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HomeMy WebLinkAbout2429-SGENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS LATEST EDITIONS, AND SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS, MAINTENANCE MANUAL, STANDARD SPECIFICATIONS AND STANDARD PLANS, CAMUTCD LATEST EDITION, CITY STANDARD PLAN 133 AND THE SPECIAL PROVISIONS. 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, LATEST EDITION AND THE SPECIAL PROVISIONS. 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. 6. VEHICLE INDICATIONS SHALL BE 12'. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 7. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS AS SHOWN IN 120/240V SERVICE WIRE DIAGRAM ON CITY STANDARD PLAN 407. COORDINATE SERVICE DETAILS AND SCHEDULE WELL IN ADVANCE OF NEED. 8. 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 SOUTHERN CALIFORNIA EDISON CO. (CONTACT CURT HORNE) SOUTHERN CALIFORNIA GAS CO. VERIZON (CONTACT STEVE HOCK) CUCAMONGA COUNTY WATER DISTRICT (WATER AND SEWER) UNDERGROUND SERVICE ALERT E.C.R. PHONE NUMBERS (909) 930 -8540 (800) 227 -2600 (909) 469 -6327 (909) 987 -2591 (800) 227 -2600 o' C� M POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTE: CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, DIAL 811, 48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING UTILITY LOCATION. • Know what's below. Call before you dig. DI KT A Free Public Service Provided by Underground Service Alert of Southern California ROCHESTER AVENUE U-1 PLANS FOR CONSTRUCTION OF THE HAWK PEDESTRIAN CROSSING BETWEEN LARK DRIVE AND VICTORIA PARK LANE REMOVABLE STEEL CAP SEE "SIGNI TAB" DETAIL 2E 8'0„ ARM LENGTH 60" 48" 24" 2E 6" Avenue AVE 6300 2E 6IR " 6„ 8'0„ NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS z" COUPUNG AT BOTTOM —FOR SIGN WIRING (NIPPLE & CONNECTORS BY OTHERS) 2 1 6G 99 ARM TUBE SIZE LENGTH MATERIAL SPECIFICATIONS END O.D. x BASE O.D. x THK. 8'0" Steel of 48,000 psi minimum yield after fabrication 2 3 8" x 3 1 2" x 11 GA. & FLANGES ASTM A35 Steel ASTM A36 Steel PIPE BACK CLAMP W/4 BOLTS (ASTM A -307) MATERIAL SPECIHCAHONS BUTT WELDS SIGNAL POLE DIAMETER AT 24' ABOVE Ground flush with base metal HNISHED GRADE WELDS Al welds shall conform to AWS D1.1 weld specification E CLAMP STRUCTURE 6 DIA. HOLE IN CLAMP SUPPLIED WITH SIGNAL POLE A TYPE "F" 8" 16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE )" FIELD DRILLED) 12 DA. DEBURRED HARDWARE HOLE IN CLAMP WELDING n accordance with the "Specification for Structural Suppports of Highwayy Sins, Luminares and Traffic Signals. AASHTU 1994 NOTCH OR DRILL FOR DRAINAGE—/ 1" DA. HOLE W/GROMMET IN FARM 3 11 PAD. AS REO'D. (HOLD) 4 BAD. 4„ 2 6' DA. DRILL SIGN TAB DETAIL POLE (HELD DRILLED) N CLAMP DETAIL 1 6G 99 HORIZONTAL IISNS MAST ARM 899UC 69LC i I.I.S.N.S. LEGEND DETAIL Y99 2 Y99 HIGHLAND AVENUE U-1 D z U-1 Q z U-1 Q 2 BASE LARK DR. SEE SHEET 2 VICTORIA LINE J U-1 z z Q 1: U � w C/) U-1 U-1 = U U O W D z w Q LANE 0 z H ROAD w VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES: CROSSWALK AND CURB RAMP 0 SAWCUT AND REMOVE EXISTING CONCRETE CURB, MEDIAN AND PAVEMENT TO THE LIMITS SHOWN. 02 REMOVE EXISTING CONCRETE WALK TO THE LIMITS SHOWN. CONSTRUCT 4" THICK CURVILINEAR PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 114. 0 SAWCUT AND JOIN. 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT TO THE LIMITS SHOWN. OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. OCONSTRUCT 6" THICK PCC OVER EXISTING BASE MATERIAL. OCONSTRUCT AC PAVEMENT PER TRENCH REPAIR DETAIL, CITY OF RANCHO CUCAMONGA STANDARD PLAN PLAN 120. OPROTECT EXISTING STREET TREES AS NECESSARY. OCONSTRUCT CURB RAMP PER CALTRANS REVISED STANDARD PLAN RSP A88A, CASE A. SEE DETAIL 2 HEREON. 10 INSTALL 3' WIDE DETECTABLE WARNING SURFACE. SEE DETAIL 3 HEREON. G CONSTRUCTION NOTES: STRIPING AND SIGNAGE 11 REMOVE CONFLICTING STRIPING AND MARKINGS BY WET SANDBLASTING. 21 PAINT 8 INCH WHITE LINE WITH TYPE G MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. PAINT DOUBLE YELLOW CENTER LINE WITH TYPE D MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALIFORNIA MUTCD 2014 EDITION. PAINT "SLOW SCHOOL XING" PER CALIFORNIA MUTCD 2014 EDITION. INSTALL 12" THERMOPLASTIC SOLID YELLOW LADDER CROSSWALK PER CALIFORNIA MUTCD 2014 EDITION. INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 81 INSTALL SIGN AND POST AS NOTED. 91 EXISTING STREET TREES TO BE PROTECTED IN- PLACE. 10 INSTALL 100 LF RED PAINT ON EXISTING CURB. 11 INSTALL 87 LF OF RED PAINT ON EXISTING CURB AND JOIN EXISTING RED PAINTED CURB. 12 EXISTING PASSENGER LOADING ZONE SIGN, TO BE REMOVED. DESCRIPTION OF REVISION DATE I I CITY I APPROVED: �-ST CITY OF RANCHO CUCAMONGA 99 HAWK PEDESTRIAN CROSSING PLAN ROCHESTER AVENUE 0400______� 4 BETWEEN LARK DRIVE AND VICTORIA PARK LANE TITLE SHEET APPROVED BY: DATE: 5/11/16 CITY ENGINEER RCE: 67514 QFtOF ESS /ON PvtD By ��F DESIGN PLAN PREPARED BY: 118 West Lime Avenue RECOMMENDED h� Q QG 7i� Monrovia, CA 91016 OAS Phone: 626.357.0588 C7 rn C Fax: 626.303.7957 LU C 43296 z DRAWN glgi!leeringiHG Web: www.civiltec.com SHEET * * onaTon�o.�non�,�neenng 1 4 �ons�,�non,�noga.�n�. g D RB ��,Eom,a . �,�ooa OF sT civic �P qTF OF CAoF CHECKED R.C.E. NO 43296 DRAWING NO. �+ OAS W. DAVID BYRUM DATE 05 -06 -2016 2429-5 GENERAL NOTES MATERIAL SPECIFICATIONS SHAFT Steel of 48,000 psi minimum yield after fabrication BASE PLATES & FLANGES ASTM A35 Steel ASTM A36 Steel PIPE ASTM A3653 Grade "B" Steel MATERIAL SPECIHCAHONS BUTT WELDS Ground flush with base metal LONGITUDINAL WELDS Al welds shall conform to AWS D1.1 weld specification HNISH COATING STRUCTURE Hot dip galvanized per ASTM A -12,3 HARDWARE Hot dip galvanized per ASTM A -153 DESIGN CRITERIA STRUCTURE & HARDWARE n accordance with the "Specification for Structural Supports of Highwayy Sins, Luminares and Traffic Signals. AASHTO 1994 WELDING n accordance with the "Specification for Structural Suppports of Highwayy Sins, Luminares and Traffic Signals. AASHTU 1994 FARM 3 11 PAD. AS REO'D. (HOLD) 4 BAD. 4„ 2 6' DA. DRILL SIGN TAB DETAIL HORIZONTAL IISNS MAST ARM 899UC 69LC i I.I.S.N.S. LEGEND DETAIL Y99 2 Y99 HIGHLAND AVENUE U-1 D z U-1 Q z U-1 Q 2 BASE LARK DR. SEE SHEET 2 VICTORIA LINE J U-1 z z Q 1: U � w C/) U-1 U-1 = U U O W D z w Q LANE 0 z H ROAD w VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES: CROSSWALK AND CURB RAMP 0 SAWCUT AND REMOVE EXISTING CONCRETE CURB, MEDIAN AND PAVEMENT TO THE LIMITS SHOWN. 02 REMOVE EXISTING CONCRETE WALK TO THE LIMITS SHOWN. CONSTRUCT 4" THICK CURVILINEAR PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 114. 0 SAWCUT AND JOIN. 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT TO THE LIMITS SHOWN. OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. OCONSTRUCT 6" THICK PCC OVER EXISTING BASE MATERIAL. OCONSTRUCT AC PAVEMENT PER TRENCH REPAIR DETAIL, CITY OF RANCHO CUCAMONGA STANDARD PLAN PLAN 120. OPROTECT EXISTING STREET TREES AS NECESSARY. OCONSTRUCT CURB RAMP PER CALTRANS REVISED STANDARD PLAN RSP A88A, CASE A. SEE DETAIL 2 HEREON. 10 INSTALL 3' WIDE DETECTABLE WARNING SURFACE. SEE DETAIL 3 HEREON. G CONSTRUCTION NOTES: STRIPING AND SIGNAGE 11 REMOVE CONFLICTING STRIPING AND MARKINGS BY WET SANDBLASTING. 21 PAINT 8 INCH WHITE LINE WITH TYPE G MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. PAINT DOUBLE YELLOW CENTER LINE WITH TYPE D MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALIFORNIA MUTCD 2014 EDITION. PAINT "SLOW SCHOOL XING" PER CALIFORNIA MUTCD 2014 EDITION. INSTALL 12" THERMOPLASTIC SOLID YELLOW LADDER CROSSWALK PER CALIFORNIA MUTCD 2014 EDITION. INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 81 INSTALL SIGN AND POST AS NOTED. 91 EXISTING STREET TREES TO BE PROTECTED IN- PLACE. 10 INSTALL 100 LF RED PAINT ON EXISTING CURB. 11 INSTALL 87 LF OF RED PAINT ON EXISTING CURB AND JOIN EXISTING RED PAINTED CURB. 12 EXISTING PASSENGER LOADING ZONE SIGN, TO BE REMOVED. DESCRIPTION OF REVISION DATE I I CITY I APPROVED: �-ST CITY OF RANCHO CUCAMONGA 99 HAWK PEDESTRIAN CROSSING PLAN ROCHESTER AVENUE 0400______� 4 BETWEEN LARK DRIVE AND VICTORIA PARK LANE TITLE SHEET APPROVED BY: DATE: 5/11/16 CITY ENGINEER RCE: 67514 QFtOF ESS /ON PvtD By ��F DESIGN PLAN PREPARED BY: 118 West Lime Avenue RECOMMENDED h� Q QG 7i� Monrovia, CA 91016 OAS Phone: 626.357.0588 C7 rn C Fax: 626.303.7957 LU C 43296 z DRAWN glgi!leeringiHG Web: www.civiltec.com SHEET * * onaTon�o.�non�,�neenng 1 4 �ons�,�non,�noga.�n�. g D RB ��,Eom,a . �,�ooa OF sT civic �P qTF OF CAoF CHECKED R.C.E. NO 43296 DRAWING NO. �+ OAS W. DAVID BYRUM DATE 05 -06 -2016 2429-5 VICTORIA \PARK LANE _ I` �' ----------------------------------- I - -- - - -- --- - - - - -- -— ®— _____! ----------------------- - - - - -- 11 11 11 11 �� II « �) 0 ' 1 D w _ -- - - - - -- - - - - - - --- - - - - -- _ J I_ -- 1--------- 1-- - - - - -� ----- - - - - -- _ _lil cn co \ O - - - - -— - - - -- -- - - - - -- - - - -0 -------- - - - - -- — — - - - - -- �— — ? ,• i,. ..•i,"' —mot, ', - -- - - -- w LU O o® I 8 R3 -2 R9 -3 I R10 -20aP R9- 3bP(R) 8 � o T F•rL � Cj� O C. L. INT. ST. STA. 32 +165.91 ROCHESTER AVE= 7w 4 3 ° 3 1 3 + I I co STA. 53 +16.41 VICTORIA PARK LANE WG. 1242 AND 1436 ESTER � � AV' 35 32 � 0 ROC- H 3 34 � � 36 o N + -� U � � 3 % � � 3 38 _ — 3 T w 1 3 1 2 4 1 5 o ��- z - — 3 = I 60' OPENING 18Q' _ c SEE 1 DETAILk 3 I I I I VICTORIA PARK LANE Ln — ° 8 R10 -6 U � I I w > — m HAWK PEDESTRIAN CROSSING 6 Q BEACON SIGNAL w I I �w VJ 3 h I EXIST. R9 -3 l u l R9 (L) L8 C3 r 8 SW24 -3(CA) r� O ° 11 o EXISTING PAINTED CURB T ■ ■ 5 o T __T - - - - - -L - -- IEXIST. U) 3 I 0 MEDIAN 7 I � 6 HAWK PEDESTRIAN R9 -3 z 12 10 CROSSING BEACON SIGNAL R9- 3bP(R) 8 — — R1 ® -6 — ° 9 1--' 19 [–/ 19 O O O LO w z J 0 LARK DRIVE 01-11 O 0 1 T EXIST. o D MEDIAN —i 1 ROCHESTER 46 N U LE-. 47 O �� 0 0 O DO o M � 0 AV�IIU E LO O I EXISTING PAINTED CURB ti � 42 —� EXIST. MEDIAN oe a — T CONSTRUCTION NOTES: STRIPING AND SIGNAGE I MUTCD SIGNS 1D REMOVE CONFLICTING STRIPING AND MARKINGS BY WET SANDBLASTING 2� PAINT 8 INCH WHITE LINE WITH TYPE G MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 3� PAINT DOUBLE YELLOW CENTER LINE WITH TYPE D MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALIFORNIA MUTCD 2014 EDITION. PAINT "SLOW SCHOOL XING" PER CALIFORNIA MUTCD 2014 EDITION. 6� INSTALL 12" THERMOPLASTIC SOLID YELLOW LADDER CROSSWALK PER CALIFORNIA MUTCD 2014 EDITION. INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 8� INSTALL SIGN AND POST AS NOTED. 9� EXISTING STREET TREES TO BE PROTECTED IN- PLACE. 10 INSTALL 100 LF RED PAINT ON EXISTING CURB. 11 INSTALL 87 LF OF RED PAINT ON EXISTING CURB AND JOIN EXISTING RED PAINTED CURB. 12 EXISTING PASSENGER LOADING ZONE SIGN, TO BE REMOVED. MON -FRI 7AM -9AM 4PM -7PM R10 -20a STATE LA's Hero TO WITHIN CROSSWALK :71Qy SCHOOL SPEED LIMIT 25 WHEN CHILDREN ARE PRESENT SR4 -1(CA) I&* SW24- 2(CA)(L) I SW24- 2(CA)(R) R9 -3 C T R9- 3bP(L) 8 10 8 SW24 -3(CA) i% J O J w m w w W O � O 43 4 LO T EXIST. Q 0 MEDIAN n J — — — — — — — — — — — — — —c_ t —r Q 13 — — AHEAD SW24 -3(CA) USE♦ CROSSWALK R9- 3bP(L) USE♦ CROSSWALK R9- 3bP(R) R9 -3 STO P HEREON RED e-1 R1 0-6 ® START CROSSING Watch For Vehicles ©DON'T START Finish Crossing I Started INTIME REMAINING To Finish Crossing © DON'T CROSS PUSH BUTTON TO CROSS R10 -3e Q AV GRAPHIC SCALE 20' 10' 0 20' 40' 1 INCH = 20 FEET TYPICAL DESCRIPTION OF REVISION DATE clTv APPROVED: CITY OF RANCHO CUCAMONGA HAWK PEDESTRIAN CROSSING PLAN ROCHESTER AVENUE BETWEEN LARK DRIVE AND VICTORIA PARK LANE STRIPING AND SIGNAGE PLAN APPROVED BY: DATE: 5/11/16 CITY ENGINEER —;— RCE: 67514 QFtOF ESS /pN 118 P��D By ��F DESIGN PLAN PREPARED BY: Mo West Lime Avenue RECOMMENDED Monrovia, CA 91016 OAS Phone: 626.357.0588 Fax: 626.303.7957 U C 43296 z enghneWhigine DRAWN Web: www.civiltec.com SHEET * * onaTon�o.�non�,�neenng D RB 4 �ons�,�non,�noga.�n�. g ��,Eom,a . �,�ooa 2 OF sT C10- �P qTF OF CA��F CHECKED R.C.E. NO 43296 DRAWING NO. ��++ OAS W. DAVID BYRUM DATE 05 -06 -2016 2429—) w O m Q o w w O O O LO w z J 0 LARK DRIVE 01-11 O 0 1 T EXIST. o D MEDIAN —i 1 ROCHESTER 46 N U LE-. 47 O �� 0 0 O DO o M � 0 AV�IIU E LO O I EXISTING PAINTED CURB ti � 42 —� EXIST. MEDIAN oe a — T CONSTRUCTION NOTES: STRIPING AND SIGNAGE I MUTCD SIGNS 1D REMOVE CONFLICTING STRIPING AND MARKINGS BY WET SANDBLASTING 2� PAINT 8 INCH WHITE LINE WITH TYPE G MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 3� PAINT DOUBLE YELLOW CENTER LINE WITH TYPE D MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALIFORNIA MUTCD 2014 EDITION. PAINT "SLOW SCHOOL XING" PER CALIFORNIA MUTCD 2014 EDITION. 6� INSTALL 12" THERMOPLASTIC SOLID YELLOW LADDER CROSSWALK PER CALIFORNIA MUTCD 2014 EDITION. INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 8� INSTALL SIGN AND POST AS NOTED. 9� EXISTING STREET TREES TO BE PROTECTED IN- PLACE. 10 INSTALL 100 LF RED PAINT ON EXISTING CURB. 11 INSTALL 87 LF OF RED PAINT ON EXISTING CURB AND JOIN EXISTING RED PAINTED CURB. 12 EXISTING PASSENGER LOADING ZONE SIGN, TO BE REMOVED. MON -FRI 7AM -9AM 4PM -7PM R10 -20a STATE LA's Hero TO WITHIN CROSSWALK :71Qy SCHOOL SPEED LIMIT 25 WHEN CHILDREN ARE PRESENT SR4 -1(CA) I&* SW24- 2(CA)(L) I SW24- 2(CA)(R) R9 -3 C T R9- 3bP(L) 8 10 8 SW24 -3(CA) i% J O J w m w w W O � O 43 4 LO T EXIST. Q 0 MEDIAN n J — — — — — — — — — — — — — —c_ t —r Q 13 — — AHEAD SW24 -3(CA) USE♦ CROSSWALK R9- 3bP(L) USE♦ CROSSWALK R9- 3bP(R) R9 -3 STO P HEREON RED e-1 R1 0-6 ® START CROSSING Watch For Vehicles ©DON'T START Finish Crossing I Started INTIME REMAINING To Finish Crossing © DON'T CROSS PUSH BUTTON TO CROSS R10 -3e Q AV GRAPHIC SCALE 20' 10' 0 20' 40' 1 INCH = 20 FEET TYPICAL DESCRIPTION OF REVISION DATE clTv APPROVED: CITY OF RANCHO CUCAMONGA HAWK PEDESTRIAN CROSSING PLAN ROCHESTER AVENUE BETWEEN LARK DRIVE AND VICTORIA PARK LANE STRIPING AND SIGNAGE PLAN APPROVED BY: DATE: 5/11/16 CITY ENGINEER —;— RCE: 67514 QFtOF ESS /pN 118 P��D By ��F DESIGN PLAN PREPARED BY: Mo West Lime Avenue RECOMMENDED Monrovia, CA 91016 OAS Phone: 626.357.0588 Fax: 626.303.7957 U C 43296 z enghneWhigine DRAWN Web: www.civiltec.com SHEET * * onaTon�o.�non�,�neenng D RB 4 �ons�,�non,�noga.�n�. g ��,Eom,a . �,�ooa 2 OF sT C10- �P qTF OF CA��F CHECKED R.C.E. NO 43296 DRAWING NO. ��++ OAS W. DAVID BYRUM DATE 05 -06 -2016 2429—) l , 1426.6 CONSTRUCTION NOTES: CROSSWALK AND CURB RAMP 0 SAWCUT AND REMOVE EXISTING CONCRETE CURB, MEDIAN AND PAVEMENT TO THE LIMITS SHOWN. EXISTING MEDIAN O2 REMOVE EXISTING CONCRETE WALK TO THE LIMITS SHOWN. CONSTRUCT 4" THICK CURVILINEAR PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 114. 3O SAWCUT AND JOIN. 1426.97 4 O SAWCUT AND REMOVE EXISTING AC PAVEMENT TO THE LIMITS SHOWN. 3 I 3 3 O CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. 5 0 CONSTRUCT 6" THICK PCC OVER EXISTING BASE MATERIAL. 5 O CONSTRUCT AC PAVEMENT PER TRENCH REPAIR DETAIL, CITY OF RANCHO CUCAMONGA STANDARD PLAN PLAN 120. 3 1 I O PROTECT EXISTING STREET TREES AS NECESSARY. CV 4 7 8 O9 CONSTRUCT CURB RAMP PER CALTRANS REVISED STANDARD PLAN RSP A88A, CASE A. SEE DETAIL 2 HEREON. ,4 .5 N M 2 10 INSTALL 3' WIDE DETECTABLE WARNING SURFACE. SEE DETAIL 3 HEREON. 9 i g 1 ST. STA. 39 +31.12± I 10 Q� BEGIN CONSTRUCTION 3 I 7 4 sr 5 5 1 I 3 ST. STA. 39 +22.29± ' 1424.- BEGIN CONSTRUCTION EXISTING M DIAN 8 3 GRAPHIC SCALE M 10' 5' 0 10' 20' 8 1 INCH = 10 FEET 1 1 /f 3- TYPICAL 1 PROPOSED CROSSWALK DETAIL DETECTABLE WARNINGS SYSTEM MANUFACTURED BY TILCO VANGUARD, INC., 20628 BROADWAY AVE. Gutter not shown �• e/ RETAINING CURB Ols♦ COUNT, ROUTE PasT xiLEa R E, iaTaL RETAINING CURB IF ioraL PROJECT o. SHEETS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SNOHOMISH, WA. 98296 i E NECESSARY AT EDGE E SIDEWALK G NECESSARY AT EDGE 0.45" Min AND 0.47" MOx � - a OF SIDEWALK I`- YF 5- TOP Dio� 0 (• 0 O O O O O 0 O 0 O 0 O O 0 O O 0 O 0 O O O O O O O O O (360) 668 -5700 SIDEWALK x a SEE NOTE 9 1 .s% Max TMax o - IAa>< SIDEWALK L6S Min 0.91, Mt ox Ec,arEREacIYILENCINEER r.o ,a,.r BASE Oia z° :`P�o. 4 O c� NYCEN r'� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WWW.VANGUARDONLINE.COM - s c 95Owa 1.5% Max SIDEWALK w July 3, 2015 b41957 m 0 0 (! o O O O O o O O o O o O O o o O O O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O FRONT EDGE OF U1 x0 uai I �!� ..'1 - ° ° PLANS APPROVAL UAIL ' _ 1.5% ° 88 8888 7,5Y. o ,P 7 -ll -Ib Max 88o8888D0o 888° °8 ° °° Mox m mr sulE cr uiM1SVa»vu av vs afnttxr nrn C X �° S X w aCNlr F I wE wrfP0.Yl /w(f fLN J�' vi 8 6s 6686 ° x !Hf LGMPL O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O SIDEWALK e883 888 °0°08 ° ,n O <KLAfCry FIENFrf 4Y rFA/MCO @n c •6�°`r � � 6�°868666� %6868888 ` � ca°iES oI nr rr <rr s e r. ilU9°- RAISED TRUNCATED DOME °8888aoe 8868 €886 0 0 0 0 0 0 0 �O� 0 0 0 0 0 0 0 0 0 0 EDGE OF DETECTABLE 088 9.0% Max 8 X88 8, 9.0'1. Ma AT CURS, 8 8..... 8 AT CURB o6°6X x888e FRONT 8888 ^6°0°86 EDGE OF SIDEWALK TO ACCOMPANY PLANS DATED � FRONT EDGE _ ,.l SEE NOTE 9 OF SIOEWA LK ��LLJJ NOTES: O O O O O O O O O O O O O O O O O O WARNING STRIP. A I 9.0% Mox 9.0% Max B SEE AT CURB CAS A � � 1. As site conditions dictate, Case A through Case G Curb ramps may be ,r setl far corner installations similar t0 tha5a Shown in Detail A and N O J O O 0 w O O O O O O O O O O O O O O O O El 4' -2" J Min AT CURB NOTE 9 SIDEWALK Detail B. The case of curb ramps used in Detail A do not have to 1.5Y. 1.5% _ r:�,.rw.� the same. Case A through Case G curb ramps also may be used of Max - SIDEWALK 0 0 0 0 m O O 0 O 0 O 0 O 0 0 O O 0 0 O O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O CASE A CASE B C ux mi I` c I FRONT EDGE 1" mid block locations, as site conditions dictate. �>: OF °I 1 ® SIDEWALK . 9.0% R8 F. If distance from curd to back f sidewalk is too short n AT CURB accommodate ramp and 4'-2' platform (landing) as shown in Case u the sidewalk may be depressed longitudinally as in Case B, or C or O O @ O LPL O O O O O O O O O O O O O O O O O A FRONT ma be widenatl as in Case R. GEDGEDF y m z o 0 0 0 000 0 00000000000000000 0 0 0 0 0 0 0 0 o o o o o SIDEWALK Mo% . a ?a Typ 910EWALK 3, When ramp is located in center of curb return, crosswalk °0 D°oo° configuration must be similar t° that shown far Detail B. 8868 ING as o °ao Llrl'A' C LJ O O O O O O O O O O O O O O ivc SEE NO7 9 E ,SIDEWALK . x ' •� ° � • 0688 BOTH 88 . As site condi4 ions ditto +e, the retaining curb side antl the flared $ OF ��side of the Case Cramp shall be constructed in reversed position. m LL.I FRONT 9.D% Mox AT CURB 12 OO ° ° 5. if located on a curve, the sides of the ramp need not be parallel, O O O O - O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O M EDGE OF SIDEWALK 9.0% Max AT CURB but the minimum width of the ramp shall be 4' -2'. 9' -2" Mini SEE NOTE 9 RETAINING 4' -2° Min SEE NOTE 9 '-� CURB ,� G. Side slope of romp flares vary uniformly from o maximum of 9.0% at el curb to conform with 1 °ngituCinal sidewalk to top (n, C? _ O O �- M O O O O O O O O O O O O O O O O O N FRONT _. slope adjacent of the ramp, except in Case C and Case F. O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o O 9.Oy. Max 88 ^8888 9.0% M. AT CURB 8 AT CURB a 888 PLANTING x•0%88 EDGE OF CASE F CASE G T. Trans i+iOnS from romps and landing o wal ka, utters or streets v: ° °8 "° SIDEWALK 9 9 AREA ou oz 88 See Note 4 shall be flush (no lip and free Of abrupt changes. ° ° RETAINING CURB a Z @@@Y@@@@@@@@@@@@@@@@ ° ...... ° a e8 rFLOWLINE TOP OF RAMP 4' -2" Min adjacent to and Within 24 inches of the curb ramp shop not be (BOTH SIDES OF RAMP) GUTTER 8. Counter slopes of adjoining gutters and road surfaces immediately `� A -2 4• -2,• SEE NOTE 9 SEE NOTE 8 n - - - - ROUNDED _ jT than 2' -OS of (5.0%) Cutter pan slope shall not exceed 1" of 1.5% Max F O O O O O O O O O O O O O O O O O O O 2. 5" APART (TYP) M n ASE D 7yp CASE E 9. Curb ramps shall hove a detectable warning surface that extends `T'S% Mox the Tull width antl 3' -0" depth of the romp. A 4' -0" wide detectable warning surface may be used m a 4' -2" equ curb ramp. Detectable SECTION a -a Warning Surfaces Shall conform t0 the requirements in the Standard O O O O 0 0 0 0 O 0 O 0 O 0 O O 0 0 O O 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 ADJACENT DETECTABLE x v, 'n ¢ WROVI A FLARED 510E OCCURS PROVIDE 2' -0'• Min DF CURB Specifications. GUTTER RE7A INING CURB FLOWLINE 10. Sidewalk and ramp thickness, "T ", shall be 3 %z" minimum. IF NECESSARY TOP OF RAMP 4' -2" Min 11. Utility pull boxes, manholes vaults and all other utility facilities ROUNDED within the boundaries of the curb ramp will be relocated or '1- - - - - - - - - - - adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. i 7- 0 0 0 0 O O O O O O O O 0 O O 0 O O 0 O O 0 0 O O O O 0 0 O O O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O O O O O 0 o STRIP. REFERENCE NOTE O O NO. 4 7.5% Max 1,5% Max M a 00 v RgMP p°.° a tta SEE NOTE B 12. Detectable warning surface may have to be cut to allow removal of covers while maintaining full detectable warning width and 4 TYPICAL PLAN 08 de o SECTION B-B and depth. 2.35 n APART (TYP) NOTES: SIDEWALK a Depress entire sidewalk as required _ RETAINING CURB ® ®® IF NECESSARY � °° °D (1) TRUNCATED DOME DETECTABLE WARNING CITY LANp1NG i`I ° o�� J' FLOWL INE -I- - - - - - - - - - - - - CENTEROTONCENTE Max R SPACING a SURFACE IS REQUIRED ON CURB RAMPS WHEN DESCRIPTION OF REVISION DATE APPROVED: SIDEWALK ;� F�NR °ao ., ~ 1.5% Max T RAISED TRUNCATED DOME PATTERN (IN -L[NEI NOTE B DETECTABLE WARNING SURFACE SECTION c -c See Nate 9 O SLOPE IS BETWEEN 5.0% AND 8.33% (2) TRUNCATED DOMES SHALL BE INSTALLED UNDER CITY OF RANCHO CUCAMONGA CROSSWALK WHERE A FLARED SIDE OCCURS CROSSWALK IF PROVIDED PROVIDE 2' -O" MIn OF CURB LIMIT OF PAY 4' -2" Min STATE OF CALIFORNIA ROUNDED DEPARTMENT OF TRANSPORTATION '� A FIVE (5) YEAR PRODUCT WARRANTY WHICH SHALL HAWK PEDESTRIAN CROSSING PLAN IF PROVIDED r _____�_____ CURB RAMP DETAILS INDICATE SHAPE, COLOR FASTNESS, CONFIRMATION, DETAIL A TYPICAL TWO-RAMP DETAIL B TYPICAL ONE -RAMP � NO SCALE NOTE 8 RSP A88A DATED JULY 9, 2015 SUPERSEDES RSP A88A DATED MARCH 21, 2014 AND RSP A88A DATED JULY 19, 2019 ANp STANDARD PLAN A88A 0,90" BASE SOUND ON CANE ACOUSTIC QUALITY, RESILIENCE ROCHESTER AVENUE CORNER INSTALLATION CORNER INSTALLATION DATER MAY 20, 2011 - RETROFIT PAY L[M[TS PAGE 121 OF THE STANDARD PLANS BOOK GATED 2010. Existing curd and sidewalk AND ATTACHMENT. DOMES AS INSTALLED PER See Note 1 See Notes 1 and 3 REVISED S T A N D A R D PLAN R S P A 8 8 A 0.45 " TOP BETWEEN MANUFACTURER'S INSTRUCTIONS SHALL NOT - -- TAPERED EDGES DEGRADE SIGNIFICANTLY FOR AT LEAST FIVE (5) LARK DRIVE AND VICTORIA PARK LANE WHERE EXPOSED YEARS AFTER INITIAL INSTALLATION. CROSSWALK PLAN (3) OVERALL DIMENSIONS OF TRUNCATED DOME TYPICAL SECTION A -A DETECTABLE WARNING STRIPS MAY VARY. REFER TO APPROVED B DATE: 5/11/16 = _ CITY ENGINEER - RCE: 67514 o >- (N.T.S.) SITE PLAN FOR LOCATION AND EXTENTS OF DOME No ~ OFESS /p eR ��� NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 „ OF THE CURB RAMP STRIPS. (4) ADJACENT SECTIONS OF DOMES SHALL MAINTAIN �o ID e DESIGN PLAN PREPARED BY: 118 West Lime Avenue RECOMMENDED e- Pvy F Monrovia, CA 1016 h� Q fQG 2� 9 �' y OAS Phone' 626.357.0588 Fax: 626.303.7957 SHALL NOT BE STEEPER THAN 5 %. GUTTER SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2' OF WIDTH. DIMENSIONAL SPACING OF DOMES. C 43296 e" " '� ' "` LU g DRAWN Web: www. civilteG.com SHEET 2. THE SLOPE FOR THE LANDING SHALL NOT BE STEEPER THAN 2% IN ALL DIRECTIONS. (5) TRUNCATED DOMES SHALL BE DARK GRAY * * E E 4 3 D RB ��,E °m,a . �,� °oa of sT C/0- �P 9TFUFCA_\FQ � CHECKED DRAWING NO. 2 CALTRANS DETAIL N.T.S 3 TRUNCATED DOME DETECTABLE WARNING STRIP Iii= si -oii R.C.E. No OAS 2429-) -06-2 W. DAVID BYRUM DATE 05 -06 -2016 v RED YELLOW DETAIL "A" POLE SCHEDULE PROPOSED PHASE LUMINAIRE DIAGRAM VEH SIG MTG PED SIG MTG* GROUP A GROUP B NOT USED No. NOT USED Ht. IN m1 02 03 04 NOT USED 10 NOT USED NOT USED 05 06 1 07 m8 v RED YELLOW DETAIL "A" POLE SCHEDULE POLE DATA SIGNAL M.A. LUMINAIRE VEH SIG MTG PED SIG MTG* p I.I.S.N.S. ** LEGEND POLE LOC. REMARKS No. TYPE Ht. M.A. ED * ** MAST POLE 0 QUAD STATION C OA 24 -3 -100 30' 30' 15' 1MAX 2 -MAS - SP -1 -CS - S PED XING(YELLOW) 39 +54 5.4' - OB 24 -3 -100 30' 30' 15' 165W 2 -MAS - SP -1 -CS - N PED XING(YELLOW) 39 +30 3' - © pp B 4' - - - - - SP -1 -CS - N - 39 +32 5.4' - ALL SIGNAL HEADS AND PEDESTRIAN HEADS SHALL BE NEW. * INSTALL LED COUNTDOWN PEDESTRIAN MODULES. ** IISNS TO BE MOUNTED ON SPECIAL HORIZONTAL MAST ARM (CLEVIS ASSEMBLY). SEE SPECIAL PROVISIONS. * ** LED SHALL BE COOPER LIGHTING MODEL #NVNAA03DXT3A4KURAIOKDP OR APPROVED EQUAL. SW24- 2(CA)(R) — _ p _. E - - E — - O E AWG SIZE 0 CIRCUIT 1 2 3 4 5 CONDUCTORS 3 12 CONDUCTORS DON'T WALK POLE - A FLASHING DON'T WALK COUNTDOWN CHANGE DON'T WALK DARK FLASHING YELLOW STEADY YELLOW STEADY RED 8 11 --- 70 "W-- - -f0 "W - �10 "W -- - 10"t N-- 1p" W_- .-- ip••W- _- ._-- __10�.W- _- _10W z c� v� C ROCHESTER 5 I R10 -3e 10 I'd 4��D__ET_AIL "A "I E — E- - 10 "W- CONDUCTOR SCHEDULE* AWG SIZE 0 CIRCUIT 1 2 3 4 5 CONDUCTORS 3 12 CONDUCTORS DON'T WALK POLE - A FLASHING DON'T WALK COUNTDOWN CHANGE DON'T WALK DARK FLASHING YELLOW STEADY YELLOW STEADY RED 8 11 11 11 11 11 C -- 1_ 1_ 1_ 1_ TOTAL CABLES -3 CONDUCT. /12 CONDUCT. 1 2 1 2 1 3 3 #10 LIGHTING 2 2 2 2 2 SIG. COMMON 1 1 1 1 1 TOTAL 3 3 3 3 3 #12 IISNS 2 2 2 2 - 12 PR. 19 SIGNAL INTERCONNECT - - - - 1 CONDUIT SIZE 4" 4" 1 2" 3" 3" CONDUIT FILL % 15.1 6.1 23.217.520.8 * ALL CONDUIT SHALL BE NEW UNLESS NOTED OTHERWISE. SCE HANDHOLE -E4-E __E_ - -E -rW 10 "W - 10'W- _ -f0 "W f0 "W10 "W1pW g ERB= AVENUE s c� Win-- -�' -�- -"va- °'weal —�vsa op --H -- , "vsr +��— awc� X39 C - - - swsP -- �� "ver -40 —WIMP y - �„ ^ae� - -- —a"vev &VA ----- mower-- s "ver —F -- a"vcw- -= 3 / 5 41 - 45"50-- -- 45 "SD---- 45 "SD-- -45 "SD �- G�Ca' �`� 4G'SO--- 45 "SD- - - -45' - - 45 "SD -- - 45 "SD- -45 "SD -� 39" SO-- 39" SO---- 39 "SD---- 39'l5'1�--- 39 "SO-- - -39 "S -3! 2 0 6 SW24 -2 CA)(R) - - - -- � � DETAIL I 5 INSTALL 2 "C, 2#6(SIG) 06 1 4 \\ a - -- _ -- -- - -- -- o o� r . - -: �,• ,- 4 -�NTALL 2 "C, 2#6(SIG) -- - - - - -- _ A /rR— 4 2 EX 1 1 /2 °C, 12 PR. 7 EX. 1 1/2 "C, 12 PR.#1 - - - SW24- (CA)(L) 4 EX. 1 1/2 "C, 12 PR.#19J 7 EX. 1 1/2 "C, 12 PR.#19-7 INTERCEPT EXISTING 12 PR#19 FROM om_x_ EXISTING CABINET AT ROCHESTER/ACTORIA PARK (APPROX 820') AND LAND IN THE PROPOSED CONTROLLER CABINET— INSTALL 1 1/2 "C, 12 '-'-' `-PULL BACK EXISTING 12 PR#19 AND 2'C, 2#10 LIGHTING TERMINATE AT PROPOSED CONTROLLER CABINET. PULL NEW 12 PR #19 FROM PROPOSED CONTROLLER CABINET TO EXISTING CABINET AT ROCHESTER /ARK CONSTRUCTION NOTES' (APPROX 675) i l FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 CONTROLLER ASSEMBLY F5 INSTALL R10 -23 SIGN ON SIGNAL MAST ARM PER CALTRANS STANDARD WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE 'P' PLAN ES -7N, DETAIL "U". CABINET. EXACT LOCATION TO BE DETERMINED BY THE CITYS REPRESENTATIVE. INSTALL A BATTERY BACK -UP SYSTEM IN A © INSTALL SIGN ON SIGNAL POLE AS NOTED. SEPARATE CABINET MOUNTED ON THE SIDE OF THE CONTROLLER CABINET. 7❑ PROTECT IN PACE. ® SW pp)S119 o For 2 INSTALL MODIFIED TYPE III -BF SERVICE, PER CITY STANDARD PAN 407, © INSTALL PULL BOX IN EXISTING INTERCONNECT CONDUIT RUN. vw m CI CUITNBR AKERPFOR METEREDAIISNSFNDM3OARSP SIGNAM 1-15A SP BREAKERS 0 �ap*d CROSSWALK FOR UNMETERED LIGHTING. ®r* Rim i __ STOP Z 73 INSTALL 3" COMPANY SERVICE IFE D POINT. RCOORDINATE WITH THE EDISON fl ON RED GRAPHIC SCALE COMPANY SERVICE PLANNER, WELL IN ADVANCED OF NEED. io • 20 10 0 20 40 ® FURNISH AND INSTALL NEW #6 PULL BOX. R10 -3e SW24- 2(CA)(L) SW24- 2(CA)(R) R10 -23 SIGNAL SEQUENCE DON'T WALK DON'T WALK DON'T WALK WALK FLASHING DON'T WALK COUNTDOWN CHANGE DON'T WALK DARK FLASHING YELLOW STEADY YELLOW STEADY RED ALTERNATING RED INTERVAL DARK AGAIN UNTIL ACTIVATION UPON ACTIVATION UNTIL ACTIVATION #1 #2 #3 #4 #5 #6