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HomeMy WebLinkAboutDurston Road & N 15th Ave Traffic Signal Improvements DURSTON ROAD & NOm 15th AVENUE TRAFFIC SIGNAL IMPROVEMENTS BOZEMAN , MONTANA I i I — 1l 1 I � WNY I 7 '� • I _— PREPARED FOR: I - I HEET INDEX _ - - OAKWAY, L. L. C . ' j.ulo. -- -__„1 SHT. NO. DESCRIPTION BQZEM(4N 1 1 uregs,a ,+ 1 `i _ I _ r__ N_ ( :�" �e / ; 1 COVER SHEET N S-1 SIGNING & STRIPING PLAN u S-2 SIGN SUMMARY, SIGN DESIGNS & SIGN MOUNTING DETAILS S-3 TYPICAL SIGN INSTALLATION DETAILS E-1 TRAFFIC SIGNAL PLAN E-2 UTILITY PLAN E-3 SIGNAL INSTALLATION DETAILS E-1 SERVICE & WIRING DIAGRAMS E-5 WATERTIGHT CONNECTORS & ELECTRICAL SERVICE DETAIL E-6 SIGNAL STANDARD DETAIL PREPARED BY: E-7 CONCRETE PULL BOXES & CONTROLLER PEDESTAL DETAILS THIS PROJECT mowed E-8 LOOPS & SIGN MiOUNTING DETAILS _N_ oak St. �� MAWIN & ASSOCIATES Traffic. Transportation & Civil Engineers �❑ Suite 111 Cra e 1001 So.24th Street West Billings,Montana 59108-0785 406-655-4550 JEl ❑ vY- Durston Rd. Z � IMe ❑ D®00�® c •■ ❑❑❑❑ w.Been IP ❑OOO��� ..1�0NT4N7'• i W.Mo,n St. =FmEl2:s 3 C t. ❑❑❑❑0�� +• .I d s ? f. o�❑[El❑❑❑©+m sun❑1 NAL�F ah ❑Q❑ ❑❑®©Q❑ "AS CONSTRUCTED" JULY,2004 AREA MAP Sheet" o, Tota D0RS;0N-15-C1.DGN L 1 1 c L1J Lu 'm Lo 8' - UNLESS NOTED z V LL `O OTHERWISE L1J O b 2 NEW CURB & > fit„tl 4' GUTTER _ (/� U N &NOTDE HUSK CONTRACT) _. --- Q — Q L NEW CURB & O O GUTTER WHITE PAINT LP (NOT THIISKCONTRACT) o o STOP BAR 4" DOUBLE 20 zL ao YELLOW PAINT Z 0- 8" WHITE PAINT s�elr feet tn O CROSSWALK 0 � ~ U TYPICAL CROSSWALK MARKINGS Z Q NOT TO SCALE 8 Go NEW ` NOTE: coR7-IL , NEW ALL STATIONS & OFFSETS ARE '� o'N�d i OHD3-2 FROM NO. 15th AVENUE. a Q3 c DURSTON RD C REUSED NEW ` U REMOVED DHD3-I a oT y EXIST WI I-TA � p1 H REMOVED In 1) BLDc. � ybTl USE AS IS m c z R7-IL u ,, a EDGE OF NEW zl .N T•4•~q� • PAVEMENT (TYP. ) :•ROBERT R. LJ I N •%� , 97E/ :•W EXIST. x 3J� R5N �1 EXIST. a �, 6 • °•`r": ° RW EXIST. ,F••• t i' R`W AL EDGE OF EXIST. NEW 24.1A411TE EDGE OF EXIST. VAR. PAVEMENT ITYP. ) VAR. ` I PANT ITVP.I PAVEMENT ITYP. ) DURSTONROAD 12.0' USE AS IS USE AS IS --- ter- N-------- - - - — -EXIST.4-WHITE PAINT 4'DBLE.YELLOW PAINT STA.27+00I0.RAT RT. I STA.28+99.4.49.0'LT. USE AS IS D U R S T 0 N ROAD STA.26+91.2 USE AS IS BEGIN OBLITERATE STA.26+e11.6 END OBLITERATE 4'DBLE.YELLOW PAINT 26.5'RT. 27,2'LT. _ 24+00 EXIST.4'WHITE PAINT 12.0' ' I— 21 00 12.0' —+— Lu 22 F00 I— I' . . NEW �� 25+00 w z 23 STA.271 342 ~ O -— - STA 18.0'RT.27+350 . 12.0' 26+00 lZL Q 16.0'LT.-` PAINT(TYP.) OBLITERATE EXIST. EDGE OF ExIS T. VAR. I \ > Z PAVEMENT ITYP.) -0-0A EXIST. SIDEWALK PAINT MARKINGS ITYP.1 EXIST. SIDEWALK —�� Q LJJ a--I EDGE OF EXIST. O -0PAVEMENT ITYP.) VAR. L W L0 r^ EXIST J - - 15"RCP 0 O z 06 RAN ob EXIST. '� EXIST. O I R`W Q{' R`W RW T. Z Ulz � C J Q ❑ '_xx USE AS IS ❑ Z W REMOVED' -2AD I N.e' te'I3' N015anp = DHD3-1 NEW R2-1(25) 0 OC (� HOUSE I DURSTON"^ m z U O z ONEWHD3-2 f °tl NO1Saf10 I� SIGNING NOTES: O LL Z 8 _ II STOP REMOOVED 1. SEE SHEET NO. 5-2 FOR SIGN SUMMARIES. < (� at W I 2. SEE SHEET NO. S-3 FOR SIGN INSTALLATION Cr DETAILS. � ❑ NEW ''Y 50.0'OF NEW 4"DBLE, RT-3AR YELLOW PAINT 3. ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED BY DELIVERING TO THE CITY SHOPS AT 814 NORTH SIGNING DEFINITIONS B02EMAN AVENUE. avi ni 1. NE w - SIGNS DESIGNATED "NEW" SHALL BE FURNISHED I 0 t NEW AND ERECTED AT THE LOCATIONS SPECIFIED. LLB II CL 2. REUSE - SIGNS DESIGNATED "REUSE" SHALL BE REMOVED EXISTING CURB & FROM THE EXISTING POST OR POSTS AND REMOUNTED I GUTTER (TYP. ) ON A NEW POST OR POSTS AT THE LOCATIONS SPECIFIED. 3. REPLACE - SIGNS DESIGNATED "REPLACE" SHALL BE REMOVED erra1liHA I FBY: DG AND REPLACED WITH THE SPECIFIED NEW STANDARD SIGNS, N° W STRIPING NOTES INCLUDING NEW POST OR POSTS, AT THE EXISTING OR SPECIFIED ws la,. NEW LOCATIONS. USE AS IS p3tl1003tl > . R7-SP 11Ntl3d 1. ALL NEW PAVEMENT MARKINGS WILL BE 4. REPLACE SIGN FACE - SIGNS DESIGNATED "REPLACE SIGN FACE" Y Q SHALL BE REMOVED FROM THE SUPPORTS AND REPLACED WITH ATNO b EPDXY PAINT. THE SPECIFIED NEW STANDARD S,GNS USING THE EXISTING SUPPORTS. 1N3013tl w I EXIST. 5. USE AS IS - SIGNS DESIGNATED "USE AS IS" SHALL BE LEFT IN PLACE. EXIST. 2. OBLITERATE EXISTING PAVEMENT MARKINGS RVY ROW AS SHOWN. SEE SPECIFICATIONS FOR DETAILS. Checked By: RRM 6. RESET - SIGNS DESIGNATED "RESET" SHALL BE REMOVED AND RESET AT THE LOCATIONS SPECIFIED USING THE EXISTING SIGN FACE AND = � Date:3. ALL DIMENSIONS ARE FROM THE BACK OF CURB 8/1/03 SUPPORTS. N ^ I OR THE EDGE OF PAVEMENT. REVISIONS: 8/19/03 7. REMOVE - SIGNS DESIGNATED "REMOVE" SHALL BE REMOVED, TO INCLUDE x I 1 1/1 8/03 THE SIGN OR SIGN ASSEMBLY AND SIGN SUPPORTS. W II WARNING AS-BUILT 7r04 • �I 0 I�2 I EXISTING CURB & O I� "AS CONSTRUCTED" IF 1H� SHEET NO.: Lj GUTTER ITYP. I Z I!I JULY,2004 NEAsLRES " THEN DRAWING i5 HALF SCALE S-I 0 h yo SIGN SUMMARY H ai o III- RE SHTG SIGN PANEL(SQ.FT.) STEEL POST(LBS.I SIGNS C TYPE tF Or L2 OrP 2 O ��' pvk rp H2O REMARKS P?PryOAA d`U•P r•t~ rOP y�~�r O 0JJ¢' AP a0 C! Pr 0'Q� C2 4 �..7e ��ryliT �T�V 4�4 y�,J �+1J Q�, 4,� �y AS NOTED BY THE TRIANGLE SYMBOL O \ ON THE SIGN SUMMARY. N V N NO.15th AVENUE *.CMS REO'D Q � p 26+39, FIT. 15th R7-IL I-Oxl-6 III III 2-0 2•Q 10-0 7-0 3-0 1.5 43 3FMINIMUM OFI SHIMS REQUIRED 26+g0, LT. 15th OHD3-2 5-Ox1-0 III III MOUN ON SI NAL MAST ARM 5.00 OHD3-2=DURSTON RD PER INSTALLATION TO TAKE UP o 7 OR 2,5'PERFORATED TOLLERANCE BETWEEN SUPPORT y 26+80, FIT. 15th 0HD3-I 4-6x1-0 III III MOUNF ON SIGNAL MAST ARM 4.50 OHD3-1=N 15TH AVE SQUARE TUBE iF it AND ANCHOR. NVi ro 26+82, LT. 15th R7-BAR REMOVE I 26+82. RT. 15th SP-1 REUSE MOUNI ON EXIST. LUMINA IRE POLE 7-0 1 REUSE FROM STA. 26+91, FIT. N FASTEN POST INTO ANCHOR WITH 5'16"CORNER BOLTS(A325) Q WI I-2A REMOVE I ITT ABOVE GROUND LEVEL(7�16"DIA.HOLES) Z h BOLT HEAD SHALL BE INSERTED FROM OPPOSITE SIDE C OF EXPECTED IMPACT.DRIVE RIVET SHALL BE INSERTED ` INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. ' INSERT SIGN POST Lj 27+38, FIT. 15th WII-2A REMOVE I 27+45, FIT. 15th 4-03 18"INTO ANCHOR Q "SUPPORT& CORRESPONDING ANCHOR 5 IO qT R I-I REMOVE I SINGLE HEAVY DUTY SUPPORT ANCHOR ` F� p 27+50, LT. 15th OH03-1 4-6x1-O III III MOUNTON SIGNAL MAST ARM 4.50 OHD3-1=N 15TH AVE 2.5"OR 3'SCIUA81 1.E wE ICKH[ ¢ieE A,r WALL Gp NON PERFORATED E 'n TH s TWCAAEaR O 27+52, FIT. 15th OHD3-2 5-Ox1-O III III MOUNTON SIGNAL MAST ARM 5.00 OH03-2=DURSTON RD BREAKAWAY ANCHOR" o. 1.42 +.w s x m3E 13f LE�T nz�GF az Ew Eh 27+79, RT,15th, R7-3AR I-Oxl-6 III III 2-0 1' 10-0 7-0 3-0 1.5 43 '- NON-REINFORCED Lem. r2GncE IRS MA to CONCRETE BASE N Q, C U y 2" & 2 12" SINGLE SQUARE TUBE .� BREAKAWAY SIGN POST INSTALLATION DETAIL (n m III,REFL. SHTC. "I" = ENGINEER GRADE TOTALS u1�22.00 2.5"=06 5 NO] TO SCALE 41 REFL. SHTG. "III" = HIGH INTENSITY . SINGLE SQUARE TUBE REQUIRED. * TELESCOPED SQUARE TUBES -\`�''• N9 - MOUNTED IN HEAVY DUTY STUB. (2.19" & 2.5"1 WITH SLIP - ROBERi R. _ SEE DETAILS THIS SHEET BASE BREAKAWAY REQUIRED. - of MARVIN ;M MOUNTED IN HEAVY DUTY STUB. -0 3697E SEE DETAILS THIS SHEET SIGN PANEL- SyONAt. .� SIGN DESIGN CALCULATIONS SIGN DESIGN CALCULATIONS kL7()CKW WASHER 5,fi"HEX��MARVIN & ASSOCIATES PROJ.NO. ��MARVIN & ASSOCIATES PRO.,NO. HEAD BOLT �rn^ �'n^Traffic,Transporttion& CivilEngineers PROJ.TITLE DURSTON& 15th SIGNAL Traffic,Transportation& CiWlEngineers PRUJ.TITLE DURSTON& 15th SIGNAL VJ vJ?FIBER WASHER ASTER `- j 1J z w L _PERFORA < LSu C 2" 2" SQUARE TUBE � L1.1 12- 6"/B• N 15 TH AVE 1=• B-,6- D U RSTU N RD z 2" 2• � > z _ _ o _ SQUARE TUBE SIGN MOUNTING DETAIL O Ir cn Z SINGLE FACED OVERHEAD MOUNT D3 SINGLE FACED OVERHEAD MOUNT D3 NOT TO SCALE 2 SIGNS REQUIRED 2 SIGNS REQUIRED ob cc S LINE 1 LINE 2 UNE 3 UNE 4 SPEC'S LINE 1 LINE 2 LINE 3 LINE 4 SPEC'S ❑ z C G LEGEND LETTER LEGEND LETTER LEGEND LETTER �� LETTER SIGN NO, ILGHJD LETTER LEGEM LETTER LETTER LEGEND LEGEND -2 SIGN NO O Ur G WIDm MNGM WIDm HEIGHT WIDTH 11EKLI/T WID1N NRGNT OH07-I WIDM IIEKiM WgTll HEIGHT WIDTH HEIGHT WIDTH HEIGHT OHD3-2 C z STA STA. " � C N 2.53 16.00 D 4.88 8.00 _ TELESCOPED FULL LENGTH AS NOTED BY THE STAR SYMBOL u ,�/� 6.00 PANEL A1APL U 4.88 8.00 PANH AAATL 2Ar& 26'PERFORATED ON THE SIGN SUMMARY Z v, 1 3.12 8.00 SET. ALUM. R 4.58 B.00 SHT. AL IAA 81 SQUARE TUBING*k O LL 5 3.38 8.00 WIDTH S 4.58 8.00 WIDTH f 34r GRADE 307 BOLT& NUT(2)REGD. ~ Q //z1E•••11 Q 4 6 5 0 SLIP BASE ASSEMBLY 4.00 T 4.20 8.00 _ T 4.20 8.00 HEIGHT 0 5.12 B.00 NEKiM �+. * 4F MINIMUM OF 2 SHIMS REQUIRED ❑ z I'-0" - 1'-0• SHIMS REQ•D PER INSTALLATION ATIONBETW TO TAKE UP SL PBSE STUB ❑ H 3.3B 8.00 N },3g 8.00 _ I o 6.00 �A 6.00 AREA J AND FOUNDATION ANCHOR. A 3.49 6.00 4.5w.n. R 4.88 6.00 _ 5.0w.IT. ' ' V 3.67 6.00 AAARGIN D 3.38 6.00 MARGIN •�R I� jl t2'%3 34'GRADE 8 BOLT& NUT(2)flEQD. U E 2.25 6.00 N BORDER EDRpE0. Qa I INSERT SUP BASE e"INTO ANCHOR 0.5" 0.5" C. SUPPORT ~ ~ COMME R CORNE0.R I -SINGLE HEAVY DITTY 3'SQUARE Tm WALL -.I I ' NON-PERFORATED BREAKAW4Y ANCHOR I.5" 1.5" 1.188 WALL THICKNESS.22.98 LBS EACH) slzE WEKWT THICKNESS LEGEND LEGEND '' I • 1.W LESET DE GAGEI ❑ 4 r ❑ AEfL •' I. CONCRETE-CLASS"A"OR'D" }.SR' lb UURSTON-15-S2.DG REFL III • '" FWNDATON -T-W X T-0' lRSPT DO GAG, OWg.: co,LFL,nA 1 colon RITE WHITE Survey By: R.M.E. BACKI p GROUND, ❑ REn l Design By: RRM RFiI.UI nfEL.III fALDn C_ 2 1/2" TELESCOPED SQUARE TUBES Drawn By: KRH GREEN GREEN BREAKAWAY SIGN POST INSTALLATION Checked By: FIRM TTEMP 42.02 TOTAL TOTALTEMPP. TOTALTEMPP. SERIES TTOEMTPAL 45.BB TOTALEMPP, TOTAL TTEEIMP. BERRIES RIB' ON SLIP BASE DETAIL Date: 8/1/03 LEFT LEFT LEFT LEFT ARROW SIZE LEFT LEFT LEFT LEFT ARROW SIZE REVISIONS:8/19/03 EDGE 5•99 EDGE EDGE EDGE N/A EDGE T.O6 EDGE EDGE EDGE N/A NOT TO SCALE AS-BUILT 7'04 EDGERIGHT RIGHT RIGHT DLSIGN®:KITH RIGHTEDGE RICER RIGHT RIGHT DfSK�:KITH Epp 5.99 EDGE EDGE EDGE wn.7/29/03 EDGE 7.06 EDGE EDGE EDGE DArt.T/29/O3 WARNING SIGN SIGN SIGN SIGN CIIFCK[D: SIGN SIGN SIGN SIGN CHKRaI. "AS CONSTRUCTED" O I/2 SHEET NO.: OF: wlDm 54.00 wlDm WIDTH WIDTH wlDm 60.00 WRom vAom WnOm IiAT! �I F THIS BAR JULY,2004 MEASURES yT. - - -- THEN DRANING IS HALF SCALE S-2 3 S IGN v AR. Lu CURB & GUTTER�I WITH C RESPECT TO it V W VARIES O FACE OF CURB _ O ` D-3 SIGNS MOUNTED > t BACK TO BACK SKEW DIAGRAM VAR VAR {� U N DOUBLE PLATED ON POST. S ICNS 2'-0" MIN. CLEARANCE • T BEHIND CURB IF IN BLVD. i I � RS cl) NAME MEET �yAR IES i i 00 O -- - - a I � 3 O FASTEN SIGN TO POST 7 l- RI-I SIGN WHEN NOMINAL WEIGHT PER As PER DETAIL f REQUIRED FOOT OF SQUARE TUBE ? SHEET NO. S-2 `` m 2' = 2.42 LBS. / f; 2 1/2" 3.80 LBS. PERFORATED SQUARE TUBE SIGN POST PERFORATED SQUARE TOP OF CONCRETE c TUBE SIGN POST - BASE TO BE FLUSH SIDEWALK WITH EXISTING GROUND CURBS GUTTER OR SIDEWALK IT STREET SURFACE 1 Ir m WE, — Y rz TYPICAL STREET NAME SIGN (D3 ) MOUNTING DETAIL Q) z NON-REINFORCED U� NOT TO SCALE CONCRETE BASE _ -G' EMBEDMENT cl DRIVEN OR SEE DETAIL y FOR CONIC. BASE ' 60 ca p`►4 T 4 N-q ROBERT R. y MARVIN i p�:,• 3697E TYPICAL R1 - 1 SIGN INSTALLATION DETAIL NOT TO SCALE '�S��NAL.EaU S IGN LlJ SIGN D CURBa cu a Z co LLJ � J_ 30' TO 45' 12" CURB & GUTTER VAR. > z WITH RESPECT TO I I/2" FACE �I 90' WITH 3" Q cw OF CURB RESPECT TO G SKEW DIAGRAM FACE OF CURB Lu (3LL.I 2'-0" MIN. CLEARANCE I I 2'-0" MIN. CLEARANCE i Q BEHIND CURB IF IN BLVD. i i Is" 1e" SKEW DIAGRAM V) BEHIND CURB IF IN BLVD. II YAR. VAR. O J Z cc II G O II _ = I 1/z" NOMINAL WEIGHT PER 06 U FOOT OF SOUARE TUBE I Q Q NOMINAL WEIGHT PER i FASTEN SIGN TO POST 2' = 2.42 LBS. i _ '__i FASTEN SIGN TO POST Z J u AS PER DETAIL - 2 1/2" = 3.80 LBS. i AS PER DETAIL - Q (D FOOT OF SQUARE TUBE SHEET NO. S-2 SHEET N0. S-2 O Q 2" 2.42 LBS. i 2 1/2" = 3.80 LBS. Q PERFORATED SQUARE Q TUBE SIGN POST PERFORATED SQUARE z L TUBE SIGN POST O LL Z i i o L.L 2 3 Q TOP OF CONCRETE b TOP OF CONCRETE BASE TO BE FLUSH BASE TO BE FLUSH SIDEWALK WITH EXISTING GROUND SIDEWALK WITH EXISTING GROUND CURBS GUTTER-1 OR SIDEWALK CURB & GUTTER OR SIDEWALK 0 STREET SURFACE ~ STREET SURFACE Q, L N NON-REINFORCED NON-REINFORCED CONCRETE BASE CONCRETE BASECo 3'-0' EMBEDMENT - ~ ~ DRIVEN OR SEE DETAIL 3'-0" EMBEDMENT - FOR CONC. BASE DRIVEN OR SEE DETAIL FOR CONIC. BASE Dwg,:UURSTON-15-S3.DG Survey By: R.M.E. Design BY: RRM Drawn By: KRH Checked By: RRM TYPICAL PARKING SERIES SIGN INSTALLATION DETAIL Dafe: 8/1/03 NOT TO SCALE TYPICAL SIGN INSTALLATION DETAIL REVISIONS:8/19/0 3 NOT TO SCALE AS-BUILT 7/04 WARNING 0 "AS CONSTRUCTED" F ;Hls BAR SHEET No.: OF JULY,2004 MEASURES'/, THEN DRAWING IS C_'j 3 HALF SCALE J J SYMBOL LEGEND NLU & GREEN INDICATIONS TO BE LED'S - 12. SrLBOL LOOPS CONTROLLER FI FI W Q) EQUIVALENT TO DIALIGHT OR CITY LiJ CONTROLLER CABINET SINGLE■pe PULL BOX APPROVED EQUAL PIPE BRACKET(MOUNT s ---- _ ��,t ____-_ �•„It O J L I_ WR-Lt.WB L2 A 5" BackDbTe (TYP.) (DIALIGHT 430-6473-001 (FUTURE( 1 ✓ I i i 1 O Q pT QI �— SIGNAL POLE,BASE& MAST ARMS OR CITY APPROVED z O ala4Lla � O o,.,,a] ♦ ELEC. 1 —lI�I LU N(O EOUALI 0 01. 1 o o...�.1] SERVICE T-- - V -}� VEHICLE SIGNAL INDICATION \L-A_DN R LL� O aw+ O o. iO4 K '�.r o PEDESTRIAN SIGNAL INDICATOR LED R � L�}E=�e _ s _ SB u.SB-L2 ""i6' 0 r] `1 0 a,w„w1 _-_______ N U N LED LEDNEW LUMINAIRE ON SIGNAL STD. QSB-TRI,SB-TR2 - O a...ra O aw•rlx12• Y O t]I s Z D a.aw] 6CSIGNAL POLE NUMBER WCAN. Iz L ❑ral.•Ir. D a_..1. O VEHICLE IND.REFERENCE NO. LED G LE O 22 + I O 1]rwM 1 O Cham•I D 1 O Q PEDESTRIAN IND.REFERENCE NO. 12' Ln 23 24 E m 25 26 ER-LL EB-L2 "le 0 a�..Ia o a...l] ' \ Q) -- NEW CONDUIT& WIRE '( OOO O al.•..14 O a.a+14 ]________ J 1 2 3 4 O O (Futuna --'-'--- '7 Q --=>- EMERGENCY PREEMPTION DETECTOR O©O® 27 26 NEW CURB & °i'"It a'•'"Wt PPB_yL PED.PUSH 9UTTON (LEFT OR MIGHT MROVV) O� 11 DI ICNT 430-E3 TO OR CITY GUTTER arI•Ia O Ornrla N -- � PROVED EQUAL GREEN / YELL PEDESTRIAN & SIDEWALK O al.r.+a 4 ❑ch•n^•la 8 O Ix O SIGNAL INDICATIONS INDICATIONS (NOT THIS CONTRACT) MICROWAVE "lei p a...r 0 awr4w4 UETECTUR 'U SIGNAL & PEDESTRIAN INDICATIONS Z POLE N0 2 a 1� (� s j CONDUIT RUN DESIGNATIONS ~ I NOTE: ( LOOP AMPLIFIERS CO 50 15 45 SEE SHEET NO. E-2 FOR EXISTING dLO r--------r----------I--- �N " LOOP DETECTOR WIRING SCHEMATIC NOTES: --- 1 15, LUMINAIRE RELOCATIONS. •_ r� _ 10 mow 1. NEW SIGNAL LUMINAIRES WILL BE y c NEW SIGNAL CONTROLLER a NE ORB & 250w H.P.S. MEDIUM-CUT OFF u c q6 86 CURB & GUTTER TYPE "P CABINET & 3I- m & SIDEWALK (COOPER OVH25SWW30 OR EQUAL) S� CONCRETE PEDESTAL Z o v (NOT THIS (SEE DETAIL SHL) N CONTRACT) ^ h 50 15 120 6'x10 LOOPS CENTERED IN LANE (TYP.1 2. LIGHTING CONDUCTORS WILL v 50 / _°' F NEW MlcflownvE -�- BE INSTALLED IN ONE CONDUIT 'n On (UNLESS NOTED OTHERWISE) S-� NEW TYPE 3 CONC- f DETECTOR OF MULTIPLE CONDUIT RUNS. PEAK PM HOUR 2004 DESIGN VOLUMES F NEW TYPE "C" PULL BOX 1 '� I , VEHICLE SIGNAL FUTURE CURB & TYPICAL LOOP LOCATIONS ELECTRICAL SERVICE I I i 1� " "• (SEE DETAIL SHEET) 1 �N IN INDICATION (TYP.) NEW TYPE 2 CONC 3. SEE SHEET N0. E-2 FOR UTILITY ONT.;!g7 GUTTER (TYP. I F- F u I '�•0 141 FUTURE SIDEWALK NEW TYPE 3 24 PULL BOX LOCATIONS. _. . • f TYP. 1 _ m I 21 0 20 40 - •RORERT R _ NEW UNDERGROUND CONC.PULL BOX I 1 i ZS ' scale feet >oL •W POWER -BY POWER 1 I 1� O 'a�, MIIRVW �I t r= EXIST. I COMPANY RR EXIST. FUTURE CURB & A�•�` ���rW ❑ V' -�1_-�N J- EXIST. FUTURE SIDEWALK p RW RSV (TYP. ) GUTTER (TYP. 1 EXIST. bNAL'6 �� I L------ ------- -------- -)_ __ ---__-___ __ _L _ _ _J_ a I I IW� y r � I 1 DURSTON ROAD EDGE OF EXIST. -S_PPB_R _. PAVEMENT (TYP. 1 RELOCATED LUMINAIRE E I FUTURE 6'S NOT EDGE OF EXIST. (TYP.) y$ 2 al ' 26 DETECTORS NOT PAVEMENT (TYP. ) D U R S T 0 N ROAD O m ry .. .. T W �- — -r _ 21+Dp EDGE Of EXIST. 22+00 I :we-u= — — — > HIS PROJECT (TYP. LLJI PAVEMENT (TYP. ) BIDIRECTIONAL PREEMPT DETECTOR (OPTICOM)(TYP.) 2a 22 O e} �'� id+oi" we Lz 26,ao LUGOFEXIST. XI P 00 W F� a z FUTURE LIGHTING -E 1 6I 27 PAVEMENT ) EXIST. SIDEWALK PEDESTRIAN INDICATION �, + 12 I _ VEHI IND.NUMBER EXIST. SIDEWALK FUTURE LIGHTING FUTURE CURB & Q L j J CONDUIT (TYP.) .Od)A -------------- (TYP.)�-------------- _ (TYPILE F GUTTER (TYP. ) - _ _ _____ ___________ _ __ ____________________ ___ _________________________ _ ___ __ 11 10 >___> - -CONDUIT (TYP.) LAJ _ -----------�n—> - -- - - - -- _ _#: _ _ _ Q — — — — — — --' -' - - �=�_7Y`kC�+=`_ DO > J EXIST' FUTURE CURB & ❑ EXIST. r= I. - PPBR �� _> ' > _ — — 0 O p FWV v GUTTER (TYP. ) FUTURE SIDEWALK - NEW TYPE 2 CONIC EXIST. D_ z (TYP.) R,yy / PULL BOX RW _ FUTURE SIDEWALK EXIST. Z 2 _x �rT (TYP. ) RW W V NEW TYPE 2 CONC O u`.I.PPBr L 28 I O - INTERIM PHASE DIAGRAM 06 J . (n PULL BOX F "AS CONSTRUCTED" _ (SEE DETAIL SHT.) 21 't I JULY,20B4 Q " lips 4 Is PPB O /�'• I I PEDESTRIAN INDICATION I I Cf) ILL NUMBER (TYP.) NOT NOT r1/�`,� Z LL CONDUIT SCHEDULE RweDl w AW(i xRxaToxs & wins EXIST. useD �=-' useD + RW UTILITY NOTE:RAC NM Z O IP•d PoI IOPtlaaal ml�aPnl (P.f CI (Loop Luel ICunl olY ILgm• I.w AYc.owern I THE CONTRACTOR IS RESPONSIBLC FOR nun ,n„Yx,on P,w«I Puwwl Uw.cm EXIST. Y IDCATING ALL UtIIITIFS PRIOR TO EXCAVATION. O LL 0•.q. u• Mec.x gMdwtl lu 4M 7c It4 5c ><Pw ><Pt4 >k au 2-pe 2-PF '1sdi1ie WI• ; CONTACT THE UTILITY IOLATION SEPVICE AT < M Pn RYV < Q L.L A 4 52' Rigid Trench 4 4 4 2 / 1 1 W , 1 a0D 424 5555 TO LOCATE UNDERGROUND UTILITIES e 1 0 2 d 1 0 4 m 4 2' RIpM Trench 4 4 3 1 1 4-FUTURE 1 1 2 1 GO N 0 C 2 r Rigid Trench 1 1 1 1 1-FUTURE 1 1 -- - I PPe Q D 3 r Rigid P0m 2 2 2 3-FUTURE 1 1 z EXISTING CURB & _---� E 2 r Rigid Plan 1 1 1 1 1 �- GUTTER (TYP. 1 NOT :; NOT USED USED II V F 1 r Rigid Track 1 1 1 )C 1 1Cb l4' FUTURE SIDEWALK ape�---►PPS PPe � � Q I (TYP. ) � H 1 r R'�g1e Tr4Pcn 1 1 1 1 1 EXISTING CURB & GO ... d 1 2' Rigid Tr4ncn 1 1 1 1 1 1 (TYP. ) m 5 e a e t e e ~ GUTTER (TYP. 1 W STA.n+ao.11s K 1 2- Rigid Torch 1 1 1 1 1 1 i� N 50er2.w E tIIfi6B30 FUTURE PHASE DIAGRAM L 1 11r Rigid Trench 1 1 1 2 7 1 L I STA,23.0a.00 STA.73,W Dwg.:DURSTON-15-E1.DG Lil N 50009.25 N—1 ss - Pro _ I E WIS.38 — E 1g56635 _ t I I ( Survey By: R.M.E. USED Q j Not I Design BY: RRM *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE e I + su .a DURSTON= P►m Drawn By: KRH .2s.4e STA.27. 11t,red, ape 4 11C RRM Station SiOnal SiOnal Hea Emergency Lumin. Pecf. T° 01 P°In Foundation Lumin. II 1 N 500W.74 Checked By: Pole on Offset Pola Mast Distance From Prnampt Mast Pllsh I' Mount N°Ins + I E tressb° 0 12 e T m 4 (/23/03 No. No.15th TyPn Len th Pole cn Mast Detect Len th Bunons Rase Elev. Dia. Depth Hei ht ji Date.' O 26+80.3 34.5'RT 2A 35' 34.5'-22.5' 32.5' 2 By Engineer 2'6" 60" I i REVISIONS: I STA 21+ 00 PPB 1--►ppB 4'vG Q2 26+79.7 34.5'LT 2A 36' 34.5'-22.5' 32.5' 2 By Engineer 2.6• 8'0" - i N 40726, 8/1/03 I I/1 8/03 I F15 74 NOT WARNING 8/19/03 O3 27+49.6 27.1'LT 3A 35' 34.5'-22.5' ^ 15, 2 By Engineer 2'6" 8'0" 35' I USED I 0 j 27+52.4 28.0'RT 3A 30' 29.5'-17.5' 15' 2 By Engineer y6" 8'0" 35' IF THHISHEET NO.: OFCENTERLINE DETAIL m6 g 9 T IEpSOHSEE DETAIL SHEETS NOT TO SCALE HALF E-1 8 Ll NEW CURB & uJ ni ?� P GUTTER 3 UTILITY NOTE: Q 7 & SIDEWALK Z NEW CURB & THE CONTRACTOR IS RESPONSIBLE FOR — 2 ')+ (NOT THIS W GUTTER O W 6510 CONTRACT) > & SIDEWALK LOCATING ALL UTILITIES PRIOR TO EXCAVATION. (NOT THIS CONTACT THE UTILITY LOCATION SERVICE AT a CONTRACT) 1-800 �25555 TO LOCAT__ UNDERGROUND UTILITIES. v N L NEW LOOP - I 10 u ° 20 DETECTORS uaM tree (TYP.) 4 ZN LBLD(."' RELOCATED EXIST.LUMINAIRE i i 0 FROM STA.26+91.7,20.4'RT. Z TO STA.26+92.0,53.2'RT. Q � � I c 00 00 BY OTHERS L----I L_ _ FUTURE SIDEWALK O L ~ o I NEW SIGNAL (TYP. ) o CONTROLLER 3 I EXISTING POWER FUTURE SIDEWALK I POLE w/ NEW SIGNAL -- `- < I y n I TRANSFORMER SERVICE NEW SIGNAL = I EXIST. m c (TYP. ) PULL BOX (TYP.) I R/W L I l.� I EXIST. ,,, `-_,;_.L----' �----- ����� I I a � I R/W -----• -- -------- --------- --------- --H� ----------- - - - -------------- ----- -..- •------------ ----------------- -- -----——---——— -_-- ---- -- - ---- ------------ - -- -- -� - -------------------- ---------- --- ------- ------ - ------------------------------- f �- - --------------- - ---_---- --_-- r , 0 N T g ti ------------------------ Z ~ T OBERT R. OH ______ ' j a j MARVIN - EDGE OF EXISTING I FUTURE CURB & I y'.�JEXIST. 3 y 697E :2 GUTTER (TYP. ) I -� f LUMINAIRE FUTURE CURB & I %sJ�...... .'�� PAVEMENT (TYP. ] El EDGE OF NEW ----------_ (TYP' ) PAVEMENT (TYP. ) GUTTER (TYP. I I EDGE OF EXISTING I ---------y-----------------i- "GAS -;--- -----I-------- - - ---- _ I PAVEMENT (TYP. ) -- — ———- ---15"SAN---t —————— -- --- --- — — — — --r---------- _'----- GAS--- --L--8 BAN----- - -------FUTURE STORM ---- I -- -- 2 DRAIN (TYP. ) .........:.......................... (TYP.) LOOP DETECTORS D U R S T O N ROAD F EXISTING I Li ...........L....: NEW SIGNAL i iLu - -- - -- -- - L > 1 Lu EDGE CONDUIT (TYP.) a --�_ ...__ .. D U R S T ON ROAD PAVEMENT (TYP. ) I I -__--L- 10 WAT FUTURE CURB & EDGE OF EXISTING Lu Q - - ---- - Lu PAVEMENT (TYP. )(TYP. ) � zw -------- - ------ LLL ------ -------------- L ----- STM w ZSTM NEW SIGNAL a O o - ----------- - -- '� STAN ARD ------ ------- --- -------- ---------------------------------------------------- ----- ----------- ---------- ----------- ------------------------------------------------------=--- ----L----�' -- - -- - ------ ----- --- -- -- O - -- ---------------- ----------- - --------------------- - -- ----- ------ -- - — (TYP. � .., Z Z CC J FUTURE CURB & EXIST. O - I - * O GUTTER (TYP. ) R/W I ; REMOVED EXIST. EXIST. w Z r I i LUMINAIRE R/W > z Ll 0 FUTURE SIDEWALK I I i o O L (TYP. ) O -- • i U) CC IlkNEW SIGNAL STANDARD- I N FUTURE SIDEWALK POLE BASE (TYP.) a I F, Q ' (TYP. ) p C, I ABANDONED IRRIGATION r' I DITCH FUTURE LOCATION ° FOR EXIST. FIRE 0 I _ i FUTURE SIDEWALK C/) ti (TYP. ) HYDRANT I LiJ LEGEND NOTE: z ; EXIST. CURB & SEE SHEET NO. E-3 FOR SIGNAL nwg.:DURSI°"-"-Ez°°" --10"WAT-- EXISTING WATER MAIN I LEI i GUTTER INSTALLATION DETAILS. survey By: R.M.E. EXIST. CURB & I Design By: RRM EXISTING SANITARY SEWER MAIN GUTTER Q I STM--- EXISTING STORM DRAIN MAIN & SIDEWALK I I ; ; Drawn By: KRH L I Checked By: FIRM -2`GAS-- EXISTING GAS MAIN Date: I + _ I ---TEL--- EXISTING TELEPHONE LINE I I 7/2'/03 -- UGP--- EXISTING UNDERGROUND POWER EXIST. I I 6/1/03 Ln REVISIONS: —OHP EXISTING OVERHEAD POWER LINES R/W I I R/W T ' WARNING B/19/03 W NEW WATER MAIN I "AS CONSTRUCTED" 0� /1 AS-BUILT 7/04 Q n i JULY,2004 IF THIS BAR SHEET NO.., OF: Z /\ MEASURES '/, THEN DRAWING IS C HA SCALE C—� 8 NEW CURB & W W GUTTER -::D LTHE OTE: Q o, & SIDEWALK Z NEW CURB & w°. NOTE: RACTOR IS RESPONSIBLE FOR(NOT THIS I-d GUTTER VWALL STATIONS AND OFFSETS - - CONTRACT) > & SIDEWALK ALL UTILITIES PRIOR TO EXCAVATION. O(NOT THIS THE UTILITY LOCATION SERVICE AT N vNARE FROM NO. 15th AVE. CONTRACT) 5555 TO LOCATE UNDERGROUND UTILITIES. a � o / , 10 0 10 YD I Ln --- o scale tent O Z 4 c L!DG.] 5 I` Z EDGE OF NEW 0.2'THICK ci PEDESTRIAN WALKWAY 0 co co PAVEMENT (TYP.)- ti o I P.T.STA.26+75.7 0 P.O.C.STA.26+79.6 29.5'LT. P.T.STA.26+73.4 P.C.STA.26+76.2 °n 25.4'LT. 34.5'RT. 29.5'FIT. P.C.STA.26+71.9 a m —34.5'LT. G P.R.C.STA.26+80.6 , > , jjj P.R.C.STA.26+79.4 = EXIST. w o (,1 37.5'RT. R.=4.0' 37.9'LT. V) R/W rn l� EXIST. w\ R/W P.O.C.STA.26+80.2 L i QQ ............. 25.'RT. R.=4.0' P.R.C.STA 26+90.2 , �' ` --- .......... r' -- -----_ 40.3'RT. R.=10.0' R.=10.0' 41P.R'LT.TA.26+89.1 ® TA AN j' __ .__.___ �_____��---------- -----..-'-- ---------------' - __ _� - ?, ........., •9. - R.=6.0' R.=6.0' RORERT R. v 7 MARVIN EDGE OF EXISTING) o. r ' EXIST. ... ` LUMINAIRE EDGE OF NEW P.T.STA.26+96.3 slip 'Exv PAVEMENT (TYP. ) Nay �., (TYP. ) PAVEMENT (TYP. ) 46.4'LT. EDGE OF EXISTING PAVEMENT (TYP. ) P.C.STA.26 4 97.6 45.2'RT. DURSTON ROAD REMOVE & REPLACE EXISTING STORM � < J D U R S T O N ROAD EXISTING SIDEWALK (TYP.) DO NOT DISTURB DRAIN MANHOLE EDGE OF EX IST ING IZ Q Q EXIST.CURB & GUTTER - EXISTING 15" RCP PAVEMENT (TYP. ) > Z Lu TO BE ABANDONED Q LU _ Y Lo EDGE OF EXISTING SAWCUT AT NEAREST JOINT -- — ED z PAVEMENT (TYP. ) IN EXISTING SIDEWALK.PROVIDE EXISTING LUMINAIRE Cr O EXPANSION JOINT (TYP.) BE RELOCATED (I- TO z Q EXISTING SIDEWALK ------------- -------=- _ _ (EXISTING I o,6 00J Ji t — 0 Z C) Q O 0 Q (~!l EX IST. O ' I - LSTA.27+40.5 02 R/W i 29.6'LT. m (n Z Z PROVIDE EXPANSION JOINT w STA.27+52.9 R.=4.0' AROUND NEW PULL BOX WHEN > Z U O — J SIDEWALK TYP. �-- REPLACEING EXISTING S (TYP.)18.6'LT. Q I O LL C/) Q TRIM EXISTING TREE O NEW 4" CONC. EXIST. m AS REQUIRED TO INSTALL - SIDEWALK TRIM EXISTING TREE R/W Q NEW SIGNAL STANDARD I AS REQUIRED TO INSTALL NEW SIGNAL STANDARD _ v � x ABANDONED IRRIGATION f;z s � oo kz O Lil DITCH � NOTE: o FOLLOWING THE INSTALLATION OF THE z EXIST. CURB & NEW SIGNAL POLE BASE IN THE SOUTHEAST l.g„OUR11.1115 E36DGN Ld GUTTER CORNER,REGRADE THE PEDESTRIAN R.M.E. z > WALKWAY AREA TO MATCH THE Survey By: r Q EXISTING CURB ELEVATION LESS 0.2'. Design By RRM N Drawn By: KRH Ld -� Checked By: RRM EXIST. CURB & Date: 8/1/03 GUTTER Ln Bewstovs:8/1 9/03 EXIST. I EXIST. AS-BUILT 7/04 R/W R/W "AS CONSTRUCTED" WC.RNING O JULY,2004 0 IF THIS 1 7_4 �L NE ASURE By. �E�-38 i MEN DRAWING IS HALF SCALE W `) V N Iz o 0 0 (13 0 Z_ � c ti U_ 00 ti O O 0) 1201240 VOLT SERVICE MOUNT ON POLE CONTROL - y m MOUNT ON POLE TA I Q, -- SEE MOUNTING DETAIL AWG N0.6- ON SHEET N0. E-5 S-1 U p METER BASE _ _-3 AWG NO. 14 CABLE 1 - - jZz CIRCUIT BREAKER I LIGHTNING ARRESTER - 20 AMP,2 POLE, i AWG NO.B(TVP.1 m I SINGLE THROW 3 AWG NO.14 CABLE CIRCUIT BREAKER }--} I AWG N0.10 GROUN❑ (TYP.1 1 POLE, AUTO-OFF-MANUAL 60 AMP, I } I PH0T0.ELECT RIC SINGLE THROW I I SWITCH CONTROL ���,:N...q•h9'., 20 AMP RELAY _._., TLPL)BOX ROBERj N.E.M.A. TYPE 3R_{ I 2 POLE,SINGLE THROW v; NUIRCABINET369AWG N0.6 - - -BARE AWG NO.6 GROUND ROD TO LUMINAIRES I AWG NO.6 - AWG NO. 10 GROUND AWG NO.8 ITYP.I I (GROUND) TO SIGNAL (NEUTRAL) AWG NO.10 GROUND (TYP.) I U) 1120 VOLTS)- CONTROLLER AWG NO.8ITYP.) 3 Lu AWG NO.10 GROUND I AWG NO,10 GROUND (TYP.) gyyG NO.10 INSIDE POLES (TYP.) LLJ Z Ui Q 6 > Z 20r - - 2 2 Q C Q S-1 SERVICE WIRING DIAGRAM sw o GROUND POLE BASE ITYP.) NOT TO SCALE LUG ITYP.) O I C_ z z (21, 4 0-6 J _ O Q Q Z C7 x V) 66 16 CJ Lu - INDICATES NEW WATERTIGHT CONNECTOR, z E u SEE DETAIL DRAWING ON SHEET E-5 0 Q PROVIDE WATERTIGHT CONNECTORS IN PULL cr BOXES WHEN SPLICING OF CONDUCTORS IS WIRING DIAGRAM Lu REQUIRED. NOT TO SCALE SUPPLY FUSED CONNECTORS THAT ARE MIDGET U FERRULE TYPE RATED AT 6 AMPS FOR O QQ) 250 WATT LUMINAIRES. O Z ♦; -Q ♦` D7.1,g.:DURSTON-15 E4.DGN Survey By: R.M.E. Design By: RRM Drawn By: K R H Checked By: RRM Date: 8/1/C REVISIONS: O/22/03 WARNING AS-BUILT 7/04 "AS CONSTRUCTED" 0 JULY,2004 IF THIS BAR SHEET NO.: I OF MEASURES '/2.. THEN DRAWING IS /I HALF SCALE E—V 8 POWER SUPPLY IN CHASE LN QL1 y h OF SUPPORTING LEG S C -) a 1 Cd METER N TYPES 1,6, 1 1 & 16 TYPES 2,7, 12 & 17 1 N � TOP VIEW a NON-FUSED BREAKAWAY FUSED BREAKAWAY 06 o SERVICE PEDESTAL- SEE SPECIFICATIONS yQ IDENTITY DESCRIPTIVE FOR DETAILS Z m SYMBOL & 5:N0. WIRE SIZES METER SOCKET I i -------- - c�c � _f L ti o I I I I I I I I 2 w v PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- I I p^1 8 RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL NEMA TYPE 3R CABINET W i i y to HINGED,LOCKABLE COVER 3 IN THE GROUND OR INSTALLATION IN SUNLIGHT. EACH HOUSING SHALL PROVIDE A SECTION TO FORM I �0 A WATERTIGHT SEAL AROUND THE CABLE AND A i J�" 4 SECTION TO PROVIDE A WATER-SEAL BETWEEN THETYPE$ 3.8. 13 & IB TWO HOUSINGS AT THE POINT OF DISCONNECTION.EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 5 4"-W MAX.SILICONE COMPOUND TO LUBRICATE METAL PARTS WEATHER PROOF LOCK 4'-0"MIN.AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. (CITY SUPPLIED) e I 6 6 L 0 WHERE INDICATED A COPPER PIN AND A COPPER POWER SUPPLY IN CHASE RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY OF SUPPORTING LEG 7 FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE C11L '., SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 3/4•SCHEDULE 80 PVC CONDUIT w' ••�THROUGH THE USE OF A COPPER BERYLLIUM SPRING1 OF RARE NO.8 AWG (GROUND WIRE) .8 I AND SHALL BE EQUIPPED WITH A DISPOSABLE �_MOUNTING PIN. THE PIN SHALL BE OF AT LEAST 4'THICK CONCRETE ;=r';HALF-HARD MATERIAL AND THE CRIMPING PORTION SLAB IN GROUND LINE ��'.C9 SHALL RE FULLY ANNEALEDWHILE THE REST OFtt-{'I�} THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF =)III=)III_ =)III=.•,.�M- I T.'. _ — — I_ ( f HARDNESS. THE RECEPTACLE SHALL BE FULLY — 3'MIN. ,{I ______ 10 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED 24"MIN. 11 4 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION TYPES 4,9, I4 & 19 IS APPLIED TO THE ATTACHED CABLES. I I ASN EGUI ED CONDUCTORS 12 4 I 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF I ELI 06 J m SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. FOOT STABILIZER W U� Q 3 4 /T_�� THE CONTACTS $HALL BE FULLY ANNEALED AND > Z A ADAPTED TO BE CRIMPED TO THE CABLE. 6'-0' Q ui O Q NON-FUSED BREAKAWAY 14 L LLJ 4 120/240 VOLT UNDERGROUND Lo > LU LLJ SERVICE BY POWER CO. Q (, 15 4 COPPERWELD Q OIL Z GROUND ROD C O M 16 ELEVATION VIEW oZf GJ LU ui 17 I I U Q z r-- J TYPE 22 & 23 TYPE "C" ELECTRICAL SERVICE DETAIL T 18 TYPES 5, 10, I5, 20 & 21 (� U 10 ..i/�--`- 0 NOT TO SCALE z I 9 o LL LL LLJ U Q Q ui 9 6 PHOTO-ELECTRIC CONTROL 20 I TO BE INSTALLED WITH A ` w 0 NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY MIN. OF 2" STANDOFF S FROM POLE 0 21 I TWISTLOCK TYPE 0 22 PHOTO-ELECTRIC o Q) Q) I I CONTROL � 23 I CONDUIT OUTLET BODY FIELD DRILL AND FBy: GN TAP HOLE IN POLE . FOR %2" PtPE SIGNAL OR LUMINAIRE POLE WATERTIGHT CONNECTORS Checked By: RRM NOT TO SCAI F "AS CONSTRUCTED" Dete: 8/1/03 JULY,2004 REVISIONS: AS-BUILT 7/04 INSTALLATION DETAIL FOR 0 WARNING PHOTO-ELECTRIC CONTROL F THIj SHEET NO. OF MEASUR NOT TO SCALE THEN DRHALF E-5 8 W a, m POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS I- C V TABLE 1 O OB O O ANCHOR BOLTS O O O O O C,' O O O ® o 4� (, W T 1 O O TYPE (1) LOWER SHAFT 15'.20',25'.30' 18" S0. 171/Z" 11/z" 1)'*"x 84'x 6" (OVERALL-90") I T• SO. 19" I•- 8 UNC - 5" A325 11/2" 11/i 8 8'0" 7'6" 2'6" > V U o TYPE (2) LOWER SHAFT 35'.40'.45' 19" $0. 19" 1y2" IN"x 84'x 6" (OVERALL-90"1 19" $0. 20" Iy4" - 7 UNC - 6" A325 1Y'4" 1N" 8 8'0" 7'6* 2'6" N TYPE 121 LOWER SHAFT 50' 19" SO. 19" ly2" 1;'4"x 84'x 6" (OVERALL-90") 19' SO. 20' 11/4" - 7 UNC - 6" A325 Ij'4' 1yf 12 12'0" 1].1. 3'0* 1 I ILJI � od o -- UUU IIILLL(((JJJIII IL(W I O TYPE (3l LOWER SHAFT 55',60' 20' SO. 20" li`'i" 2"x 84'x 6" (OVERALL-90") 19" S0, 20" 11/2" - 6 UNC - G" A325 2" 2' 13 13'0" 12'6' 3'0' * SIGNAL FACE MOUNTING POINTS STANDARD T 7 0 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUM812ER CLAMSHELL POLE MOUNTING MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING PEDESTRIAN SIGNALS ONLY y TABLE 2 *, 2 r 3 r 4 W 5 41 6 I1 7 *8 •9 010 EMERG.VEHICLE SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. NOTES SIGNAL ARM SLIP JOINT DESIGN AREA 12.0 SO.FT. NIL B.0 SO.FT. 9.0 SO,FT. 9.0 SO.FT,9.0 SO.FT.3.3 SO.FT. 9.0 SO.FT. 3.0 SO.FT. 4.72 SO.FT. END SECTION WITH BASE SECTION WITH U DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR �'4" HOLE FOR FIELD DRILLED HOLE NOTE USE PIPE BRACKETS TO MOUNT Q ,`�� DESIGN WEIGHT 135 L8. NIL 100 LB. 105 LB. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY BOLT FOR % BOLT TRAFFIC AND PEDESTRIAN SIGNALS o AMENDMENTS THERETO). TO THE POLE SHAFT UNLESS DRAG COEF.ICO) 1.2 NIL 1,2 1.2 1,2 1.2 0.5 1,2 1.2 1.2 USE A DESIGN WIND VELOCITY OF 90 MPH. OTHERWISE SHOWN ON THE PLANS. �I O DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND 15 PERPENDICULAR TO STANDARD, AS SHOWNI, THRU C', Oq DESIGN WEIGHT = DEAD LOAD. FIELD ASSEMBLED B LT TABLE 3 TO ACHEIVE A SNUG Ip DESIGN ALL TYPE 11> LOWER SHAFTS FOR A = 30' AND A MOUNTING HEIGHT OF 45'. TIGHT JOINT (MIN. BASE SECTION END SECTION ti IS' 20' & 25' 30'.35',40' & 45' S0', 55' & 60' DESIGN ALL TYPE l2> LOWER SHAFTS FOR A = 50' AND A MOUNTING HEIGHT OF 45'. OVERLAP NOT LESS SPAN LENGTH LENGTH Ili THAN 2.5 FT), MTC.PTS. *1,*2 &*3 *I,*2;K3 6*4 *I,*2:M3.*4 8*5 *1,*2.*3.*4.*5 &*6 DESIGN ALL TYPE (3) LOWER SHAFTS FOR A = 60' AND A MOUNTING HEIGHT OF 45'. 55' 12.60 45.00' U Cp Y. - 10 UNC - 3" A325 (TYP.1 PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (12" MIN.1. 60' 12,60' S0.00' .z - II UNC - 2y2" A325 ITYP.) CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO FABRICATION OR APPROVAL. IO• - I MATCH SIDEWALK REMOVABLE GALVANIZE POLE SHAFTS. ARMS, AND ACG:SSORES PER ELEVATION (NO BEVEL( 2" BEVEL - J ASTM A123. GALVANIZE HARDWARE PER ASTM A153. IS' EXPANSION AREA$WITHOUT lh m 45°(TYP.) *7 I~ CURB M GUTTER JOINT SIDEWALK 141/2- 2" SCHEDULE 40 A53 PIPE- (BREAK SHARP EDGES FOR F_ - Y4" THREADED SCHEDULE 40 `\ `p 14 T A�r�''�� WIRE PROTECTION( 2' SCHEDULE 40 A53 PIPE •.,q A53 PIPE (BREAK SHARP EDGES SIDEWALK FOUNDATION �:•'• ••• 0 FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR * ' WIRE PROTECTION) - ROBERT R•':* 7• ° e ll G (TYP ) 2" SCHEDULE 40 A53 PIPE *2 1' LUMINAIRE \' `�' 0 :r- 1_ O (BREAK SHARP EDGES FOR SIGNAL MAST ARM FILLER MAST ARM FOUNDATION BEVEL DIET AIL : I�y9 :W= 9/i T WELD HOOK TO POLE WIRE PROTECTION) MATERIAL s ♦ u,...*t°. �=c c ` SHAFT FOR SUPPORT 413 *I,*4,*5 &*6 LUMINAIRE ARM J �: T I OF WIRE CLAMP _- MIN. I I GAUGE ....... NA •E .l PLATE TOP, I I UPPER ly2" SCHEDULE 40 A53 PPE + *7 1 (BREAK SHARP EDGES FOR "yJ PLATE � BOTTOM AND SIDES I � I SHAFT UPPER SHAFT WIRE PROTECTION) I 6y2 6yi 2y= �_II _ JI _ MIN. GAUGE PEDESTRIAN I' PLATE Y" PUSH BUTTON I FOR 1,*2, 3,*4,BLS &*6 FOR *7 WHEN SPECIFIED LUMINAIRE ARM CONNECTION Is I _ w 4' x 61/2" NOTE -SUPPLY REMOVABLE METAL COUPLING DETAIL � J HANDHOLE CAPS WITH EACH COUPLING AND COVER EXCEPT FOR*8, *9 &*10. (NO1 APPLICABLE TO*8,*9 &*10) NOTE-LUMINAIRE ARM AND SIGNAL Cf) ARM ARE IN THE SAME LLJ �' Q 1- + VERTICAL PLANE, ON THE 2'0" MIN. > z SAME SIDE OF THE POLE. 3'4" Q W w m O 0 II I LONER SHAFT ANLI�Ui ION T 2" BEVEL PROTRUSION L W t2'6' O -_ 5" TO Tye" I/4" PLATE TOP, *1 2'6' *2 12' ____ FACE OF CURB I - L2 > A36 PLATE O I I I I BOTTOM AND SIDESREMOVABLE CAP SGN LANE USMOUNTN L 111 E L 12' SCHEDULESEE AL FOR O UPPER SHAFT - I -+ MOUNTING $ d < I �4• PLATE J - STREET NAME SIG - HEIGHT 2'0" 6' z 2 O 6' I J•0• MOUNT LEVEL J. A36 PLATE TYPE "C" I'Xx3'-0" BLANK SIGN *5 / 06 z SIGNAL ARM CONNECTION MOUNTING BRACKETS - PLATE FOR WIND J TYPE "D' COPPER GROUNDING Q (D P * SEE DETAIL SHEET OIMPENING (50', 55' 8 I (n I 60' MAST ARMS ONLY) WITH SIGNAL ARM MOUNT MG BRACKET$ - STRAP BETWEEN CLASS 'DD" O 13' S0. TYPE "D" /MOUNTING MIN.7 GAUGE SEE DETAIL SHEET ANCHOR BOLT, CONCRETE OL (C � BRACKETS - LOWER SHAFT CONDUIT AND BARE FOUNDATION SEE DETAIL SHEET MIN.7 GAUGE AWG NO.6 GROUND z U Q * * *8 IS ELEVATION AT BOTTOM OF TRAF. WIRE O LwL. IS' LOWER SHAFT ARROW TO BE LEFT OR RIGHT, PUSH SIGNAL HEADS (FIELD MOUNTED) I L Q 4' x 6y2" OR BOTH AS REOUIRED. BUTTOu _ • 45°(TYP. ) HANDHOLE 5" x 7Y'4" ALUMINUM I� FOR *9 IS ELEVATION AT BOT70M OF PED. - 6 3" NUT HOLDER I AND COVER SGN, BLACK LETTERS ® SIGNAL HEADS IFIELD MOUNTED) 19'0' _ FOR GROUNDING I ON WHITE BACKGROUND. I �� MIN. / 1 BACK OF CASTING SHAPED TO *10 IS ELEVATION AT BOTTOM OF 8 OP x6 REBAR- FIT CURVATURE OF POLE. CONTROLLER CABINET (BAND MOUNTED( M LONG ITYP.1 N * A36 PLATE NOTE-A HANG HOLE DETAIL O O I'�O Q, Q) AND A NUT HOLDER I 18• EQUALLY SPACED PROVIDE A REMOVABLE - DETAIL ARE REOU(RED. '� -� I 3" THREADED SCHEDULE 40 A53 PPE, I 1010' tl COVER PLATE WITH I PROJECTING FROM SHAFT 2", WITH NOTE: EACH POLE SHAFT. - T SIGN REMOVABLE CAP. BREAK SHARP EDGES rip• ANCHOR BOLTS SHALL BE PLATE PEDESTRIAN PUSH BUT I ON SIGN FOR WIRE PROTECTION. INSTALLED VERTICAL IN NOTE-COVER PLATE DETAIL i O 4 p• `MP FOUNDATION. FLIeB 6.DGN IS REQUIRED. I I LOWER SHAFT 2'6" M' 45•TrrP.l yl �� © GDRD 2A & 3A STANDARDS OOF W4 .E. TERMINAL REBAR HOOPS SPACED M EQUALLY AT ABOUT SHAFT T O SHAFT - j O COMPARTMENT a6 REBAR I'0" CENTERS H MOUNTING PLATES DETAIL SLOT ANCHOR BOLT r I/4" (TYP.I 0/� SPOLEHAFT O LONG ITYP.1 21/2" CLEARANCE Checked By: RRM A36 PLATE \ / USE GRADE 60 REINFORCING STEEL Dare: 8/1/03 SIGNAL BASE DETAIL TYPICAL FOUNDATION REVISIONS: AS-BUILT 7/04 TYPE 2A TYPE 3A WARNING TYPICAL ORIENTATION FOR D "AS CONSTRUCTED" IF THIS jS HEET NO OF \1 1PIPE BRACKET MOUNTED SIGNALS JULY,2004 THEN SDRAURES HALF SC 8 NOTE: LOCATE CONDUITS NEAR THE CENTER W O OF THE PEDESTAL - NO CLOSER THAN 4" FROM THE FRONT OF THE CABINET C Lo AND NO FARTHER THAN 8" FROM THE IT FRONT OF THE CABINET. _ Lo VC �7zz � k! � NO. 8 CRIMPED HIGH CARBON STEEL C O WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. CONDUITS N V N O C o 00 + + + +TT I It Z_ � FRONT OF-7 CONTROLLER �. CABINET Q F- o C L-- CONDUIT LOCATION DETAIL 0 rn CONCRETE FOR PULL BOXES SHALL BE CLASS "DID" OR EOUAL a m VENT FAN WITH THERMO. SWITCH AT TOP OF CABINET U p j C 3/8" BRASS J BOLT WITH m I" DIAMETER BEND LOCK 2' W2. 2 IN DOOR T o N 4 PAINT CABINET "•M7 ALUMINUM ROBERT R. • /LOCK F - _ v 7 MARVIN 2" / o• �631{97E W- IDW I• OIL 1 HANDLE v _� ��"'••......•':6,=. D I' REINFDRCED CAGE I: � VENTS WITH _2'-4. I' NO. 16 GALVANIZED f I FILTER r 3/4" AESH I' .I CLEARANCE BETWEEN CONDUIT FITTINGS AND CABINET SHALL �•I•F�-.1" CONDUIT BUSHING OF THE PBOTTOM OFOND WITHT HE THE CABLAYOINET. ITYP' ) (SEE DETAIL - THIS SHEET) 3/8" BRASS HOLD DOWN BOLT Il'I'iIu�-U II I i T lI i°r IiIIlIIIIII IIIIIIIiIIl v ° aIauIIInIIIII IIIIIIIIr ftInIuniIIInIII IIIiIIIII InInIiIIIInnI IIIiIIIII IiIIIIIIII IiIIIIIII v 2" BEVEL II1IIIiII iIIII1III°nIiIIII1IiIIiII1II IiIIiIII1IliIIiIIIlIlI ° 2 ) L WITH HEXAGONAL BRASS NUT. (TYP D CLASS "D" Z CONRETE FOUNDATION � Z JU LCON SEALANT (MT. DEPT. OF Qui LWX_LxI �Q TRANS. SPECS.REQUIRED LL JBETWEEN CONCRETE & SCHED. 80 BOTTOM OF CABINET. PVC CONDUIT OLi1 BARE NO.6 AWC ANCHOR BOLT 0" C3NDUIT ITYP. 1 '6A SL�PM LJ_Qu^- ELECTRICAL BOND. NO.6 AWG n n Q I=IIII= = =1 -111=1111 -IIII=IIII IIII=III III=IIII IIII=IIII - = v a;' v III=IIII-IIII=111E=111L=— II=_IIL==IIII �3- COPPER OR EQUAL II IIII 0.6 CONIC. PAD - ° II iiii ° GROUND LINE q• THICK III Q CL BACKFILL TOP 6" WITH PULL BOX CONCRETE WHEN n IIII CONIC. PAD - u.ii r7 N. 0 Z EXCAVATED MATERIAL REOL'IRED ii iiii WHEN REQUIRED I� 11 Q r.7 W FOOD AND TAMP SECURE MINIMUM DIMENSIONS LONOUIT SUE & ° ;; iiii O 0 ~ W N0. AS REO'D. - H II II 'I u NO. 30 FELT PAPER TYPE 1 TYPE 2 TYPE 3 ITYP• ) WJSEPARATION vJL = 19" L = 25" L = 33" - 11 IIIIO o w = 13" IN = 16" W - 20" � ii 1` ii 11 LL. ZCONDUIT IN PLACE D = 12 D = 12 D 17 -- --- ' tl .�_-.____ n W cc O 23" AS REQUIRED I D L = 14" 1 D L = 20" I D L = 28"I D W = 8" 1 D W = 11' I D W = 15" Z0 C L = 15" C L 21" C L = 29" a v °,C w = 9C W = 12 C w = 16 U _ Q,1" CLEAN STONE "' - 4 -4. -" -" 2'-9 -CO DRAINAGE CL. I� GOF� FRONT ELEVATION SIDE ELEVATION Dwg:DURSTON-15-FTDGN TYPICAL CABINET DIMENSIONS ISI 5/8" x 8' COPPERWELD Survey By: R.M.E. GROUND ROD w/ CLAMP Design By: RR M WIDTH = 44" TYPE 1, 2 & 3 CONCRETE PULL BOX DETAIL HEIGHT SEE DETAIL ABOVE Draw„ By: KRH NOT TO SCALE DEPTH 26" "AS CONSTRUCTED" Checked By: RRM JULY,2004 Date: 8/1/03 REVISIONS: AS-BUILT 7/04 TYPE "P" CONTROLLER CABINET & BASE DETAIL WARNING 0 Yz NOT TO SCALE IF 1H15 BAR SHEETLNOF. MEASURES /"THEN DRAWING ISHALF SCALEE $ O W `m "Do I NOTES COVER I"' O THE DEPTH FROM THE EXISTING SURFACE CURB 6 GUUTER C TO THE TOP OF THE LOOP CONDUIT Q p1 z m TO BE MIN.=5" AND MAX.=6". SAWED SLOT PAVEMENT V �\A\ v' d a PLANT MIX$ V PULL BOX a 4" MIN. PATCH EXIS TING .•, G U N z � PAVEMENT I a o v a n z =3. LOOPS TO BE NEVER FAIL OR ti O DETECT CONSTRUCTION TACKcla vi EDGES 3" MIN. /z" -�'�" PVC i SCHEDULE O z LOOP 80 CONDUIT 1 SAND BACKFILL E TEI z PR FOOT CONDUIT y EXISTING ~ BASE COURSE L PREFORMED LOOP INSTALLATION IN TYPICAL LOOP LEAD-IN w/CURB & GUTTER TO PULL BOX DETAIL a �2 DIMENSION AS SHOWN ON PLANS EXISTING PAVEMENT NOT TO SCALE 0 NOT TO SCALE Y C PREFORMED LOOP DETAIL OP LEAD PAVEMENT a, NOT TO SCALE U 0 ti vj „" - COVER 4, � CONCPETE RING n CQ BASE 6':04 /2" -N" PVC SCHEDULE80 CONDUIT PULL BOXTRAFFIC NS TWIST WIRE 2 TURNS 'e: MARVINWG WIRE PER FOOT IN CONDUIT %; J697E '/'',��NAI•E�6 URNS SYSTEM DETECTOR LOOP DETAIL TYPICAL LOOP LEAD-IN WITHOUT CURB & GUTTER TO PULL BOX DETAIL NOT TO SCALE NOT TO SCALE J_ PREFORMED LOOP WIRING DETAIL Q w ~ NOT TO SCALE STEEL STAINLESS Lu STEEL BANDING Z � SIGN PANEL 'n Y." xY4" ALUM. w ~ CHANN41 NOTE: Q w THE DEPTH FROM THE FINISHED SURFACE SIGN PANEL � _ TO THE TOP Of THE LOOP CONDUIT Sf STAINLESS it TO BE MIN.=5" AND MA%.=6'. S1EEL BANGING ii Lo O F•- SIGN ATTACHMENT HOLES tl 6" CTRS. Z 4" MIN. NEW PAVEMENT OVERLAY i O � �� z � o II II HEX HEAD BOLT SHAFT, MAST ARM OR POST o7i J 77EXIST. PAVEMENT i ii -r; �' p z z II II I r1 I SHAFT OR MAST ARM O (D v n LOOP SANG BACKFILL r I' n -74 BAND-IT PRODUCTS OR CC U) (n 4 1, j;(_);It EQUALV FIBER WASHER EXIST. BASE COURSE Ll: u--11 z U NOTE: ;i i; x MINIMUM OF 2- I� II O < PREFORMED LOOP INSTALLATION IN BRACKETS PER SIGN. ;; ;; w EXISTING PAVEMENT w/NEW OVERLAY DETAIL - --" Q �; ? F 0 NOT TO SCALE COMPACED BACKFILL PLACED O p IN 6" MIND T LIFTS - „ ;; Q COMPACTED TO WITH DENSITY - �'4" xj�4" ALUM. „ „ NOTE EXISTING FINISH (LUSH WITH SURROUNDING SURFACES I CHANNEL II II BAND-IT PRODUCTS OR J THE DEPTH FROM THE FINISHED SURFACE GROUND O;; EQUAL , TO THE TOP OF THE LOOP CONDUIT — = I II II O TO BE MIN.=5" AND MAX.=6". _ _ _ __ =III = _ — i "" Co IIII.•:,..IIII BAND-IT PRODUCTS OR NOTES Q Co ♦` _ — EQUAL I. SPACING - PLACE 3" FROM _ I IIII END OF SIGN. MAX. SPACING 4" MIN. NEW PAVEMENT — BETWEEN SUPPORTS=12". IIII•.".•IIII n SIGN PANEL 2. ALL METAL USED IN THE FABRICATION ••IIII MIN. EXCAVATION = 24" OF THIS TYPE OF MOUNTING BRACKET SHALL FSu�ey ON-I5-EB.OGN BACKFILL WITH EXCAVATED —" ' — BE OF STAINLESS STEEL OR CADMIUM PLATED MATERIAL ICOMPACTEDI IIII,•'.•.'IIII - Y4" x3'4" ALUM. HI-CARBON STEEL, OR GALVANIZED STEEL TO R.M.E. CHANNEL PREVENT UNDUE CORROSION AND STREAKING. RR M__ ---- LOOPSIDE VIEW 3' FRONT VIEW KRH SAND BACKFILL O Checked By: RRM CONDUIT NEW BASE COURSE TYPICAL SIGN MOUNTING BRACKET - TYPE "D" Dare: 8/19/03 REVlS/DNS: SECTION VIEW NOT TO SCALE AS-BUILT 7/04 PREFORMED LOOP INSTALLATION IN CONDUIT TRENCH DETAIL NEW PAVEMENT WARNING NOT TO SCALE TYPICAL SIGN MOUNTING BRACKET - TYPE "C" OAR NOT TO SCALE _ "AS CONSTRUCTED" LIF EASU ES%2. �LE-8 O.: OF: NOT TO SCALE JULY,2004 THEN DRAWING IS HALF SCALE B