED. �OEUN a o600 SoulM1 La4e Avenue.Suite 500,Paea6ena.Co 91106 (626)796-2322 Q2 RENSE PLAN TO SHOW POdY£R POLE LOCA710NS, OVERHEAD LINES, AND NRL 10/24/2024 'P Ti2 •2 Exeeutiro C11.1 9ulte 250,Irvine,CA 02614 (949)K y 625-6175 i^ o 2 RWioe.Sheet.Solt.10°.Sao DIe CA 92111 (656)3°D-660 ALBERHILL RANCH VTTM 28214 Q S.C.E. EASEMENTSW 3r v s;3 " 8 3/1/2023 2/15/23 * No.2833 * SCALE: y �, SIGNING AND STRIPING PLAN OF SHEE75 K�IAA H. PREAP 1?E>rp,3/31/22 r AS SHOWN LAKE STREET BETWEEN W BRAD BROPHY, NO. 84899 LWAF R.T.E. No. 2833 a07F 9�, TRAFFIC op? F/LE No. o COY7UARCENGINEER OF O,uf ALBERHILL RANCH ROAD COY OF LAKE EZSINORE DATE- 212123 AND N G H O L S ROAD SEE SHEET 2 OF 8 NEW SIGNS ON THIS SHEET LAKE ST R5-2 R20D-1 CA) R82A(CA)�MOD) R3-7 R26(S)(CA) R1-1 R3-5(R2 W1-4(R, h 2 (24"X24") (30"X9 (3 "X1 '�X (36"X367 (12 187 (36"X36") (30'X36) (31-4( ) I 5, OVER 5 TONS '�"-�""'µD 2;1111�'M NO 12 12' 12'12' II 2 EX. CURB SUNAYSDAY thru FRIDAY RIMUSTE FUT. MEDIAN R nl PR. CURB & GUTTER HOLS 1�2^ h 2 SUNDAY$and HOLIDAY$ STOPPING STOP FUT. CURB & GUTTER PR. EDP 17 (95) EX. EDP i TURN RIGHT ANY ONLY f FUT. R/W '� 4 15(100') 3 R3-7, a h TIME R21(S)(C ) 1 2 3 R26(S)(CA) R A EX. BERM - - - - 1 3 R3-1 W1-7 R3-18 R6-1(R� (3-X36- R6-1 R), a (48"X24") (36'X36-) (54"X18) (30"X36� W73AI W74(CA� W3-3 TYPE N(CA) � - _ ox TYPE N( A) 3 21 h h o 1 21 20 o --- --- - - - 9 -=- o�E wAv SPEED s _ - .«< _>< - - _.,�•�^N � 3 R2s(Sj(CA) a � RNS R`G TRAFFIC a DO - EMIT = ) MERGE �� a '•, LINE � TU HT _ __ rn _ ,4�600 FU SIDEWALK --R=4fr753`C 272'! _' - - _' w F T. CURB & GUTTER Sp. (50') 8 18 I u � � � — 1 P e \ h 2 s 90' OPENING -_I ---� �� 3 R26(S�CCA EX. EDP I N i ST ) FUT. MEDIAN 3 WYPE.N(C R s (915') 12 750' R ( ) - v Nam.=•_ 1 O` 4 EX. BERM 3 R20D-( 2 5 _ ------- -- N (Sp EX. CURB �I R82A(C 6 (245') 2 1 �^ _ - -- ---_ \ MaH) FUT. R/W 3 6 12' 11 12' 12' 12' 42' 2 R20DR5-2-1(CA), R26(S)(CA) 3 JIW 3 R1-1, - -'-- ENING _ \\ \ 3 R26(S)(CA) y0, FUT. CURB GUTTER I R82A(CA)(MOI (100')15 R3-7 3 (20) 8 �R3-5(R) -_ \ \ d, Al (too') LAKE ST o DWy 21 (270•) s (1757 R w ° N ems' \_� '"�_ \ 2 SEE SHEET 2 OF 8 PR. CURB & GUTTER V 2 R7-1 N N o W �% \ 12(760' u 2 R3-7• \ \ \ `` R26(S)(CA) 3 \ � A 2 2 ^ � PR. CURB & GUTTER (100')15 5 e h 2 h 2 0 2 ^ h � E W7-7 R3-7 3 1 ^ \ ;9D• R N ^ ry7 2 R1-1 �= �QRf. •` \ 3 R26(S)(CA) a a s a FUT. CURB FUTURE R 1 (20') 8 CHOLS R N ROAD(50 MPH) (915') ALK ) 8 (915' 5 J 1 5 2 R2�- 58}- +T, 2 R1-1 26g. .(\C\ \a F T. SIDEW / a1 s\ � \ F CURB & GUTTER 3 R26(S)(CA) 1 2 W3-1 3 R26(S)(CA) EX. EOP 74 CA) , 8 (265') ^�/ I- - 2 3 - JO �__=7 � - + -4 R). \ \ \ ON T _ - -- r N N R=610, 63 R26(S§'Q 3 W7 N ¢ )11V%ii-� 27 A) N \ \ O I - - —a'=' N 90' OPENINGS � F, 1� �: ------ ------ os - - N---- ----- ------ --- ---- (725') s ------- — — — — — \ `o ��.fC L 0' TRANSI PR. CURB & GUTTER_ \ PCs v�T� o 23� _ 4_— — — 215 _�--- 2+6 - —- �,—+- ---- 7-,< —- — _ — - w R26(S)(CA) L, 'r col 44 /L K1 o N W '0 ' S0' 11 50 LIL-INE _ _`O IM _ _ _ - - - - N - � `.,-'I — —El — — — — — R/W — — — — 5 FUT. MEDIAN SIGNING AND STRIPING GENERAL NOTES CONT. 21 (725') s (760')12 FUT. MEDIAN 5 R1-1 2 R26(S)(CA) 3 1 2 SNS, 3 R2-1(50) 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY t 21 R26(S)(CA) 3 PR. CURB & GUTTER R26(S)(CA) 3 R1-1 BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL 13' kid ��11 PR. CURB 12 (480') ACCEPTANCE OF THE IMPROVEMENTS. & GUTTER 1 6 (1295) 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC i TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY APPLIED 1 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 I CONTRACTOR. 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN E❑ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. INSTALL THERMOPLASTIC TYPE VIII ARROW 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. ALBERHILL RANCH RD 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. SEE SHEET 5 OF 7 STANDARD SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS PAVEMENT MARKINGS WILL NOT BE ALLOWED. 2 INSTALL 12" SOLID YELLOW STRIPE AT 30' OR CITY STANDARDS. 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-. 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 --. - NOTED ON APPROVED PLANS. HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT. AND 25' SPACING AS SHOWN. ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. 5 INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. � F21 INSTALL THERMOPLASTIC TYPE VII(L) ARROW 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR 8� 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 6u/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 A20B, 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. P 18 INSTALL 6" LANE LINE EXTENSION PER CALTRANS STD PLAN A20D, DETAIL 41. 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. y 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. INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E. I 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 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. n2l INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. 1`1 EXISTING SIGN TO BE REMOVED 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,PROPOSED SIGN 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. f r231 INSTALL THERMOPLASTIC TYPE I ARROW MARKING PER CALTRANS STD PLAN A24A. 0 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED SIGNALIZED INTERSECTION CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE 40 20 0 40 80 1 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 DIAMETERS. BEGIN/END TAPER/TRANSITIONS a SCALE IN FEET 1 inch = 40 ft. <� MARK REVISIONS APPR. DATE 7HESE PLANS HAVE BEEN REWEWED FOR COMPLLANCE WN THE PREPARED SY. s LINSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/MORE SHEET 0F�$10 TRANSPORTA110N PLANNING - 1RAMC EN(MNCFRING - PARgNG APPROPRGI7E COND/710NS OF DEI�ELOPMENT AND/OR C/TY AND STATE LAWS AND A PERMIT MIAY BE ISSUED. P,Z,OEUN a p 600—-A—.wlu sao.P"." .C-epos csze)T9s-z z: 02 RENSE PLAN TO SHOW POWER POLE LOCA IONS, OVERHEAD LINES, AND NRL 10/24/2024 'P Ti . utm CiI s II zso,i,.:,.,C"9zeu (919)W-61]5 sc.E EASEMENTS y '«2 R91„,«S1r<-1,sulk 100.=a"91.9P.CA 92111 999,wo-e ALBERHILL RANCH VTTM 28214 8 3/1/2023 2/15/23 No.2833 SIGNING AND STRIPING PLAN °FSHEETs H. PREAP �Exp,3/31/22 s AS SHOWN NICHOLS ROAD BETWEEN BRAD BROPHY E Ab 84M9 LH� L34TE 9r TRAFFlC pA FILE No. CITY7RI4III ENGINEER R.T.E. No. 2833 F of GJFO LAKE STREET AND C17YOFWi'IZSINORE DATE- 2/2/23 ALBERHILL RANCH ROAD 3 R26(S)(CA) NICHOLS ROAD (50 MPH) FUT. SIDEWALK FUT. SIDEWALK 6 (265') FUT. CURB & GUTTER R/W - - - - - - - - - - - - - �W FUT. CURB & GUTTER - - - - - - — _ _ _ — — — — _ to O 00 — _ — — — — — _ _ = — _ — — — — = = = = _ _ — — — — _ _ = = _ — — — — _ _ _ _ = — — — _ _ _ _ _ — — — Cr EX. EDP M O 1 3 R26(S)(CA) 3 R26(S)(CA) `c w =__"�`� 3 R26(S)(CA) 2 W1-4(R) 3 W1-4 R), FUT. MEDIAN 3 R26(S)(CA) PR. EOP CA 21 21 11 ,835' o w M �--___ 's PR. EOP C/L ( ) FUT. MEDIAN R26(S(CA) Ellc - > l� N N ____ - - - - - - - - - _ 3T"_ _ 3 3 - 3 3 3 3 4 I � y� - t5 w w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o~ _ :S 6 _ • - -`--_ W "-- -------------------------------------------------------------------------------------------------`"'-~`----_=____-----_--------------------=______________________ --- ac"'z--- INE 50 6v--"-T_ ------------------------------- ` N f t"rzj N ______________ _____ — — — — — — — — — — ___ __--____ ______ ______ ______ ______ _-------------------------- VE. W — — — — — — — — — ---- N - - - — — - - — — - - R/w - - - - — — �126(S)(IA�) - - - - - - - - — W9-1(( W2-2 R) �.IIIER R26(S)(CA) 3 (480')12 R26(S)(CA) 3 PR. CURB & GUTTER R26(S)(CA) 3 1 (950') $ R26(S)(CA) 3 R26(5,IR 3 PR. CUR (s (1295') 6 v FUT. SIDEWALK 5 4 FUT. CURB & GUTTER NEW SIGNS ON THIS SHEET R28(S)(CA) 0-X 3 W6"X36" W4-2(L� 30-30-) W2-30-) W2-2(A100) TYPE N(CA) Wl 36N36� R26(S)(CA) \ (12 187 (30"X30') (36"x36") (36"X36 (30"X30 (30"X30 (30"X307 (38"X36'7 (38"X36) NH �'% FUT. MEDIANLEFT� 3 Wl TYPE N(CA) \\\mow l�T LANEJC'7 � < > <0 ENDS PR. EDP A V .�,(1' v W3-1 \ CA SS1 W1-7 R1-1 R2-1(50 (30"x30") (95D' $ 3 R26(S)(CA) o \ (30"X9") (48"X241 (36"X36") (30"X38"; o \- � A� TERRA COTTA RD SPEED PR. CURB & GUTTER �' "� -- o \� LIMIT STOP 19 N 11 (183 505') �� �\ ?p• \ _ 3 R1-1 5 \ W2-2((L), _ �= _ _ /// FUT. SIDEWALK (50 MPH) A 21 __�` _ ��ti �. 3 R26(S)(CA) =� _ _ FUT. CURB & GUTTER ROAD .d $ (50) 3 W4-2(L) R _ _ _ \\\~6\ _ FUT. MEDIAN 3 R26(S)(CA) R1-1 (RED FLASHER) 211 W3-1 R26(S)(CA) 3 \ - _ _ _ E R2-1(50) (YELLOW FLASHER) \ a5pi=== - - qq W1-7, 2O =—N.� — E 1 FUT. MEDIAN _ 4Q PR. EDP TYPE N(CA) E SS(CA)(MOD) 21 W3-1 21 �_ _ —F—- -i- _ CA 21 5 _ 21 v (YELLOW FLASHER)28 _ �_I 57 C— - — (755') 8` - -� LIMIT LINE 1 W2-2(MODj 3 SS ------- --- - - Wz-2(MODSS1 2S R/W Lc SIGNING AND STRIPING GENERAL NOTES R26(S)(CA) 3 E� X EDP- 2 Rz—,(so> 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 H SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS-AND SECTION 85"PAVEMENT PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET. ANY NEWLY I E SNS, - 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 R1-1 STANDARD SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, (RED FLASHER) OR CITY STANDARDS. SHALL BE REAPPLIED BY THE CONTRACTOR. 2. ALL TRAFFIC STRIPING AND SIGNING AND STRIPING PLAN CONSTRUCTION NOTES TERRA COTTA RD 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 ID TO REMAIN UNLESS NOTED OTHERWISE. WILL STRIPING OR PAVEMENT MARKINGS L NOT BE ALLOWED.3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. LEGEND 1❑ 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 REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. s 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. EXISTING STRIPING & MARKINGS TO REMAIN 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. i-. INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. ,_________- N ___ ___ EXISTING STRIPING & MARKINGS TO BE REMOVED APPROVED STENCILING STANDARDS. 5❑ INSTALL THERMOPLASTIC 6" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. E 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 6❑ INSTALL THERMOPLASTIC 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12. PROPOSED STRIPING & MARKINGS— — AT 15 FOOT INTERVALS AND "SPOT' THE PROPOSED PAVEMENT MARKINGS CALLED FOR THE 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. p EXISTING SIGN TO REMAIN STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED ❑ _ 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 v FIELD. TRAFFIC STRIPING. 11 INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. P EXISTING SIGN TO BE REMOVED a 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/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE CITY STANDARDS 422A, 4228, AND 422C. / 15 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. PUBLIC WORKS INSPECTOR. 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 2❑ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24F. / BEGIN/END TAPER/TRANSITIONS THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLES TO 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 1 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. 2 v 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. A 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 ®200, O.C. DIAMETERS. 4068, AND 409. 40 20 0 40 80 TA 12" LID YE OW STRIPE AT D 5' PA GAS SH9. 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 j:: NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR ALL NEW SIGN ONTO NEW POST AND CARM L ' SOLAPOWER RED OR YELLOW FLASHINGYARD. ON MODEL R247-F OR CITY APPROVED EQUAL. MOUNT FLASHING BEACON ABOVE THE SIGN. SCALE IN FEET TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. RDINATE WITH MANUFACTURER FOR OPTIMAL ORIENTATION OF SOLAR PANEL. 1 inch = 40 ft. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED MR COMPLIANCE WIAI 71YE PREPARED BY.• SEAL OFESS LINSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/WORE SWEET 4 APPROPRIATE CONDIAONS OF DEVELOPMENT ANO/OR CI7Y AND STATE ptti TRANsaoeraTM n.,wwxc - MAMC ExaNEEMNc - PAWING LAWS AND A PERMIT MAY SE ISSUED. � OEUN,p Q� 6 S. ,k.A. .,suit"669.P.�6 ,rA 1„ (626),96 2 Al INSTALLED STOP SIGN Ri-1 ON NICHOLS AT TERRA COTTA WITH RED FLASHERS NRL 10/24/2024 ��� P��32 "2Er utlwECbde.SW 30.Mne,Ca926U 9� ��6115 ALBERHILL RANCH VTTM 28214 Q AND ADVANCE WARNING SIGN (W3-1) WITH YELLOW FLASHER. (LEG, KIP) ?// S."�'�'6A 9211t 8 i%�/G��l 3/1/2023 2I15/23 4 No.31/ sCAL� L L UAW.. SIGNING AND STRIPING PLAN �sNEETs �H. PREAP Ezp.3/31/22 c AS SHOWN NICHOLS ROAD BETWEEN op BRAD BROPNY RCE NO. 84B99 LD17E L347E sr TRAFFIC FILE No. CITY 7RAFFIC ENGINEER R.T.E. No. 2833 F OF o ALBERHILL RANCH ROAD C/7Y OF LAKE ELSINORE DATE' 21212.E AND TERRA GOTTA ROAD SIGNING AND STRIPING PLAN CONSTRUCTION NOTES NEW SIGNS ON THIS SHEET E❑ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. R3-7 R7-1 R61-19(CA) W3-3 TYPE N(CA) R4-7 R1-3P I� REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. (36"X36") (36"X36") (48"X36") (30"X30-) (36"X36") (24"X30'7 (1 S-W) �1 REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY.STING S REMOVE EX IGN OWN. 31 INSTALL NEW SIGNONTO PT, S REETALIGHIT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. STOP • , ALL WAY a] INSTALL THERMOPLASTIC 6"/6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. TURN RIGHT ONLY ONLY Q > <> 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. 1$ INSTALL BIKE LANE LEGEND AND ARROW MARKING PER CALTRANS STD PLAN A24A AND A24D. SEE SHEET 3 OF B 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. 2� INSTALL 12" YELLOW REFLECTIVE THERMOPLASTIC CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F. I [�, III PP 4765437E 2 (3' SPACING BETWEEN 2' WIDE LINES) 26f36.56 I V III i PR. CURB & GUTTER I III I R2-1((35), E (65')16 �� I R81 CA) EX. CURB & GUTTER CH RDAD (70)12 1$ 'Mx I'I A FUT. CURB RR - - - - — �L cz�� (120 ')15 22 �_---- -- \ �- 90 OPENING 1� X 21 pPEN1N0 - 250' ----_ g SNS, 9p ps X-WA - k �-- - - - - - -RR1310 E / � EX. CURB & GUTTER ,L / — - _ — — — — _ o W14-2, E �ii� _ _ R�W (110')15 1 2 h IrII / I N R30(CA)(MOD) / 1 R61-19(CA) 3 (140')17 R3-7 3 1 III `FUT. CURB R1-1, E 21 R1-3P 1 PR. CURB & GUTTER IIII 2 0 / 21 J, PP 765436E EX. CURB & GUTTER III 2B-/25.04 R2-1(35) E �.. i W3-3 3 III R4-7, R4-7 E /3 TYPE N(CA) R1-1 50" TYP. Ri-3F' E / 12(15) E R81 C I 'o III I 26 R26 �SA)�CA) I I II �. do 3 Rt-t, I III R1-3P 21 / AD W1-7 2 \ PR. CURB & GUTTER SEEICHOLS SHEETR� OF 8 R7-t, E (105') 8 R1-3P PR. CURB & GUTTER �r 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 6 SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, SHALL BE REAPPLIED BY THE CONTRACTOR. T 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 8_ 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-RACK 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 AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS INSPECTOR. 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY STANDARDS 422A, 4228, AND 422C. 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. h EXISTING SIGN TO BE REMOVED 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. h PROPOSED SIGN N 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. OS 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/RAINSITIONS 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. DA7F THESE PLANS HAVE BEEN RENEWED FOR 6OMPL14NCE 1197H THE PREPARED Br- 'Sr& LINSCOTT, LAW& GREENSPAN. ENGINEERS OFESSI TRANSPORTATION PLANNING - TRAMS ENGINEERING - PARMNG C/TY OF LAKE ELS/MORE SHEET APPROPR/ATE CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STATE pEUN LAWS AND A PERMIT MAY BE ISSUED. A os (s )796- 2s Qz RENSE PLAN TO SHOW POWER POLE LOCA77ONS, OVERHEAD LINES, AND NRL 10/24/2024 "P<n 1 w��d "L540a"� `""� ,W. o,.9a,A92,1, �,3� ALBERHILL RANCH VTTM 28214 SCE EASEMENTS x v 51 8 3/1/2023 2/15/23 * No.2833 SCALE- �H SIGNING AND STRIPING PLAN �,�,� KI H. PREAPEzp.3/31/22 e AS SHOWN ALBERHILL RANCH ROAD BRAD L7ROPHY, RC NO. 84899 DATE Li47E sr TRAFFIC �` fTLE No. CITY TRAFFIC E-746 ER R.T.E. No. 2833 F OF rrvF° BETWEEN NICHOLS ROAD C17YOFL41(E FZSINORE DATE 212123 AND BRIANNA COURT GENERAL NOTES: CONDUCTOR SCHEDULE EQUIPMENT SCHEDULE SIGNAL HEADS P CONDUIT SIZE AND RUN POLE DATA SIGNAL L.E.D.* AND MOUNTINGS PED. PUSH BUTTON POLE LOC.• 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF AWG SIZE p "C" I.I.S.N.S TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED 2018, THE CALIFORNIA MANUAL ON OR 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 ELSINORE REQUIREMENTS, AND THE SPECIAL PROVISIONS FOR CABLE TYPE E q 7 .i A 61A-5-100(N) 35'(N) 65'(N) 15'(N) 166(N) SV�1i N* F=75',72 - - - - - 12' 3' Nichols Rd (N) THIS PROJECT. ECR NO.14 CABLES A 02,05,06,02P* 08PPB* - - - x - - x NOTE:FOR"Al..'9'AND'C' B 15TS(N) 30'(IN - 15 IN 166(N) SV-2-TA - - - - - 6.5' - 3' 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND of N KNOWLEDGE. THE CONTRACTOR HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION THEIR UNDERGROUND 12 B 04,08,08P* 02PPB* - �N x _ _ N SCNEDutE cw AS DiRCCrzO 3-MA S(N) FACILITIES PRIOR TO DOING WCSRK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE N N xts xl N x SrENGNEER C 61A-5-100(N) 35'(N) 65'(N) 15'(N) 166(N) SV-1-T(N) F=18.12 - - - - - 101 5' Lake St (N) CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES C 04,04P+ 02PPB* - - DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. D m1,02,m2P* 04PPB* N NIN N.N x N �� _ _ N x .6 6 D 15TS(N) 30'(N) - 15'(N) 166(N) SV-2-TA(N) - 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND E 01,06,m6P* m4PPB* - - - - 1 1 1 1 1 1 'B' "B' u a 61A-5-100 35' 65' 15' 166 SV-1-T -MF=2o;22�A5 - - - - EXISTIN EXISTIN EXISTIN Nichols Rd (N) UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY F 08 - - - - _ - COMPANIES INVOLVED INCLUDING SCE. 3 1 1-A 10' - - - TV-1-T - - - - - EXISTIN EXISTIN EXISTIN- - - - - 1 1 1 1cF4. 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 - - - - EXISTIN EXISTIN EXISTIN Lake St (N) CONFLICTS PRIOR TO ORDERING POLES. H 05,06,m6P* 08PP6* - - - - - 15. 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 4 7 2 7 POLE LOCATION DETAIL 15TS 30' - 15' 166 SV-2-TA - - - - - EXISTIN EXISTIN EXISTIN - 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 - l(N)1(N)2(N) 1 2 N 2 7HE EXACT LOCA AON OF EAIS77NG CONTRACTOR TO SURVEY POLE LOCATIONS EXACT LOCATION SHALL BE DETffRMINED IN THE FIELD BY THE ENGINEER OR ENGINEERS REPRESENTATIVE. VIDEO VIDEO POWER CABLE - 1(N)i(N)2(N) 1 2 N 2 OkERNEAO UAL177CS 9VALL BE FOR POTHOLING PO POLES. PRIOR TO 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. IISNS SHALL EVPE - 1(N)1(N)2(N) 1 2 x z aD. 7HEENWNEE-R ASSUMES/NO E 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% UAB/V7Y AS 70 A/E EXACT LOCAAAV 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" SAID LINES NOR FOR UALI77CS OR / 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. /RR/GAACkV L/NE NNOSE 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.SNOk1V. 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 I Y 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. TTT-r 30A LIGHTING CIRCUIT TO REMAIN. 11.ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. NEW SIGNS ON THIS SHEET ' I NICHOLS HOLS ROAD (50 MPH METER A: TC-1: 2-POLE, 100A, 120/24OV, MAIN CB METER 2: 2-POLE, 100A, 120/24OV, MAIN CB i ) SERVICE ADDRESS: SIGNAL : i-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 /I �' `'" V XXX VIDEO : 1-POLE, 15A XXX IISNS : 1-POLE, 20A, 120V, CB REPRESENTATIVE. (( w I °� ' PEV: 1-POLE, 15A, 120V. CB (3O*X3b7 (36+X367 (18"X18-) (��J 13.ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS SHALL BE LEFT TURN i—' 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 E"I I �-? 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 �� ins I 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. IDENTIFICATION. 15.ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE FUT ME A INSTALL NEW HYBRD VIDEO/RADAR DETECTION CAMERA ON SIGNAL OR LUMINAIRE MAST ARM. FURNISH AND INSTALL NEW VIDEO DETECTION 6 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-lA AND ES-18 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. EDP 12' Sa 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 I 4' C 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 2 7 (4) R9-3 - YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. INSTALL TENON FOR FUTURE USE. SEAL HOLES WITH WATER TIGHT SEALANT. 12 3 O o — 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. LAKE O OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL (4) R9-3 7 A \ ❑ TURN-ON/ACTIVATION. \ D 12 FURNISH AND INSTALL #6 PULLBOX. PR. CURB & GUTTER n 21.ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. RAW _ _ — — 04 'm \ 12 13 REMOVE AND SALVAGE EXISTING SIGNAL MAST-ARM MOUNTED SIGN COMPLETE. 04 02 10 04 6 04 — R/W c I � �1 (50 MPH 0-12(MOD \ \ \ \ ) o \ PR. CURB- �UT�2E \ ` g FUT. CURB & GUTTER 9 4 / 7 \ 10 7 (2) R9-3 4" 6T N \ \ ��\ \ - FUT. MEDIAN 3 \ \ \ \\ \ \ 213�TENON FUT. MEDIAN' 5 PR. EOP R73-3(CA) 7 I I 02+05 — V 1213L - _ M ® -iC- 5 111U 1 M — \� 1 n 111E I -- \ 211 6 4 I 5J1L ®5J1u — N 6J2L 1 6 (06) 1 (01+06) 6 I t0 EX. R9-3 9 EX. 2"C., 1#12 C 5 EX. R\ 345 ` Y —ems, 2#10 06` z � 05 6 (m8) 3 R3-4 08 EX. TENON " — EX. CURB _ 08 08 ` — — o Ems` 6T H 9 EX. CURB ` 7 R/W /E \ — EX. 3"C. TO SERVICE POINT FUT. RAM — E R/W 2 F (4) EX. R9-3 FUT. RAMP EX. 2 C., 3#6 6 5 I PROPOSED SIGNAL PHASE DIAGRAM EX. R9-3 EX. TENON UNDERGROUND STRUCTURES 1 OG LEGEND ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND EX. EOP NOT USED CONSTRUCTION NOTES (CONT.): THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION a a AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS - VIDEO DETECTION ZONE (BIKE & VEHICLE) EX. BERM o 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. MED N m - VIDEO DETECTION CAMERA CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE �/ 19' 1q FUT. CURB & GUTTER 20 10 0 20 40 CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. o CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITLIES OR NOT USED BECOME THE PROPERMLO O THE E REMOVED AND !_ STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL - EVP FUT. R/W FUT. R/W BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR ,r - MAS ARM MOUNTED SIGN FUT. CURB & GUTTER NICHOLS ROAD SCALE IN FEET m STRUCTURES CONCERNED BEFORE STARTING WORK. 07 0 1 inch = 20 ft MARK REVISIONS APPR. DATE THESE PL1N5 HAPE BEEN REP/EWED FOR COMPLIANCE WITH THE PREPARED BY. 'SEAL LINSCOTT, LAW& GREENSPAN, ENGINEERS CITY OF LAf(E ELS/MORE SHEET 6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C/7Y AND STATE QpOFESS/py TRANSPORTAMN PLANNING - TRA"FIC ENGINEERING - PARKINGLAWS 02 RENSE PLAN TO SHOW POWER POLE LOCA77ONS, OI£RHEAD LINES, AND NRL 10/24/2024 AND APERM/T MAY BE ISSUED. e4�pN C.Yf/�/F soya n..Awn..,m.saa P,.MI cn vnaR (R28)J98-lass y ( yc +a E.eR CiSt Suite.I Ir SAI,N 9a CA (858)828-8800 S.C.E. EASEMEN75. g c m o{BQ Rulinw SV.a.Suite IW.San delta.LA 9911 (ase)aoo-aeao ALBERHILL RANCH VTTM 28214 Vu y 7sos3 3/1/2023 / 2/15/23 *Fip• at,zou* SSE' �A/GN A[4RK. TRAFFIC SIGNAL PLAN OF SHEETS16 BRAG BROPNY RC Ab 84899 D47F KALYAN . YELLAPU D47F ��qT CIV\V p?� AS SHOWN LAKE STREET FILE No. 4 CITY 7RA1FFIC ENGINEER R.C.E. No. 75023 fOF'CIA AT NICHOLS ROAD CITY OF LAKE ELSINORE DATE: 21212J 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 L�1 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 AS NECESSARY FOR INTENDED OPERATION WITH EXTERIOR BATTERY BACK-UP SYSTEM PER CITY SPECIAL PROVISIONS. SET ON SPECIFICATIONS DATED 2018,QTHE CALIFORNIA MANUAL ON UNIFORM Q TRAFFIC CONTROL DEVICES (CA MUTCD 2014 THE COUNTY OF RIVERSIDE TRANSPORTATION CABLE TYPE E QQQQQQ TOP OF FOUNDATION 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 THI§ PROJECT. 1 2 3 4 5 B 7 e 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 m2,05 - 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 02,04 - - 1 p - - - - 1 p 1 p 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 12 SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. C 01,06,06P 02PPB* - - - - - - 1 1 1 1 D 04,04P* 06PP6 - - - - _ 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 RI 48 HOURS PRIOR TO 3 - - - 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 E 08*,08P* m6PP6 - 1 1 1 1 1 1 1 1 XXX VIDEO 1-POLE, 15A XXX IISNS : 1-POLE, 20A, 120V, CB INVOLVED INCLUDING SCE. F m5,m6,m6P mBPPB* - - - 1 1 1 1 1 1 1 1 14 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 p - 1 1 2 2 3 3 8 6 8 6 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 i 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 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 � THE ENGINEER OR ENGINEER'S RitPRESENTAfIVE. VIDEO VIDEO POWER CABLE 1 2 - - 1 1 4 4 .-. INSTALL 3M OPTICOM DETECTOR MODEL 721 ON SIGNAL MAST ARM PER COUNTY RIVERSIDE STD 1202. B. 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 h µ PERCENT FILL 15% 15% 1% 10%17% 22%237 237 SHALL BE PER CITY REQUIREMENTS. 2 ^ 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. CONDUIT SIZES (INCHES) 3" 4" 4" 4" 4" 4" 2-4"2-4 7 ,N 10. PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R10-3. CONTRACTOR SHALL INSTALL TENON FOR FUTURE USE. SEAL HOLES WITH WATER TIGHT SEALANT. + PROVIDE APS PUSH BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. ALL CONDUIT AND CONDUCTORS ARE NEW. h h • FOR FUTURE USE, COIL 25' OF CSC IN PULLBOX FOR FUTURE USE 8❑ FURNISH AND INSTALL #6 PULLBOX. 2 n 7 E.11. L NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE PP 47654.37E + 8 (04) 5 FUT. SIDEWALK NICHOLS 26f36.56 A 1 R3-4 4 6 + FUT.T. CURB & GUTTER ROAD 50 MPH L — — N B / EX. EOP R/W ( ) R/W EX. EOP N \ LEGEND — — — — — — - VIDEO DETECTION ZONE (BIKE&VEHICLE) 2 _ VIDEO DETECTION CAMERA ( 4) �2 N - EVP — — — — — — - - - -R9-3 4 3 6 - - 04— - -04 — - - -212L - - - - - - - - - - - - - - - - - - Tr - MAS ARM MOUNTED SIGN DETAIL"A" - - - m2 - - 04) 3 — �4— 4 - - - - - - - - - - - NEW SIGNS ON THIS SHEET N I ? (m +m5)1>5 I 2I2L N R73-2(CA) R3-18 R3-4 (36"X36'7 (36"X36") (36"X36-) rn UT. MEDIAN O 4 R7 -2(CA) 2 �5J15J1L U o 212E N 7 34 0 R9-3 IT (18"X18") — — a _ — R3-18 4 I L)NE 2I2U N FUT. MEDIAN (ms) 5 z N O - - - - - R 4R9-3 (06) 3 345' TO o 6J2L 7 N cD OY 6J2U I LIMIT LINE-_ 1p N - 06 — O08) 5 NEW 1 C., 3#6 1#8 - G w 7 F R9-3 4 ©GA ms 05 B - m6 PR. CURB &GUTTER - DETAIL"A" 11H 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 I O 12. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY ENGINEER EQUIPMENT SCHEDULE OR HIS REPRESENTATIVE. POLE DATA L.E.D. SIGNAL HEADS PED. PUSH BUTTON POLE LOG.• 4 n 6 - SIGNAL AND MOUNTINGS a 13. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS - I.I.S.N.S NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "B" "E" "C" 8 E 04 O SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. - 3-MAS A 29-5-100 30' 55' 15' 166 SV-2-TA _ - - - - AS SHORN - 12' Alberhill Ridge Rd I 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 B 19-4-100 30' 30' 15' 166 SV-2-TA F M2S - - - - AS SHORN - T Nichols Rd I I ECR INTENDED OPERATION. ao n C 29-5-100 30' 55' 15' 166 SV-1-T 4-MAS SP-1-T - - - - 12' 5' Aberhi Ranch Rd I a a NmE:FaR'1' AND'C' F=18',12'.5' I I 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR D 1-A 10' - - - TV-2-T - - APS 06 N 14' - 4' - � I DIMENSIONS SEE&W SCHEDU�NGIN OR AS D/RECRD PHASE IDENTIFICATION. BY ENGINEER SV-1-T 2-MAS 3 E E 19-4-100 30' 30' 15' 166 - APS 06 N - 14' 4' Nichols Rd I� .0 u 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. SV-1-T* F=12' 1WI Of m F 15TS 30' - 15' 166 SV-2-TA - SP-1-T - - - 14' - 4' - ]III "B` 3 I � 17. SEE CALTRANS STD. PLAN ES-1A AND ES-18 FOR SYMBOL AND ABBREVIATION LEGEND. ALL EQUIPMENT IS NEW SEE COUNTY TRAFFIC SIGNAL IISNS 2 •LUMINAIRE SHALL BE LATEST GE LED, MODEL (INTERNALLY ILLUMINATED STREET NAME 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' 16' CF SYSTEM ARE SHOWN AS A GUIDELINE ONLY AND ARE NOT A PHYSICAL INSTALLATION. SIGN) STD. DRAWING NO. 1200, EDGE-LIT STYLE. p I 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 J10� I NO SCALE ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. LOCATIONS FOR POTHOLING PURPOSES p 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV a PROPOSED SIGNAL PHASE DIAGRAM PRIOR TO ORDERING POLES. CAMERA, AND OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING UNDERGROUND STRUCTURES I INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. NOT USED NOT USED N 21. ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 1 w A/E EXACT LOCAACkV OF EX/SANC =_ THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION I 0', SHALL L7E 01 0 03 04 AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS -I WRIFILD BY 7/E CON7RACTGVP/N AHE _ PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR O RaD. A/E ENGYNEER ASSUMES NO ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT LIABILITY AS 70 A/E EXACT LOCAAON )( REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE OF SAID LINES NCR FOR UAVAES OR NOT USED NOT USED CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITLIES OR IRR/CAAON LINE AI LOCAAOVS 20 10 0 20 40 G ~ i N.STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 16U ARE NOT s)yo 0 0 07 0 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 REIi/S/ONS APPR. DATE A'/ESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE#77H 7HE PREPARED BY• SEAL LINSCOTT, LAW & GREENSPAN. ENGINEERS C/TY OF LAKE ELS/MORE SHEET 7 APPROPRA47E COND/AWNS OF DEYELOPMEWT AND/OR C/lY AND STA7E 99°FESS10 TRANSPORTATION PLANNING - 1 AR`IC ENCINMING - PARKING AREIOSE PLAN TO SHOW POHER POLE LOCA AWNS, 0l'ERHEAD LINES, AND NRL 10/24/2024 AND APERM/T MGIY BE/SSUEO. �e�ypN Yf(�eyc .6 e.- LAWS « eR�l.s,n:sa 1—Pc ..I.°a 91106 (s*9)82s fits s Q S.C.E. EASEUEN75. n 0 o*s.z Rmrn..sv..t sv¢.+°o.sm ol.90,GA szm (ase).wo-aeoo ALBERHILL RANCH VTTM 28214 OF 8 3/1/2023 �� 2/15/23 * w 7�23 E D 31,2023 a SC4CE.• �H A[4RK.• TRAFFIC SIGNAL PLAN SHEE75 BRAD BROPHY, NO. 84899 L147E KALYAN . YELLAPU DATE s'yr CIV1V a2 AS SHOWN ALBERHILL RANCH ROAD FILE No. C/7Y TRAFFIC ENGINEER R.C.E. No. 75023 FOF CpvF° AT NICHOLS ROAD C/7Y OF LAKE ELS/NORE DATE.• 212123 GENERAL NOTES: CONDUCTOR SCHEDULE EQUIPMENT SCHEDULE P CONDUIT SIZE AND RUN POLE DATA SIGNAL L.E.D.♦ AND HEADS PED. PUSH BUTTON POLE LOC.• ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS 8, THE CALIFORNIA MANUAL OF AWG SIZE .c. I.I.S.N.S TRANSPORTATION, STANDARD PLANS(AND STANDARD SPECIFICATIONS DATED 2018E THE SPOR ATI MANUAL ON OR O PHASE NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "B" "E" "C" DEPARTMENT REQUIREMENTS,THE ECITYC OFJ LAKEE ELSIINI)ORE REQUIREMENTS, AND RIVERSIDE TRANSPORTATION OR FOR CABLE TYPE E QQ QQ u, 3-MAS _ _ _ THIS PROJECT. 1 2 3 4 5 B .1 FOR A 29-5-80 30' 50' 15' 250 SV-3-TA F3-M S - EXISTING EXISTING EXISTING Alberhill Ranch Rd 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE To THE EXTENT OF AVAILABLE RECORDS AND NO.14 CABLES A 01,02,03,06 04PPB* - 1 - - - - NOTE:FaR A.VAM'C" OB 26-4-80 30' 40' 15' 250 SV-3-TA - - - - - EXISTINGEXISTINGEXISTINGLake St KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND _ _ _ 2 B 02,03,06 06PPB* 1 1 By muic oR as arRFCTFo 2-MAS MOD FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE N erENaNEEx 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* - - DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. D 03 02PP6 - - - 'O O 1-A(RL) 10'(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 - - - - - - e m a O 15TS(RL) 30'(RL) - 15'(RL) 250(RL) - - - APS(N) - - - 12' 3'RESPONSIBILITY SERVICE ALERT A MINIMUM OF DI HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE COMPANIESILINVOLVED INCLOUDING SCE.TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY 3 G 01,02 04PPB* _ _ _ _ - t(e N O 1-A(RL) 1O'(RL) - - - TV-1-T(RL) - - - - - 6' - S - 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY CIF ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED: *INSTALL 0 17' HEIGHT. SEE COUNTY TRAFFIC SIGNAL IISNS CONFLICTS PRIOR TO ORDERING POLES. H - - - - - - - - (RL) = RELOCATED. ♦LUMINAIRE SHALL BE LATEST GE LED, MODEL (INTERNALLY ILLUMINATED STREET NAME SIGN) 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 11 2 2 2 3 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 - - - - - - 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 EXALOCATION PLOC�TIONFSHIALL RE DET RMINEIDEI CABINETS, THE AND EBYEhIEPENGINEERO OR TNGINEEPLAN SAREPRESENR APPROXIMATE. THE VIDEO VIDEO COAXIAL CABLE 1 2 1(N)1(N)1(N) 2 p�HEAD U&I ES 5Y/ALL g£NG VIDEO POWER CABLE 1 2 1(N)1(N)1(N) 2 liE V7M BY 7NE C6IV7RAC77A4/N 7HE 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 RELD. 7HE EN6YNEER ASSUMES NO HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. PERCENT FILL 19% 27%27% 18% 21%22% LIA6/L/TYAS 70 7HEEXACTLOCAPON CONSTRUCTION NOTES: CONDUIT SIZES (INCHES) 3" 4" 3" 4" 4" 2-4" a`SAID LINES NLM FQ4 UALIAES 6W 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. /RR/GA77CV LINE NNOSELOCAALAVS 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 sHONN. �.:1 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 11.ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. NEW SIGNS ON THIS SHEET 30A LIGHTING CIRCUIT TO REMAIN. 3❑ 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 ❑ 13.ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS SHALL BE YIELD FOUNDATION COMPLETE SUBJECT TO FIELD CONDITIONS. ROTATE PEDESTRIAN AND VEHICLE INDICATIONS AS NEEDED FOR INTENDED OPERATION. LEFT TURN COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. PROVIDE MODIFICATION NECESSARY FOR SHORTER MAST ARM AND INSTALL NEW TENON AND END CAP OF MAST ARM. 14.CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S ON GREEN / NOT USED © INSTALL TRAFFIC SIGNAL STANDARD MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR ES-711, DETAIL "U". RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. • NOUTURN NO U TURN REMOVE AND SALVAGE BULLDOG PUSH BUTTON AND INSTALL NEW APS PUSH BUTTON WITH SIGN PLATE R10-3 (9"x12"). 15.ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE 01 • 02 03 04 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. 0 06 07 0 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. aall _� n 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV CAMERA, ANDW —� — — OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL O _ TURN-ON/ACTIVATION. _ a EX. R9-3 EX. R3-4 21.ALL PULLBOXES SHALL BE #6 UNLESS NOTED OTHERWISE. f 11 02 06 - EX. �9-3 AND R13A(CA) (0 17' HEIGHT) R/W Y; LAKE a / 6p _ 3 FUT. MEDIAN ^ I 03 \ 03 0 02 t l I STREET \ \ =c0'fF0 — it0fi- — — — -..03_ _ �0 —I T� (SD MPH) / 06 --_ _ — 01 EX. R73-3(CA) 34 212L IOU FUT. MEDIANio 212U LIMIT LINE _ 212L \ \ 2 36 02 \ i I L- 01 -- (POLE E) CCTV —R9-3 02P 02 -- _ ————t — —————————— _ \ / — _ R/W EX. BE 3 EX. 2"C., 3#6 3 4 (POLE C) - - °N� \ \\ 2 EX. 2"C., 2#10, 2#12 2 R/W EX. 3"C., SERVICE CONDUCTORS I� O o SCE HAND HOLE I 3 (POLE D) R a O k=p� 2 \ o �W UNDERGROUND STRUCTURES � LEGEND ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND W a� THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION 2 AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING NTH IMPROVEMENTS - VIDEO DETECTION ZONE (BIKE & VEHICLE) I =Wh - PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR I I a vop ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOTM - VIDEO DETECTION CAMERA ~ " 20 10 0 20 40 REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THEoy+, CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITLIES OR _ EVP I W �Jt o 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 ,r - MAS ARM MOUNTED SIGN ALBERHILL RANCH ROAD SCALE IN FEET STRUCTURES CONCERNED BEFORE STARTING WORK. 1 inch = 20 ft. MARK REY/S/ONS APPR. DATE THESE PLANS HAVE BEEN REKETYED FOR COMPLIANCE#77H 7HE PREPARED Sr. SEAL LINSCOTT, LAW & GREENSPAN. ENGINEERS CITY OF LAKE ELS/MORE SNEEr g APPROPRI47E COND/AWNS OF DEVELOPMENT AND/OR C17Y AND STA7E QR°FESS/aN TRANSPORTATION PLANNING - 1FAFRC ENGNMING - PARKING Q2 Rf-WSE PLAN TO SHOW POWER POLE LOCA AWNS, 0kERHEAD LINES, AND NRL 10/24/2024 AND APERM/T MGIY BE/SSUEO. �eypN c'Yf(T eyc :z e.«T;..ssaz Rmr"K svnt eel.LAWS t sa Tao.1 :.Pco GA c"11�� (1-)825-GISTS S.C.E. EASEUEN75 7502 m " s"ec sm oyes",cA ezTn case)xo-aeoo ALBERHILL RANCH VTTM 28214 OF 8 y 3 3/1/2023 ,y / 2/15/23 *EV.Dec.31.2023* SCALE., �H A6w..' TRAFFIC SIGNAL PLAN SHEETS BRAD BROPHY, NO. 84899 a47E KALYAN . YELLAPU DATE �'eqr CIVWW. 02 AS SHOWN LAKE STREET FILE No. CITY TRAFFIC ENGINEER R.C.E. No. 75023 FOF CA�`F° AT NICHOLS ROAD CITY OF LAKE LZS/NORE DATE.• 2/2/23