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HomeMy WebLinkAbout2049-S QX -7-1-1 7�_ SCALE: . a - 30 15 0 30 60 90 OCL Al) oR`�EW p,`! Co. 4 5 �___ �`` --' 12 10 12 0 12" SOLID YELLOW 20' 0/C �0 �bNOTEj_ - \ '� p .� 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED N SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE 81 WALK OR -SEPARATELY USING THE SAME CLASS OF CONCRETE AS IN THE 811816. WHE*�N POU ED MONOLITHICALLY THE SIDEWALK SHALL BE v 9/ 'o PR?VID WITH A WEAKENED PLANE R A 25 n A16) DEEP SAWCUT ONTINUOUlFL1f AROUND rWE EXTEKNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH \ ' �`--- --- OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOi�F pRACyE. COLOR, FINISH. AtD SCORING TO EXISTING OR PROPOSED CURB AWD WAi.IC AD BASIN. TO THE „, \ - �^ / O��C� �N�R\P�NG 1 � � �� 9 �� f + T� 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE lf4.4j SHAPED BY PLASTERING. Al 3. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLAN. 4. FLOOR OF 13ASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL OOWEL(TYP.1 Len; CURB AND LATERAL SLOPE OF is 12 MINIMUM AND I=3 MAXIMUM. EXCEPT WH R THE GUTTER GRADE �4zasg �. �� s-o. 200 ) A/ 9 ! _._. EXCEEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL ,SLOPE url HC FLOOR SHALL BE THE ��v�,N �� ,,. -' � - __--- 4 260 LF , ,� i "% -%" x _ ,� - SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. T) BO , ) / / / � �J` m(�4> -1 3. DIMENSIONS- 15 �/ V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF ` THE CATCH BASIN AT THE OUTLET - 1.35 W4.51. , I VU - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS -�/ / Ex�s�• i OF NOTE 4. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(#2•). .-c NTER tupp"T VI THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF _ # R LTIP LE THE INLET. NOTED ON THE PROJECT PLANS. ISM 0 4100 mm H - NOTED ON THE PROJECT PLANS. _ ss _ = �� I ) I W 900 rnm(2'-II 3!8•) FOR ONE GRATING; ADD 1051 mm(3'-5 3/80) FOR EACH ADDITIONAL ✓- �' 11 gRo� ; GRATING. �sr � I I so• A THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE NOTE. r AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. M 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECT- , I I FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWMSTR SEEN OF THE BASIN. PROTECT ALL TRAFFIC FLOW LINE I E WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CEI#,NTE LINE: THE PIPE SHALL SO SIGNAL EQUIPMENT IN PLACE I DOWEL DETAIL INTERSECT THE INSIDE CORNER OF THE BASIN. PIPE MAY BE AI TRIMMED AT A OF REPAIR AS REQUIRED 1 STEPS I YM CAT HSBASIN WALL ANE) MINIMUM nM31 RADIUS)OF 4U!! iM6 OIF TPIU �UR "CbNCAtETE. ALL BY CITY ENGINEER. At I ,� to A UND. ADJAC NTT PIPE NDS. A MONOLITHIC CA C" WN CONN O�ION SH 1lS�p .- ` C LOCATION TIE DEGJOIN vR i REANTE R THOR ANPj rDEGRR'ES. ORvI HAENEVEMIRH,NEYER ANGLC RA• IS L L AN TO ���� E CONNECTOR PI�PppEpp IS yy LOCATED SCORING II S IS PECR0ilI1TTED.TM4N Ll'COH� CATCH BASIN C(?0N CTtt)NSTMAYgE3 IC0�S7RUCTTED 1% AYO#8 CSI- LINE- TING STANDARD LENGTHS OF PIPE. I . 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE IN'T'ERFERES WITH THE STEPS. THEY 'SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM BELOW THETTOR OA HE GRAY NN AND PRq ECT 65 n w42 1/20). ALL OTHER S P3 S ALL f7'! -A PROJECT 130 mm(5•). L 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1 m(7') ON CENTER (MAXIMUM) ALONG THE PLAN BACKWALL. - WALL AND SLAB STRUCTURAL DATA IONS AND a. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN SIGNAGE AND STRIPING NOTES: SIGNING & STRIPING CONSTRUCTION NOTES: ' A;r,aiY E ys QA 16%10" REINFORCEMENT REQU51REME*NTS 309 MONOLITHIC CATCH RE NFORCEMENT VECTION $u 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF atlf4 648 mnt(2_I II1t•I 1�4•►R NO. OF MAXIMUM REINFORCEMENT FOR 311 FRAME AND GRATING FOR CATCH BASINS T INSTALL TYPE IV (R) RIGHT TURN ARROW PER CALTRANS STD PLAN NO. A24A. �, w GRATES V 1 WALLS AND SLABI(r 635 STEEL STEP SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS", TRAFFIC MANUAL", AND 636 POLYPROPYLENE PLASTIC STEP "MAINTENANCE MANUAL". REGULATORY AND WARNING SIGNS SHALL BE MINIMUM 30" Q2d4•) Iso 1-2 I.2 wmm(GO) INSTALL STOP SIGN (R1) PER CALTRANS TRAFFIC MANUAL ,, , FRAME ANO 1 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36 ELSEWHERE. w atATING 1-2 2.4 mis•) 200 RVA8.1 NOT REQUIRED 1VAALUESS. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE � t 1-2 3.0 moo, 250 n.n(10.1 !`OR 11AGTRICUBARESI ST EIEMNG SH UNBIT$SAREZUSE�.A LLYALt�EsfiUs !Fgi Cb8 TRUCT 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED 03 INSTALL TYPE IV (L) LEFT TURN ARROW PER CALTRANS STD PLAN NO. A24A. _ .� 1- SHALL TRCBE AIRENGLISH uNIfS 2 3.60011) 280 �rn(f0) REQUIRED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE ®INSTALL TYPE K-1 OBJECT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 130. 2"x2" AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE SIGNS TO 't° 3-4 1.2 mAr 00 mM(s'I SIGN(S) II 1/t" � PN T ROR�- 3-4 Z.O in1T1 200 +�wnt$'I NOT REQUIRED BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET CLEARANCE OINSTALL R7 "KEEP RIGHT SYMBOL" SIGN PER CALTRANS TRAFFIC MANUAL. I • S-4 2.4 reAVI 200 MI ) BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE �-' .1R�.� I # REQUIRED AMERIC PUBLIC WORKS ASSOCIATION-SOUTHERN CALM=ORNIA CHAPTER SHALE EXTEND 1 TO 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4"x2-1/4" ©REMOVE AND RELOCATE EXISTING W41 "SIGNAL AHEAD SYMBOL" SIGN TO NEW LOCATION AS INDICATED ON PLANS. pPTI E it •�. �- as nillt'1 2so �n(Io•I STANDARD PLAN C BY 30" LONG. POST SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT SOB,' h_ JIM5-6 1.2 a44'1 iso "6.1 302 - 2 o CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. O7 PROTECT IN PLACE EXISTING W81 "CHEVRON ALIGNMENT" SIGN. ��� 5-6 1.$ m(s'1 200 x(8.1 NOT REQUIRED CURB OPENING CATCH BASIN WITH GRATING�S� SHE2TIorI C) L_ �- ___. __� l N ATTACH SIGNS TO POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. It 2.4 #M81) Goa nuMS01 - INSTALL R26, R26(S) AND NEIGHBORHOOD WATCH SIGNS ON GREEN "U" CHANNEL POSTS. ®REMOVE EXISTING PAVEMENT ARROW BY WET-SANDBLASTING. r-_- d644•) -�.t N 1 fl-4 3.11 M12'1 230 m*101 T�1p0NA RO�EN- NNI�EC,�TOR PIP QR` ft 1.2 X14'1 ISO m016.1 0 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF REMOVE EXISTING PAVEMENT STRIPING BY WET-SANDBLASTING. 1111rIY 'CTipN 1 6�NI V IIMECCIACN REowREI) CITY PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC 4 2.4 nda•) 200 awn(8) DESCRIPTION OF REVISION DATE APPROVED WORKS CONSTRUCTION" AND THE FOLLOWING PROVISIONS: 10 INSTALL DOUBLE YELLOW MEDIAN STRIPE PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 133. SECTION A-A 4 3.5 w41V) 230 w►(lo•I A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL 11 CITY OF RANCHO CUCAMONGA INSTALL 4" SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 133. AM RICAN PUBLIC 1N0lFtICES ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER o CONFORM TO CALTRANS "STANDARD SPECIFICATIONS", "TRAFFIC MANUAL", "MAINTENANCE CURB MANUAL" AND CITY STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED. 12 INSTALL R26(S) "NO STOPPING ANY TIME" SIGN PER CALTRANS TRAFFIC MANUAL. PROMU"KTIMAYTIIE yURB t PEN11r+IG CATCH BASIN STANDARDPlAN SIGNAGE AND STRIPING PLAN PUSM WOWS STANCAftS ac:, METRIC PAVEMENT LEGENDS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE ;:aatl�n:x�KcamMn t WITH •`- 302 - 2 3 13 ADVANCE TRAFFIC SIGNAL LOOPS R'' o SHEET I of 2 HIGHLAND AVENUE ro STENCILS. a WITH USE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS (9 TRAFFIC SIGNAL LOOPS STA 11+14.37 TO 17+76.15 SHALL BE REMOVED BY WET SANDBLASTING. di = 15 INSTALL R17 "NO LEFT TURN SYMBOL" SIGN PER CALTRANS TRAFFIC MANUAL PALrPAREII UNOf-R THE SUPERVIS18N OF' APPROVED BY DATE /T� C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING QROFESSIpN CITY ENGINEER AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY " p q� R.C.E. NO aj 0 16 INSTALL 8 WHITE CHANNELIZING LINE (51 LF) PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 133 �� NC 0 M F THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. �P RMA - RIVERSIDE INC. RECOMMEN�E/D 17 INSTALL WIDTH TRANSITION SIGN (W11) & "LANE ENDS MERGE LEFT" SIGN (W75) PER CALTRANS TRAFFIC MANUAL Underground Service Alert J r �, GFM 3600 LIME STREET, SUITE 322 D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL OF ANY Cd FIE RIVERSIDE CA 92501 EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO " " Tai' NEx5re14 DRAWN SHEET PAINTING NEW STRIPES, BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT 18 INSTALL TYPE H MARKERS PER RANCHO CUCAMONGA STD. PLAN N0. 133. 1-800 * June 30, 2007 CL WITHOUT PROPER STRIPING FOR MORE THEN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. k0jOF P DF PH. 951-786-0004, FAX 951-786-0005 3 OF 5 RCE NO 227-2600 lot �qT� CIV 1� OQ�\ CHECKED 53454 DRAWING NO. CALF 6j TWO WORKING DAYS BEFORE YOU DIG 0 F. AF#XZA, R.C.£, 53454, £XP. 06/34/07 A4 TE GFM DATE FILE NO C;�49 `S DPZC 2-003--00-71ckRDW?-00'5--0108 4-7 GENERAL NOTES • TRAFFIC SIGNAL AND HIGHWAYTY LIGHTING SYSTEMSCAL ANS SIMIDAED ELAT IN THE DATEDJULY, 2004, AND SIANUABD SEEQIEIC A D JULY, 1999, AS SHOW14 ON THE PLANSTRAVELED T AS SHOWN. CASE I IAL PROVISIONS. • VEHICLE IIC " LCONDUIT " RIGID L ® FI I I MARKINGS LANS FIC SIGN — T L VEHICLE I I ISHALL OF DOUBLE YELLOW LINE OR MEDIAN C C MAINIENAHM • CONFORM L I IL • L I ALL SIGNS, I ANDELECTRICAL LL 1 VOLT. CIRCUIT SIGNSMUMLKCAB. ALS _ — 97LFT N L r • I STRIPING IIA F LI 1 } COORDINATE TIL LI L AV0 IQ SIDEWALK 1 ' , EDITION. IN ADVANCE OF NEED. SEE SERVICE WRINGTIL HEREON. PN SEC N * . LOCATE ALL SUBSTRUCTURES PRIORCONSTRUCTION. HAND DIGDATIONS UN11L 9. THE CONDUCTOR SCHEDULEIS FURNISHEDINSTALLATION GUIDELINE ® IT SHALL LCLEAR OF OBSTRUCTIONS. COORDINATEL INSTALLA11ONS WITH OVERHEADUTILICONTRACTOR'SI II CONDUCTORS REQUIRED " U UC U U VICE ALERT NCR UTILI INTENDED OPERATION. I TURNING E LINE IF 4 W COMPANIES, 48 HOU I CONSTRUCTION. LOCATION LI S AND SUB— Ak THU L C I C ACT UBLIR COMEANIE5.- 2 inn HALL CONDUCT HISA IN SUCH A MANNER AS TO PROTECT NOT ONLY THE —' U11LIlIES AND SUBSTRUCTURES SHOWN, BUT OTHER U11LI11ESUC IA EDISON CO. 10 0 ARE NOT SHOWN ON THESE PLANS. in (CONTACT David Quezada 909 357-6240 • CALIFORNIA CO. — 1 CASE 2a' 5. TAI VL UIP ENT, C OSS LIMIT LINE LOCA71ONS PRIORI 422-4133 ® w FINAL PLACEMENT. PRELIMINARY IPI I TO LOOP T L 422-4133 ECTIONL I LAYOUT. CUCAMONGA COUNTY WATER DISTRICT7— 1 (WATER AND SEWER) ' R UNDERGROUNDA -# THRU LANE co W ( ) 422-4133 ALK Z . SIDEWALK ' 1 ' PLAN SECTION ' L TURNING LANE LINE W EXIST.CURB Cn 8t 1 RIGHTTHRU OR cc 1 " C . . . CO T- 0 !! TURN LANE W A SECTIONrW 1 6Y2 8"UC- 6 LC - _ SIDEWALKTOP OF CURB FACE2 1 ' !! In 0 114 ® �, -F uu - - . - .- 0 PLAN SECTION Y "R" CABINET FOUNDATIONL I I.I. ® . . LEGEND DETAIL DETAILPAD I T LOCATION I IN THE FIELD) TO ADVANCE DETECTORS REMOVABLE SINGLE INPUT IL E ff IS STEEL CAPIii M--,% L 114 1 $m_0" EMERGENCY VEHICLE ARM LENGTH CL PREEMPTION DETECTOR 60" 24" "00"' 0'/A T "SIGN TAB" U T L I T I & 0 m L AL SEE .—- 48" C- N A DETAIL 1.5"T0.75" ASTOMini- rac A -0155-L OR AL REDUCE A -0132-L MOUNT O APPROVED EQUAL /A AVE CE 1" 2 SIGNAL POLE rim 1 mr1m Ltm ft'Ym L'Jo' A V�E ftNE mum �E 0't OLE J` A Y ff mm% 1�= NK'ff 0 con%)k %`J` mum L I Lmm V A R L J AV n 2»COUPLING AT MAST ARM BOTTOM—FOR SIGN WIRING (ONE WAY/ONE OUTPUT) (NIPPLE & *-0" CONNECTORS 60R 6" BY OTHERS) 8'—O" NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERSEMERGENCY VEHICLE ARM TUBESIZE AL NOTES LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS 8'-0" 2 3Z8" x 3 1/2" x 11 GA. SHAFT Steel of 48,000 psi minimum yield after fabrication BASE PLATES ASTM A-35 Steel ASTM A-36 Steel FLANGES BACK CLAMP PIPE IASTM A-36--53 Grade B Steel W/4 BOLTS MATERIAL SPECIFICATIONS x (ASTM A-307) BUTT WELDS Ground flush with base metal a LONGITUDINAL All welds shall conform to AWS D1.1 weld SIGNAL POLE LDS specifacation 2.5' 4.59 DIAMETER AT FINISH COATINQ 4) 24' ABOVE FINISHED GRADEE STRUCTURE Hot dip galvanized Per ASTM A-123 o _ _ 0- HARDWARE Hot dip galvanized per ASTM A-153 " ,� Or ®`` ®•!' ®_® SEC11ON 332 , •a _ y - 5T x •_ 3 _ 1 STRUCTURE & In accordance with the Specification for Structural rn 4"R CLAMP HARDWARE Supports of Hihwayy Signs, Luminares and !� - 'p'®® _ m WTAGE DR Traff'c Signals. AASHTO 1994 _ _ _ ®.s_ - / 210 FREEWAY 32� • SIDEWALK / v " WELDING In accordance with the Specification for Structural SIDEWALK - . fn 1 1/2 DIA. Supports of Highwayy Signs, Luminares and TY — , DEBURRED Traffic Signals. AASHTO 1994 Project Si te NO. DESCRIP11ONF REVISION DATE APPROVED: ° SIGNAL POLE HOLE IN 0 CLAATY `%F RANUO'H " 0 "AMON "'A MP L TI E 1�" DIA. HOLE IN ac (" 3" CLAMP SUPPLIED P T, AW LIN 8 WITH A TYPE "F" C ARM ff ® � $ —16UNC BLUNT v SCREW T TAPPING HOLEeD. (HOLD) A C o TO BE FIELD AS REQ D. WT TO Sr" t01' 1G0ff*& 1r1'L/-\NU AVENEUNE AND v 0 DRILLED) _ 04 CP NOTCH OR DRILL 1" DIA. HOLE " D. 0 FORD NAGE W/GROMMET 4 q 2 R D'AY C`ffKm%EEK" rb"%U" ULEVAR% D'L I 0- IN POLE 9" DIA. ! '! VICINITY MAP V) (FIELD DRILLED) 16 I I DRILL AL INFORMATION AND DETAILS CLAMP DE7AIL SIGN TAB DETAIL ° PAD DETAIL QRpF ESS/p,��, APPROVED BY. DATE • • a RCE: i0t3_ CITY ENGINEER/ 0 FOUNDATION PER CALTRANS STANDARD PLAN ES-3C </ DMGN PLAN PREPARED BY:'/ RECOMMENDED HORIZONTAL IISNS MAST ARM U-i U_ a NO. 40869 �" Associates t ® c. � N(</ a�- t-alFPL--ETfffic • Transportation• Civil • CAD iu � C/�4`- ��`Q 10 Caparafe Park, Suite 310 SHEET Irvine, CA 92606 E cr,Z ®� ��� PHONE: 9 —252-1688 1 C� 4OF 3 CHECKEDDRA G.E. NOAk WING N0. 0 4) DATE O FILE NO 2 04 9 J U J J U EXISTING PHASE DIAGRAM LEGEND ®° � , r®1 r®, ( STEADY Y DA SEQUENCE ) I I I I EXISTI EMERGENCY VEHICLE TI ( EVP ) —J Ld L — P DETECTOR (OPTICOM MODEL 721 E Exist 1 , T L L L 6 1 P I 7 EMERGENCYVHICL C J L 1 6 PRE—EMPTION TCT " _ 1 03r 103 mm OR OR Exist TYPE 9B TE 1 L 7 TIL FLASHING MAST AMOUNTINGCL ( PAINT CH ) 2 w AC STANDARD 0 ( P LC O • B-0132—L } CHAS PI 11 19L I I 2P � L — � j PL — Ex i t 41C r--i 00 C INSTALL LC I 1 1 _ I —J EMAST ARM LUMINAIRE I ; PROPOSED A SI I LA - eem i 4 41C , 2#14 , 1 #8 / PREEMPTION SIGNAL E 114 1I1U s Exist 41C , 2#14 , 1 #8 GROUND r C AGROUND I l A = C INSTALL CT Exist CExist 1 ,i TYPE 9B FUTURE SIC INSTALL L I LL 1 CANTILEVER FLASH G CO PER STANDARD Exist C ' U s �� C .�' AB PLA — 7 I LL EC J L r_ _, 7C C , ' 1-110 we _ _ I 4 ,� r_, r , I — I I � I .� � � � `` ®� Exist 1 1 ,, ,.. }.rs m T I I I _ I —J —FJ -- H R L ®�,, I I �. —J F ,� 1 A .#s., rxf IN SC k w w�. ... z« 3.,�,M, .., _ q g P �, �. - / A00A- CB r -I UG r a -00 y y, 1 j f- i k {l 10-11 e C r ,, - 2 — C .: .r F z r_ .r /x .N LB Exist 1 CO2 , F. <'— I TALL C f V 7 ,-. c mow. . r ` -- ` f 1 yt� ILOOPS 08 w .164 7 .. c.� _ 1 r 3 {— . ..i t , 1 1 OU * R73-3 INSTALL �^ Exist 1C , INSTALL 1 LC r f Ia ` , 1 7 7 p Exist `-- ...-EV..I 1 4INS .�1 TALL LC � ' r L- Exist 41C , a " w,...,m,,. .x 4 04 2#14 1 #8 C �... _ 3 ey ,fiJY — x i t C 1 , 1 OU ARE U ~� -�. 6 = 4 I N TALL 3 1 1 s ' ,' E 1 � � _4 ayµ �� ,r � ' a 4 a rf `/ Exist C C S Exist 41C , xis 1C CEVP R73 5 UB INSTALL L2#14 , 1 ' i ` r}p« . 1 GO a> Exist C O L IT TYPE H RISER . BARE 1A a{ ' 2 F C I 6030-6771 CONSTRUCTIONo i41C , 2#14 , 1#8 `� A '` f� _ AF i 1C , 2#14 , 1 #8 U r®. r— BARE U `\ n I I ` , I $` , C INSTALL 1 , 1 1 EXISTI Y III —C 12 VICABINET I TYPEI L_ L—J L�J L3�J 2P- 1 A — AI BREAKERS ► TED 7 — 1 o 1 - 1P-50 — SIGNALEVP C �= L — T 1 - 1P-20 AMP SAFETY LIGHTING I I I I I � It I v 1 - 1P- 15 — I I L_ L—J L_J # LEJ 1 - 1P- 15 A — P { L � �I�4L 1 - 1P- 15 A — FLASHING C ( WB ) I U 1 - 1P- 15 AMP FLASHING EAC ( EB ) x { Exist 1 , ( FUTURE SIC ) RELOCATEEXISTING L 170 CONTROLLER AND 2 CABINET T ATI _ kE) C P TD ® ES- 3C . V A ALV EXISTING CABINET ADAPTER LAT I I ist C C EXISTING PULL OX ® INSTALL PULL I A LOCATION . { INSTALL L 0 h Lllj " t CPSC DESCRIPTION OF REVISION DATEOR CITY crn �' � � N®° APPROVED: ' CC I eGENERAL NOTESO L ® fg� e { 1 ® ALL O PERFORMED HALE CONFORM T CALTA STD . PLA ( JULY 2 ) AND `- rn e CITY OF RANCHO CUCAMONGA Uj 14C , STD . CI ICAT ( J LY 1 } A CITY C O COCA O D T L { t LC r �, _j = 1 SPECIFICATIONS , C P A NOTED I SPECIAL POVISIO q s' Lj ® THE CONTRACTOR I UIR TO T STEP ASCERTAIN T A ATI I I E �—° ALL IMETRIC OF ND G N FACILITIES IO D T T AY DA II ` J 213L '�' OR I I THEIR SERVICE . —� HIGHLAND �., --- ® 2SCHEDULE . L_J L_J L_J SS ® EXACT LOCATION CONTROLLER CABINET HALL DETERMINED I L Y . i 1 C I TALL DLC SC o APPROVED EEO ° ' DATE: _ `J J FONG-PING CITY ENGINEER RCE: 24953 0 r— r— r� LEE �' RESIGN PLAN PREPARED BY: RECOMMENDED 0iUnderground Service< AlertL®J L—J L J `or_`` No. C 4®869 B HFPLFPL and ASSOCIates Inc.,p 0 pV(:5__ .)a� y��FaQ� roG NOTE® SPECIAL PROVISIONS FOR THIS ��®. ,v o I I L I EXp.03-31-07 DRAWN Tra�Ff i s ®Transportation C i v f I a CAD SHEET T �' 10 CORPORATE PARK, SUITE 310 I Irvine, CA 92606 °-~ " Uq WORK ARE ON FILE IN THE OFFICE `�i�J, CIVIL � V®C® Tel: (949) 252-1668 "I4 - Fax: {949} 252-0088 OF OF THE CITY ENGINEER AND SHALL F �„1 - CH E K ��� BE USED. R.C.E. NO 40869 DRAWING Na. <— DATE FILE NO U_0 h- TWO WORKING DAYS BEFORE YOU DIG EXISTING EVP PHASE DIAGRAM 1 + + 07 - CONDUITCONDUCTOR AND G OR CONDUCTOR RUN CABLE1 2 7Z8 12 OL /2P - - - - - - - - - - 1 2 1 C POLE ( 7 / P ) - - - - - - ® - 1 1 1 1 1 1 POLE AND EQUIPMENT SCHEDULE POLE 1 P/ PPB 2 P ) - - - - - - - - - 1 1 2 1 2 12. POLE D ( 1 P! ) - - - - 1 1 1 1 1 1 1 1 P P L ( 3 P/ ) - - 1 2 1 1 TA V H I T I e ARROW PO LE ( 8 P/ P 1 1 1 1 1 — — s as1- I L I ww F �w DIMENSIONS POLE G P/8PP P - - 1 - - - 1 2 1 2 TyM . A . Arm T } 2 POLE 2 2P/8PP - 01 - - - - V_ -T _ 1 _C -CSC TOTAL 1 1 ��4. 4 A _ _ - - r LV D 6500 5 . 6 m #10 LU I AIRES - - - - - 1 2 1 . AS V 1 T 1 C y C #12 IIS 2 2 - 2 2 2 - - C 1 - - SV-2-TA - 1 - _ 1 FLASHING BEACON - - _ - - - AS 1 DETECTOR - 1 1 AS SV- - - Highland 12200 7 . 0 m 2 DETECTOR - - - - - - - 2 2 1 - - - - V- -T - 1 Y4 - 3 DETECTOR _ MAS _ _ _ _ LC DETECTOR 3 3 - - 12 1 ® m AS 1 T 1 rBLVD 6500 3 . 6 m 05 DETECTOR _ _ _ - 1 -CS 2 _ TYPE C DETECTOR06 G 1 m - SVY6 7 DETECTOR - - - 2 2 2 2 2 2 29- 5- 129116 . 8m . MAS V- 1 -T _ 1 ® i I 08 DETECTOR - - - - - - - A TOTAL - 10 1 13 13 28 28L EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTEDO ( - - BICYCLE PUSH BUTTON OPTICOM CABLE - - 1 - CO I T I ( mm )} C 7 7 C } C C 7 7�8C -1 ( 2-1 G PERCENT FILL ! 1 22 1 28 24 1 21 22 22 ALL CONDUITS A TIN UNLESSI ( N ) -NEW ALL ) - ALL O D TQ S SHALLBEI o -I I THE CONTRACTOR SHALL REWIRE THE ENTIRESIGNAL SYSTEM , C O CITY NO. DESCRIPTION OF REVISION DATE APPROVED: C CITY OF RANCHO CUCAMONGA a L L aTRAFFIC SIGNAL PLAN HIGHLAND AVE AND DAY CREEK BLVD ID S a Q 'a ,gyp ql APPROVED BY: DATE FONG-PING CITY ENGINEER RCE: 24953 Q LEE p'° dESIGN PLAN PREPARED BY: RECOMMENDED FFPL and PL AssoclatesInco r I ' NO. C 40869 m B®H® Traffic .Transportation • Civil. CAD 3o(v EFORE Y NOTE: SPECIAL PROVISIONS FOR THIS Exp.03-31-07 10 CORPORATE PARK, SUITE 310 ,O� ti� C== OG BRAWN Irvine, CA 92606 SHEET Call: TOLL FREE �' Tel: (949) 252-1688 iii ��~ Q�� WORK ARE ON FILE IN THE OFFICE ?. CIVIL V.C® Fax: (949) 2-0088 OF 1-800 F dRAWING N0. �a-r� � OF THE CITY ENGINEER, AND SHALL A CHECKED R.C.E. NO 40869 Jig BE USED. BATE FILE NO U_0I- TWO WORKING DAYS BEFORE YOU DIG