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HomeMy WebLinkAboutCostco Signal - N 19th Ave & Valley Center Road COSTCO SIGNAL N. > 9TH. AVE & VALLEY CENTER ROAD _ _ PREPARED BY: GASTON ENGINEER & SURVEYINGAND �Y Uh'' �q MONTANA '��'��� MARVIN & ASSOCIATES SHEET N4, DESCRIPTION I OF 3 TITLE PAGE 2 OF 3 CATRON STREET PLAN & PROFILE GRAPHIC.' SCALE; � '�� � � 3 OF 3 VALLEY CENTER DRIVE ���W,e 1 OF 9 SIGNING & STRIPING PLAN � A1I,IeLaDf'yNe'. ( D1 Perr 1 1 i-b 100 tt r 2 OF 9 SIGNING & STRIPING PLAN k �yea 3 OF 9 N. 19th AVE. & VALLEY CENTER RD. \ E / f rt' "i1i 5t • TRAFFIC SIGNAL PLAN PROJECTS 4 OF 9 N. 19th AVE. & VALLEY CENTER RD. 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SECTION A—A SUM N'M r i MO•K•1 W reYx My a.P+o.4f tmneM••rW 4O.i xn IyT WMYiMr/INOleO w i'w !rEe i•�F t5/.R V FUO[Y pert,P r --.--- 0.1y�q�.R 1Q AA.(NTIIeC! -em-w-Yls ra Ynm�wostnxs iz.rt oxu AK W M. TGV ePt G e- W --_ �-0.30'CdP.OL 1W kum r --o.ro'ms a.eq[ax.rTs[.pr e • �o ar r•xi xo.,.r.,N r �/J • •a Nor•M ao� Y � ` snecT eorwo.+(ornM Y.rxs I _ /_Y.�T. L � caxTe•cTort ro wetnuv.TL) 0 x.TK p1•KL 9JlS O .wMMr.1N w M I W'•ST•e.H1N • !Y I eT.e].11x1 _ - _ QO.cw,ffMC-99./eTW..xF➢ -'.DKN CtlIP•O1CD AWfA•O[ • wgarnon TW. O.RKR 41•plfAl 9.nIMN9O1. ( ALL Ip•I.IKT fW IAUL1'cim !WL rnrY rs1 x..m1e 4[•K•x 9TYOl 4 .1K'T.� S ob KAIID PNW To INWO 10 TO 1MTCN ,r Desna euo ae.ea 9 +nano+m i EXISTING PAVEMENT SECTION . ..--_ �T x•.,4J0xw ea.ui - u... Y"" CPSTMG P•KTrNT (To RR umm MR PILVM ONT Wwon io) -- Tfx[a r,rocY� (rOM YYICS) Swa: NTS +.<vpn.xt P Mn�or-ui sU 911Je.M TO su ao611Y-TN'/.LT. SU 1e0.e11.To ST•1-1•T.re•xnrax TO—1 Trnc.L xo. ..�A. u...: SECTION B—B zy�r GASTON ENGINEERING & SURVEYING CONmTm zmGvm p.IAAD suamORB•som T�B17NC 911 RLWIM LINE(P.O.DDZ Eel) Lre SITE PLAN eOzml•1+.ro ff 7715 c PR. 40, 6M-06!!Pu(406)-W-D589 RrAM 1, . loa pNTgxy COSTCO SIGNAL GERALD M`�.• N. 19TH. AVE & VALLEY CENTER ROAD p4' G:"TON 0594E R'NSED:: - 9 W ANr. CID A APR 78, 997 V W ix Y. 3V DRAW/N N A63.lo1 A.OWt; r co s t c o WHOLl6AL!_ 1.y CATRON STREET ROAD PLAN u q�� C �t�B� MM� 1tyypn y�� ';j i,� Y'1f�1''tI00L�1►AID 7NR,e rre'y� ..r Mw �$/;BMA•IA�NEM/N►� I IM W:i'q� n+m MA . A-7 "FA MPVAW -. •r w trra Rer AII fI DMII�ID u rp+ Owl M uLL,�Brrr • wM1Y r am Pa Ywn o4 A r owdu MPa errrRe rTLL B MAJPIiA BtRtre BB w■taaDAMe r1uTe1M1 - t .B 0pAA1�rt B�vtY1 R A rt N.a RMOMa rTAI BW-A I \ �G vCATRON STHZFj__.PlAN r�l ,.DD .Too t Ne! l MMO 100'K I< ♦m3 - _..._ - - .. LOW'ON'N!V r.le_Ae tOY IZ,R" Nklee - kee5 ,A .yN BAV.MINN- k6e0 Q $ AD ` p ryp yD�Ay kN0 MN --- - ------------------------- - -- BIB WDO IMO ],OD S,DO -.---_—_ 4ND -W NDD ).DO NDO NOD ,am IleaD INaO ,J.m '�`k' CATRON STREET PROFILE CONSTRUCTION NOT •D■• y CONSTRUCTION OF CATRON STREET SHALL BE IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATION, i ]3*PIANI rl(SVRPACE(BY OTHERS)r nMT rk wAr^a u.onus) EFOURTH EDITION, JANUARY, 1996, AND CITY OF BOZEMAN nIDAD eAr•'auBm To,susAarc •ROAD BASE' t•CRUSWD MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD ^" " ''_ '""'1C0Y•"C ED TOP SURPACINC TVK•A• SPECIFICATIONS,MAY,1997. 1-1/2 MINUS(COMPACTED) SpMAnON rAtIK COMPACTED SUBBASE,"T RUN OaprH_00 / gOVARIABLE)IN CONT 1T NATIVE GRAVEL SOILSACT Z KI FOOT � - —COMPACTED MANE(XiAVELS GASTON ENGINEERING do SURVEYING ` CONSULTING RIGINEERS, LAND 51!RvrYO99•JIM TtBFMC ("}lC) vM�AHE BAt'x SCOP( 211 RAGGERTY'ANE(P.O. BH%NJ) ASPHALT SECTION ..!n.nn 4.IrA5[/.T mat .n�gpf IpM g OI�Tq/i, _ PH J40(l) YONTANA 5G'l15 .�rr.cn'D Sue rFAM �d7RT01� N''- �•.•� � .9 PB.(106)-7BB-06aB PA%({BB BY-MM "~asp asp - - +` G'ERFI�M `.• a CATRON ROAD rr sue Lanse W(TH SECTION C—C ,.lop 35 PLAN & PROFILE — s< TYPICAL ROAD CROSS SECTION •.......° REWSW - r- - - NT C 3-7B-97 —�--�- — S �rD N nL Cx L' 1: LWAWAIG NO,- 9663L•N2 96 -rcf- yy It ya R ` vF �PJ4' } ISO • \�\�Ax(f� tp�- ; \ 1. -��-� TrJam— . i e a zo J ti d a dle3'�` v iv cs J 'Ito LEGEND �G�• G� O�Q / Z pO� p c. }\��,AiG� �Q �lb� 0 FND. 5/8- REBAR AND ALLII,' CAS' 4��OP �OP��� �vO�P W Quo` �GJi�"•�Q LPG C�JG� ® WATER WELL CASING QQ q m O 0\? 5y' F Q'Q2 }\� j ,.� Q G.V �-' SIGN POST WITH SIGN OD0 ,`Q� a SIGN POST WITH NO SIGN oo y LP c.co OG�V� �y LUTAINARY Ap FOR SIGNAL & STRIPPING PLANS & � G 0 REFLECTOR POST DETAILS SEE SHEETS 1 OF 9 THRU Y SANITARY SEWER MANHO-L SHEETS 9 OF 9. v' ••�o9oW[Rostra au�9uas N6 RR OOINiTM GROUND H L <• 0 TELEPHONE RISER VALLEY CENTER ROAD PLAN ttKc _w -SS SS— SANITARY SEWER LINE NI —G 12" HIGH PRESSURE GAS ti+:.•. 4700 —Tr— TELEPHONE LINE -._ ._ ._ �_ram_ _. _ __.—_--. --i.� --'—T'-T--r-�—� --� a.A I-'o EDGE OF PAVEMEN T. RF1,Si ii OfI TO 'R GA:Nc. s(;RDSS SEOTiON MDOT PLANS PROPERTY LINE OR RIGHT C -0,: 4690 AREA OF ASPHALT PA JFVf'. 4t - 1685 AN GRADE AS?rR MD01--� 46W � AREA OF GRAVE, APPRO"' _i �o 4675 a PROPOSED EDGE JF L°<,Ii 6'-"I 1870 PROPOSED vAVEMEN- Wi_..I,•4665 - ACIUAI GRADE I ` II I i a 4655 1a+00 4850 Rn m a o GASTON ENGINEERING & &sm Tc SURVEYING coNeman+9�.taim tmamrs�99a Traru�c ru m�er"A 7is an e611 4 LL d oil rotrruu tnl9 4 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 1p0+00 101+00 102+00 103+00 A• 4" P� �-�-�0 NTpN9 VALLEY CENTER ROAD VALLEY EY CENTER ROAD PROFILE *..GERALD M. E• PLAN & PROFILE .o Go� RNSED:: 7- 97 3-29-97 .. '•4� A9A C7D A, alfewip Y. By DRAIMNG 10. 1 \ dX NO., RP.SFT � FROM /TA.97450 n U�/M NOTID MM0 IXIMi1H0 i11iI1Wl/1 D//ION 'P' \ - 11 woolp +' WHIN RIUUIMO GUIDE SIGN LEGEND RESIT ,`t TYPMrIATOR / \ NUt ?11 Les1j III, I' MINIMUM IO' /' /' /' >t0' 70' TO /TA.II+40 SCALES le = 3C/ R3-� Y '*?A,9S+N.9,34,a RT. '9 LANE LINT -� � N 19TH AVE 1 oB-1 C 17- r r rd 'r� Vj --' f4r N 4'-W STA IN♦164 *0 C b= STOP MAR CENT/R IN LANE 29M r WH1T1 lz CRO/SWALK ♦ VALLEY CENTER 7DRD-1 o m TRACT cN roar or rrw COS No INS PAVSMBNT - `C`- IA TYPICAL TURN LANE MARKINGS r o•I /o" / / N NOT TO SCALE WHITE Woo" I �/ VALLEY CENTER DR ♦ GS--3 olLrteRAn ITY B IYMI►.) �I.I �� �� r ITA~ � 109 1'-0'X/'-0' EXIST.4'WHIN NEW NO J 'ANY 4'WHITE PAINT _ / 93 NOTE: xQ. NOTES: LETTERS SHALL BE S"AND S'SERIES `B NEW USE AS IS r WHIR j tt�t2.a NEW EXISTING p 1 ALL NEW PAVEMENT MARKINGS SHALL BE INLAID HOT-EXTRUDED DESIGN "A" HYDROCARBON THERMOPLASTIC PLASTIC,UNLESS NOTED OTHERWISE. M1-10 B'WHITE SEE SPECIFICATIONS FOR DETAILS. M6 4 / t2.o' DELINEATOR y M4 6e / / DELINEATOR a Mt-1 �` O // j- 1za NEW 3 2.OBLITERATE EXISTING PAINT PAVEMENT MARKINGS M�1e �j/ / / 0.a� 4'DBLE. NEW AS SHOWN. / YELLOW 4'WHITE PAINT NOTE: 3.ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED '� '� / �� REMOVE 6 RESET EXISTING DELINEATORS,THAT ARE IMPACTED BY BY DELIVERING TO THE MONTANA DEPT.OF TRANSPORTATION ROADWAY WIDENING,AT THE SAME STATION, SHOPS. TRACT D,2 O STA.102.00.2,24.0'RT. I / C.O.S.No.la27 USE AS IS � NEW 4'WHITE Y 4.ALL NEW SIGNS WILL BE HIGH INTENSITY (TYPEIII). w WOOD�" RAC `E USE AS IB- WHITE PLASM WORDS S SYMBOLS mP.I //` EDGE OF NEW EDGE OF EXIST. / /. PAVEMENT a`` C,. N 7 I At,�t PAVEMENT / w ,' `l �// OBLITERATE f: ROBEki R. } EXIST.4'WHITE f Ix REMOVE -1 /,� / PALM M lf(�/�, R7 F �- / STA.101+89.7 2- D3 NEW �/ •9i/ NEW •-�((•.,. ' NEW LU s \ 3�e / 1 TRACT U-1 R GS-3 �!p WNW' c.0.5,N.1827 30"x30' Q / (POST-4'DIA. (MAST ARM W \ (POST=4"DIA. NEW / NEW WOOD) MOUNT) U `\ WOOD) �t� 4-DBLE. / / 2r YELLOW PLASTIC w } h YELLOW 30° AT 26'SPACING NEW NOTE: J ,, \ ��"° �``? NEW /�e.a 12,0' rEow b fB8 SEE SHEET NO. 2 FOR jil �� rWHITE / t2.a T�013a /STA i02+85.7 FP.C..STEW 4'�E966.YM.O'LT , f NEW ADDITIONAL SIGNING & STRIPING �y' / aa/ o RUSE A-3 As Is o�36" oQ DETAILS & SHEET NO. 3 FOR SIGNAL DETAILS. r; sr RESET (MAST ARM 0 AT SAME STA. MOUNT) DC Z USE AS IS F- ACCESS 116E AS IS' - - M3-4 c Q �'-3 RESTRICTED EXIST.4' '4 MI-10 NEW W J . OF TMNSMRTA71oN N?eAlt•AUIM GY WIRE PANT 0 / ��STA.103+68.6 30"x36" Z CL W ------------ -- - \ (MAST ARM N 19 NEW NEW U Q (� USE AS IS - N. 19TH. AVENUE USE AS IS _--_� / y ¢+ ONLY MOUNT) TH AVE GS-1 36'x36" J } z EXISTING WHITE PLASTIC I I/rr SIGN POST WORDS B SYMBOLS M33 _ (MAST ARM Q Z_ a / FLASHER ON NEW Z W �S EDGE IE Exlsr.- EXIST 4'IS- M1-10 • NR3--6L / MOUNT) FLASHER POLE) L7 J O d. PAVEMENT WHIT PAINT USE AS 6- 30x36' 1r x Q ------ --------- 4'DOUBLE (MAST ARM / N > - _- _--'-� YELLOW PLASTIC d MOUNT) J CZ_ - - P.C.C.STA.1G3+75.2,39.2'LT. 0 Ob -- � - -- NEW 4"WHITE PALM FUTURE WIDENING a•t2w+aRNx U ±6.a -- ----_ - to.o' �,. _ = EDGE OF PAVEMENT X 1- W Rw FENLr Q Now � Uj P.C.C.STA' X Q W W 66 - --� - - _�_ 12.0' -- sT 104+90.6 ` d USE AS IS N J A.104+ 3.a LT. \ P.C.STA Q+4B.3,19.0'RT. 0 -- _ STA.19+18.0 fL R�r P� BEGIN NEW 4"WHITE PAINT MF-10 tt.0' OBLITERATE O L J EXIST.PLASTIC Z� /T WORDS A, ~ USE AS IS- ��,���111 USE AS IS Z -_._- te.a -_-- NEW _ SYMBOLS _ EXIST.4' M2-1 EDGE OF EXIST.- USE AS IS- -/ S"WHITE WHTE PAINT EDGE OF EXIST, EXISTING PAVEMENT EXIST.4• �JJ711•�--,,•!!l��� NEW PAVEMENT 0 FRAN.SIGN M1-10 = USE AS IS - �- 7- (TYP.1 OBLITERATE e�T BASES WHITE PALM r WHITE dl Q -- NEW 46'OF EXIST. _ 21"WHITE cc O ® EXISTING PLASTIC a V USE AS IS _ 24'WHITE STRIPING - c_" _ mot. 'YS.a FRAN,SIGN + WHITE PLASTIC -' �� ` ` USE AS IS- Z NEW BASES O WORDS a SYMBOLS .\\ STA.48+60.00-19th = 12.a �� \ r WHITE W3-3 STA 47+50.0 4 _PLASTIC 36"x36" STA.104+46.63 -VALLEY _ ` r wEu u9lnc-\ (MOUNT ON NEW _ - 14,D• _ `d` ~ i® rJ FLASHER POLE) FA Ww AmomLUM - _ - •� Ci CMG CAP 4 ALUI4 / 12.0' ` C +" F\ NEW ±t4.a FIND r I.V 1 / WHITE A•WOOD Poe mP T I / SYMBOLS .l _ _ AND WILE FB1Cl fm , USE A5 IS- USE AS IS I / EXIST.4' PROJECT NO. WHITE PAINT / ' _SIGNING DEFINITIONS MS�,L x EDGE OF EXIST. �a ' PAVEMENT Cp. 'I F 1.NEW -SKINS DESIGNATED 'NEW SHALL BE FURNISHED mi-10 N 3Ab Hl sl _� OKI I }� O Survey By: E RRM NEW AND ERECTED AT THE LOCATIONS SPECIFIED, M6-3 N "'W 2.ARM-SIGNS DESIGNATED'MUSE'SHALL BE REMOVED NOTE: X Design BY: FROM THE EXISTING POST OR POSTS AND REMOUNTED STRIPING FOR VISTORS D NEW USE AS N - ON A NEW POST OR POSTS AT THE LOCATIONS SPECIFED. NEW CENTER -BY OTHERS t`l <� R3-5L A-DOUBLE �� DTown KRH GS-1 AINO r'I !P YELLOW PLASTIC RRM S.REPLACE-SIGNS DEBIGNATED MISPLACE'SHALL BE REMOVED ( /n 30"x36" AND REPLACED WITH TINE I/RZD NEW STANDARD SIGNS, (MAST ARM ` INCLUDING NEW POET OR N�TB.AT THE EXISTING OR SPECIFIED MOUNT) NEW ` II NEW (MAST ARM x Checked By. NEW LOCATIONS. MOUNT) -�` R3-6L 1 m GS-2 rCNN m - Dore; 6/5/97 4,REPLACE SIGN 11MIR����+iSl[GNATED'REPLACE SIGN FACE'' 30"x36" 1 z IMAST ARM Rw FENCE / REVISIONS:7V29 97 91NAI.L 6E REMDVEI!1� 711!wProRTs AND REPLACED WITH NEW MAST ARM --I MOUNT THE SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. LOT OF TRACT 2 R3-5R ( ^) ) t` y a USE AS IS-SIGNS DESIGNATED 'USE AS IS'SHALL BE LEFT IN PLACE. GARNER SIMMEMAL SUBDIVISION 30"x36 MOUNT) x MONTANA DEPARTMENT Z a RESET-SIGNS DESIGNATED 'RESET'SMALL BE REMOVED AND RESET (MAST ARM OF TRANSPORTATION C) CD AT TILE LOCATIONS SPECIFIED USING THE EXISTING SIGN FACE AND MOUNT) 0 C SUPPORT! USE AS IS y ENTRANCE TO GSA 7.REMOVE SI REMOVE*SHALL BE REMOVED,TO INCLUDE �l I T l THE SIGN oR ABN I�Y•SIGN SUPPORTS AND FOUNDATION. VISITORS CENTER x\ COSTCO-=-�' 1 9 STA,5+75 - MATCH LINE w 4'Il" 1 °M q �nEi ^E STREET NAME SIGN LEGEND ' ' VOLLOW vi PAINT NEW - I SCALE; 1" 50' O wIeT PANT I �� ETA 6141.&A.0'P VALLEY CENTER DR DX 1 BtlO1N 4"WHIT/ PRIM ETA.E 30 4,x.r LT. NEW r-a"R V-0" NN/ 4b SNow --TYPE 81 PMNI 4'OEllr.VPIIOW ...-`-� \ , I n"N30, -S (POST-4'DIA. SARRICADES _ CATRON :9TD wOoalD3 2 t m 6+00 I w1Mrfl 0,.10"X e'-0, WHEW ntawgt0 °a PLANT a' E,r rrr MIPIIMUM - 00' rrr 20' 2a y 17�ow STA,4,+01,11 CATRON - .- WOP 4'DK1. NOTV }LANE LINT ..- - _ N CWTCO fABT E YELLOW PAINT NT i •--- -- LITTERS eNAll GE 4"AND 0`SERIFS "B" s Gi s� COSTCO EAST ENTRANCE �IWHITE FAINT I eTA.4+N.4,12.3'RT_ _Iww MR Tsq IN LAN! ~ END r WHITI L' ETA.4.371,10.0'LT. eE4IIN TAPER - NOTES: P.C.ETA.4+4o.6,6.0'RT NEW TYPICAL TURN LANE MARKINGS c ALL NEW PAVEMENT MARKINGS SHALL BE INLAID HOT-EXTRUDED 11-1 ETA.4+37.1,O&LT. ♦ q�� � I � END 4•WHITE PAINT • 'x30` HYDROCARBON THERMOPLASTIC PLASTIC,UNLESS NOTED OTHERWISE. NOT To SCALE 0)STA.12+10.r7 CATRON - ONLY ONLY (POST-4"DIA. SEE SPECIFICATIONS FOR DETAILS. :�? COSTCO WEST ENT. STA.4+47.1,6.0'LT. I WOOD) Q a= NEW END 4•DOLE+YELLOW I NEW 2.OBLITERATE EXISTING PAINT PAVEMENT MARKINGS N Q IMII AS SHOWN. O 36,x36. SYMBOLS S IS y ODD)4"DIA. I 3.ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED / BY DELIVERING TO THE MONTANA DEPT.OF TRANSPORTATION NEW SHOPS. i \� WHfiE PAINT �•8 aad d 12A' / \ WORDS E svMeoLs NEw 4.ALL NEW SIGNS WILL BE HIGH INTENSITY (TYPEIIp. / i - 8'wHRE COSTCO WEST STA 3+24.9 •,,�• ENTRANCE EDGE OF EXIST. '17N BEGIN 8'WHITE PAVEMENT w I 24 WHITE z I NEW NOTE: USE 4"IS p' MF VI NEW R3-$b YELLOW PAINT ��yl e. _ir 50'OF 4•DOLE. 0 30"x30 SEE SHEET NO. 1 FOR _;. LLJ PALM YELLOW PAINT P.T.STA.3+24.9,6.0'LT. ONLY ONLY (POST=4"DIA. STA.94+63.5 CL '- ��.' ;µ�'•.Cj` E- WOOD) ADDITIONAL SIGNING & STRIPING BEGIN NEW 4'DBLE. > NAi I YELLOW -MATCH EXIST. 0 /� P•T.STA3+06.9,6.0'LT.NEW 12A' -166,a NEW DETAILS. cr STA.11+51.0 24"YELLOW PAINT 'mod 24"WHITE PAINT END 4'WHITE PAINT 30. ® 30° Q P.I.STa 2+70.2,5.T LT. EXISTING" /DESIGN F" NEW DELINEATOR J STA.11+51.0 12. P, W3-3 � r END 4'DOLE YELLOW PAINT P.C.STA,2+29.6,4.9'R7 35"x36" R mP-) // EDGE OF EXIST. . 0 P.I,STA.2+b1.5,12.6'Ri. (POST-4"DIA. USE AS IS- / ±&0' PAVEMENT EXIST.4. EXISTING Q P.C.STA.1 a 21.4,18.0'RT. WOOD) ww EDGE OF NEW \ WIf1E PRIM rrr1S9XI �, 12.a / \ DESIGN "A' /x�l tr PAVEMENT \ \ WHO WORDS 6 / DELINEATOR \ SYMBOLS ITYR.) ,/ 12.0' (TYP.) cr Q _ STA.2+10A EDGE E NEW ±&a. Y/ �y1" TE7^Is4^ CL PAVEMENT NEW i t z END r wTrrE Lu RESET NEW / / �,i�NIP PIWEL Box ON NEW TO STA.100+00 24"YELLOW PLASTIC EE , r DUL / tf CaNCR PAo U NEW 30° AT 26'SPACMG /r1 4'DBLE. '1\ 4'DBLE. M2-I YFILOW / / �/ USE AS IS - YELLOW NEW YELLOW \® MI-10 pR/� tt / �P NEW EXIST.4' -I } Q 7 4'WHITE PAINT PAINT ! NEW © ,(/ Y' WHITE PAINT Q W L \ \ P WHITE PAINT d / '/ 4'WHITE PAINT Z 4.0' 12.a 12.a 1.0' 4'WHITF PAINT \ 4. // O BEGIN NEW P WHITE to > c L NEW O �%` / STa 94+63.2,12.0'LT. Q Co \ 12.a / EDGE OF NEW - PAIR r EDGE OF NEW EDGE OF NEW q P.T.STA.1+24.7.18.0'RT. PAVEMENT `` 0 0b z U) PAVEMEM PAVEMENT 1'�" y 8EWHITE 4p•�' / Z4 ei��` I- W Q 12a P.C.C.STA,97+E6.9 P.0 STA,f7+43.1,12.a RT. •fit 4 QT` N 0 �( STa 4+97.0,12.a RT. NEW b 37.7'RT. BEGIN NEW P WHITE �• GA W W Ta 4+97.0,12.a lT R3-S \ �' PAINT // '�4 O LU N END TAPER 4.0' END TAPER STA.4+97.0.E R3-1 NEW �: �/ �" �`' �B-1 > o _ I POST=4"DIA. END TAR JPOST PE 4'WHITE PAINT \ \ / G C.O.S.No.W7 Q m 0 .e.,_ � �(.`( STA.5+75 - MATCH LINE WOOD) Z/ / �P�,L r / ' / wy TRACT C-IA 12.0 z/^ NEW �OyS C.O.S.No.K7e \ J \ \ �/ ¢ 12.0' / V /* "0°°W R1-1 `A P.C.STA.0+69.9,18.0'LT. c /P 12.01 / Cr 3•x36• V STA,0+60.8 11 ±8.0j 0 2-D34 •CP OBLITERATE EXIST. / (POST4"DIA. C9� y0� 1 4'WHITE PAINT /F.C.C.STA.97+16.7 WOOD) NEW \ rc j -t2.0'LT. 9- , l ti (SEE SHT.NO.B y �` 24•WHITE •'1�'' V ~ ' sf STA.98+25.55 -VALLEY - R.=10.a �•','' �-�- NOTE: O N FOR MOUNTING REMOVE & RESET EXISTING DELINEATORS,THAT ARE IMPACTED BY •� O O Q, STA.0+p0,Op-CATRON O +�„ ,C a�0" DETAIL) �� .C.C.STA.97+86.4 ROADWAY WIDENING,AT THE SAME STATION. P.C.C.STA.96+74.0 / 3.IF LT. 28.Y RT, NEw ,�, p/ WHITE O.O.C.STSTA.90+61.6,P ZIY LT. BEGIN 'BEGIN NEW r WHITE _ SIGNING DEFINITIONS RESET 'PT.STA.99+44.6, PROJECT NO. 18.1'RT. ,' TRACT C-2 t NEW 1 I6 OESIe1NTED'NEW'EIIALL N)MASHED ----- FROM STA.100+24 \. BEGIN TAPER 1F' /� C.O.S.N.1827 NEW A16D ET4ECIE0 AT T11E LOCATIONS SPECIPIID. R3-8a / / 2.REUSE-9 0 QEMONATED"REINP SHALL EE NNOVE0 SUNY�• Eno. G FROM ; I MTPN POST OR POSTE AND MAOINITED ls�,\ ,_b �/• ___ r awN�rrtc ON A FEW.PORT OR►OBIS AT 7W LOCATONS SPWPIED. •9 E` ,'+•tl' d `\ RW FENCE Des/pn By: RRM 9.REPLACE-fIMM 'IM1'LNfY'r1AlL BE RIMOVED fir' . Drawn FIRM AND REPLACED WINE 11M BPECJID I�EYJ eTANDARO 1RGNS, x BY: IICUIOMO 11��VV KRH POST OR POSTE,AT THE EXISTING OR SPECIFIED �1y2 'l YELLOW NEW LOCAOEB& 12.0' Checked By: 4.REPLACE 01101 PACE-SIGNS DESIGNATED'REPLACE SIGN FACE' / Date: 6/5/97 TIME SP O R�IMAI�O son us""a WITH 12.0'12.0' / NEW r WHITE REVISIONS: &USE AS A-SIGNS OWit4ATW"LIFE AN M"EMAIL 9E LEFT IN PLACE. . 7/30/97 &I1E8ET-BIGNS DESIGNATED•RESBT'OWL EE)SHOVED AIR/RESET ��• AT�THE TS IE ND OCATIONS SPECIFIED USING T EXISTING SIGN PACE A Dy 7.REMOVE-SIGNS DESIGNATED'REMOVE'SHALL BE REMOVED,TO INCLUDE `/` RESET THE SIGN OR SIGN ASSEMBLY,SIGN SUPPORTS AND FOUNDATION. R2-tb(55) R2-2A 2 9 EMMEN 1NNN LfM{��_11��EiElN I Ee.a1N4I/ 11rF,I r CONDYR REVEL DEHONAHON/ NAI.IBit IM GIN IEEC 1 IE" TTM01 wrNNN wrrr r rx ♦ ., uN n e uNn M..DR trYN O t8. VINIEIT wow EtEIIEM0 IE• q it, q , FA 04 SCAL EI 1" a 20' Cull. , e„ I ��A' NIW EIrU/weal-v ::. , , 04 1I ~r 71' lNow LVWO E ON go"Ero. Y Y Y �. ,) ar Ore ;' 0 N' Q ,' G 04 O Q Ciifl LIB vlree ` =gag r nN y 1 L • ../M 2� VIHIW to"wow=ND 4 r ofttl l� ,C,I C ..t2U Pkn1ETom fND,MIIMENw N8 U" IE' 016 N _+,k., j O L -T-", i ,N to -_ Z 2 C Cl� + ---- -rww Comm n wEIE �� NOTE: Midi CLW LiEiil: C $ w �., {-- i t. IML%MMV FMMP"ancroB Ut o�, O N a/0 ' 0 a oLll, ww SEE SHEET NO.1 R 2 FOR SIGNING R MAJ L---�� � a PEDESTRIAN STRIPING DETAILS. / e^ K?.%l f P Z siGNkl INIUCAlIQNS Y INDICATIONS SIGNAL i PEDESTRIAN INDICATIONS LAG - O � iDlb L 8 � I /� �j• t V ------T------------- [ e/ LOOP DIT/CTOR WIRINO ICHILNATIC •�'0 elwn =------= ---- --' k/ CONDUIT SCHEDULE Nww er AM comwon • "Mci � Q L.3Y-J /I.�v "/ / / / - N., "I ewe ,4r. iI11" cnrq Gr,Mr eM IIrN.Y y,�w q IN )"PN •Ie ,"�„ i PM i N --♦► -- � UTILITY NOTE: i / A r r %w TLrN , , , 1 1 , n 41WLoop C*PW*d In Lew ITY11 I THE CONTRACTOR IS RESPONSIBLE FOR , r III PI , t , 1 , Nnlw HANG Oth"") i LOCATING ALL UTILITIES PRIOR TO EXCAVATION. s r NIIw ' k I 1 1 1 / I O CONTACT THE UTILITY LOCATION SERVICE AT / ° PI I Q p t0 130 1-800424-5555 TO LOCATE UNDERGROUND UTILITIES. E + r Nrc rwrr I TYPICAL LOOP LOCATIONS 1 . .- PEAK PM HOUR 10 YEAR DESIGN VOLUMES F 1 r N,w Tre1a, I I I , w e 1 r Irw T-h 1 1 2 , / H I r ftw hieh 1 1 , I t I yr PVC T-wh 1 2 EXISTING 2"RIGID CONDUIT / r ftld T-A z 1 I 1 4 I v✓2 - N0.10 CONDUCTORS NEW / i R ° r I iffmod T-I I + ' • 1 SLOPE FLATTENING TYPE II / / / L I I yr PVC T-.h P� BOX/ t Irr PVC T-1h 1 1 t r / w 1 z ---�_ FOR POLE INSTALLATION (TYP.1 I / t 1 -�- SEE SHT.NO.B FOR DETAILS IN + W PvC Tr.r1 h�q�/� / P t IW PVC T-.h ' I t t 1+ ; ,:,•er•pN•�'A/y;.••:. EXISTING 2-NO.10 DIRECT N. 19TFi. AVENUE BURv CONDUCTORS NEW 3 / O r III T edh 2 R t ,11' ►VC Tr�eh 1 7 NEW 8'x8'ADVANCE LOOP O / A n s I yr Pvc Twmn 5s t (t:J , r DETECTORS -CENTERED EXISTING PULL TYPE III �'Yji r t r aye n.1a, I IN LANE (TYP.) BOX `I "%.,TONAL E�,o PULL BOX (SEE DETAIL SHT.) NOTE: ---- - - -__----- 9 ! �r�2'/ TYPE INSIDE POLES FOR -� ------ -� --- uc - �• PULLUGI4TFPOWER, R,yp -- 0 1.USE N70 AWG -- I BOX -- __ _ _ �__ EXISTING 2 NO.10 ' -- -"'--- �0 '--- d�` "' ' DIRECT BURY CONDUCTORS 2.USE USED CONNECTORS THAT ARE J( z+•cx1P - + - MIDGET FERRULE TYPE RATED AT 6 AMPS _ FOR 200 WATT LUMINAIRES. EXI6TMq 2'RK31D CONDUR , ----- -� 12 • �-- `- CC STA,62+46 W2-N0.10 CONDUCTORS 24 �� ••• cc N T NI NEW \,•, TYPE II FUTURE WIDENING AVENUE a cc PULL BOX EDGE OF PAVEMENT c WT44L' CC-�i , �-++ r O bk � _ STA.44+36 W li�--- -.-- EXISTING I l i -+ 1-- , r STA.eR.50.00- tBth - 11 NEW TYPE I W F- Z _II ' , 7 kYIIµ� �BURVI CONDUCTORS DIRECT LUMINAIRE =I ! d -sTA.ta,4663-vnuEv ar, NB-TIE, I L__i +� 26 PULL BOX Z --� ---_ ---- ------ _--- i _1--- ' __ _ w --. ___ _ NEW 8'xB'LOOP i ��r ;�TNzINe-TM i __ 1 1 �j I- -__ � � _� _ STA.45+70 C) Q w ' DETECTORS (T1 P.1 L-- } _�_ PULL BOX 11 I I'I i .__._....... _ __ _ I_ _ VEHICLET� !� L ' ♦_ - - (SEE DETAIL SHT.) ,ii IIf vi , 11 g0.11p L__ i _ 'k`-:� __ O -._ .. = - - ''-::`NEW_TVPE I Z } Z 5 STA.51+20 iq/N INDICATION _ e Z w a �. STA. NEW TYPE I p to r NUMBER _ O J Z LLJQ NEW TYPE I 8 �y i (TYP.) 1 se Li L �---• �• tq RI„a j 0 J Z PULL BOX PULL BOX + y r O e8 L- O VEHICLE SIGNAL SI ~�.E--� U'f r INDICATION �j�'� 0 c Z Q (n 0 NEW `•• �, TYP.) 21 _ LUMEN RE EXISTING ``f�` _ , Uj �� 1 .• 16 ; O O NEW 200W HPS NEW xx PULL BOX r $$ S TYPE III,MID. TYPE II 11� O w N W LL (SEE DETAIL �.N 4 SEMI--Cl1TOFF O 4 0 SHT.)(TYP.) PULL BOX ( / 22 - - > Q / Z 44 - _ ; / , �` NEW 6'x8'ADVANCE LOOP � � NEW 1 1 DETECTORS -CENTERED tr � v / / ~ PULL BOX ITYPE Ill `- 11 / STA.47+89.2,55.3'LT. IN LANE (TYP.) - -_ 0 11� 6 1 / SEE DETAIL SHT.) Z -_-`- / 7 I "--/ ( / TYPE It NEW SIGNAL CONTROLLER TYPE "P"CABINET b z -�-�G / i_ I��7y',i i PULL BOX 1 CONCRETE PEDESTAL (SEE DETAIL SHT.) FUTURE 6'x8'LOOP L11I I /I (SEE DETAIL U_PNq �"((' / SHT.1(TYP.) ' NEW UNDERGROUND POWER DETECTORS (TVP.) �III SERVICE BY M.P.C. '� PI1'11 - -acws== _ � � '�X�"---.J-1 � ,•�.. .0 GI ENTRANCE TO _ G ISITORCoNs ER OAE (ROADWAY BE CONSTRUCTED SERVICE (SEE DETAIL _ - B I BY OTHERS) / PROJECT NO. 8 _ Not" MOVEMENT IDENTIFICATION / *TRAFFIC SIGNAL 8, LUMINAIRE POLE SCHEDULE I� Ieiwtrel�i�- u,y PIIe Pole Lumin Top of Pole Foundation L J Stall- Signet g- me Ergency Lum n Pd. G t on Offset Meet Distance From Preempt Mest Push Mount Notes s on 01 02 03 04 �' N.If.Ave. "P' Lan Pole on MW ect Le Buttons ��Elev Di. Depth M Survey Eno. 47+78.3 49.8'LT. 3A 45' 44.5'-32.5' 15' 2 By Engineer 3'0" 910" 0' Design By.. RRM FUTURE FUTURE 2 49+06.7 63.6'LT. 2A 40' 39.5'-27.5' 1 By Engineer TO" 9.0"O � "' "' Drawn By: KRH ...-.••.•., O 48+76.3 64.6'RT. 3A 50' 49.5'-37.5'-••25.5' - 16' - By Engineer 3'0" 12'0" 40' Checked By: RRM 47+80.6 88.4'RT. 2A 40' 39.5'-27.5' - ^• - By Engineer 3'0" g0" � Date: SIGNAL b i I 05 Os .................{::. 0� 08 :,`. O 53+15.0 39.1'LT. BEACON - By Engineer 2'0" 4'0' ^• WARNING BEACON 7/3ADVANCED SIGNAL S0/97 II FUTURE © 43+90.0 43.1'RT. BEIACON N N - - - By Engineer 2NAL '0" 4.0" ry ADVANCED SIGNAL WARNING BEACON n 1 O 48+85.8 40.6'RT. 1-100 1 By Engineer 2'0" 3'0" • B 47+58.4 34.7'RT. 1-120 - - - 2 By Engineer 2'0" 3'0" beett pf Total STREET & UTILITY LOCATIONS PHASING DIAGRAM -8 PHASE NEMA CONTROLLERL77-1 3 9 *-SEE DETAIL SHEETS wr-TENON FOR FUTURE SIGNAL INDICATION cos*co-..ors. Y TUMM-- �•'M•i4• O C(NCIIETE eFAA W V It Trre eR NeMA GANNET � m 4 TOP VIEW Z � � TYPES I,6, 11 \ 16 TYPES 2,7, 12 & 17 > v q) ti y NON-FUSED BREAKAWAY FUSED BREAKAWAY Q DESCRIPTIVE .-METER BASE CO � IDENTITY e•Met SYWSOL & �_L— _ Q NO, WIRE SIZES NEMA TYPE 3R CABINET e WEATHER PROOF H 1 W'R 1 I II LOCK HINGED LOCKABLE DOOR ALUMINUM OR CODE GRADE STEEL j i jl 2 v'— PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- 1' O 3 OFF N0.6 AWG AWG I I I II Y Sa TELSPAR POSTS B RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL =NTROLLER POWERI - -- o EJLTENDM FROM 24' _-E_ [_1_/Y(?-,"��- 1 OF NO.B AYJG 6 0 0 IN THE GROUND OR INSTALLATION IN SUNLIGHT, o o BELOW SURFACE TO 3 OF NO BARF NO 10 GROUND EACH HOUSING SHALL PROVIDE A SECTION TO FORM ILUMINAIRF POWER) ° TOP OF METER BABE A WATERTIGHT SEAL AROUND THE CABLE AND A t0•MA $ °o q SECTION TO PROVIDE A WATER-SEAL BETWEEN THE 34•SCH.80 PVC CONDUIT MAX. o 0 FOR TYPES 3,B, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. OF BARE NO.B)GROUND WIRER oo I o UNDERGRO2'RIGIDOUNDUIT SERVICE EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT o `OpN TA 5 SILICONE COMPOUND TO LUBRICATE METAL PARTS ° All ';``F /�4 AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 6 0 WHERE INDICATED A COPPER PIN AND A COPPER 0 °RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITYw MIN. ° ° CONCRETE SLAB 7 -4•-Q/ Q- FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE °o SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 0 ° '`'•,.,Or.nt e••',' 0 0 0 0 THROUGH THE USE OF A COPPER BERYLLIUM SPRING o 0 0 0 9 AND SHALL BE EOUIPPED WITH A DISPOSABLE °° �_12D4+o VOLT UNDERGROUND MOUNTING PIN. THE PIN SHALL BE OF AT LEAST TO CONTROLLER $ $ SERVICE BY POWER CO. HALF-HARD MATERIAL AND THE CRIMPING PORTION 9 SHALL BE FULLY ANNEALED WHILE THE REST OF e' THE PIN IS MAINTAINED IN ITS ORIGINALSTATE OF 5111NO'COPPERWELD GROUND ROD 58•a8'COPPERWFLD GROUND ROD HARDNESS. THE RECEPTACLE 10 ANNEALED. THE PIN AND RECEPTACLE SMALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED 1 I TYPES 4,9, 14 & 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION Q IS APPLIED TO THE ATTACHED CABLES. ELEVATION VIEW 0 J 12 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 90Z CONDUCTIVITY CONTACTS FOR W Q 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. I" 13 /b"L� 0 THE CONTACTS SHALL BE FULLY ANNEALED AND _SJ - ADAPTED TO BE CRIMPED TO THE CABLE. TYPE rrBrr ELECTRICAL SERVICE DETAIL UU —' L NON-FUSED BREAKAWAY iq 1 Q N07 TO SCALE JQ Lu Q w IS Nip cr -lc— ID Od! Z w 16 l_ Q UJI 17 -U-Q� 0 w N Q -� TYPES 5, 10, I S & 20 �p /�''- PHOTO-ELECTRIC CONTROL - � V_ 1B J - SE MOUNT SIGNAL EMOUNT NGDETAILE NO. HISISHEET a 0 t 19 - m -� U 0 w 120/240 VOLT = J SERVICE w 20 NON-FUSED NON-BREAKAWAY 7w15TLOCK TYPE PHOTO-ELECTRIC _ AWG NO.6 z Z CONTROL o METER BASE AWG NO. 14 CONDUIT OUTLET jx -- -- .,, F CIRCUIT BREAKER CONY LIGHTNING ARRESTER 30 AMP,2 POLE, y SINGLE THROW p =J�u FIELD DRILLWATERTIGHT CONNECTORS TAP HOLE IN POLE CIRCUIT BREAKER - CL PIPE I/2" SINGLE MAP•I POLE, I I AUTO SWITCHANUAL FOR S RCN O, POLE SINGLE THROW NOT TO SCALE 30 AMP RELAY N.E.M.A. TYPE 3R- j 2 POLE,SINGLE THROW PROJECT NO. CABINET -� AWG NO. BARE AWG N0.6 ---- Gaston Survey By: Ena. GROUND ROD TO LUMINAIRES Design BY. RRM INSTALLATION DETAIL FOR AWG NO.6 TO SIGNAL �NO.10 GROUND Drawn By: KRH CONTROLLER Checked By: FIRM PHOTO—ELECTRIC CONTROL Dare. 6/5/97 NOT TO SCALE TYPE "B" SERVICE WIRING DIAGRAM REVISIONS:7/29/97 NOT TO SCALE heot# of Total c co —') 4 9 TA,4LE ' POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS Q A O C D ANCHOR BOLTS © � O O O O O 0 0 0 o 0 4�(; m O V TTP{ 111 409lR SMAF1 I{'(RO',!�'B 30' I{"fQ IT%W" lyl" I>Yj"w 70'w{'IOKRALL•T{"1 IT'S0. If' I'- { NC - 5' A325 'Vt. 1%t" 1 7'-0` 6'-T 2'-6' 71 I4 1]I�f Cj1rJI Z I" Itl LOW SHAFT 3S',40'{ 41' I9"50. IY lyl" 1%"w 1{'w {")OVERALL-81"1 19'SO. 20` III/4"- 7 NC - 6' A32S IlY," 1%* 6 9'-0" 1'-7" 3'-0' �� � CA TY►R If) LOUR SHAFT {0' It'f0. 19' II/2" 1?Y4"w 75'w {'IOKRALL-{I"1 19"S0. 20" 1y4"- 1 NC - 6' A725 ly4" li'�" II 9'-0" U'-7' 3'-0' nipNOTE-►IPE BRACKET$ SHALL BE O C USED FOR 11DUNi Nf, TRAfFK � AND PE OESTRIAN SIGNALS TO THE POLE SHAFT UNLESS O m MOUNTING POINTSSIGNAL \/I OTHERWISE SHOWN ON THE t o 0 4� O o I o D A� S ONAL FACE- PL MIS. C O ST ANOARO TABLE Z W 1 2 W 3 •4 •S W 6 •T W 6 W 9 WIO MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUIBIZER CLAMSMELL POLE MOUNTING 'm N EMERG.VEHICLE MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING PEDESTRIAN SIGNALS ONLY Sol DETECTOR SIGN PANEL SIGNAL SIGNAL SIGN PANEL LUMNAWIE SIGNALS PED.SICNAI CONTROLLER LAB. ��yy Ci DESIGN AREA 12.0 SO.FT• NIL 6,0 SO.FT. 9.0 SO.FT. 9.0 SO.FT.B.0 SO.FT.3.3 SO.FT. 9.0 SO.FT. 3.0 SO.FT. 4.72 SO.FT. 9�M '` C) t0 J DESIGN WEIGHT 135 LB. NK. 100 LB. 105 l8. IDS LB. 100 LB. 75 LB. 210 I.S. BO LB. 200 L8. NOTES , DRAG COEF.Ica) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 O Ilk $HALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS A FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY TABLE 3 AMENDMENTS THERETO). O 5' 20 6 25' 30',35',40'6 45' S0' DESIGN WIND VELOCITY SHALL BE 90 MA P.H. - g DESIGN AREA : AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). MTG.PTS. WI.W2 03 W1,'r2.W3 6*4 1 K'I,02,W3,W4 6 W5 01,02.W4,s5 606 DESIGN WEIGHT = DEAD LOAD. Q ALL TYPE (1) LOWER SHAFTS SHALL BE DESIGNED FOR 30' AND A MOUNTING HEIGHT OF 45'. ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A = 50' AND A MOUNTING HEIGHT OF 45'. A 10 INC - 3" A325 ITYP.I ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN.I. II NO - 21/2" A325 (TYP, ) W'ELDNG PROCEDURES, SYMBOLS. BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. 10"*'I. ,, POLE SHAFTS, ARMS• AND ACCESSORIES SHALL BE GALVANIZED REMOVABLE PER AST M DESIGNATION A123. CAP 45°fTYP.)14'/22 -2- SCHEDULE 40 A53 PPE (BREAK SHARP EDGES FOR - +' !7 L_ i5 PEDESTRIAN WIRE PROTECTION) f PUSH BUTTON p WHEN SPECIFIED •••„ 7" o e I Y'4" THREADED SCHEDULE 40 ONTA a -� ILAOG ITYP 1 2" SCHEDULE 40 A53 PIPE A53 PIPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PPE er.�� 7 yI/=«A- 7. 1 (BREAK SHARP EDGES FOR FOR MIRE PROTECTION) (BREAK SHARP EDGES FOR EXTEND CONDUIT 5" "rf ///:I WELD HOOK TO POLE WIRE PROTECTION) ABOVE BASE OF SHAFT WIRE PROTECTION) v• A N ' o a SHAFT FOR SUPPORT ■2 3'-4" .bye( I OF WIRE CLAMP F- I" 2'- 0" NW. SIGNAL NAST ARM y FILLER- LUMIMAST HIRE 1" GROUT - 1'/�" � -L MATERIAL NAST ARM , '/I" PLATE TOP, I I UPPER •3- 4h, 4, 5 6 6 LUMINAIRE ARM 2' BEVEL ANCHOR BOLT PLATE BOTTOM AND SIDES 1 I SHAFT �- * * « MIN.I I GAUGE 1�PROTRUSION _1. 1' PLATE (BREAKC SHARP EDGES FOR + ♦7 _new FACE OF CURB 5' TO 7/r I WIRE PROTECTION) 2" G.A. 61/2,. 2'/:, UPPER SHAFT LUMINAIRE ARM CONNECTION ° @ I MIN.II GAUGE 2'- 0' I 14" z I LOWER SHAFT FOR *1,*2.*3.*4,*`5 &*6 FOR�7 NOTE REMOVABLE CAPS SMALL IBE COUPLING DETAIL I I BOTTOM PLATE TOP, SIDES EXCEPT FOR*8. *9 6O*PLING 10. (NOT APPLICABLE TO 8, 9 6 101 COPPER GROUNDING _ i • 4G • W NOTE-LUMINA NE ARM AND SIGNAL O 0 II I EEN ARM ARE IN THE SAME ANCHORSTRAP BSOILTT. I I CCLASS ONCRETE � Q VERTICAL PLANE. ON THE CONDUIT AND BARE SAME SIDE OF THE POLE. I FOUNDATION AWG N0.6 GROUND O I ( I -____ WIRE 4-ANCHOR BOLTS A36 PLATE O I 12.5, --�� O 1 I SIZE AS REO'D. J WI 2.1- 12, 8 N0.6 BARS J W Q JO 'K2 EQUALLY SPACED �. REMOVABLE CAP LANE USE CONTROL 12, SIGN - MOUNT LEVEL 35',40'I 45' S" Z LU 5' STREET NAME SIGN - MUHEEIIGHTG 3• U Q Uj 0•D' I 3' MOUNT LEVEL SIGNAL ARM CONNECTION 3 +I . Q w Q TYPE „C. W 4 2.5'!I.5' -yi J z MOUNTING BRACKETS - O Z J Z LD SEE DETAIL SHEET WS TYPE "D" 6E Q O MOUNTING BRACKETS - V) > Q SIGNAL ARM SEE DETAIL SHEET Q MIN. 7 GAUGE TYPE (1) OR (2) 0 0 Z Z LOWER SHAFT LAP U ARROW TO BE LEFT OR RIGHT, MIN. GAUGE A F"- Lila Q UPPER SHAFT 1 I I OR BOTH AS REOUIRED. V) U 2 i✓M" PLATE PUSH PORCELAIN ENAMELLED SIGN, p_U$ 'W8 IS ELEVATION AT BOTTOM OF TRAF. OK OF W 4 HOOPS O Z W SIGNAL HEADS (FIELD MOUNTED) U U, IVO (n BUTTON 5' x 7)4", BLACK LETTERS BUTTON SPACED EQUALLY WAIT FO ON WHITE BACKGROUND. WAIT FO AT ABOUT 1'- 0" A36 PLATE GREEN BACK OF CASTING SHAPED TO WALK W9 IS ELEVATION AT BOTTOM OF PED. .6 BAR (TYP.) CENTERS a m -J ,SIGNAL FIT CURVATURE OF POLE. .SIGNAL, SIGNAL HEADS (FIELD MOUNTED) 19, O LONG L Q O O MN. - 2'/:' CLEARANCE Z •10 IS ELEVATION A7 BOTTOM OF USE GRADE 60 REINFORCING STEEL _ t3"50• CONTROLLER CABINET (BAND MOUNTED) _ FOR COLOR FOR "DON' T WALK-WALK" TYPICAL FOUNDATION V) ° SIGNAL SIGNAL 3" THREADED SCHEDULE 40 A57 PPE, O LOWER SHAFT PROJECTING FROM SHAFT 2". WITH I 10 Z IS' HANDHOIE REMOVABLE CAP. BREAK SHARP EDGES I AND COVER FOR WIRE PROTECTION. 7 45°(TYP.) %2" NUTHOLDER _ PEDESTRIAN PUSH BUTTON SIGN 4' w FOR GROUNDING I I 2A & 3A STANDARDS 2.0 It,NOTE-A HANDHOLE DETAIL I O 0) ` W. • A36 PLATE AND A NUT MOLDER I DETAIL SHALL BE 1 IB" ~ ~ REMOVABLE COVER PLATE REQUIRED. SHALL BE PROVIDED WITH EACH POLE SHAFT yi" PLATE TERMINAL A5 CURB PROJECT NO. 1 � I Op NOTE-COVER PLATE DETAE SMALL BE REWIRED. I I I LOWER SHAFT COMPARTMENT I�---7I 45°ITYP,1 Q O POLE Survey By: Eng. I , O SIGNAL SHAFT Design By.' RRM SHAFT TO SHAFT SLOT . ANCHOR BOLT ♦ '/"" ITYP.I J/ Drswn &y: KRH MOUNTING PLATES DETAIL i0 TYPE 2A TYPE 3A CneckodBy. R R M AJ6 PLATE Data, 6/5/97 BASE DETAIL TYPICAL ORIENTATION FOR RewS/ON5:7/29/97 PIPE BRACKET MOUNTED SIGNALS Shmt# of Total g.� a� 5 9 gW � 0 w TERMINAL COMPARTMENI 'J C - z FIN,. N 4-1/2* Sl IPf ITT[R � � -- T MINAL 'i C ARTM[NT i TERMINAL COMPARTMENT — 4-1/2" SLIPFITTER V 4 1/2" SLIPFITTER J COMPARTMENT —TERMINAL 1 I/2" SLIPFITTER CAP ~ C ---PEDESTRIAN PEDESTRIAN — PEp gIAN lz PUSH BUTTON PUSH BUTTON PUS BUTTON o Q i- f\ w ' 4-1/2" O.D. 4-1/2" O.D. � _ 4-1/2" 0.0. STANDARD STANDARD STANDARD STEEL PIPE STEEL PIPE STEEL PIPE M 0 4-112" O.D. 4-112" O.D. - ---STANDARD STANDARD STANDARD ° •' o STEEL PIPE STEEL PIPE TYPE 1-100 TYPE 1-120 YPE I-80 I it I 0 Q _J I Q USE GRADE 60 REINFORCING STEEL Cr W TYPE 1-140 TYPE 1-160 p LAP LAP ARROW TO BE LEFT OR RIGHT, Z A #6 BARS (3' 7" LONG) A #6 BARS (2'-T" LONG) ° e OR BOTH AS REQUIRED. fdLU " (8 TYPICAL) IS TYPICAL) #4 HOOP AT --�♦ #4 HOOPS AT PUSH PORCELAIN ENAMELLED SIGN USH Q W Q f . ?l / ,\\ BUTTON B TTO Q '/ ♦ I'-0" C TERS / 1'-0" CENTERS ./ 5"x 7-3/4". BLACK LETTERS Z J Z Q 1 1 1 I j. c 1 WAIT FOR ON WHITE BACKGROUND. WAI F R L7 Q 0 ANCHOR BOLT ANCHOR BOLT ♦ fit ANCHOR BOLT X WALK GR N > 2 Z L4 TYPICAL I ANC BOLT (4 TYPICAL) ANCHOR BOLT (4 TYPICAL) ANCHOR BOLT o SIGNAL a BACK OF CASTING SHAPED TO s SI Z CIRC E CIRCLE CIRCLE FIT CURVATURE OF POST. FOR OU ° ° MOUNTING ON PEDESTRIAN PUSH F' Lu 2-112" CLEARA E 2-112" CLEARANCE Z W BUTTON POST, CASTING SHALL BE FORMED TO TOP OF POST. U W N Z CAST BASE SECT N A-A SECTION B-B SECT10 C-C 'Q m Q NO.6 AWG BARE GROUND WIRE FOR 'DON'T WALK-WALK' F R COLOR SIGNA � I— HANDHOLE OR PIGTAIL EXTENSION SECURED CONDUIT SHALL PROTRUDE FROM- — --- SIGNAL & COVER i' UNDER ANCHOR BOLT NUT. FOUNDATION AT LEAST 3" _ UJI 2" 6" 2"- \ 6" 2" PEDESTRIAN PUSH BUTTON o Lu ° II II 1 II II Z C .� au•_}aye COPPER GROUNDING STRAP BETWEENII'll'' n' u'll' Y. ANCHOR BOLT, CONDUIT & NO. 6 AWG " ( u " (mn n nu ° BARE GROUND WIRE OR PIGTAIL II A n 4 C ♦ n 6PDT C` ♦ n u n n n I I n n n u, n n EXTENSION. "- 11 .11 II -11-AIII�- ':�''; _ II 11•''�.: A .? i' ii ii A 2'_°�� a g ` ° `. g 2'-°I n°. ii'ii ,-°• .� \ Q) O f N - II II II - _ ♦ - II #II II 1 -i .� I II II H N II 11 'II `. '\\ t to —2'-o"--�I v # ° PROJECT NO. ` �2'-0"--.►t3„ TYPE I-80 -� F�on ♦- Survey By: Ena. 1- 2 °. � TYPE 1-12 0 & 1-10 0 Design By.• RRM 3" Drawn By KRH Chocked By: R R M TYPE I-160 & 1-140 Date.' 7/31/97 REVISIONS. TYPICAL OF FOUNDATIONS f TI / \` cozrro n_ 9 ..� — � s t It ! O c o, c F a" MIN, ,4 MAX, (1 Icn NO, I CRII10 NIGH CARTON ST19L WILE !PACED A• !HORN. / ONE WAY,- THE OTHER WAY. y FNONt OF .� C C INOI tE 0 N = N ' CAB AB INET CONDUIT LOCATION DETAIL + +++ + �+ + C W > TIA& SWITF AN WITH CH b AT TOP OF CABINT C L----- Q t\ N FCONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL �rLOCK INSET DOOR _ __ PAINT CABINET - 4 -0' ALUMINUM LOCK - 3/8" BRASS J BOLT WITH •'�N7"q"' I" DIAMETER BEND HANDLE W S.�f 2" 2" 2'- VENTS WITH FILTER _._2,-4,._ I 2 I 2' 2" •j CLEARANCE BETWEEN CONDUIT - 1, " - FITTINGS AND CABINET SHALL 3 1/2" I •1 2' -� `k, CORRESPOND WITH THE LAYOUT CONDUIT BUSHING OF THE BOTTOM OF THE CABINET. IDW I� IDL � IT R fTYP. ) (SEE DETAIL - THIS SHEET) D •I REINFORCED CAGE I• '� II II I 2" BEVEL I' NO. 16 GALVANIZED (TYP. ) CLASS TIO r 3/4" MESH CONCRETE ) II II II un li 'I Dui p FOUNDATION � �•� 'ii ii �� iiii WATERTIGHT ilvnn - (MT. DEFT. OF t. 1" o GASKET REQUIRED II )III TRANS. SPECS. 1 rl I I it n n I I v II III I "i! i iiii I BETWEEN CONCRETE & i iiii '/2" SCHED. 80 L 3/8" BRASS HOLD DOWN BOLT BOTTOM OF CABINET. PVC CONDUIT WITH HEXAGONAL BRASS NUT. II II II Ii II II CONDUIT v Ii I II ANCHOR BOLT 2'-0 i� ini I BARE N0.6 AWG C. .II �� I II II ==7 ll II II II (WTYP. ) O II I'�J AM n n nn SLOP ii it c y WWI11=IEEE TIN III III=IEEE-111E=IEEE — v'.'. v:'" v iiii )_III=11= __ _ =_I cc OLu " v ii ii i� p GROUND LINE T — ii it J CONC. PAD - �� iiii 4" THICK n II CONC. PAD - ii ii p 3' MIN. Q ICED " "" WHEN REQUIRED PULL BOX CONCRETE w Q n II n CONDUIT SQ� II v ii iiii NO. AS REDO D. 11 II II N II J } Z (TYP. ) li iiii II n p ELECTRICAL BOND, NO. AWG J 1— W MINIMUM DIMENSIONS Q w Q W � II �3 COPPER OR EQUAL TYPE I TYPE II C7 Q ZO L BACKFILL TOP G" WITH L = 19-1/4' L = 25-1/q" > v _- tl ___= 0 ------- EXCAVATED MATERIAL W = 13-1/4' W 16-1/4' v 6I' ROD AND TAMP SECURE D = 12' D = 12" O Q cc O LNO. 30 FELT PAPER I D L = 14-1/4" I D L = 20 1/4" N D 2 J m p -- ID W = 8-1/4' 1D W = 11-1/4' OZLU SEPARATION C L = 15" C L = 21" V w N J J > O O —j C W = 9" C W = 12" Q CO cc 4'-4•--_-- __ � _CONDUIT R PLACE ------ •�--- 2'-9" � 23' rAS REOUIREO zZ �O FRONT ELEVATION SIDE ELEVATION S V O TYPICAL CABINET DIMENSIONS (L1 5/8" x 8' COPPERWELD--� _1" CLEAN STONEdo Z GROUND ROD w/ CLAMP DRAINAGE WIDTH = 44" HEIGHT = SEE DETAIL ABOVE DEPTH 26' -O Q) q 1� IA) TYPE 1 & II CONCRETE PULL BOX DETAIL TYPE "P" CONTROLLER CABINET & BASE DETAIL NOT TO SCALE PROJECT NO. NOT TO SCALE oa on Survey By: Eno. Design By.• RRM Drawn ey: KRH Checked By: RRM Date: 6/5/9 7 REVISIONS:7/2 9/9 7 Total cosrco-e.ocw 7 9 yy S' YELLOW TRAFFIC SIGNAL WITH 8" LONG OPEN BOTTOM TUNNEL VISOR, 5' BORDER . BACKPLATE • SI WATT 120 VOLT CLEAR O� ^ W TRAFFIC SIGNAL LAW. ITYP. I ® LAP V • A - 6 BARS l3'-7" LONG 1 0' O (j (8 TYPICAL) �TEK1S1. 10.0' 11 4 HOOPS AT 0 EDGE OF 1 1'-0" CENTERS Q .p C SIGN PANEL SEE SIGNING PLANS ANCHOR BOLT O m (4 TYPICAL ANCHOR BOLT Q CIRCLE NO.6 AWG BARE GROUND WIRE ° C Nt OR PIGTAIL EXTENSION SECURED 2-1/2" CLEARANCE Z 'm N UNDER ANCHOR BOLT NUT. - ° u nlu .n 1p J =9.0.5 06 COPPER GROUNDING STRAP BETWEEN F� • u n ANCHOR BOLT, CONDUIT 6 NO. 6 AWG CONDUIT SHALL PROTRUDE FROM ° u ii ii ii BARE GROUND WIRE OR PIGTAIL FOUNDATION AT LEAST 3" Q TYPE 1-200 SIGNAL STANDARD a uo ° EXTENSION. C MIN. WITH CAST TYPE BASE AND ANCHOR BOLTS. (TYP. ) i1 I��°'L,, 2' \ 6" 10 L n• (n it 4'/ 0.D. o ° ii ii ii n STANDARD �� n ii 2'-0" ^ STEEL PIPE A "° ":: A .+ n = W I I I Ike. v I F 11.: "If 11V'.. '.11'&1' '•• SCH. 80 PVC CONDUIT �Is" 3" M�' •P•••'ON TA I bF 3C NO, 14 AWG +� - TO CONTROLLER _� `••'•NnBAkr F/7 5/8"x 8' COPPERWELD 2 0' 3" i �Ayy'f Y4" SCHED. 80 PVC CONDUIT GROUND ROD WITH T v _T CONNECTOR (TYP. I CONCRETE FOUNDATION (TYP. I Jr • .';-' SEE DETAIL THIS SHEET '•., TYPE 1-200 SIGNAL STD. FOUNDATION DETAIL ADVANCED SIGNAL WARNING BEACON DETAIL NOT TO SCALE NOT TO SCALE 0 Q O (D Cr z w z Z Lu Q _J VALLEY CENTER DR a W a � `t 5 / 16" DU. CADMIUM �A 1 ®� �0 QJ Z W PLATED HEX HEAD BOLT �1 C Z 12) 1" WASHERS, THE COST FOR MOUNTING '^ LOCK WASHER AND NUT. 1.1 _� 0-3 SHALL BE ABSORBED Q o Z V z I• ` IN OTHER 810 ITEMS OF I C..) Q O 2 LB• THE CONTRACT, F- w � STEEL U POST VARIABLE STO _ _ _ _ Mm. ozw oQ EXISTING I MAX. ELEV. Q 00 V m SIGN PANEL PAVEMENT 1 DIF F. = 0.5' -C z COMPACTED I' Q c SIGN BRACKET FOR -- /p" MINUS STEEL U POST SLOPE 2%—+ ROAD MIX = O O EXISTING BASE J. 101 COURSE ------- _ Z GAIN I o n u o u NEW SIGNAL--" EXISTING SLOPE w 2 LB. o, STANDARD V rr STEEL U POST u O ii FOUNDATION ,y o __ -4" DIA. WOOD POLE DETAIL FRONT RT. SIDE STEEL U POST SIGNAL POLE INSTALLATION SLOPE FLATTENING DETAIL 7By: KRH NOT TO SCALE TYPICAL D-3 MOUNTING DETAIL NOT TO SCALE Checked By: RRM_ Date: 6/5/97 REVISIONS: 7/2 9/9 7 sh"It got p Tot/ 0 9 No lot K �0 TLI X LkADI IN poi Mb�Yf!F ILI KO g Cu$ • GUUTLR [jr 4.AftO��j I. AWAY r OM�ULLRIBG ANOP1e^ CV��OC W�1H NOT RU691RIL[[0 ASPMAI 1 IT�MM MIOUf I�IANTSMIX - SLOT N ADA T1 NNN!!SN W ssAWCCUT THROUGHATCM PAVItR NT i 1 - J e IA ►AV[MINT TQ EKISIING C A MAXIMUM D[PTN• ►AVEMENT a I o V ore — _ pi ss 7 v Iz 0 ) AN i KFK.L. .0 A � r m LEAD IN HOSE -— C CONDUIT OLYfP�ROPYLLIED NNE LOOP CONDUIT C NOT RUSp[RIZRD EXISTING TWIST WIRE 2 TURNS Z (0 a i ASPHAL ( YP, 1 I. BASE COURSE PER F00T IN CONDUIT `` / t PREFORMED LOOP INSTALLATION IN 1� EXISTING PAVEMENT c Q NOT TO SCALE TYPICAL LOOP LEAD—IN vac/CURB & GUTTER TO PULL BOX DE c 0 DIMENSION AS SHOWN ON PLANS NOT TO SCALE h b NOT Q n N Er 1. 1. EMBED CONDUIT I1 SAND. AFTER THE DETECTOR LOOP t5 IN PLACE, BACKFIIL THE SLOT WITH SAND TO A DEPTH OF I" ABOVE THE CONDUIT. 2. CHECK RESISTANCE OF THE WIRE LOOP TO GROUND BEFORE AND AFTER THE LOOP IS SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 10 MEGOHMS AS PER PLANS INDICATES A FAULTY SPLICE OR WIRE INSTALLATION, AND MUST BE CORRECTED. - PAVEMENT CONCRETE RING COVER PREFORMED LOOP DETAIL RAFFIC 2" 6' BASE TYP. NOT TO SCALE nN .A, 4"LEAD IN HOSE • : � �, PULL BOX 4-TURNS TWIST WIRE 2 TURNS NO. 16 16 TFFN PER FOOT IN CONDUIT C UCTOR F YSTEM DETECTOR LOOP DE L NOT TO SCALE TRAFFIC TYPICAL LOOP LEAD—IN WITHOUT CURB & GUTTER TO PULL BOX DETAIL J �— NOT TO SCALE Q Q O f— ir W ¢ 0 Lu 4-TURNS SIGN PANEL ^ }," x%" ALUM. ~ rrr^I AWG NO, 16 TFFN CHANNEL W V CONDUCTOR ][�i' STAINLESS U Q NOTE: JTEEL BANDING USE STRANDED AWG NO. 16 TFFN CONDUCTOR FOR THE DETECTOR ' �"' STAINLESS J } Q (— LOOP WIRE. TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE SIGN ATTACHMENT OF THE ROAD AND CONNECT TO TWO CONDUCTOR CABLE (SPECIFIED ;; I S�EEI BANDING _j Z � I HOLES • 6' CTRS. ON THE PLANS) WITH A SOLDERED, WATERPROOF SPLICE FOR THE II II LEAD-IN RUN. ' " II N O Q I I II II SIGN PANEL I I II n OabZ PREFORMED LOOP WIRING DETAIL — *r==^ -- Q � � � Z O NOT TO SCALE i ,I SHAFT OR MAST ARM II " U Lu O jII II O] I r (I-=n BANDIT PRODUCTS OR Q EQUAL �I(M" HEX HEAD BOLT SHAFT, MAST ARMOR POST 0U y I' NOTE: I I I I MINIMUM OF 2- BRACKETS PER SIGN. ii ii _ _ 0' FIBER WASHER a' 1 I II II O I I II u n Z I I }� ALUM. II II 2" MIN. NEW PAV NT CHANNxEL 0 n I I II v II II V m BAND-IT PRODUCTS OR ii ii p 16 MAX. t EQUAL •C tf L L7_ BAND-IT PRODUCTS OR in SIGN PANEL EQUAL LOOP CONDUI NEW BASE COURSE Y." x;'," ALUM. NOTES CHANNEL I. SPACING - PLACE 3" FROM END OF SIGN. MAX. SPACING 7EC BETWEEN SUPPORTS=12". PREFO D LOOP INSTA TION IN SIDE VIEW FRONT VIEW 2. ALL METAL USED IN THE FABRICATIONOF THIS TYPE OF MOUNTING BRACKET SHALL NEW PAVEMENT Mrr E CARBON OF 15TEEL,ESS $OREGALOVAC ZEDADMIUSTEELTED TO NOT TO SCALE PREVENT UNDUE CORROSION AND STREAKING. Ora wn SECTION VIEW Checked By: Date. 6/5/97 . TYPICAL SIGN MOUNTING BRACKET — TYPE "C" TYPICAL SIGN MOUNTING BRACKET — TYPE "D„ REV/S/DNS: 7 7 NOT TO SCALE NOT TO SCALE casxola ow � �-�