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HomeMy WebLinkAbout2039-S•4 . • • "R" CAB. SIDEWALK PLAN "R' CAB. -� SIDEWALK PLAN CASE 1 GENERAL NOTES GENERAL NOTES (CONT. SECTION CASE 2 SECTION CASE 3 CURB 14 N "R" CAB.->< SECTION M ` . • ►•,• PLAN "R" CAB. o SECTION CAB M = l LJ_ SECTION EXIST. C & G .R"• iv CAB 1-1 ►IDEWALK 0 VARIES it •'s �' SECTION TYPE "R" CABINET FOUNDATION AND PAD DETAIL ARM LE G REMOVABLE STEEL CAP 60" SEE wSIG4 A 0» 'Zom.-I "11101 • 5'X6' 4" i— $PR00" —1 6' NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS (E OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE LEFT TURN LANE 0' 15' 10' 5'X6' 5'X6' q 8 -WHITE TURNING LANE LINE THRU LANE 10' q 4' LANE LINE 7N THRU LANE 10' 4 LANE LINE OR 8 TURNING LANE LINE THRU OR RIGHT 10' TURN LANE El STOP OF CURB FACE LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS 6L Y COUPLING AT BOTTOM -FOR SIGN WIRING (NIPPLE & CONNECTORS BY OTHERS) EIMER J Q Yck I w Z cfl I * I_J ARM TUBE SIZE LENGTH END O.D. x BASE O.D. x THK. '1 238'x31 2'x11 GA. PIPE o MATERIAL SPECIFICATIONS BACK CLAMP W/4 BOLTS (ASTM A-307) Ground flush with base metal Y All welds shall conform to AWS D1.1 weld specifacotion SIGNAL POLE DIAMETER AT 24' ABOVE STRUCTURE FINISHED GRADE EE Hot dip galvanized per ASTM A-153 DESIGN CRITERIA CLAMP f" WELDING SIGNAL POLE j�' DIA. HOLE IN CLAMP SUPPLIED WITH A TYPE "F" r-16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) 1? DIA. DEBURRED co HOLE IN CLAMP V NOTCH OR DRILL FOR DRAINAGE 1' DIA. HOLE W/GROMMET IN 5 POLE (FIELD DRILLED) CLAMP DETAIL (E OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE LEFT TURN LANE 0' 15' 10' 5'X6' 5'X6' q 8 -WHITE TURNING LANE LINE THRU LANE 10' q 4' LANE LINE 7N THRU LANE 10' 4 LANE LINE OR 8 TURNING LANE LINE THRU OR RIGHT 10' TURN LANE El STOP OF CURB FACE LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS 6L Y COUPLING AT BOTTOM -FOR SIGN WIRING (NIPPLE & CONNECTORS BY OTHERS) EIMER J Q Yck I w Z cfl I * I_J GENERAL NOTES MATERIAL SPECIFICATIONS SHAFT ry BASE PLATES & FLANGES � PIPE o MATERIAL SPECIFICATIONS N Ground flush with base metal Y All welds shall conform to AWS D1.1 weld specifacotion FINISH COATING STRUCTURE Hot dip galvanized per ASTM A-123 V) Hot dip galvanized per ASTM A-153 DESIGN CRITERIA STRUCTURE & HARDWARE In accordance with the 'Specification for Structural Supports of Highyr4Y Signs L minores and Traffic SignalsWHT0 1§ WELDING In accordance with the Specification for Structural Supports of Highwpp Siggn L minares and Traffic Signols. Aw2HTO ?§9 co * V N 5 L' LU 1' Q > GENERAL NOTES MATERIAL SPECIFICATIONS SHAFT Steel of 4$,000 psi minimum yield after fabrication BASE PLATES & FLANGES ASTM A-35 Steel ASTM A-36 Steel PIPE I ASTM A-36--53 Grade "B" Steel MATERIAL SPECIFICATIONS BUTT WELDS Ground flush with base metal LONGITUDINAL WELDS All welds shall conform to AWS D1.1 weld specifacotion FINISH COATING STRUCTURE Hot dip galvanized per ASTM A-123 HARDWARE Hot dip galvanized per ASTM A-153 DESIGN CRITERIA STRUCTURE & HARDWARE In accordance with the 'Specification for Structural Supports of Highyr4Y Signs L minores and Traffic SignalsWHT0 1§ WELDING In accordance with the Specification for Structural Supports of Highwpp Siggn L minares and Traffic Signols. Aw2HTO ?§9 HORIZONTAL IISNS MAST ARM NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE CIN OFFICE OR WITH THE CITY ENGINEER AND SHALL BE USED FOR ALL WORK. gARM I _ _ RAD. AS REQ'D. (HOLD) J" RAD. '�R-'I f` - J' DIA. DRILL SIGN TAB DETAIL 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI- FICATIONS, TRAFFIC MANUAL. MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS, CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION. 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. 1.5" TO .75" REDUCER SIGNAL POLE MAST ARM (ONE WAY / ONE OUTPUT) SINGLE INPUT NERGENCY VEHICLE IREEMP11ON DETECTOR ASTRO Mini-Brac AB -0155-L OR AB -0132-L MOUNT OR APPROVED EQUAL EMERGENCY VEHICLE DETECTORS 1 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 7• VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2' RIGID METAL EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. UTILITY COMPANIES PHONE NUMBERS SOUTHERN CALIFORNIA EDISON CO. (CONTACT ANDEREA WONG) 909) 357-6518 SOUTHERN CALIFORNIA GAS CO. 800 422-4133 VERIZON 800 422-4133 PACTEL 800 422-4133 CUCAMONGA COUNTY WATER DISTRICT 19091 987-2591 (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 422-4133 I.I.S.N.S. LEGEND DETAIL (NO SCALE) PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS & SAFETY LIGHTING DAY CREEK BOULEVARD & MADRIGAL DRIVE g 210 FREEWAY W v C1 VICTORIA PARK LN BASE LINE ROAD MADRIGAL DR Project Site CHURCH ST FOOTHILL BLVD VICINITY MAP NOT TO SCALE K I F No. 42445 Exp. 3-31-06 CIVIL NO. DESCRIPTION OF REVISION DATE a'Y APPROVED: CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL DETAILS SHEET DAY CREEK BOULEVARD AND MADRIGAL DRIVE APPROVED BY: DATE: CITY ENGINEER R.C.E.: 24593 DESIGN PREPARED 8Y.6 RECOMMENDED KYC ADVANTEC ConsulUng&gineem 6 AG' Traffic + ITS +Communkations+ Systems+ Decirkal DRAWN Tek (909) 864-6222 SHEET 21700 Copley Drive r= (909) 860-4722 KYC p Kdear. 91763 www.advwtec-usa.corn % OF 9 CHECKED DRAWING NO -.--.-R.C.E. NO 4 445 �S c DATE 5/30/05 30 05 FILE NO ao " PROJECT SHEET NO.�.OF_. #10 LUMINAIRES 1 2 1 2 2 1 2 1 2 1 2 #12 I.I.S.N.S. 2 2 2 2 2 EVP GABLE 1 2 3 3 -1 12 STRAND SMFO INTERCONNECT 1 TYPE C DLC 06 DETECTOR 3 H.P.S.V. WATTS SENSOR CHANNEL DETECTOR 3 LOOPS PER CHANNEL 3 08 1 LUM. 2 VEHICLE 2 2 = 2 01 B 2 1-N-01 1 12 COND. CABLE 2 2 2 02 3 8 4 4 4 4 3 4 TOTAL 0 5 4 4 6 11 - 11 CONDUIT SIZE 13"(E) 3"(E) 2' 1 3'(E) 2 1/2" 2-3' 1 2' 1 2-3' 5 2 - - - 6 1 2-N-01 9 3 5 2 2-S-02 10 4 SV -1-T 6 - - - 3 COND. CABLE 2 2-E-08 16 4 4-S-02 26 2 3 -MAS SV -2 -TA 1 2 2-N-06 14 4 g* 1 EYP 01 + 06 EVP 3 - 200 W �_2 EVP 02 EVP 4 - --- 1 EVP 08 EVP 5 - 10* 2 - - - -aa o o #10 LUMINAIRES 1 2 1 2 2 1 2 1 2 1 2 #12 I.I.S.N.S. 2 2 2 2 2 EVP GABLE 1 2 3 3 -1 12 STRAND SMFO INTERCONNECT 1 TYPE C DLC 06 DETECTOR 3 H.P.S.V. WATTS SENSOR CHANNEL DETECTOR 3 LOOPS PER CHANNEL 3 08 1 LUM. 2 VEHICLE 2 2 = 2 01 B 2 1-N-01 1 1 2 2 2 02 3 8 4 4 4 4 3 4 TOTAL 0 5 4 4 6 11 - 11 CONDUIT SIZE 13"(E) 3"(E) 2' 1 3'(E) 2 1/2" 2-3' 1 2' 1 2-3' ALL CONDUITS AND CONDUCTORS SHALL BE NEW UNLESS OTHERWISE NOTED (E) = EXISTING MORE ► Under Seca Gert S of swtbom CdHanta w Cali TALL FREE 1-800 227-2600 rwD wa"M DAYS EUU?E You Q* * EVP DISCRIMINATOR DETECTOR SCHEDULE H.P.S.V. WATTS SENSOR CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL NO. 1 1 LUM. 2 VEHICLE PED. 2 = _ _ B 1 1-N-01 1 1 2 2 1-S-02 2 3 8 1 - - - 3 2 1-E-08 8 1 4 1 - - - - 2 1-N-06 6 3 - 1 - - - 5 2 - - - 6 1 2-N-01 9 3 5 2 2-S-02 10 4 SV -1-T 6 - - - 7 2 2-E-08 16 4 4-S-02 26 2 3 -MAS SV -2 -TA 1 2 2-N-06 14 4 g* 1 EYP 01 + 06 EVP 3 - 200 W �_2 EVP 02 EVP 4 - --- 1 EVP 08 EVP 5 - 10* 2 - - - * EVP DISCRIMINATOR STANDARD NOTES: (PER CALTRANS STD. PLAN ES -1A) CB INSTALL CONDUIT INTO EXISTING PULL BOX. DAY CREEK 0 SCALE 1' = 20' PHASE DIAGRAM DETECTOR SCHEDULE H.P.S.V. WATTS SIGNAL MOUNTING SENSOR CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL NO. 1 LUM. 2 VEHICLE PED. 0 ARROW LEGEND E B C 24-4-80 35' 1 - - - 2 8 2 2-S-02 18 2 5' �B 1 - - - 3 TV -1 2 - - - 4 13' 1 - - - 12' 200 W 2 3-N-08 22 2 --- Day Geek 123 0 1 - - - 5 - 15' 200 W - SV -1-T 6 - - - 10' 3' O 2 4-S-02 26 2 3 -MAS SV -2 -TA 1 - - - 7 5 2 - - - 200 W MAS -4B SV -2 -TA SP -1 -CS 8 --- $ SEE PLAN 2 = _ _ STANDARD NOTES: (PER CALTRANS STD. PLAN ES -1A) CB INSTALL CONDUIT INTO EXISTING PULL BOX. DAY CREEK 0 SCALE 1' = 20' PHASE DIAGRAM DETAIL "A" (NO SCALE) 459 30' co 5 6 - _ 08 EVP 3 _ �., 6 , � t j- 02 08 _ - �� 08 1 ' 0 r- -------------------------- - --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- - - - -- -- -- -- -- - u- -- -- - 06- -- -- -- -- -- -- - -- -- _SEE DETAIL *A" - -- -01 -- I -- - - 8'x i 1' I.RC BOX lop 06 ------------------------------ -------- _-----------------------------------------------------------�u 3 01 & 06 EVP 76 -- -- -- -- -- -- -- -- -- -- -- -- . POLE SCHEDULE lLw4,A Lw, A 114 H.P.S.V. WATTS SIGNAL MOUNTING PPB I.I.S.N.S. POLE LOCATION NO. TYPE SIG LUM. MAST ARM VEHICLE PED. DETAIL "A" (NO SCALE) 459 30' co 5 6 - _ 08 EVP 3 _ �., 6 , � t j- 02 08 _ - �� 08 1 ' 0 r- -------------------------- - --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- - - - -- -- -- -- -- - u- -- -- - 06- -- -- -- -- -- -- - -- -- _SEE DETAIL *A" - -- -01 -- I -- - - 8'x i 1' I.RC BOX lop 06 ------------------------------ -------- _-----------------------------------------------------------�u 3 01 & 06 EVP 76 -- -- -- -- -- -- -- -- -- -- -- -- . POLE SCHEDULE STANDARD MAST ARM H.P.S.V. WATTS SIGNAL MOUNTING PPB I.I.S.N.S. POLE LOCATION NO. TYPE SIG LUM. MAST ARM VEHICLE PED. 0 ARROW LEGEND E B C O 24-4-80 35' 15' 1 200 W 2 -MAS SV -1-T SP -1 -CS 8 r--- Modrigal 7D400 13' 5' �B TYPE 1A-10' - - - - TV -1 SP -1 -CS 2 -- - 13' 3' UC 15 - 12' 200 W - - - 2 --- Day Geek 123 0 15' 3' OD 15 - 15' 200 W - SV -1-T SP -1 -CS - - - 10' 3' O 29-5-80 50' 15' 200 W 3 -MAS SV -2 -TA - - Modrigal 7400 SEE PLAN 5 OF 17-3-80 1 20' * 15' 200 W MAS -4B SV -2 -TA SP -1 -CS 8 --- Doy Creek 123 0 SEE PLAN 3' 1. ALL EQUIPMENT SHALL BE NEW. * MOUNT LUMINAIRE ARM PERPENDICULAR TO CURB FACE. ** I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM. F1 0 ULE V_ARD E -E � U w O7 B.C.R. m Ir POLE LOCATION DETAIL (EXACT LOCATION BY ENGINEER IN THE FIELD) INSTALL 1 YZ"C. _ - - - INSTALL 1 V2"C. 5 -DLC 1 -DLC r - { r - f _ - -- - - -- - -- -- -- - -- -- -- -- -- -- -- -- -- - �-..260'-10_ 8'X i 1 ' RSC BOX - -- - - - - X -WALK N _ t EXISTING F.O. CONDUIT: 3-4"C, 1-2"C, do 3-1 1 /2'C 2-N-01 1-N-01 b t2 uj t 1 1 f 2 f 1 S ' v`ER C14 / f 260' TO EXISTING F.O. CONDUIT: 3-4'C, 1-2"C, N I / OZ 5 LIMIT UNE / - e 02 EYP 3 EXIST. EDISON HANDHOLE — & 3-1 1 2 C _ _ l PROPOSED SERVICE POINT -- -- -- - -- -- -- -- -- --SQ -- -- -- - - -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -_ -- -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- -- -- -- -- -- -- _ -v - -- -- -- -- -- 02 CB - - -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - -- -- -- -- -- -- -- - -- -- - -3=S=02 - - - _� %! `'� 7 //:INSTAL! 2"C, AND PULL ROPE ; 7 ONDUCTORS TO BE INSTALLED BY S E — - - — - EXIST. F.O. VAULT ` - __ I' - INSTALL IY2'C. 4-S-021 ` - Y CB i 1 `__ `_______________________________________ t -DLG 01 EXIST. 2"C. 6 02 2 t -- _ �- --- - -- 6E PROPOSED 4 PCC . Ln -- 2P , 08P 6 8 CONCRETE PAD (15 X 8) cv t SIDEWALK 11� ' f INSTAL! 2-C.,,3--110 (LIGHTING), — '-- `�`--------- --- -" 1 INSTALL 2"G., 5 2-#12 (I.I.S.N.S.) - ---- _ 4 -DLC — - - ' l 5 INSTALL 2'C., 2-#8 SERVICE I --- CONSTRUCTION NOTES:_ F1 FURNISH AND INSTALL ECONOLITE ASC/2S-2100 SYSTEM CONTROLLER IN A TYPE "R' CABINET PER THE SPECIAL PROVISIONS. INSTALL CONTROLLER CABINET ON FOUNDATION WITH PAD PER CASE 3 DETAIL ON THE TITLE/DETAIL SHEET. EXACT LOCATION SHALL BE VERIFIED BY THE ENGINEER. 2D FURNISH AND INSTALL TYPE Ill -BF SERVICE EQUIPMENT ENCLOSURE WITH (1) 5OA-1P CIRCUIT BREAKER FOR METERED SIGNAL, (1) 3OA-1P CIRCUIT BREAKER FOR UNMETERED LIGHTING, AND (1) 15A -1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. SEE SPECIAL PROVISIONS AND CITY STANDARD 407. 3FFURNISH AND INSTAL! SINGLE INPUT EVP OPTICA! DETECTOR ON SIGNAL MAST ARM. SEE TITLE/DETAIL SHEET. 41 INSTALL R9 -3o SIGNS ON THE STREET SIDE OF TRAFFIC SIGNAL POLE ATO AND 0 7' ABOVE FINISHED GRADE �5 CONTRACTOR TO CONTACT SCE (ANDREA WONG, 909-357-6518) FOR REMOVAL OF STREET LIGHT POLE, LUMINAIRE, LUMINAIRE ARM AND FOUNDATION. © INSTALL 12 STRAND SINGLE MODE FIBER OPTIC (SMFO) INTERCONNECT FROM CONTROLLER TO EXISTING FIBER OPTIC VAULT. l7 CONSTRUCT RIVER WASHED GRANITE C08BLES PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL 542, CASE 1. ® CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102, L=11', X=7' (8' CURB FACE). EXIST. HANDICAP RAMP 12' 22' i 66' 3 1-E-08 22' 'i -INSTALL 1 1/2 I 1 -DLC I �-PROPOSED HANDICAP RAMP SEE SHEET 4 OF 9 ! �,0 K IF� No. 42445 Exp. 3-31-06 CIV1�. nen lrnlr C%uc r un i3 nr r �wvs.V %n g%.6.5 yr EX.R26(S) V 11 . TYPE K EX. TYPE K _ SCALE: 1" = 40 BASE LINE ROAD EX. R3 7(RT) - 1 `- EX. R3-7 RT— _ — — — 10' 16+00 — 17+00 _ 14+00 _ 15+00- - _ __ - ----- - -F--- - - --- - ----10' — — — — -' -- x -- 10+00 _63- - — �_ - _ 10 g — 1 i — 6 R6-1 (RT) 10 — — — _ _ _ — — — _ — — — - ----- - — -- �, _ i 6 R6-1 (RT)__ __ ---- ----"" 100 '' � — 9 _ 50 10 50. --� - — — -- — - EX. TYPE K 1 / N — .- 50!�'-- go!—- _- --- --� 13--------- 3 -- - __ --- -- -- WW 7 rt 30 ,Q _ T11 14 Of 'PROP. DRWY - iN 13 ___---- - 10 PROP. DRWY o -', R3-7(RT) 6 0 . EX. TYPE K 6 R81(CA) 2 1 � R3-7(RT), 6 � �' 1 °o ao N R26(S)(CA) 6 R26(S)(CA) R3-7(RT), 6 6 R26(S)(CA) i R26(S)(CA) 0 6 R3-7(RT) / 6 R3-7(RT), 6 R3-7(RT), \ 1 R26(S)(CA) R26(S)(CA) SIGNING & STRIPING CONSTRUCTION NOTES: p„f OINSTALL TYPE IV WHITE PAVEMENT ARROW, PER CALTRANS STANDARD PLAN A24A. OINSTALL 8" SOLID WHITE STRIPE PER CITY STANDARD PLAN 133. wO3 INSTALL 12" SOLID WHITE CROSSWALK/LIMIT LINE, PER CITY STANDARD PLAN 133. O4 INSTALL 4" SOLID DOUBLE YELLOW STRIPE, PER CITY STANDARD PLAN 133. A OINSTALL 4" SOLID WHITE STRIPE, PER CITY STANDARD PLAN 133. �6 INSTALL SIGN AS INDICATED ON NEW POST/STREET LIGHT STD. - - - - - - - O WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS. — O REMOVE AND SALVAGE EXISTING R1 SIGN. O9 INSTAL! 6" BIKE LANE LINE DETAIL 39A, PER CALTRANS STANDARD PLAN A20D. INSTALL 6" BIKE LANE LINE DETAIL 39, PER CALTRANS STANDARD PLAN A20D. 18+00 19+( 11 INSTAL! 4" SKIP YELLOW CENTER STRIPE. PER CITY STANDARD PLAN 133. - —I - - F 12 INSTALL 4" SKIP WHITE LANE LINE PER CITY STANDARD PLAN 133. @ PAINT PAVEMENT LEGEND, PER CALTRANS STANDARD PLAN A24A AND A24D. w I i 1 / q 2 SCALE: 1" = 40' MATCH LINE SEE BELOW RIGHT 6 W3-3 DA Y CREEK ON SIGNAL POLE. SEE TRAFFIC PR�BOULEVARD 12 - - - 350' TO SIGNA! PLAN SIGNAL POLE CROSS WALK - _- _ _ — — — — — — — — — — — — — — X. TYPE K 100' — — — — — 13 —_------- ----- -- --------------------- `P ----- —' �'3�t�6--- _ -� 00-- - - - - 21 Odr--tea+, 4' _ + 00 3 - - - - - - - - - + 00_ _ 13�U0 _ _ i'£+IIO m 01 Ld 7 W �- 13 — — — — — — - 5 EX. K 13 — — — 9 10 — — 2 9 — -a — — — — — — — — — (n — — 7 v Cv ? 50, — — — — — — — — — — — — - - - - -LLJ _ \ Y---- --------------- " — — — -- IL PROP. R9 -3o SIGN - - - - - "--- i— W3- � � - 6 ON SIGNAL POLE. SEE TRAFFIC R3-7(RT) - - < 350 TO LIMIT LINE SIGNAL PLAN R26(S)(CA) 6 J-- 4 $ 0 6 R81(CA) w (n CL 1 Q: 1 7 2 SIGNAL POLE ; a_ 0 R26(S)(CA) 6 N R3-7(RT) 6 PROP. DRWY 22' 22' R26(S)(CA) 6 0 , 6 R26(CA) GENERAL NOTES: LEGEND � � 9 R3-7(RT), 1) All details and dimensions for traffic signs and the installation thereof shall R26(S)(CA) 1. =EXISTING STRIPING & MARKINGS TO REMAIN. conform to the Caltrans Sign Specifications. Traffic Manual, Maintenance Manual and Standard Plans and City Standard Pian No. 133 unless otherwise approved = EXISTING STRIPING & MARKINGS TO BE REMOVED. or directed by the City Engineer. ••!,_,_,_ = PROPOSED STRIPING & MARKINGS. 1 2) Procedures for painting of striping and pavement markings and installation of d = R26(CA) 6 � � Cmarkers shall followprovisions. conform to theStandardSpecifications for Public Works 2. EXISTING SIGN AND POST. onsttionand the { = EXISTING SIGN AND POST TO BE REMOVED OR RELOCATED. , ♦ = PROPOSED SIGN AND POST. ' A. All pavement markings shall conform to city maintenance stencils. (S.A.E.) '' 3.-- = EXISTING SIGN ON EXISTING STREET LIGHT OR TRAFFIC SIGNAL POLE. , 2 4 1Q 6 R26(CA) unless otherwise noted. -r- = PROPOSED SIGN MOUNTED ON PROPOSED STREET LIGHT OR TRAFFIC SIGNAL POLE. �., 6 B. All conflicting striping and pavement markings shall be removed by WET q� SANDBLASTING. 4. O = EXISTING SIGNALIZED INTERSECTION. q ; C. Sufficient control points and spotting shall be set for accurate and complete installation of new or replacement striping and markings. NO. DESCRIPTION OF REVISION O$ = PROPOSED SIGNALIZED INTERSECTION. , D. All control points and spotting removes during sandblasting shall be replaced ' prior to installation of striping and markings. CITY OF RANCHO E. All control points and spotting shall be inspected and approved by the City r ' Traffic Engineer prior to installation of new or replacement striping and markings. R26(CA) 6 SIGNING AND ST � F. All traffic striping and pavement markings installed on new road surfaces shall be on approved low VOC type, 15 mil thick (wet). Installation shall be in two 11 coots with the second a minimum of two weeks after the first, unless otherwise ,- noted. DAY CREEK B 13 G. All thermoplastic striping and avement markings shall be installed in one coot and be 10 mil thick (dry, unless otherwise noted. ' H. Under no conditions shall a roadway be left over night, weekends nor holidays BETWEEN MADRIGAL DR. Awithout; appropriate striping and markings to the satisfaction of the City Engineer. Q�pFESS/pN� i 6 R26(S)(CA). 1. All traffic striping and markings shall be installed with all appropriate permits �p APPROVED BY: } W3-3 and traffic control measures, in accordance with city and state standards. �� ��- 0 K / tee tic CITY ENGINEER ' J. Temporary or construction striping and marking shall be in accordance with city c; No. 42445 z DESIGN �A" aY: R26(CA) 6 - -�— and state standards and as directed by the City Traffic Engineer. IYN �ADVANTE'C Consu Exp.3-31-06 Traffic+ITS+comawicaum 3) Street Nome Signs shall be installed per City Standard Plan No. 401-A f `st CIVIL ��P TMM suites Coptoy Drive r NOTE: SPECIAL PROMSIONS FOR THIS WORK ARE ON FILE IN THE CITY OFFICE 4) Traffic Signs shall be installed per City Standard Plan No. 401-B .,rf OF cA `�o� CHECKED Diom �,. ��65 W OR WITH THE CITY ENGINEER AND SHALL BE USED FOR ALL WORK. I ' D� 53005 j PROJECT SHEET NO.__`L..OF_