Loading...
HomeMy WebLinkAbout092504-T GENERAL ROADWORK ❑ D97 C.M.P.Coupling Bond Details. SIGNS, SIGNALS & LIGHTING ® S42-8 .Typical installation Details,Roadside Signs oisTRicT cowry apUTE Post Mlles-Totm Ao.Sn No.No.3� ❑ A35-7 PCC.PovmgDetails and 8ndgeApprooches D D98 18 SlottedC.M.PMedianDrain-0etails. O SI-8 Overhead Signs,insiructionsand Examples Max.L=15,Wood Post. OB sBd 6G 5 z 2 6 Q A62-A.1 Excavation andBackfiil-Limits of payment D99 Table of Egiuvalents for Alternative Pipe Culverts S2-7 OverheadSigns,Single Post Type,Post Type ❑ S43-7 Roadside Signs,Post and Pole Details. (Miscellaneous) and Alternative Pipe Arch Culverts. II thru YIII ❑ S44-3 Roadside Signs,Typicol Mounting Hardware. To cccomponyp/ons doted UilP /Q ❑ A62-8.2 Excavation and Beckfill-Limits of payment FSI-2 Federal Construction Identification Signs„ Q S3-7 Overhead Signs,Two Post 7ype,Post Type ❑ S45-2 Minor Roadside Signs,Typical Location Details, (Bridges and Walls) N8-3 Curbs and Driveways. Z-S thru MI-S. A62-C.2 Excavation and Backfill-Limits of payment S4-3 Overhead Signs,Single Post Type,Structurol M ES-1-3 Traffic Signal and Highway Lighting (Culvert,Pipe and Arch) Frame Members Installations,Detail No.[ Q A73-6 Timber Barricade Raised Trof"fic Bars, 0 35-3 Overhead Signs,Two Post Type,Structural M ES-2A-3 Traffic Signal and Highway Lighting Dikes and Rood Intersections Frame Members. Installations,Detail No.2A. LED A74-13 Monuments and Merkers. Q S6-5 Overhead Signs,Structural Frame Details. IN ES-2B-3 Traffic Signal and Highway Lighting SAFETY ROADSIDE' REST ❑ A76-A.2 Cable Barrier BRIDGE Q S7-4 Overhead Signs,Frame Juncture Details, installations,Detail No.28. ❑ PT-I Picnic Table Type I. Q A76-8.1 Cable Barrier S8-6 Overhead Signs,Removable Sign Panel . ES-3A-2 Traffic Signal and Highway Lighting = PT-2 Picnic Table Type.2, Q A77-A 2 Metal Beam Barrier. ❑ 6I-11 Csnsure Wail Details-Box Girder Frames. ❑ A77-B.2 Metal Beam Barrier ❑ 82-1 Concrete Pile Details Installations,Detail Highway = PTS- Picnic Table Type 3. Q S9-8 Overhead Signs,Walkway Details � ES-3B-9 Traffic Signal and Hi Awa Lighting Q A77-C Metal Beam Guard Railing and Cz-,b'R End Anchor ❑=B2-3 Cost-in-Dr;iled-Hole Concrete Pipe. g g Y ❑ PTS-1-1 Picnic Table Shelter Type L Q S10-6 Overhead Signs,Walkway Details No.2 Installations,Detail No.38. ❑ PTS-I-2 Picnic Table Shelter Type i,Architectural Detail. Q A78-2 Fences. Q B2-5 Concrete Pile Detoiis-70 Ton. a SII-7 Overhead Signs,Walkway Safety Railing ❑ ES-4-4 Traffic Signal and Highway Lighting ❑ PTS-1-3 Picnic Table Shelter Type 1,Structural Detail. ❑ A79-A.i Guard Roil Flores B3-1 Retaining Wail-Types Details. Yp Installations,Detail No.4. ❑ PTS_ 2-I Picnic Table Shelter Type 2,Architectural Detail ❑ A 79-8.1 Guard RcilFiores and Miscellaneous Guard Q 133-2' Retaining Wali-Type I Q S12-6 Overhead Signs,Walkway-Mounted Ballast =_ES-6-5 Traffic L and Signal Lighting ghting Standards, = PTS-2-2 Picnic Table Shelter Type 2,Structural Detoii. Rail DetailsL] 83-3 Retaining Wail-Typel-A Box Types II,II-a,III,III-o,%,B-oa=,DetoilsNo.6 � PTS-3 Picnic Q Table Shelter Type 3. A 79-C Guard Rail Connections to Bridge Rails,Retaining B3-4 Retaining Wall-Type 2 Q S13-4 Overhead Signs,Alternate Pile Foundation ❑ ES-7A-4 Electrical 0etaiis,8ridge Sheet I ❑ PTS-4 Picnic Table Shelter Type 4. and,other Flat Concrete Surfaces. Q 83-5 Counterfort Retaining Wall-Type 3 Q S14-A Balanced Lightweight Signs(Single Steel ❑ ES-78-1 Electrical Details,Bridge Sheet 2 ❑ PTVS-1-1 Picnic Table and Vehicle Shelter Typal, 1, ❑ A79-D Guard Rail Connections to Bridge Sidewalks and [] 83-6 Counterfoil Retaining Wall-Type4 Post),Post Foundation and Mounting Details. ❑ ES-8-10 Fluorescent Sign Lighting.Equipment Architectural Details. Curbs. Q 83-7 Retaining Wall-Type 5 ❑ S14-B Balanced Lightweight Signs Light Fixture IN ES-9 Cantilever Advance Flashing Beacon Installation ❑ PTVS-1-2 Picnic Table and Vehicle Shelter Type I, Q A60-1 Emergency Possagcwoys ❑ 83-8 Retaining Wail Datolls NoA Mounting Details. 0 ES-11-1 Typical Electrolier Foundation Details No.II. Structural Details. Q A 81-4 Ubstruction Deflectors and Metol Beam ❑ B3-9 Retaining Wail Deto:ls No.2 ❑ S15-4 Lightweight Signs,Type A,Connection Details Q ES-12 Pedestrian Undercrossing Fluorescent Lighting ❑ IDP-I Information Display Panel Type I. Barrier Transitions ❑ 83-11 Retaining :Pall Type 6-6'Mox ❑ S16-3 Lightweight Signs,Type B,Connection Details. Fixture. ❑ IDK-1-1 information Display Kiosk Type . Q A82 Cottle Guards(Metal) D83-15 Vlingwolls-SpreodFootinq ❑_S 17-3 Lightweight Signs,TypeC,ConnectionDetoils M ES-I3-2 Traffic Signal and Lighting Stondords,TypesBY, Cl 1 IDK-i-2 Information Type 1. ❑ B&•16 Wingwol.s-Pile Footing: ❑ S18-2 Lightweight Signs (Laminated Panel)Sign B4!and XZE. ❑ gg-1 Bench with Bock,Type I. ❑ A83 Loadometer Scale Pit. i ❑ C7-2 Reinforced Concrete Crib Wall ❑ 86-1 T-Beam Details No.l ' Panel Mounting Detail. ❑ ES-14-3 Traffic Signal and Lighting Stondords,Types%VIII ❑ BP-I Precast Concrete Planter Bench,Type 1. ❑ C8-A.2 Metal Crib Wall(Design Data) [] 66-19 T-Beom Hinge Detail,Elostomeric Q S19-4 Lightweight Signs(Framed Sheet Metal) and XIX. ❑ C8-8.1 Metal Crib ,Wall(Construction Details) ❑ 66-20 Steel Hinge Details,T-Beam Sign Panel Mounting Detail Q"ES-15-4 Pedestrian Overcrossing Fluorescent Light Fixture, ❑ C9-i Timber Crib Wails. 0 87-i- Box Girder Details No,I D S20-3 Lightweight Signs,Foundations. M ES-16-1 Fluorescent Sign Lighting Equipment D72-5 Storm Drain Inlets-OS,OL,GOL ❑ 87-3 Box Girder Hinge Detod,Elastomeric ❑ S21 Box Beam Signs,instructions and Examples. ® D73-6 Storm Drain Inlets-GI,G2,G3,G4,G5,G6 EDB 87-11 Utilities Detail No 2 = ES-18 Traffic Signal and Lighting Standard,Type B7III ❑ 074-7 Storm Drain Inlets-GTI,GT2,GT3,GT4";GO, '� 522 Box eamSigns,Two Post Type Frame Members 0 ES-19 Traffic Signal and Lighting Standards, Q 87-20 Steel Hinge Detail,Box Girder ❑ S23 Box Beam Signs,Two Post Type Frame Details. I('ypes X=and R.%IY GDO ❑ 69-1 Steei Girder Details ❑ S24 Box Beam Signs,Two Post-Type Cantilever ❑ D75-5 : Pipe Drop inlets-GMP,OMP,GCP,OCP ❑ 89-2 Drain Details Q ES-20 Arm, D76-6 Signal and Light Standard,45 Foot Signal ❑ D76-6 Pipe DropInlets at Pumping installations Box B Details D g ❑ 69<3 Deck Dro;n,Type C. Ate' GMPI,OMPI,GCPI,OCPi. ❑ S25 Box Beam Signs,Two Post Type Frame Q ES-21 Lighting Standard,Type ❑ 89-4 Drain&Detoils,Type D-i D77-8 Grote De±ass ❑ B9-5 Drain&Detoils,Type D-2 BoxJunBee Details. E-1 ES-22 Lighting Standard,Type ZY,Aluminum Base ❑ S26 Box Beam Signs,Two Post Type Post and Detail 078 Gutter Depressions ❑ 811-0 Barrier Roiiing,Type i Anchorage Details. ❑-ES-23 = ht Standard Modification,Aluminum Base D79-1 Pipe in.etDepressions ❑ 811-1 Barrier Railing,Type 2,4&`5 c Light ❑ S27 Box Beam Signs,Single Post Type Frame Members Insert ❑ D80 Single Box:Culverts Q 811-2 Barrier Railing Details for Types 1,2,4&5 ❑ S28 Box Beam Signs,Single Post Type Cantilever ❑ D81 Double Box Culverts ❑ 811.3 Barrier Raiimg,Type 6 ❑ ES-24-1 Pull ascentox egnL ❑ D82 Triple Box Culverts ❑ 611.4 Pipe Roiling "1 Fro me Oe toils. (] ES-25 BeamSigntSignLightingEquipment,Box L. S c9 Box Beam Signs,Single Post Type Cantilever Beam Signs. ❑ D83-2 Box Culvert Miscellaneous Details ❑ BI 1-5 Picket Roiling Frame Juncture Detail. ❑ D84-1 Culvert Headwal is,Types A B"&"C ❑ 811-7 Cham Link Railing Q S30 Box Beam Signs,Single Post Cantilever Post ❑ D85-1 CulvartHeodwoils,Types"D"9"E" ❑ 811-8 Chum Link Sidewalk Roiling,Type 3 Details D86 Reinforced Concrete Warped Wing Headwalls ❑ B11-9 Chain Link Sidewalk Railing.Type 4 C] S3i Box Beam Signs,Single Post Butterfly Frame and$ndwalls ❑ 811.20 Mesh Median,Barrier, Details. ❑ D87-A Underdrains and Overside Drains ❑ 811-28 Chain Link Sidewalk Rading,Type 3L ❑ S32 Box Beam Signs,Single Post Butterfly'Frame -- ❑ D87-,6 Underdrains ❑ Bii-30 Temporary Roilinos Juncture Details.D88-1 ConstructionLoodsonCulverts. C� 811-35 Barrier RailingDetoiIs-Steel Post ��'��❑ S33 Box Beam Signs,Single Post Butterfly Post �`D89-1 Pipe Heodwnlis and Strut Details ID 811-38 BarrierRc'ling Type8 AS !::�N]S STATE OF CALIFORNIA Details. - Od'❑ D90-1 Pipe Culvert i`IsadwallsTypos"A""B"&"C" ❑ 611-40 Barrier Raising Type 1O Contract NO• TRANSPORTATION AGENCY S34 BoxBeamSigns,SingleandTwoPostTypes,Sign` �ete(�D91, Special Single Box Culverts and Equipment a 811-41 BorrierRoiling Typell Panel Mounting Detail DC1te COrnpDEPARTMENT OF PUBLIC WORKS Posses. (❑ 811-42 BorrierRoiling Tvpe12 jQQ S35 Box BeomSigns,Walkway Details No.i. Jt No• D92 Special Double Box Culvert B11-43 Barrier Railing Details Types 9,10,11 and 12 DOCum DIVISION OF HIGHWAYS ❑ S36 Box 8eomSigns,-WoikwoyDetoilsNo.2 ❑ D93-3 1 Storm Drain Risers Connections ❑ 813-1 Embankment Protection Detail No.1 ❑ S37 Box 8eomSigns,Walkway Safety Roiling Details. STANDARD PLANS LIST ED D94 Flared End Sections ❑ B13-2 Embankment Protection Detail N0.2 Q S38 Box Beam Signs,Walkway-Mounted Ballast Box: 1968 Edition) Q 095-1 Concrete Arch Culverts. ❑ 613-3 Expansion Joint armor Detail (February, o ❑ S39 Box Beam Signs,Foundation. ❑ D96 Pipe Riser with Debris Rack Cage. Q 813-4 Timber Detour Bridge. ® S41-1 Roadside Signs,Typical Installation Details No.i The Standard Plan sheets Indicated Q' B 13-7 Slope Paving Details Type 1. L,Tr by a marked box are applicable J By A, v to this contract. :NO CORRECTIONS THIS SHEET Form H-0105 Rev. CONTRACT NO.<08—092504 Meir i PgLE SCHEDULE a. sec bb 5.2 LOCATION�s SIGtVRLS I � I ^.I rAn11NT INf. ) Q i-C ,2.43C A-b1115C B-1 — .�.o s:J 1-C 1W3C A-i - - * 95' to begin (pavt joint) X1.11 ,C ~B-1' 8, sio. 54-02. Cucamonga flash E 7-C 1113C 'A-2 SERVICE 120v -'__.__._ ..-.__m. ._.m. 7W3C 4-.1 PP 87354372E © Xtti ,..__... _ td3C 8-1 r N 1-C 1W3C A-2 I SERVICE 120v b Q o l� 1, (apDrox locat{on) /Type [ .E Control -- 3C ` / 1 s reit_ M !J<-1.:)..�r ( CC tr - �/ 1-C 1W3C A-i \ A%--- D � 7000 from E �i o EO-1#,T --- u '1ype t PE CoMsol Type I1 Controller and 2 r.,� - Se, �rt'c' vwC`.ZrO n. auxil ary movement curt :: a ----- ------ - Scafe:t"=50 ^' Scale: 1" 50' in ,odif..,ed "R" cabinet Exist. Parking Lot Ltg` STRVICE 120/240v O 0%Cv:-i' r- urft I t0 Exist..R/w -u 111C,298,2#10 O tExist. R/P / ,�'C.2872(Cable)�'�'.r/C IRB IPB ...�..�. .. ,. Type m PE Control,, I l -�--'------- 20' m.a. (To be removed + - FOOTtitLL BLVD ' S (by others) ! 02 Detector. - El t OCI20' 45' ---•-I ) t5 - b8' OC Detectors 10 2 4Ca 15'- 30' �,....*��,.: ._...... _...._.._._._ 2 150' Storage 200' Storage' ,..�..- �._,..,- _ 11 ' 'DCI Detectors ygr - lJ 30 OCI I - OCI s$' ,:.,...a-...,...__..-. ...,...._ Gg� -...,.._.--..-.._.� 15'1 r'-.> C',"d Ct;en.T=/. El EL 041 Drt-tnra -.._. OA+OCI OA PC I f EYist. R/W IPB,i 1"C.2012(Cable) IPS _s """"--- E--t. H/:a o II 1 2 CONDUCTOR SCHEDULE _ i4o 3 i I _ Conductor Run s'�... Q2 ..� A 5 bQ 7 8 9 1 D ! I Conductor Size 14 1210 14 1210 1412 10 14112110 14112 1014 12 10 1412 10 14 121 14 1210 14 12 1 OA+OC 3 3 5-. 3---.- 3- 3 _. S OA+ C 3 - 3 3 3 - 8 3 3 3 3 3 3 3 - 1^ --�- '�iwt�II� =4 -�I ___ f__ T T or', :4 3 - 3 - 3 3 3 3 - 3 �u « T +. T - OC 3 3 3 3 3 3 3- 3 OAPed (Future) 2 2 2 2 2 4 4 2 2 OA OB OCI OC2 OCI +OCZ p+B Ped (Future) - :. 2 2 2 2 2.- 2 2 7 a I PHASE DIAGRAM S ares 5 3 3 3 3 31-- 3 } } a _ ttT, ^ �A i20v 4cutral 1 i i i l i 1- 1 1 i a _ *future Pea PYr r".1 '+..0F " OA, Detector (Cable a2 \ a. Ct ZLKED BY c _ OA Detector (Cable) ' _ r_ DATE � "' NOTES: J - OB Detector (Cable) 2 2 2 2 4 2- > I ELECTRICAL I. Al mast an, signals.shalI be-12" OCI Detector Cattle 2 2 .. ... OC Detector (Cable) 2 2 2 2 2 2 2 2. Phase 41 and A2 detectors ;hall be disconnected 9-PPB Future 1 2 2 2 3 4 5- 5 1 I dura g corresponding Cland C2 phases, 12Neutral I 3.Fr'/! �_ sc-iarK Ie'-✓c,,, cc " is /%ne GENERAL z - S I G N A L P L AN p i- Striping and pavement markings by others.- .... - r ,: . i uminaires 2 2 2 2 2 2 � .�2 2 � - v, FOOTHILL BLVD... AT Total Conductors _ u' � rJ �.Or9 �' 3 7 16.3 3 21 S 3 21h T 2 3.23 3 29}y x 2974 x 4 T" 9 3',1 W © T v.LYA D AVE G's Conau i t Size 1,"" 2" 2" 2' 2(:" 21 3, 3"' 2° I}' r--1�... ���Li !. CAR/RE�CTj} /THIS E,T A�/�\�C Ci C1GG? 6lL7tR' Jr SCALE: 1"=20' Q/J x indicates 2 8S Conductors t Contract No. of�-Q PLANS '8Y / x indicates 2 68 Condict�-s in additions+o 010 Conductors _ /// ProMEproer pnw" M� APypclpeaxxMedByDate�ro Document ___ ment No. o,-. ,- — --- ' FOR!{N'H23A-PF 1 _ 0 1 SBd 1 666i 5.2 x .... ✓ire ✓o - PE Control I FW, 120 Circuit L_ t I I o. I IAETERS E t4ETER " II t i }To lights 1 I TEST BLOCK r -. IIA TI I I by Utility I _ ( 0 1 i 0 Contactor I 1 kIETER &tAETER I - tl I I To PE Control x � J � To Ballast ,-...To Ftashinq Beacon TEST BLOCK WIRING DIAGRAM !ef red SAetered by Utility 1T 7 t red PHOTO ELECTRIC " SWITCHING 1.rc—t is ,,iv Circuit - L.7nt—, t20v "g . t0. O Forinter,ection LegFlinq Circuit ii *!Ae Safety ter box O ' socket box a Safety soc ketbox 1 � J I (8"x 8" (70"x 20"x 4¢") n (70"x 20"x 41") for type-S"meter for type-S"meter Circuit breaker.rat,.q,: .`_ Ckt brkr (15 If Signals-40 amp,..- Cight-a=30 actps 0 I lO SUMMARY OF SIGNS , -- I I t.._� I IO3 . PAY I is c_a ( CODE 10 LOCATION OuaNTiTI Es _ ;" C for ¢" C far O RE'AO'tiNG '•71 NOR SIGNS 3 Ea 9nd sire qnd wire Rin` ISBT-Nr, corner —X .0 f---- i - RIP... F^:Bi-SE come - kV`-Ground r,ia. r � Ground rod. Streit. a.e past SE cor ncr ur' - _ —7T— _ aFsL,fTING!MILK SIGnS 6 E� SERVICE DETAIL SERVICE DETAIL rtD-t,Uv tine_ SbR FEBT-3901._ ::/o Vineyard Ave.. - SiGNaLJ d LIGHTING FLASHING BEACONS R2R(SO} FEBT-145'! w/o :fney and :ve *ifounted on wedge blocks to FLASHING BEACON DIMMER CONTROL UNIT G13 FEBT- 351! c/o Vineyard Ave fit pot [;� R26R �E81- 85'! c/o Viro:rand A,c. -. (D;. Solid State Flasher R26R' FE8T-160'! a/o Vineyard Ac (D Double Pole, double th(ow relay, 120„, AC, 4<6R FEBT-2401! c/o Vineyard Ave w/contacts rate” J0r 1p amp - '`fl110 (RDAD5fDE SIGNS) 139 FB41 _..(D sold State U,mor, Un,I -. Cont 21 04 Term anal Block`. 16U tBcT„ - 62R FEST-600'_- w/o V-ncyaro Ave 2-4"x 4"x 14' (5 Toggle Switch with Autc-Test name plate "III IR FSBT-400'! n/o Foothill 81 ed 1-4"x 6"x 16' G6 Radio interference supp'essor y741F FNBT-500'! s/o Foothill Blcd 1-4"x 6"x 16' - Backfill ,,ith AC a3 07 PIu9 fuse 10 amp 67R 'F'ABT-600'? e/. ui ncYard Aar 2-4"x 4"x 14' I i directed by the Enginrer x 0 O '0-' _ " IN514LMG SIGHS (STROP.AND a.�\� 8 Same as 5 except w�tt� . Of{" name plate.. 1" Chase ripple SAOULE bRPCKET "•tETH00) R to I i }r ------- .. R53UR FEdT Sion„l Standard QF �.�— LDocument '0 %,%IA,Type 3R enclocure R53UR FidBT �� iLT PLANS G2 (Vineyard Ave) Fs}gi .a_d,2', f1 1. `���„J G? {Foothill Br,d) } Si4nal Standard C' n, a�- FNBT1 0-=tl.4" d= Out-de tlra^eter �• R53UR FEBT i O J O Si enal Standard A - R53UR FAB CONDUIT IN PAVEMENT SLOT p1@#Ep — G2 ('r ya a aka) vEer No scale P f(00G7...(,Faoth.li fi ve) FSBT� . g ��.--'*- ��/---- _ ..Install conduit in slot in.runs No.A .... NOTES: (1) 2 - A41AR sign panes'are to be installed on advance flashing beacons. QQQ and Q - - (2) E—t-q signs not sno- to SPECIAL DETAILS x AS i � QU ),,LTA, ELECTRICAL - By�ij nGt .r1�L•l"7L.C�c� NO SCALE " NO CORRECTIONS THIS Sf,litt Frepq Fiq:n*«. Oat. Der:gn Enp�neer Cure Appro,,ol .ided By Pete 03351 - 39,501 - -. - - FORM riR23A-PF S Y M B O L S I N S T A L L A T 1 0 N N 0 T E S PROPOSED EX,STING .. — SIGNAL CONDUIT ,....wen .. ✓U/7B_ V �•�G2 X - --- LIGi-T!NG"CONDUIT o n PULL BOX - CONDUIT° ---o ---c IMP-CCT DETECTOR ti••..K �� •� sa sant NON-DIRECTIONAL PRESSURE DETECTOR 1. UNLESS OTHERWISE INDICATED; SERVICE AND DETECTOR RUNS SHALL BE 1" AND ®RD Ho ' NON-DIRECTIONAL MAGNETIC DETECTOR ALL.OTHER CONDUIT SHALL BE NOT-LESS THAN 1 1/2". - p DIRECTIONAL PRESSURE DETECTOR 2. CONDUIT SHALL BE INSTALLED i8" MINIMUM BELOW CURB GRADE IN SIDEWALK AREAS CONT-'ROLLEP. AND 30" MINIMUM BELOW GRADE Oh FINISHED SURFACE IN ALL OTHER AREAS, Rv <_r---� o 'c•'._SIGNAL, EACH ARROW I)IIE-WAY THREE COLOR - - EXCEPT THAT CONDUIT INSTALLED WITHIN CURBED...DIVIDING STR!PS.CONS:P.UCTED .. ON EXISTING PAVEMENT MAY BELAIDOil AND SECURED TO THE PAVEMENT. CONDUCTORS AND iRING (Cont'G) - T A KPLATE -L-�. TRAhFIL S16HtL ONE WAY rHR£E LOLOR WITH 3. CONDUIT RUNS PARALLEL TO CURBS SHALL BEPLQCFD 40J ACENT i0 BACK.,;Of CURB. 1, '4 TRAFFIC SIGNAL ONE ' - . . CONDUCTORS, CONDUCTORS MAY BE SPLICED :!. PULL BOXES. EXCEPT WHERE IN CONFLICT WITH EXISTING RATED INTO (GN`9' TYPE I S :MAY THREE-COLOR wH TH GREEN ARROW TANDARD.UNLESS OTHERWISE SPECIFIED) .: 7. 2'-0" OF SLACK SHALL BE PROVIDED IN EACH CONDUCTOR IN EACH PULL 90X. (RE) AND YELLOW LOUVERED) 4. EXISTING UNDERGROUND'CONDUIT TO BE INCORPORATED NTO NEW SYSTEMS SHALL BE CLEANED WITH A MANDREL AND BLG'a1N OUT WITH COMPRESSED AIR. - 8. A SEPARATE CONDUCTOR, OUTER THAN NEUTRAL, SHAI:L BE RUN FROM EACH PRESSURE m—o co----^ WALK-CON'T tIJILK"PEZLSTRIANN SIGNALDEdECTOF OR PEDESTRIAN PUSH BUTTON TO THE CON7ROLL£R CABINET. 5. CONDUIT TERt•7IHAT{t96 IN STANDARDS AND PEDESTALS SHAH EXTEND 2" 71AXtt•SDA7 PEDESTRIAN S GtiQL. 2-COLOR.HEAD ABOVE FINISHED TOP OF FOUNDATION-AND SHALL SLOPE TnidARD THE HANDHOLE. 4. .COLOR. CODING FOR WIPING TO PEDESTRIAN 510ALS SHALL BE AS SPECIFIED FUR 6. SERVICE RISERS SHALL BE TERMINATED WITH A SERVICE HEAD OR SHALL BE SEALED CORRESPONDING JEHICUTAR GREEN AND RED INDICATIONS. ---� MAST ARM SIGNAL 6iITH BACKPLATE - ?. - � 70 PREVENT THE Etii RAMC£ OF WATER, AS APPROVED Bt THE SERVING UTILITY. i0. ONE SIDE OF SECONDARY CIRCUIT OF SERIrS v0-rtUlY1PlE TRANSFORMERS $HALT GROUNDED. ON S,RUCTURES THE GPUUNDLNG ELECTRODE SHALL BE THE CONDUIT ,,��''jj__.�o ELECTROLIER.MAST ARM TYPE WITH MAST ARM TRAFFIC SYSTEM. OFF STRUCTURES, IT SHALL BE A 1/2"X8' GROUND ROD INSTALLED X_: S:GNAL WITH 3ACKPLATC xx THROUGH DUIIUM OF PULL 80X. ELECTROOER. MAST ARM TYPE O J:fir ELECTROLIER, UPRIGHT.TYPE - PULL BOXES PPB ppb PEDESTRIAN PUSH BUTTON _. •PPB •.ppb PECESTRIAN PJSH BUTTON ON POST POSTER POLE I - WHEN MORE THAN 3 CCIJDUI TS ENTER. T14E PULL BOX SHALL BE A N5. SIGNAL EQui PatEtJT TELEPHONE POLE 2.. PULL BCXES IN THE VICINITY OF CURBS SHALL BE PLACED ADJACENT TO BACK OF CURB, FIRE HYDRANT- FLhSHING BEACON,-ONE-WAY EXCEPT wtEEN.SHOWN OTHERWISE ON THE PLAN OR WHEN I74 CONFLICT WITH EXISTING i. DETECTOR POSIt1014 DIMENSIONS TREFER TO CONTACT UNIT, �---o �^ _a TRAFFIC SIGRAL W7iH ALL COLORS LOUVERED FACILITIES. _ �Zr- -- 2 TOP OF DETECTOR FOIJNDAT100 SHALL BE FLUSH AND TRUE ---- - 'STH PAVEMENT SUR€Af.C.. OVIiRHEAD CONDUCTOR 3. TOP OF PULL BOXES SHALL BE FLUSH OITH TOP OF CURB OR SIDEWALK GRAOE OR t" - 1-PB PUi,L BOX t•7A(IKER - ABOVE SURROUNDING GROUND w+EN 140 FINISHED GRADE IS ESTAOLISHED. 3. VETECTGR CONTACT UNIT SURFACE SHALL RE LEVELvJ nit•i OF FRAME OR NO V— 'L-� ULTRA-SONIC'DETECTOR (SIDE FIRE TYPE) THAN 1/8" HIGHER. r', In)UCTIVE LOOP DETECTOR 4, PULL BOXES.SHO'rttJ ADJACENT TO STANDARDS SHALL BE INSTALLED NOT TRAFFIC .THAN 5'-0" Q_ r.�._ FRUI-! FOUNDATION ON THE SLUE OPPOSITE THAT OF APPROACHING TRAFFIC ONL£55 4, THE t•i0Ut7TItlG BRACKET pIMEN'tOt7_BETWEEN THE AXES THRU CENTER OF SIGNAL HfAO Mt16NETGMEiER DETECTOR OTHERWISE StlOktt ON THE PLANS. AND CENTER GF TERMINAL LOaPARTM,Ni, OR SLIP-FITTER, SHALL NOT BE 5, BOTTOM OF PULL BOXES SHALL BE GROUTED WITH 1" MINIMUM THICKNESS OF PCC THAN I7'. EXCEPT 0HERE SHOo-aI OTHERWISE Off THE PLANS, OR AS DIRECTEC' ;1° . WITH:t" DRAIN HOLE.. .. THE ENGINEER. 5. VEHICULAR AND.PEDESTRIAN SIGNAL FICUNTINGS SHALL BE Ok IENIEU AS UIR€.CLP.O Sit —x - Eouip.ent Io<at,u�• ,.i;her Phai,c (1 or 2 David,) iH£ ENGINEER. (7 or 2 Hands) Circuit 0 Band) End of conductor D 4�(; 0 i TYPICAL MARK I11GS Phase CONDUCTORS AND 4J131tG Defector iocatiorr as shoran on pian I� SIGNAL NEUTRAL SHALL BE A SEPARATE.N10 AAG CONDUCTOR. STANDARDS AND POSTS L---: Detector Circuit . 2. CONDUCTORS BETWEEN BALLASTS Off TRANSFORMERS AND LUMINAIRES SHAH BE .70 PWG, 7. TYPE t STANDARDS StlAlt BE t-C. 600 'JOLT, TYPICAL BAN)ING OF .CONDUCTOR ENDS 2. GUARD POSTS SHALL BE INSTALLED A MINIMUM,OF 2'-0" (LEAP OF CURB FACE. CONDU(iORS 6Ei1d£EN SERIES-IO-J�ULT7PL£ TRAtJSf ORP1ERS At70 SIGN SWITCH $HALL. BE 3. -3. PCDD£STRI-':J PUSH-Bbr.D,'J POSE INSTALLED w;:THIN TUC AREA OF tv+d RFT6"i. _... .. .... Nu-Sc"I. .... i2 AWG.600 'JUL.r. _.. _ t, NUMBER OF CONDUCTORS INDICATE:) III SIGNAL SYSTEM CONDUIT INCLUDES 3 A14 A�JG SHALL BE AT A MINIMUM OF 3-0" CLEAR OF CURB FACE. Fuse eta,--uo sur ln9.ioadld Midget ten arc type Iu,c. SPARES, contact. cramped to.conductor sec Fuse Schedule telG,. 5. UNDERGROUND CONDUCTORS TO SIGNALS SHALL BE PUN WITHOUT SPLICE, EXCEPT THAT WHERE EXIS11UG SIGN4LS ARE BEING MODIFIED, SIGNAL CONDUCTORS MAY BE .SPLICED ,.'HERE SO !NDICATED-0N THE PLANS. X a = kI "c � FOUNDATIONS > _ .op.� To :. pl ice _ To rVrcury Vapor --w- I. UNLESS OTHERWISE SHO;,'N 0:1 THE PLANS. THE TOP OF FOUNDATIONS FOR.STA'JDQRC$ .(Type "C"3 Larsp Sal last _ SHALL BE LEVEL o-J111 TOP OF CURB iN CORBED AREAS OR 6" ABOVE SUPROUNDuIN, Synthetic ruttier housing GRACE IN OTHER AREAS. 2. UNLESS OThEBWISE SHO"An )N THE PLAIDS. FUUNDATiONS SHALL BE INSTALLED it TH 2'-0" MINIMUM CLEARANCE TO EDGE OF PAVED.SHOULDER. _ NOTE:.. F'JSE SCHUSS CE Thi. P,an Snaca ,aper srdc•+ PI,r Sbcr t. FUSE FUSE CURRENT RATING E Standard i LTA T i. VOLTAGE 175 WA'iT 400 WATT 250 WATT �I�� PLANS VOLTAGE I E RATING H7G11-REACT REG OUTPUT ,.c5 OUTPUT REG OUTPUT I No. 'c5-e-'s Barye na. 727oP the skandard i20v 25Du. —'O• 5' i0• -'`•... d .. DO- .� SQ Pians data•d Pear osr 1466 2aDv 250:... ;5.. 3 5 3.. o. .... State of tut,tAsen Le•_ - pl efied--- -- Acpn�tn� t,`P°7"9ecdBOv 500-600u _';- 3 5 5 .•_` w''? 7�is,on of Hignvays J 4n A" C 7. d=2''6" R'� "0 2-indicates delaped operation tion `use (13/32" D:1 1/2" L) or as I N S F E C I A l D E T A I L S r:,th "B" Cur . d=4' ,dinens�onep x W,th-"C" Curb. d=5' T R A F F I C S I G N 4 L AN D FUSED CONNECTOR AS MULTIPLE LIGHTING � Et I G H W A Y L I G H T I N G FOUNDATION INSTALLATION BEHIND CURB ��''''���� ` No.Scale - NO CORRECTIONS THIS SNGET I N S T A L L A T 1 0 N S Prgea Pn9meer pa,n Deign Eg%neer 1 Dofn I,ppoYQ!ltegnmended 6n Dine n a wR 3-Pr -Bond J7 _` Tooccom Pi —, - Pony p/ons doled �U/7E /�O /96Z Tana . -ripe �.. .:. _ I... I .SrRICTN'.�EPpatM.n-Toio,Ropn'S+tt+ I � �t 0 01sz 6 G 3- Bolts J It' II -' � 4 I - APPROVAL RECOMMENDED i it E Engineer.of DD igs I I Registered Re 9� Crvd Engineer ko 9837 i . it i4 Bond Pipe ' II ApprovedMarch 15 1968 I Helically Corrugated l o 0 PiBand Store tiiynvo g,neer pe Registers 'n Engineer No.5645 TOP VIEW I%q Min. 8 Spaces as req d. / to fit the helix angle I Bond c9 ti 21Iz2 x / L t3! l n 2„x2„X 3/Is L L 16 2..%Dlo.Carriage i Dimension A:7”Min.between dimples,. bolts with cut I I/q Min` as regd.to fit the helix angle Helical Pipe 2-/Z Bolts— i \ washers /2 Bolt with head and \� BU cut washer shaped to ` . =�N ° A S B�i LT PLANS __., Rivet orSpot weld �� fit profile of corrugation _ `”""'--r1 v__ Bond' P'pe% and connecting bug. SECTION THRU DIMPLES a Contract No. off'-O&nS / sand END v1Ew Date Complefied DETAIL-BAND CONNECTION LUG DETAIL UNIVERSAL COUPLING BAND FOR TWO PIECE INTEGRAL FLANGE DIE Document No.f000ar�� USE ON C.M.P. THRU 30 `INCLUSIVE Ii II 7 WIDE STANDARD AASHO COUPLING BAND 7"WIDE COUPLING BAND WITH INTEGRAL FORMED FOR USE ON 6,8 81IO H.C.M.P FOR USE ON C.M.P THRU 30'r INCLUSIVE FORMED CONNECTING LUGS FOR USE - ON C.M.P THRU 30" INCLUSIVE Band Pipe 711 Band Bond Bond Plpe .. , �ill i( i I I i 1 �1 1 I3 24" Ip Bolt with head and "-12—, cut wosher_shaped,o fit profile of corrugation and r• 12 -�- connecting lug. NOTE:Angles may be oriented perollel to axis of pipe provided connecting holes ore slotted lengthwise 2"x2"x3�s L sufficiently to allow adjustment-for the helix angle. _ 5 %2 Bolts - 11 / Rivet or Spotweid Pipe Bond 4//2^x2 x3InL 0 » 2nx2nx3i6L Is- DETAIL-BAND CONNECTION .__,. 3-/ Bolts �X(( 3-/,"Bolts— 12 24n WIDE STANDARD AASHO COUPLING BAND FOR USE ON C.M.P THRU 96`t INCLUSIVE Rivet orSpotweld ° P1pe � Rivet or Spotweld Pipe -Band Bond :.:NOTE LUG DETAIL DETAIL-ANGLE CONNECTION DETAIL-BAND CONNECTION These details supersede details shown on Stardord Plan " No:D97 page no.59 of the Standard Plans doted 12" HELICAE<LY CORRUGATED 12 HELICALLY CORRUGATED ELAND 12n WIDE STANDARd AASHO COUPLING BAND BAND WITH INTEGRAL. FORMED WITH ANGLE CONNECTIONS FOR FOR USE ON C.M.P THRU 60° INCLUSIVE February,1968: CONNECTING LUG FOR USE ON USE ON 12°48"H.C.M.P. s U I LT CAAR COUPLING 12-24`H.C.M:P �r� n,c� .' 0JAND DETA,iLS NOCORRECTIONS THIS S17EEt: