Loading...
HomeMy WebLinkAboutNorthside Redevelopment NORTHSIDE REDEVELOPMENT RECORD TRAFFIC SIGNAL FOR DRAWINGS OAK ST. AND ROUSE AVE . IL 11 BOZEMAN , MONTANA - - -------- SHEET INDEX ,., SHEET NO. DESCRIPTION riot» ���---- ----�� 1 COVER SHEET-INDEX wc. A'r~u 2 GENERAL NOTES, KEY MAP G 5som MONTANA DEPARTMENT 3 TYPICAL SECTIONS N N OF TRANSPORTATION te�ES ctT 4 TYPICAL SECTION AND PAVEMENT DETAIL r r t 5 RT TURN BAY PAVEMENT DETAIL MAN BILLING 6 CONSTRUCTION SUMMARY SHEET BOZ - - - - O L�' 7 DROP INLET DETAIL 1 SHERtOAN t� ,%'•„- - \ C)~ i) 8 UTILITY ADJUSTMENTS 9 CURB LAYOUT / OAK ST.AND 7 - -- t a1 q ,�Q 10 CURB LAYOUT ROUSE AVE. lq BRYArrr ST CO0�� S1 EXISTING STRIPING PLAN L,,ij,2T L S2 PROPOSED STRIPING PLAN Ipo— , S3 STRIPING DETAIL Montana Avenue Partners LLC $4 SIGNING PLAN l'tl ST 1006 West Main Street E1 ELECTRICAL QUANTITY SHEET Bozeman, MT 59715 t JUNIPER ELECTRICAL DETAIL ` . S'� � \�.,COY E3 J 1V_TAMARACK ST ELECTRICAL DETAIL --7 7 Prepored by : E4 ELECTRICAL DETAIL �J R_ASpw-Sra E A.,P J ST t _gl a cr�TT�vw�ooPnsr �'1�� d�oNrA. E5 ELECTRICAL DETAIL CSt � pA ENGINEERING WE E6 SIGNAL PLAN AND CONDUIT LAYOUT McChesney Protessional Bldg tip 601 Niklon Dr,Suite 2 tcc`m® _ Bozeman,MT 59715 Phone:(406)586-8834 05/1n/07 VICINITY MAP Fax: (406)586.1730 FFSh-1Proj- No. 045498-902 May 2007 Copyright 0 2007 HKN Engineering tnc. All Rights Res-. d o K o o m v EXISTING TOPOGRAPHY EXISTING UTILITIES NEW UTILITIES NEW TOPOGRAPHY HORIZ. CONTROL POINT • bpi STORM DRAIN WICT _ TRAFFIC POLE --5µ.. -.gy,l- — SANITARY SEWER LINE SIDEWALK R/W MON. BOX 0MANHOLE srM— sru- — STORM SEWER LUTE ® SIGNAL CONTROL BOX o SEC. CORNER (FIND) �VV] GAS VALVE Nr - —Nor - NATURAL GAS LINE El PULL BOX ______. CURB 6 GUTTER • ♦♦♦ S) VIDEO DETECTION CAIERA m 1/4 CORNER (CALC.) FIRE HYDRANT -- WATER LINE NEW PAVED APRON • PROPERTY PIN ICy) VALVE TV TV - - BURIED CABLE TELEVISION • OPTICON DETECTOR mP2 I HI1 / OWNERSHIP INFORMATION POWER POLE TEL - _ FLOWLINE DITCH (OVERHEAD) - BURIED TELEPHONE LINE LUMINAIRE ; R/W OR PROPERTY LINE m �- STREET SIGN O F— GUY WARE ro FO — - FIBER OPTIC TEl LINE PEDESTRIAN SIGNAL HEAD MD EDGE OF PAVEMENT � P11'IT PWR OVERHEAD POWER IINf ~cur POLE v CURB R GUTTER P-P8� PEDESTRIAN PUSH BUTTON - {,) TIGHT POLE T STREET SIGN �] -How CONVENTIONAL SIGNAL HEAD o _ L_1 TELEPHONE PEDESTAL MAIL BOX • EXISTING Pull BOX CONVENTIONAL SIGNAL HEAP WITH PROTECTED TURN £. r•� TREES E- ''h.t'``•tt.�� Z SHRUB W W HEDGE CONTROL DIAGRAM a Z Q • O Q W FLOWLINE DITCH o W = O CHAIN LINK FENCE o w 0 Q Q 02 \ cLU _ } O SKEW DIAGRAM ��® 307y OND W Q W Q o O W w� T� O 8 to N (n 90 0 ° Q F4805 w p O BEARING SOURCE t z THIS PROJECT WAS SURVEYED UTILIZING THE GLOBAL POSITIONING SYSTEM (GPS). 729' 0 ALL COORDINATES ARE ENGLISH STATE PLANE NAD 03-1999. Dye C G z •ROAUIIA1 V u Gallatin O} (Comb Y o LEVEL DATUM SOURCE ? County +� ST D. THIS PROJECT WAS SURVEYED UTILIZING THE GLOBAL POSITIONING SYSTEM (GPS). O Q LEVEL DATUM SOURCE IS NAVD W Fair Grounds 0)C c E�805 COMBINATION SCALE FACTOR ALL SURVEY AND STAKING WILL REOuIRE THE USE OF A COMBINATION SCALE FACTOR(CSF) 0.99943024 ALL DIMENSIONS ON THE PLANS ARE GRID DIMENSIONS AND MUST BE DIVIDED BY THE CSF TO ARRIVE AT GROUND DIMFN'JONS _ Ni TAMARACK ST RECORD D48 5 ASPEN 5T r` DRAWINGS CONTROL ABSTRACT P GENERAL NOTES BASIS OF PLAN QUANTITIES POINT N OR Y E OR X POINT NAMEINUMBER COORDINATE COORDINATE ELEVATION LOCATION AND DESCRIPTION 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MONTANA (QUANTITIES FOR ESTIMATING PURPOSES ONLY 0 D4805 5 28 348.D53 1 577 203 89E• 4768.58 A#5 rehar 30'long with a standard MDT aluminum rap markrcf D4ft05,2005,set flush with the ground at the A7 DEPARTMENT OF TRANSPORTATION 'STANDARD SPEOFICATIONS FOR ROAD AND COMP.AGGREGATE WEIGHT- 3700 LOS PER k"C YARD southwest comer of Rouse Avenue and Tamarack,0.20 If rxrth of sidewalk,4 ft.south of a Fur.hydrant at the same m BRIDGE CONSTRUCTION, 2006 EDITION" AND MDT DETAILED DRAWINGS, COOP VW04T OF PL r.Or SUM - 3555 Les,PER CUW YARD ENGLISH EDITION,- EFFECTIVE FEBRUARY 2005. ASPHALT CEMENT- 6 OK Or PL w■gt sAr. comer and 14 5 ft east of a power e,set a metal lost and an MDT witness post sticker near the KYNM pole. a HYDRATED LIME - I�1 OF PL L•A BIT SkAiF E4805 528 418 1 577 288.463 4761 47 A#5 caber,30"long with a standard MDT aluminum rap mark 4A(15,2005,set flush with the grounA 2.UTILITIES SHOWN ON THE PLANS WERE LOCATED AS MARKED BY THE STUM IN S MATERIAL - es LOS PER CALL.ON on the east side of Rouse Avenue,6 ft.east of. of Pavement.23 ft.west Of(tte south ate Lost for Z RESPECTIVE UTILITY OWNERS AND SURFACE FEATURES. THE CONTRACTOR OUST PALLIATIVE 10MA3S PER CALLON � { 9 { _ N-n To SHALL CONTACT THE UTILITY COMPANIES AND VERIFY THE LOCATIONS OF ALL a chain link fence on the north side of M8W Truck Repair,set a metal witness post and MDT'witness Post kp AOGREGATC TREATMENT o In 0 LINES AND SERVICES BEFORE EXCAVATION. FIELD VERIFY LOCATIONS AND pus PALLAII* 0.3 GAL.PER SO YARD sticker 22 ft east of m r near chain link fence. L 2 ELEVATIONS OF EXISTING UTILITIES POTENTIALLY IN CONFLICT WITH THE WORK. AGG TACK= D.3 GAL,PER SO YARD(AIDRUTID) F4805 529 992.735 1 577 260.425 4752.71 A#5 Debar,30"long with a standard MDT aluminum cap marked F4805,2005,set flush with the W I1 1H� ground W �roTo NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN FIELD TACK D.DYS CAL.PER SO YARD(UNDILUTED) on the west side of Rouse Avenue,197 ft.south of the southerly most rail of the MRL hacks at the crossing under Hu• o 0 VERIFIED INFORMATION AND THE INFORMATION SHOWN ON THE PLANS THE SEAL - D.35 GAL PER SO YARD 1-90,this 197 ft,distance was measured alo the well slde ul Rouse Avenue,19.5 ft.west of the west ed Uf Z N ONE CALL PHONE NUMBER IS: I-SIJO-424-5555. H.bvta= xi Les PER 50. YARD pavement,4.50 ft.north of a gas pipeline vent pipe,set a metal lost and an MDT witness post sticker 3 ftr west of (9 U Z " 3.COORDINATES GIVEN FOR NEW CURB ✓k GUTTER ARE AT THE TOP BACK OF the Ca Z c 386 ur CURB UNLESS OTHERWISE NOTED 307v 530 194 1 577 229 588 4748 O 0 .84 An existing rebar and MDT aluminum cap set flush with the ground marked 307y,2005.near northwest W f� a LL comer of the inlersec.IKrT of 1-90 and Rouse Avenue,north of the MRL railroad tracks.north of a LNrm, 47 ft.southeasterly of a utility pole,59 ft.southwesterly of a fence wmer,66 ft.west of west edge(A pavement for Rouse Avenue,set a metal post with an MDT witness post sticker 2.70 ft south of cap. 57,Hx1 No 2 of 10 CopwiOht 0 2007 HKM Encii—;np Inc., All Rlphts Re"—d o • < o a o TYPICAL SECTION NO. 1 m a v < o m .S Z • Y O Y 2 U N ROUSE AVE CURB AND GUTTER SECTION _- _ =o O 'o z U 4 VARIES AGG WA c AAID TACIT -I VARIES RECORD TRAVEL LANE VARIESDRAWINGS g 1.0'ARV I-1 I '< Z f EXISTING GRADE _ w Lit l yAX FINISHED GRADE d Z Q Z �1yAx v WZ 0U) CONSTRUCTION SLOPE o w 0 W 0 '\ O.50'RANI MIX BIT. SURF o Q w Q' ih M J Z 100' 1'4"MINUS CR. AGGREGATE COURSE 1 Lu L) Q o w } En N CROSS 570PE= VAWS 2 O H- Y o CO Q m O O a, Z 0 0 Z L 0 a TYPICAL SECTION NO. 2 N ROUSE AVE DITCH SECTION 0 w ;;9z 04 VAAWS AGG IREAI AAO IAOY VARIE S TRAVEL LANE VARIES I fmma cm v 1-n m E EXISTING GRADE - FINISHED GRADE t7 Z — CONSTRUCTION SLOPE o to W a �� -- U 70'PLANT MIX BIT, SURF Z c m m g Y. — x LZ E� 1.00' 114-MINUS CR. AGGREGATE COURSE Z u o i m wLL CROSS SZOPF = VA/i S 1— Sheet No 3 of 10 Cop Wight 0 2007 HK4 Enginedinq Inc., All Righls Res wd O V TYPICAL SECTION NO.3 a OFFSET 23.6' RT TO 95.5' RT �fXISnNG R/w YAR/ES ACG 1REAT AND TACW YAR/ES AGG 1REAT ANO TACK ? Q - VARI 1 VARIES: 12. m' Y Z (� \\` A L LANE A L LANE 'I • 6 1 Q N io 1.0' CRUSHED AGGREGATE COURS ; e zV:o CROSS SLCl = 3X CROSS s<CE = s: •U D y O `- 48.0' C P a o C < EXCA VA TE 8" • PLACE 12" CRUSHED AGGREGATE SURFACING z > w W 16.0' az za • OQ Ow CO - POINT TABLE p > o � POINT # STA/ OFFSET NORTHING EASTING ELEVATION DESCRIPTION o (n M w I I ! S CP 20 N/A 529464.9303 1577332.3502 4755.64 Control Point Nf w a \ PROPOSED R/w 1 54+80.22/ 95.50' RT 529445.8363 1577365.4076 4755.05 Edge of Pavement = o >- Cn Z 2 54+62.98/ 95.50' RT 529465.0530 1577336.0660 4755.57 Ed e of Pavement o ~ Coa w �► m IC) o BEGIN CONSTRUCTION 3 54+45.74/ 95.50' RT 529428.3923 1577365.4076 4755.05 Edge of Pavement z • BEGIN ASPHALT SURFACING w + MA TCH EXIS TING13 :D ' TA. 54+60. 75 23.6' R T. EX157WG R/W Cif O Y p 2 • I---- SEE SHEET 10 1 _I FOR CURB DATA 1 RECORD DRAWINGS BIRCH STREET 2 CP 20 SEE SHEE T 10 49 FOR CURB DATA END CONSTRUCTION END ASPHAL T SURFACING o 3 MA TCH EXIS TING N --- STA. 54+62.98 95.5' RT. p i 1 10 0 10 20 fd/5/>r11P Rh s.-gie fee+ m EXISTING STORM LINE z 0,1 W� K o 'gi�N � f! LU0 ^ 1 �AA W I II 1 PROPOSED R/W m Y Emo m —� Z U�OL 1%tl I I I w f�maLL E"S BNG R/W Shset No 4 of 10 Copyright 0 2007 NKM Enqineerinq Inc. An Rignls Rex d O t o 0. O POINT TABLE POINT # STA/ OFFSET NORTHING EASTING ELEVATION DESCRIPTION RECORD 3 m s 1 55+11.02/ 32.91' LT 529498.1172 1577244.3176 4755.10 Edge of Pavement DRAWINGS o Y 2 55+73.96/ 33.47' LT 529561.0355 1577245.9752 4754.79 Edge of Pavement ° a Z scale feet r u 3 56+92.27/ 21.64' LT 529678.8512 1577261.9831 4754.21 Edge of PavementIt • - N. N m< o ~Y S o : • o yz� U m 0 0 P o / / Y W ww - aZ oQ • O ~ W W P - > O 11 ° 0 g j O W < Q Q tTl 1 . oW _ 8 m CO) N to �= o z aCOQ N Z 1 _ o` // PROPOSED R/w � -� 7 XJSTXG R EXISTING R/W I _ f NEW EDP r` EX IST ANG EDP - - —,- - o 55+00 NORTH ROUSE AVENUE 56+ 00 57+ 00 C. W Z IUA) Q 1/jrt N� l0 f x m Em Z U N O x EXbT MG &w // EXISTING WIN of 10 Copyright 0 2007 NKM Eagiaeerinq Inc. AO Righls Res wd SURFACING 1N/ tons AGGREGATE BITUMINOUS MATERIAL AGG. TREAT, STATION to TONS TONS tar tons gosons tons gonna cRoss NET t - FOR HYDLRA ED Plus AsvHALT REMARKS R E C COVER TRAFFIC CR. ACC. SEAL TACK DUST AGO. TACK FROM TO COMMERCIAL TYRE 11 GRAVEL COURSE K 64-28 CRS-2P SS-I PALLIATIVE SS-1 54.24.17 55.00.43 75.66 BIRCH STREET 65 224 3.9 9 11 D R 54+67042 56.92.16 224.74 ROUSE RIGHT TURN 53 111 3.2 7 14 53.43.15 54.17.73 74.58 OAK St. RIGHT TURN 25 96 1.5 3 6 55.29.34 S5+71.34 45.00 PRIVATE ORIVEWAY SS SEAL AND COVER 79 12 SUBTOTAL --- '�. '�� '�� 143 79 544 0 S.6 1 12 1 M 19 37 e FOR INFORMATION ONLY - INCLUDED INMB COST OF GRADE D COMMERCIAL PS N FOR IWaeM TION ONLY - BASED ON ONE APPLICATION STORM DRAIN f"t C`nn YARDS • Own BITUMINOUS PAVEMEN RESET CURB ItEET CURB INLET MANHOLE COMBNATON MANHOLE CONNECT SQuore STATION RCP INRIOA7ION CLASS ) BEDDING TRENCH CURB TYPE INLET Tv n REMARKS yor03 U47ERIAL TYPE 11 TYPE M TYPE 7 70 EXCAVATION INLET STATION BIT. FRpI OFFSET 70 OFFSET 12 In IS h 18 h 24 In LEFT RIGHT LEFT RIGHT 18 h 48 In 60' EX. DRAM 54.11.44 68.94 LT 54.1S'42 11.41' LT RESET EXISTING STORM INLET PAVEMENT 54411,44 60.94 It 54♦15.42 71.4T lT ) 2 2 1 CONNECT 10 EXIs1 MG STORM GRAN FROM 70 REIIOYAL $4.69.40 66.48' LI S4.11,% 70.51' LT RESET ExISTING STORM INLET 54-63.53 56+92.28 53 NW CORN 54.69.40 66.48' L1 54-11.96 70.51' LT 5 7 3 1 CONNECT 70 EXISTING STORM DRAIN 53.15. 15 54+25.57 43 SR CORN 1+05.56 55419.21 i 28 NE & SE SUBTOTAL TOTAL 124 TOTAL 8 5 5 2 I FOR INFORMATION OAAY TRAFFIC CONTROL SIGNS PAVEMENT MARKINGS REMOVE RESET MEW• CURB STATION OFFSET $irks SIGNS SIGNS REMARKS ITEM WIT INilRIN rNAI TOTAL INt awae feet ION EACH EACH EACH APPL CAI APPL CAT STATION CONCRETE VALLEY 54.74 89' li I RESET EX511NG SIGN CURB AND GUTTER GUTTER REMARK! 54.T3 61' LI I RESET EXISTING SIGN STRUNG - 8* WHITE EPDXY ISOLOI Got 10 10 56.64 25 LT I RESET ExSTNG SIGN SIRDNG - 24' WHITE EPDXY (SOLO$ CIO 3 3 FROM TO LEFT RIGHT REMOVE LEFT RENT 55.88 2S' L7 1 RESET EXISTING SIGN STRIPING - 4' WHITE EPDXY ISOL01 Go, It It 54.70.34 54.70.43 32 REMOVE CURB 55.64 25' LT I REMOVE EXISTING SIGN STRUNG - 4' YELLOW EPDXY ISOLOI Gat 20 20 54.69.42 55•10.90 14 NW CORNER 56+53 24' LT I REMOVE EXISTING SIGN STRIPING - 24' YELLOW EPDXY ISOLOI Gu$ 9 9 53.15.04 54.15.73 129 SW CORNER 54+10 46' LI I REMOVE EXISTING SIGN SIRP1NG - UNITE PLASTIC First 54.82.63 55.19,11 57 NE CORNER 54+92 54' RT I REMOVE EXISTIG SIGN 51RPNG - WHITE PLASTIC feet 54.05.46 54.43.79 51 SE CORNER 54433 374- LT 1 REMOVE EXISTING SIGN CURB MARKINGS - YELLOW EPDXY Go 5 5 54.1&41 54.15.73 27 qMDVE CURB 49+80 27' RT 1 INSTALL NEW S" 57.13 21' LT I INSTALL NEW SKIN WORDS AND SYMBOLS MITE PAINT Go SUBTOTAL 203 106 59 -- -- 57.31 33' L1 1 NSull NEW SKIN WORDS AND SYMBOLS YELLOW PANT ION AL 311 59 -- -- 54•]] 114' LT 1 INS NEW SK}I WORDS AND SYMBOLS WINE EPDXY GO S 5 VARIES VARES 9 NSTALL MEW SIGN WORDS AND SYMBOLS YELLOW EPDXY Go SUBTOTAL 5 4 17 TOTAL 22 e INCLUDES 29.75 SOFT ALUMINUM S$EETNG MCRI1111 TEMPORARY PAVEMENT MARKINGS" Iy 1.0 AND 440 LB TUBULAR STEEL POST N TEMPORARY PAVEMENT MARKINGS WILL BE PAID SEPARATELY, AS LISTED CM IN[ 80 FORM SIDEWALK UTILITY ADJUSTMEP ADDITIONAL GRADING EACH Spuore yor09 l.neor UT U1Y ADJUST lest cubic yord3 STATION OFFSET REMUYAL UTMITY STATION REMOVE REMARKS STAT ION INCL. N GRADING ADDDD.c. REMARKS SERVICE CONCRETE SIDEWALK 54.72.BB 61.56' lT 1 SIDEWALK TRUNCATE WIDTH EXC. IN IN PLACE tt S5•81.52 M60' LT 1 4� 6 DOMES FR011 TO PLACE 54.13.48 11.48' L7 1 FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT 54+73.21 5411 02 14 NW CORNER 54.72.30 72.97' LI I + + 1 SWCORN R 53.86.50 25.39' L T 1+ 1 +11, 11.0 5.0 NW RNE 4+ 4 41 1 1 N RN R 53+90.53 24.86' LT I+1 _1 +1 1 E N 4+ +4 1 5 SE CORNER 54+80.94 55+12.21 5.7 5.0 N CORNER 54-86.71 I10.11 RT I 1+05.56 54+45+aa 31.3 E CORNER SUBTOTAL 529 10 55.61.97 24.ST' L7 1 SUBTOTAL 76.1 57.0 8.B 1 R EXCAVATION QUANTITIES-MATERIAL UNSUITABLE FOR ROADWAY EMBANKMENTS. 56.50.43 24.16' L7 1 TOTAL 133.1 0.8 MATERIAL FOR MISC. GRADING BEHIND SIDEWALKS. TOTAL 13 6 0 SIDEWALK OUANTIIES DO NOT MCLUDE CURB RAMPS W BY OTHERS JUAt'] I 4'L 'I-.i i L I L K JN :0`4 al "1R RFS 1' 317 FOR F .�UAf�111-1L'� lt_ -IIKEU IU :;U�iF-'LEI= Cop yricn! ® ?CG' FK1 0 0 < o a o i m -'+ NE•RCP 12' NE•RCP 12• ` LATERAL CUNB INLET E7dSTrNG CURB 11LE7 LATERAL RESET EMS 4Ii MET J �. 1 RESET E%IS nNc CURB MLEI • 3 RECORD ca DRAWINGS Z m oI Yj E7mSTWG TRLOONL11E EnSTMG TTANKLNL. : ate5i � =s INLET CASTING V NEENAH R-3067-L. PLAN VIEW PLAN VIEW DECO 51 OR 204 OEETER 2047E NO SCALE NO SCALE v w 5/8• SMOOTH ROD � CENTERED IN OPENING • c g F R k ^ z W 2 i € W RAT TOP 6" 24' SOUARE i_ w LLJ h ti h e OPENING •^ a z Q _ h O Opttty LLJ J �W$"��• 'iW OD TWO -.WO^ "W�A{O �WAO p O lL Z W q��1 ���� h=n h; � O 0 ��� 2� i� E� 3�� 36' R.C.P. Na`� • �� �� C �QA' �BWW a�Ww ASTM C-76 0 lL Z J ❑ LWWW ♦�WW 'BhW 6WIX W�„ .:NWW W h.' O w o�WW n�uw CLASS ? e c Q z z W — Q 4 765 4 765 • _ 0 v~i o H 10 ❑ Q co O 0 z s � BLOCK OUT FOR 0 6 INLET PIPE 0! z 4760 4760 i 0 PROFILE ABOVE PROFIL ABOVE a $TORN AIN STORM DRAIN • 4 755 4 755 Ll- 9" SUMP 12'• DO RCP TExiSTIN RCP CL. Ml At UdW 12 '5200 RCP EX1 12-:S 'RCP YEW) 4e • �.. • 1` RCPCL IN RCP Cl. 4750J 1?" J50 (AEW) 4750 * N, H RCP x m o 4" 6" PRECAST BASE F 4 745 4 745 44- O.D. - z , 36" STANDARD STORM DRAIN INLET I s m 4740 4740 oa z wB.ao 54+00 54+50 55+00 54+00 54+50 55+00 a, w'L 6' z NOTE.' STRUCTURES WERE TEAL Or DEBRIS AT - CIY E m TIME OF S(A?WY. CONTRACrOg SHALL CLEAN t Z c.. OUT S1RUC11.RES BEFORE MEASURE DONNS. CONTRAC FOR IS TO FXLD YERTEY STORM DRAM Z U p�'O 0.I. W�Mmm LL ELEVA/IONS. Suet No 7 01 10 Copyright 0 2007 HK4 Engineering Inc, An Rights Reserved O V y EXISTING LUMINA/RE n M AT END OF CONDUIT DO NOT DISTURB ■ �" $ a \ Y z a � "O!� EXISTING CONDUIT m DO NOT DISTURB "G - �N ~ 0 REMOVE EXISTING PULL BOX c, o • RESET CITY STD. CURB INLET STATION = 54+15,42 REMOVE EXISTING 8 OFFSET = 71.47' PULL BOX L T z TBC ELEV = 4755,68 ' Z w Q ui REMOVE EXISTING RESET CITY STD. CURB INLET a Z z Q ELECTRICAL SERVICE STATION = 54+71.96 P OJ H w w REPLACE EXISTING POLE n OFFSET = 70.5 1' L T o w O O (BY OTHERS) 1l I I TBC ELEV = 4755.70 n g -LL II w RELOCATE TELEPHONE PEDESTAL l — Q M Q Q z (BY OTHERS) % —PROPOSED R/r nI Q w i a 8 ° co RELOCATE EXISTINC a aD Q EXISTwG RIM HYDRANT m 0 O STA: 55+81.12 Z SEE CO 54 L a DRA W/NC NO. 02660- EXISTING RI zpvm ' i I PIYR- ('W4- — A � O PwR w yr +00 " — - w - +00 REMOVE EXISTING LUM/NA/R£• • 11p w Poo --�/---�------IN IIL IIG ,W Nr TO ►0 'O ro 'o 'o 'o — '° 'o r° to ro �LI z EXISTAVG a/M PROPOSED RIM Rt TEL EXISTING RIM' * O --TEl s TEL EXISTING STORM INLET rut °y REMOVE GRA TE ANO I `PROPOSES, Rrn ( FORM CONCRETE SHOOT CONNECTING ENDS OF I PIPE; COVER WITH PVC. ---------------I P RELOCATE EXISTING POLE m (BY OTHERS) W (1 `oa aqi Z mgnml� — oar RECORD wa.r_� REPLACE EXISTING POLE w ,�oo DISCONNECT AT PULL BOX ON SOUTH (BY OTHERS) Z rd SIDE OF OAK ST REMOVE ELECTRICAL z�i c SERVICE UNDER OAK S T DRAWINGS o o t A wfmmaLL Sheet No 8 or 1° Copyr;ghl 0 2007 HKM Engi—inq Inc. All Righls Reserved ` o ao 0 � o RECORD o m s DRAWINGS E1rKTII1G R/1I x0 ExIsT/vc RiN Z u • N. N C/) fD - j Pr254*I774 - 81.14'11 _ 91 IBC ELEV = 4M 72 A'0 - oO N: 529404.6817 PCJ 5,+69.,3 - 8855'U • E. 1577192 8123 T.0' A TBC ELEV. 4755.77 - - LP 54+14.95 - 71,56'L/ N: 529,5859JI `� o TUC ELEV. 475568 } I J £: 7577187 2435 - � n Z N: 529403.5484 1 _ ' - > £: 1577202.3077 1 SAILCUT Ex7STING MPJ 54+75.27 - 6J.41'Lr __-- i W w PAVEMENT FOR REMO✓AL U � IBc Ec£v. 4755.67 -- � � Q 9 MP?s.+p9.5) - 57.l9'L r --- / - OL z a TBC ELEV= 475575 1 1n N. 5294635178 _- • O Q w 1 , E 1577212.5810 - J N: 5193 9 7.5206 rya 0 / 1 W PCC, SX+90.57 - 12.61'L I a W Z Y) E t577216.286t � / 1 TUC ELEV. ,755.56 ��� o W O O O PCC2 SJ+91. ' �/ - = TBC ELEV. ,756 OB 56 - 10 69 L T / n //F M 579�78.1101 _- r 8 Q Q M..' 529579.0951 /� e/ / GRADE BR£AX - \ \ 121 _ E. 15772338992 J ` W 2 J E.. 15772J2.3394 p \ \ _ -_ - Q m Z MPl 53*5,.37 - 27 R'LT - rb?x --A. / •o, \ 0 _ TBC ELEv� ,1755.Sp85'U N I W r Q rBCELEv. 4756,62 - '�'---- �� �' / '� = Q W F= .I•.I \ f N. 529487.J502 N: 529341,510 ! 21577259.9911 E: 1577244.6062 S' 7' y \ \ f - - - -- - S - • = O Y / 5 f 11 +!Q 7 ! LT. _ o m Q PCI SJ+I505 - 2250'Cr. I 9`\ 0- \ 1 - _ ELEV #73S 7 - 0' TBC ELEV= ,75754 �'L�� t C m O O N, 529301.990J P���. i pI ADD/T,ANAL $IDEMA(A O. \ \ - M. 529498! - _ 1 N Z E Isn2,zel29 �% ,,/ , sarD \� -- --- O o. lk y- y ,T = - If .� „b GRADE BREAX 2ADDROgNDAL SIDEWALK / y s o r--- ----- :.5•� iBC fLEv +755.80 T.,-- NEW EOP ) ` A �ErKTArO EOP -- ---- Gft E E 11MPEAlt' 6,0.� - - -- - _lw- K M18 EOP rw LEV • 4737.27 EXISTING R/W 7 - 54 � 00 1' OFFSET FOR SAMICUT - I' OiF$E7 FOR SA - 53-�- oo Z OFf$ET FOR $AMLU7 NORTH ROUSE AVENUE YCUT 55+00 � p zoo S,'S'j SEE MDT DETAILED DRAWINGS 608-25 and 608-30 CURB CURVE TABLE SAWCUT POINT TABLE Im W CURVE LENGTH RADIUS DELTA ANGLE TANGENT LENGTH POINT STATION OFFSET NORTHING EAST ING CI 79. 37 170. 00 26' 44' 55" 78. 65 I 54+ 13. 68 40. 34' LT 529401. 2845 1577233. 4678 �yo^ono C2 49. 68 44. 00 64' 4 P 48" 47. 09 2 541-25. 57 54. 89' LT 529413. 4817 1577219. 3425 w rofmo C3 51. 99 64. 00 46' 32' 43" 50. 57 3 54t24. 84 81. 32' LT 529413. 6813 1577 192. 9014 z 2 C3 22. 26 30. 00 42" 31' 03" 21, 76 4 54*63. 53 88. 40' LT 529452. 5934 1577 /87• 1836 5 541-63. 53 52. 85' LT 529451. 3510 1577222. 7 140 z o�"o x w�$m°aLL NOTE: ALL ELEVATIONS ARE TO TOP BACK OF CURB. 6 54+85. 32 30. 72' LT 529472. 3467 /577245. 5982 ALL DISTANCES AND ELEVATIONS ARE IN FEET. 7 55+02. 33 1 21. 99' LTI 29489. 0460 1 1577254. 9236 sn«1 No 9 01 ,D Cop,ripr,l 0 2007 MKM Engine inq Inc, AO Ripnls Re rwd 1 ----- RECORD �- - - -- : d 4+ 0o DRAWINGS zi o NORTH ROUSE AVENUE 55+00 5 6+ ' m�go N Z 2 p O� • o y� ca m 0 - �6.0,_ 2' OFFSET FOR SAWCUT o. 7 OFFSET FOR SAWCUT "5,0. SAWCUT EXISTING o • PAVEMENT FOR RfMOVAI EXISTING EOP PROPOSED R7W - - ' �5 O^ _ EXISTING R7W .171STNG EDP ui n RA1P •_ Z Q EXISTING RVW ��4 7 / / , ; ~LLJ Q N 1* l\ a W Z AOOOIDDNAL SX)EIIALK O b• <^\ V `D al a Q P P� POTI 54.0547- 22.50'RT 3�t� �6\v/�� \ o- /// rgf� ,�J r 191► ?230 ` `/ `-- c IX Q ca Z TBC ELEV- 4756.32 S. 'A \ p IBC ELEV 7t \� (AuA Q Nt 529504.3451 N: 529J90.7706 , I D E: 15772959807 ADDITIONAL SIDEWALK •►L� =�'• - -m -- _ / �_ E: .f577799.97d0 "� - / _ 8 O N U 4 SOYD ADDITIONAL SIDEWALK - I SOYD pE�A•LN�� �'\ \ c - Z PT2 53t►5.B8 ^.2290'; • PC? 51+10.47 - 2150'RT b I I-g BC tLt✓- 7BC ELEV'- 47ML44 ,�tE�RA� !'�"I 4 y ` •- - _ I, N: 529501 1 r f O N. 529395.7675. ---n--. o -- _h I 1 � A'Tf E: I577299.86 a O U. 1577296-1564 S.0'h I � )5.0' Cq ) PROPOSED R7W I 4 MP2 54+92 70 - 32.00'RT m Z MPI SI+J2.64 - 3LOG'RT �L qF7 IBC CLEV- 47 3.59 TOC ELEV- 4 756,04 - N-529477 630 \v'l IVJ 1 N 5294176250 4411*• E: 1577308. - - 1 0 E- 1577305.4876 k( Y PC2 54+82.87 PI) 54+43.JI - 5229"RI. TBC ELEV - N: TUC ELEV- 4755 64 1 N 5294275448 I - 15773J l90 8 _ • E: 15773270844 E. S77J 7 POTJ 54 82.83 - 37.27'RT POT2 54+4J.79 - 5727•RT IBC ELEV= 4755.50 iBC'ELEV- 4735.56 AC 3294 8779 N, 5294278556 E: 1377J J.4495 /// E. 1577JJ2.0748 NEW £OP 1 V EX IST N!G RVW EXISTING R/W > o W f' V) - mmm 1. 2 SEE MDT DETAILED DRAWING 608-30 oa mon�CURB CURVE TABLE CZ CURVE LENGTH RADIUS DELTA ANGLE TANGENT LENGTH OZm UNI C I 48. 62 33. 00 84' 25' 23" 44. 34V ��0mc C2 51. 36 33. 00 89' 10' 09" 46. 33 Sheet No NOTE. ALL ELEVA TIONS ARE TO TOP BACK OF CURB. 10 ALL DISTANCES AND ELEVATIONS ARE IN FEET. of 10 CophiOhl 0 2007 HK1I Enpinee:ina Inc. All Ric) i Reserved. o ° � ay o t O m RECORD BEGIN SEAL AND COVER mi � STA 54+88 408 L1 DRAWINGS $ o U • v m� o y z 4T F c P • 8 � N Z > cW Zui 3 L Q Q az aQ . 0 � 0w Wz zZ) O W FL CL I p m c M Q Z N91 I W C!) Q $ = O EU) • Y o � m XQ REMOVE AND DISPOSE OF 3 E)OSTDVC ` w O O TREES CUT OFF AT GROUND LEVEL. of Z CONTRACTOR IS RESPON51&C FOR o REPAIR OF UTILITIES DAMAGED DURING TREE REMOVAL, Z SEAL AND COVER 7099 SO 1'DS u O _ 0 Cn • BEGIN SEAL AND COVER STA: 19*.38 I 1 END SEAL AND COVER tA h ,i STA: 58+23 o10 00 51 52+ 54 3r 5 RT 0 A UE 5 0 m `Nvn°,6,L III W : - w a`��hp� w T6 2 -1 00 Z CLCdd..-v — 9jr a.. m ZUZ'�0x -� up` of a w�aDmdLL Sheet No S1 of 54 Copyright 0 2007 NK4 EnOinewinp Inc. All Rights Reserved o a I YELLOW TAPER BEGIN o MATCH TC14 EXl$TINC STA: 54+77 I15'LT v 0 o m .'SINGLE WHITE BEGIN RECORD a MATCH EXISTING I DOUBLE YELLOW BEGIN < u STA: 54+66 422'LT STA: 5.+B8 .GIB'RI • m s DRAWINGS .'$INCL£ W►/TE BEGIN STA- 51t99 401'RI v �l��cc 2' YELLOW LINE u NOTES REPAINT TO e = PROPOSED TAPER u • N ALL PAVEMENT MARKINGS SHALL FOLLOW THE MUTCD AND THE MONTANA DEPARTMENT OF END TAPER MATCH TO EXISTING r+TRANSPORTATION STANDARDS AS OUTLINED STA: 54+62 354'LT ffv' =�so IN THE TRAFFIC ENGINEERING MANUAL, PART III-SIGNS/PAVEMENT MARKINGS AND FHWA STANDARD HIGHWAY SIGNS. m USE EPDXY PAVEMENT MARKINGS FOR ALL NEW PAVEMENT MARKINGS. o • PROVIDE TEMPORARY PAVEMENT MARKINGS fJ 8"SINGLE WHITE BEGIN STA: 54+43 338'C T no IF DIRECTED TO DO SO BY THE ENGINEER, o Z Z Lu mQ j a Z a Q • OQ 0w > z a � a p E 0 o W Z U) C3 PIxQ p Z in W wQ wrITE EPDXY(TYP) : N O �y o a- m 0Q • a O a O Z 0 --N"SINGLE WITE END 6 STA: 51+22 67'LT z —8-SINGLE WHITE END 6 STA: 54+JJ 67 LT At STODB E!M LTE W fNU STA 54+44 67'!T r t'SINGLE WITE£ND 4'SNQE WFYTE BEGIN STA: 54+60 66'LT MATCH TO EXISW STA 49+J8 17'LT CROSSWALK WHITE FROM STA: 54+13 60'LT TO CROSSWALK WH!$FROM STA.' 51+74 62.LT STA: 54+91 36'LT TO CROSSWALK OilTf FROM STA: 54+9925'rtr .-DOUBLE YELLOW TAPER BEGIN STA.- 54+08 51'LT TO I� CROSSWALK WHIR'FROM MATCH TO EXISTING STA: 51+78 53'LT STA: Si+05 3 3'LT TO STA: 49+36 5'LT STA: 55+07??'RT CROSSWALK MH/IE FROM 4'SINGLE W01f BEGIN EID TAPER----� 1' YELLOW LINES AT IN DEGREES FROM CENTERLINE STA: 53+96 2 'IT TO STOP BAR WHITE STA: 57+33 5'LT END TAPER AND SPACED AT 15'INTERVALS CENTER )0 CENTER SIA: 5It76 ?.'RI I-TI II _ r`(TYPICAL) CROSSWALK WII TE FROM / II STA: 55+11?9'LT B SINGLE W+r_i LAID STA: 5J+88 J7'LT 10 11 MATCH TO EXISTING STi': S'::w'! 17 AI U // \ 8"SIn'GLf xrC lE BEGIN STA: 58+?J F1'CT $TA: 5.+15?I'RT STA: i5+!2 29'LT I- SI162E dHI7F END / 8'Salt„"t WM7F BEGIN TA'BEG 554 8R 29'LT END TAPER _ # B STA' 53+94 17'LT STOP BAR ANTE MATCH TO EXISTING STA 55+20 6'LT BEGIN TAPER STA: 58+23 1'LT p w 4"DOUBLE YELLOW ENO i \\ STA.- 56+99 17'LT x STOP BAR IW#'TE — BEGIN TAPER STA: 53+91 6_!.t—��� BEGIN TAPER s YELLOW CURB PAINT(TYP) _ STA: 56+98 6'L.' STA.' S7+77 J'lT O =yt 50+00 _ 51+00 I (5££STRIPING DETAIL) To../ + 5 B! o 0 55 IOr +00 NORTH ROUSE AVENUE56 7+ pp T R R 25:I TA lz END TAPER 8"SINGLE WH1TE BEGIN 8 SINGLE WHITE END l TAPER VARIESSTA: 51+62 5'L ISTA 51+82 6'RT STA: 53+92 6'RT BEGIN TAPER .'SINGLE WOTE EnD \ / BEGIN TAPER CNSTA: 50+80 5'RT STA: 53+93 17'RT STA: 57+09 6'RT :_V°DBEGIN /APER / E'��STA 19+769'RTEND TAPER CROSSWALK WH/TF FROM f BEGIN TAPERpSIA: SO+79 16'RT 1"SMIGL£ NFNIE BEGINSTA' 5.+.I 38'RT TO �I / 51A: 57+09 17'RT."SkVGLE WHITE BEGIN STA' 5.+86 37'RTMATCH TO EXIS TTNC END TAPER STA: 57+72 2'RTSTA: .9+38 9'RT ROSSWALK WHILE FROM .'SINGLE W►Il€BEGIN STA: 37+3J 3'RT _STA' 54+44 47'RT TO f SINGLE WH/TF ENDSTA: 55+11 17 RTSTA' 5.+63 .6'RT MATCH TO EXISTINGC BEGIN TAPER STA 58+13 12'RT oDOL49L£ YELLOW BEGIN .'DOUBLE YELLOW BEGIN STA: 55+78 6'RT 2Sm°aLL 51LP BAR NH11C STOW BAR WHITE STA: 54+62 50'RT STA: 55+28 6'RT —8"SINGLE WHITE END STA: 55+58 6'LT ST ppUBL6 YELLOW90'R END STA: 51+6J 90'RT Sheet No S2 of S. Copyright 0 2007 HKM Engineering Inc., AN Riphle Resolved O � o a o io mT a • = u RECORD P Yz 24" YELLOW DRAWINGS %00 Ngo � r U 4" m 4., c 30� 4" � c P Y SOLID I • YELLOW I V S V N Z 0 . , Q O --I ►-- W a I > z wU) o w � 00 sl p V, It ww W a Z in Z I oI � W � PAINTED MEDIAN DETAIL I = 0 Cn o ~ COQ NO SCALE � m 0 0 N z O O z o O a DIRECTION OF TRAVEL NOTE THE LOCATION OF THE CROSSWALK LINES ARE DEPENDENT ON LOCATION OF THE SIDEWALKS. YELLOW CURB PAINrAPPROACHI,N 10 10 u EXTEND CROSSWALKS TO CURB �a BUT DO NOT OVERLAP. >0 h Ec �a 8" WHITE EPDXY 06 (TYP) o NAL ) 8' (TYP) I J i5 W > Q ON •.QI.naOn w o E� 4' MINIMUM zom 2' O m cavo. 0 2' WHITE EPDXY dY W.,mi W ufmmaLL TYPICAL CURB MARKINGS o TYPICAL PAVEMENT MARKINGS NO SCALE FOR PEDESTRIAN CROSSINGS Sheet No NO SCALE S 3 of Sa Copyriqht 0 2007 HKN Engin—inq Inc, All Rights Reserved o • < o a o Y m RECORD a a a m DRAWINGS J Yo REMOVE EXISTING R3-8 SIGN ONLY RESET 2' FROM TBC myS� STA: 54+33 374' LT 3 :TA 54174 8 LT o s soW= 30 X30" \ / EXI�;TING wl-1�R) • o �:� y 30 X30 EXISTIA(,C W13-1(25) REPLACE EXISTING R3-8 AID/ 18"XI8SIGN WITH NEW R3-8 USING EXISTING POLE -----I STA: 54+33 374' L T SNOW I S 30'X3O" RESET TO W1-IlR) POLE I • STA: 54+73 61 LT I ROUTE 18�X24G SIGN 1 0 Z -------------------I i W NFST 0 J-1 RESET 6' FROM EOP a Z Q L / N ROUSE A� (St:E N7TE5,) � � 1 EX15TI.V+W1125 LT P 0 � Z N +- 30 X30 W Z d--6 y EXISTING W16-1 o W O O 18"X24" 0 REMOVE r cl W Z Z J3 REMOVE 4+10 46' LT , h; STA: 55+64 25' I Q Z Z EXISTIl1C OM-3(R n W Q EXISTING R1-1 ,� MOVE IN FRON1 F PIEIY BONER POLE O 30"X30" 12"X36" �1 $ FA N !n V) = O I � N H Y I INSTALL to o O Q Z STA: 57+13 0 O 1 W a %BESET 6' FROM EOP r 6' FROM EOP Z I.�7 •' STA: SS+St? 25 LTA NEW R3—$b I INSTALL V �_ I i < a EXISi7N^ P3-77 p 30"X48" o I NEW DOT (2) _ _ I lsE£ NOTES m � rn ; 24"x3o" I PLACED SIGNS Q I It ' I SIDE BY SIDE INSTALL I j / • S TA: 5 7+34 _3' L T ___________1 NEW RI" -de.v.cn 30.00 E__— i 30"X30 NORTH ROUSE AVENUE ee.ap ea.00 60.00 l8i 111W INSTALL NEW R19-12 (3) pf I 4"X3O (SSE£ NOTES) ED INSTALL _ STA: 49+80 INSTALL 5 FROM EOP NEW 03-1 3NV (��{N N£W R3-8 (SEE NOTES) USE AS IS REMOVE o 30"X30" STA: 55+95 27' RT STA: 56+53 24' LT � 30EX1'SX30g W/1-1 EXISTING OM-31R) p 'x$ o IIJJ 18ISTIN W/6-I MOVE J6" FRONT DbbbDOFFFFFF NEW POWER POLE X24 -------------� I ^' I W INSTALL 1 Z�8 USE AS IS = o NEW D3-I 2) 1 D� STA: 57+03 26' RT I9 NOTES: I y (SEE NOTES) 1 z x EX7IN9 W8-6 PLACED SIGNS I C-) 30 X30 00 ALL SIGNS DESIGNATED TO BE INSTALLED OR i SIDE BY SIDE gN vc RESET WILL BE INSTALLED ACCORDING TO Z MONTANA DEPARTMENT OF TRANSPORTATION --------------I •���� SPECIFICATIONS AND DETAILED DRAWINGS AND m `oNQ fO THE MUTCD. THE MINIMUM MOUNTING HEIGHT REMOVE w a. SHALL BE 7' n STA: 54+92 54' RT w >` 2tpo = EXISTING 03-1 Z c m e$a - •-•.. STREET NAME SIGNS SHALL BE INSTALLED O rZ E c ACCORDING TO MON TANA DEPARTMENT OF Z Op OL q TRANSPORTATION STANDARDS AS OUTLINED IN w fmmaLL THE TRAFFIC ENGINEERING MANUAL-PART III. Sheol No S4 of S4 Copyiphl 0 2007 NKM Enpinee inp Inc. All Rlphls Reserved o a o' ELECTRICAL QUANTITY SUMMARY RECORD QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE • ' ACTUAL QUANTITIES REQUIRED TO COMPLETE THE WORK. m " DRAWINGS o Yo ITEM NO MATERIAL 2-LANE 4-LANE TOTAL TOTAL TOTAL SFCU UNIT o Z RURAL URBAN RURAL URBAN RURAL URBAN 291-1(5)1 FOUNDATION - CONCRETE 8 CU. YD N82 CONDUIT - PVC 2" DIAMETER 498 FT . CONDUIT - PVC 3" DIAMETER 30 FT P CABLE- 3CS OPTICOM 199 FT OPTICOM 722 DETECTORS 2 EACH g F uw CONDUCTOR - #6 AWG 145 FT Z to Q CONDUCTOR - 12/C#14 AWG 1014 FT P ao J Z ~ N H =) a W 2 Q � CONDUCTOR -#10 AWG GROUND 1103 FT i,5 OZ CZ �I p < QQ CONDUCTOR -COPPER COAXIAL 50 OHM 52 LF o x W ~ PULL BOX-CONCRETE TYPE II 3 EACH cd p CO a Z UJI a � 0 V1 W PULL BOX-CONCRETE TYPE III 2 EACH 6 a Z PHOTO ELECTRIC CONTROL 1 EACH o a LUMINARE ASSEMBLY-200 W SV 2 EACH • STANDARD STEEL TYPE 2-A-900-8 1 EACH STANDARD STEEL TYPE 3-A-900-5 1 EACH STANDARD STEEL TYPE 3-A-500-4 1 EACH n_ STANDARD STEEL TYPE 2-A-500-1 1 EACH S PUSH BUTTON/PEDESTRIAN 4 EACH S o SIG-PEDESTRIAN TYPE 2 8 EACH SIGNAL TRAFFIC 3 COLOR 12-12-12 8 EACH SIGNAL TRAFFIC 4 COLOR 12-12-12-12 2 EACH [oz. CONTROLLER - CABINET PEDESTAL TYPE P 1 EACH y o�P 1b CONTROLLER/TRAFFIC-ACTUATOR TYPE 8-A 1 EACH a: ��'iiiSERVICE ASSEMBLY - 60A 1 EACH �Z Noof$mau YAGIANTENNA 1 EACH or Sheol No VIDEO DETECTION CAMERA 3 EACH E1 of E6 Copwighl 0 2007 HKM Enoinerino Inc, All Riphls Resr d o • o ny o T a 0 m n POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS i TABLE I - • O O © OD ANCHOR BOLTS O (D O O O OL O O 4p v o d) Q� J LT TYPE (II LOWER SHAF IS'.20'.25'.3 18' SO. 17 1/2 1 1/2 1 3/4'x 84•x 6• IOYERALL-90'I 17' so. 19' 1'- 8 LINK - 5' A525 1 III. 1 1/2' 8 a,0' 1'6' 2'6' v TYPE (2) LOWER SHAF 35'.40',AS' 19' SO. 19' 1 112 1 3/4'x 84'x 6' IDVERALL-90'I 19' $0. 20' 1 1/4' - 1 LINE - 6' A325 1 3/4. 1 3/4' 8 8'0- I.G. 2'6" I�If�IKL. Y 6 TYPE (2) LOWER SHAF 50' 19' so, 19' 1 1/2 1 3/4'x 64'x 6" IOVERALL-90-I 19' $0. 20' 1 1/4" - / UNC - 6' A325 1 3/4. 1 314' 12 12'0' 11'6' 3'0" TYPE 131 LOSER SHAF 55'.60- 20' SO. 20' 1 3/4 2'x 84'x 6' IOVERALL-90'1 19' SO. 20' 1 112' - 6 UNC - 6' A325 2' 2' 13 13'O' 1?'6" 3'13- lUJ NOTE-USE PIPE BRACKETS TO YDUNT • _ TRAFFIC AND PEDESTRIAN SIGNALS U 1 TO THE POLE SHAFT UNLESS 11' • V MOUNTING POINTS I t OTHERWISE SHDAH ON THE PLANS. v `/1D o A� C' TABLE 2 02 • • • • • . • • STANDARD o ; �•-�o •I J 4 S 6 7 B 9 10 MAST ARM PIPE BRACKETS FOR POLE MOLNIT NG fLF VALOR PLUI61ZER SIGNAL EMERC.VEHICLESIGN PANEL SIGNAL SIGNAL SIGNAL LUMNARE SIGNALS PED.SIGNAL CONTROLLER CAE, NOUN 71NC TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING • y>12' DETECTOR aUD DESIGN AREA 12.0 SO.F 1. NIL 8.0 50.FT 9.0 SO.FT 9.0 SO.F 1.9.0 SO.F 1.3.3 SO.FT 4.0 SOLFT 3.0 SO.F1 4.72 SO.F1. NOTES SIGNAL ARM SLIP JOINT DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. IDS I.S. 75 LB. 210 LB. 80 LB. 200 LB. DESIGN STANDARDS N ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR STIR MURAL SUPPORTS FOR HIGHWAY SIGNS. LUMMAkES AND TRAFFIC SIGNALS IANO ANY END SECTION WITH BASE SECTION •l1H c DRAG COEF,(CO)II 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 AIENDME NTS THERETO). 4' HOLE FORM FKLD DRILLED IMpL( o' BOIL FOR r SOL7 USE A DESIGN WIND VELOCITY OF 90 MPH. O O DESIGN AREA - AREA WITH MAXIMUM NNO LOAD 1904D IS PERPENDICULAR t0 STANDARD. AS SHONNI. • TABLE A DESIGN WEIGHT 1 DEAD LOAD. v-THRU 15, 20- & 25' 30'.35'.40' 6 45' 50-. 55- 6 60- DESIGN ALL TYPE 11) LOWER SHAF IS F����Cl A 30 AND A MOUNTING HEIGHT OF 45'. FELD ASSEMBLEDt1F BOL 1 10 TO ACHEWE A SNUG Z DESIGN ALL TYPE 121 LOWER SHAF IS i A 50' AND A MOUNTING HEIGHT OF 4S'. TIGHI JOINT INN. YTC.PTS. •I!2 a 0 31 •1!20 3 IF 4 •1!20 Y. R 5 •1! 2! } �. Sti 6 OVERLAP NOT LESS $PAw A TIp 1 T W Lli 1/4- ILO UNC - )' •7?5 11 YP. DESIGN ALL TYPE 131 LOWER SHAFTS F A 60' AND A IOUNI ING HE IOHT OF 45'. THAN 2.5 FYI. LENGTH L[wLiN �� PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EOUAL. GALVANLZE AND THREAD 1HE IOP ENO (12' MIN.1. 55' 12.60' 2 Q J 5/8•- II UNC - 2 1/2' A375 ITr d Z Q CALL Q)1 WELDING PROCEDURES,S. SYMBOLS. BASE META) SPECF CAl10N5 AND GRADES PRIOR lO 60' 12.60' S0.00' FABRCAI ION OR APPROVAL. F- lo' - J H W REMOVABLE GALVANIZE HOLE SHAFTS, ARALS. AND ACCESSORKS PER IS' PEDESTRIAN O W Z W 45'(TYP.) A$7Y A177. CAIVANIZE HARDWARE PER A$TY AISJ. •7 • 0 Uj CAP, P _ PUSH BUTTp/ Q 14 1/2' 2" SCHEDULE 40 AS3 PIPE _ . - WHEN SPECF ED nl W Q a. (BREAK SHARP EDGES FOR WRE PROTECTION) 3/4' THREADED SCHEDULE 40- _ o Z C..1 O A53 PPE IBRE AK SHARP EDGES 2 SCHEDULE 40 AS) FPIPEOR c � Z O IBRE AK SHARP EDGES FOR AI Q FOR ■Rf ►ROTECtLpNI WIRE PROIEC/10N1 NI W o • O2 SCHEDULE 40 AS3 PIPE SIGNAL PAST ARM *2 FILER LUMNARE 2'0' Y J,4- y N W () G (TYP. (BREAK SHARP EDGES FOR 1r 1 9 1/2'-l-- 1• WELD HOOK TO POLE ■RE PROTECTION) �L, WST ARM • Q J -� o • SHAFT FOR SUPPORT • • • • • MATERIAL LUYINARE ARM 2- BEVEL ANCHOR BOLL CO W Y �'F}� OF WIRE CLAMP - 3 -� I, 4, S • ON. II GAUGE I PROTRUSION p Q 1 ACE OF CURB- m Q 1/4' PLATE TOP. UPPER 1 112' SCHEDULE 40 A53 PIPE + - •7 - - V1 3/4' PLATE BOTTOM AND SIDESI WTI IDREAK SHARP EDGES FOR Z WIRE PROTECTONI I 6 I/2• 6 112• UPPER 5NA11-� �-- I' PLATE 'll 2- 2 112' YN'1 1 GAUGE 1 2 0' _ 6• o FOR *I;*2* *4, 5 & 6 FOR *7 3 u LUMINAIRE ARM CONNECTION 0 a 1. 4' . 6 112' NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL a` HANDHOIE CAP$ WITH EACH G CLIPPER GROUNO ING • AND COVEN EKCEPI FOR 86.•Cr9 r 10. INOT APPLICABLE 10•I' 9 r 101 NOTE -IUMMA RE ARM AND SIGNAL STRAP BETWEEN CLASS -DO' O _ ARY ARE WI IIE $AI( ANCHOR BOLT, - CONCRE I OL -� 5E CAL PLANE ON THE CONDUIT AND BARE IOLNDAIION SAME SIDE OF tEE POLE. I O���� 9 0 AWG N0.6 GROUND ' LOWER SHAF WIRE 17.6 O _ 1/4' PLATE TOP, •I 2'6• •2 12- AN PLATE ^ D )5'.40' OITOM AND SIDES REMOVABLE CAP 12• 6 45' 6' lJ UPPER SNAP I MOUNT INK 3- 3/4' PI ATE HEIGHT -T 5• '1 8 Of •G Ilyp.REOA f O A36 PLATE } •] •4 2 6 7 1'6 E LONG PACED SIGNAL ARM CONNECTION •s .6 DUALLY sP.cfD \ SIGNAL ARM LOWER SHAFT 13' NO, MIN.7 GAL" SHAFT- MIN.T GAUGE •SAP o • r A ARROW 10 BE LEFT OR RIGHT, � •8 IS ELEVATION AT BOTTOM OF TRAF. O Of M '$ IS* LOWER SHAFT OR BOTH AS REOURED. S.HAL HEADS (FELD MOUNTED) REBAR HOOPS SPACED 4- x 6 1/2' S' x 7 7/4' ALUM94W 0 s� 1 • EOUALLr Al ABOUT Q� S • W Q'IITP.1 - El SIGN,WHITE LETTERS x�r •g 2 ELEVATION AT 807 t0Y OF PEO. 112' Nut HOLDER DER ANET COVER ON WHITE RACK GRCKIND. 2 1 CENTERS FOR GROUNDING I BACK OF CASING SHAPED TO SIGNAL HEADS IF ELU MOUNTED) MIN. • 2 I/2- CLEARANCE F17 CURVATURE OF POLE. MN. •10 15 ELEVATION AT BOTTOM OF USE GRADE 60 REINFORCING STEEL W r A36 PLATE NOTE - A HANDHOLE DETAIL � CONTROLLER CABINET (BAND MOUNTED) TYPICAL FOUNDATION AND A NUT HOt DER is- PROVIDE ARE REOWRED. PROv10E A REMOVABLE OI COVER PLATE WITH J• THREADED SCHEDULE 40 A57 PPE. I 1p'p' v 1 PEDESTRIAN PUSH BUTTON SIGN PR ACTING FROM SHAFT 2-. WITH EACH POLE SHAFT. fD REMOVABLE CAP. BREAK SHARP EDGES 1.- eC,U,R3/4' Pt A1( fOR •Rf PROTECTIpF,NOTE-COVER PLATE DETAIL 1 1 O 0 2IS REOURED. LOWER SHAFT 2'6' ZN4r1TTP, 2A & 3A STANDARDS - •-n4QQ CO TERMINAL 8U)�t8m COM8AR71EN1 W a`F!ZSHAFT TO SHAFT - OW >af�o_ �°mc$eMOUNTING PLATES DETAIL slot : ANCHOR Ba, . 1/4 (7YP ' RECORD Z �Yoq K 0i DAZE S lcwu � V��O" Ill A36 PLATE W f(O In 0.LL BASE DETAIL DRAWINGS TYPICAL ORIENTATION FOR TYPE 2A TYPE 3A S^"1 No PIPE BRACKET MOUNTED SIGNALS E2 of E6 Cop YriONt 0 2007 HKM EnQini-ina Inc, All RipHls Reserved o • o a o WATERTIGHT CONNECTORS q FD a ANCHOR BOLT PATTERN <' c IrERFY BEFORE PLACING ANCHOR 5%TSI • 1YPE5 1,6. 11 A 16 TYPES 2.7, 12 A 17 m "� AO 1/2' z J Y NON-FUSED BREAKAWAY FUSED BREAKAWAY � Z TYPE "P` CABINET TYPE "M" • '-�j IDENTITY DESCRIPTIVE _ CABINET v ' -I y SYMBOL A - N NO. WIRE SIZES a e `W Hy$P A WATERTIGHT CONNECTOR NOTES o t o y= i PROPgE A PLUG AND RECEPTACLE HOUSED N WATER NOTE: NOTE: • LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE RE I14E GR. SYNTHETIC RUBBER CAPABLE a BURIAL Fm PEDESTAL - BETWEEN 6' AND 10" FROM PEDESTAL - BETWEEN 1' AND b' FROM —� a�-- N TIE GRIND. OR INSTALLATION ION N SUNIIGNT. THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. THE HOUSING. SEAL A NL Of 2 SECTIONS. PROVIDES v A tAIERTIGNT SEAL ARQID ill[ CABS[ AND A EXTEND CONDUIT 2' TO A' ABOVE THE EXTEND CONDUIT 2' 70 A- ABOVE THE • T tA1ERTIGHT SEAL BETWEEN THE IWO SECTIONS AT CONCRETE PEDESTAL. CONCRETE PEDESTAL. ` THE POINT S DISCOICONE COMT04.POUND St1PPLT EACH TIT AL ITH 0 4 SUFFICIENT SILICONE COMPOUND TO LUBRICATE IEiµ PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. TYPES 3.8. 13 A 18 g 5 �_¢ MERE NDEATE D. CRIMP A COPPER PN AND A COPPER 0 RECEPTACLE 10 THE CABLE. THE RECEPTACLE IS TO Z m ESTABLISH CONTACT PRESSURE WITH 11E Pm THROUGH < W W 6 T'- 0 THE USE OF A COPPER BERYLLIUM SPRING AND BE 3 ,Q EOUVPED WITH A DISPOSABLE MOUNTING PIN. THE PIN EL Z J Q S TO BE CONSTRUCTED OF AT LEAST HALF-HARD Q • 0 QuJ 7 -Q/D�V FUSED BREAKAWAY MT TRIAL. THE CRIMPING PORTION S TO BE FULLY a W vj y ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED o W Z —l_ N ITS ORIGINAL STATE OF HARDNESS. TIE RECEPTACLE H > O 0 Q B �JE-]'/p--+°- h 10 BE FULLY ANNEALED. THE PN AND RECEPTACLE s Q J ARE 70 LOCK TOGETHER SO THE CONNECTION IS o o TE W Z V 9 ¢ N NEMINIMUMAMEN A MINIMUM FORCE OF ?O POUNDS � n NI ILL! z TENSION Is5 APPLIED TO THEATTACIED CABLESS. Q °' Q Z 10 J. PROVIDE FUSED CONNECTOR ZITS CONTAINING A PAR A O 8 W U H OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR N N W En GRVPING A STANDARD MIDGET FERRULE TYPE FIRE. H m W Y 11 TYPES 4.9. 19 A 19 THE CONTACTS MUST BE FULLY ANNEALED AND n o O < CRIMPED TO BE CRPED TO THE CABLE. - A I Ct ASS 'D' CONCRETE 12 —Q/t? 4 0 COMPLETELY SEAL THE BASE v FOUNDATION + Z N ° OF THE CABINET BY PLAC NG 13 0 v SIT(CONE SEALANT (1E TWEEN r SCHEDULE 80 z A I W ° AND THE IHE BOTTOMOFSTHE N NON-FUSED BREAKAWAY ° ° PLASTIC CONDUIT - 14 ° CARNET I BARE AtG N0. 6 .L A I n a v v v • 15 � ELECTRICAL A SERVICE ° T LA- v 1' YN. 16 <_ ND 10 A•G CONDUCTOR 1TYPI 'tor a I CONCRETE PA 17 TYPES 5. tO. 15 8 20 Y a IB I I ° COPPERWELD GROUND ROD I 1 19 1 20 NON-FUSED NON-BREAKAWAY I GROUND Luc IN 1 F CONTROLLER CABINET MOUNTING POLE BASE ItYPI I XISTING LLNINARE l IT TYPE 2 I r--,IE RESFROMLAMPPULL BOXN OAK STREET.N TO PULL BOX f _- --_________ I I I POLE BASE tTYP I TYPE 3 PULL BOX 12, D I o WATER TOR RECORD m p I CONNFCiORS IIYPI m �N 71S I Z N�Mq pOP DRAWINGS U.,TYPE 2 W a. I PULL BOX W yr0 a ra to TYPE 2 Z C d cg?. PULL BOX - 9.k M•• __________ Z U Z N O K— ___ _ 17 1 W f�m'c x lSIINC LUMNARE LINE CONSISTS OF Sheet No WATERTIGHT CONNECTORS LINE DIAGRAM z' EONOOn WHH 1-IOAtG GROUND E3 AND 2-BANG CONDUCTORS of E6 Cop W;ghl O 2007 HXM Engine ;nq Inc_ All Rights Reserved. o o o. o o m n 0 � o • 'e m e No. B CRWED HIGH CARBON STEEL RECORD YAGI ANTENNA $ o WIRE SPACED AS SHOWN. 6 ONE WAY, _ 5 THE OTHER NAY. u DRAWINGS +++ mao +++++ 36" x I' 0.0. TUBE. U-BOLT a isi�:o C N EXTRUDED ALUMINUM WITH o o �iF� TUBE SEAL FOAM AND • +++++ CAPPED ON BOTTOM 150 OHM) `o m ++++ COAXIAL CABLE 0 v c P p MAST ARM • 0 C L • 3/8' BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS 'Do' CONCRETE OR E.OUAI 8 H I' DIAMETER BEND N Z ELI uj W 2 2• 2- L CABLE GRIP (PROVIDE s 0. Z _J 2 2 2 ARM BAND AND J-HOOK F REOUIRED) • 0 Q Q W I I I I I BUCKLE `a ~ N 2" SKY BRACKET OR p 3 I/Y 1. 'i 1 J 0 L EOUIVALENT U BOLT o W L . I ARM BAND AND IDN— IOL BUCKLE Z U Z 0 I ) REINFORCED CAGE l- I uP a I NO. 16 GALVANIZED f I SIGNAL POLE v' DIAMETER HOLE. BREAK Lu I W Lu Q LOUTS CA EXTENSION in N W fn 3/4' MESH � SHARP EDGES, INSTALL RUBBER S I ROUTE CABLE TO GASKET AND SEAL WITH • CONTROLLER CABINET WATERPROOF SEALANT. H F- m W Q I. 3/8' BRASS HCwD DONN BOLT 1 THEVky CAB ESING STRAIN U ELIEF A STAINLESS °0 0 0 WITH NE%AGONAI. BRASS NUT STEEL WIRE MESH GRIP. vl Z INTERCONNECT ANTENNA MOUNTING 6 TYPE 2-A SIGNAL POLE i 0 a &11OX TROND, NO.6 AWG STUB CONDUIT UAL ABOVE BOTTOM ELECTRICAL BOND. N0.6 AwG \ COPPER OR EOUAL BOX - CONCRETE —3- PULL �{ CONCRETE SIDEWALK OR ASPHALT MINIMUM DIMENSIONS I o o TYPE I TYPE 2 TYPE 3 Yr" z rr L = 19' L 25" L 33" 12- CONCRETE PAD �g _ W = 13' W 16- W = 20- (1 -t I 14' 1 = 10" 1 = 12" tJ STUB CONDUIT 4' TO 6' I D L = 14' I D L = 20- 1 D L = 15. ABOVE BOTTOM OF PULL BOX I D N = 8, I D W = I I" I D N = IS• L ' C L 15' C L 21 C L = 29" 23 2}C W 9' C W = 12 C W = 16" CONDUIT IN PLACE 0 AS REOUIREO CONDUIT N PLACE AS REOuwED NOTE= WHEN REPLACING AN EXISTING 0PULL BOX, ADJUST CONDUIT 0000 Z'i;s "D I.. STUB HEIGHT ACCORDINGLY. I" CLEAN STONE DRAINAGE NO HIGHER I- CLEAN STONE W IL DRAINAGE NO HIGHER Y1 >,02 'p TITAN 2' INSIDE THAN 2' INSIDE 2 m c1.. BOTTOM OF PULL BOX BOTTOM OF PULL BOX — 0 Y w.. PULL BOX INSTALLED IN DIRT PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT t,rZEo Z V O 0 M W�mlLau PULL BOX CONCRETE TYPE 1 , 2 & 3 Sheet No E4 of E6 COpy/iphl 0 2007 HKM EnginI inq Inc. All Riphls Res r. a o • < o r. n o 4 ° m 0 RECORD � S 12D/24° VOLT —NEW ELECTRICAL SERVICE POL $ SERVICE DRAWINGS INSULATED CLEVIS i U AWG NO CIRCUIT BREAKER • N 100 AMP.2 POLE, 1201240 VOLT u DOUBLE THROW SERVICE mgd CIRCUIT BREAKER o f 'Nip1 00 AMP.2 POLE, SINGLE THROW 4x�x • TWISTLOCK TYPE WEATHER HEAD m PHOTO-ELECTRIC ENTRANCE FITTING CONTROL SERVICE RATED v 200 AMP METER PHOTO-ELECTRIC 30' CLASS 4 MAIN CONTROL TREATED TIMBER P POLE � AWG NO. 14 If' STEEL CONDUIT STAND-OFF BRACKETS N Z BARE AWG NO.6 3 OF NO. 14 AWG CIRCUIT BREAKER AE�ER BaSEOR AND CONDUIT. B INEi Q W W GROUND ROD--' 20 AMP,2 POLE. 10 MAx ENERGR N�w1SERv�ET GUIDE • aQ Q Q W SINGLE THROW LIGHTNING ARRESTOR } }_} ° o W Z W AUTO-OFF-MANUAL o W 0 O p CIRCUIT BREAKER SWITCH 6' a J 60 AMP. I POLE ' Q SINGLE THROW 1 ° Z U 20 AMP RELAY p Q Z 2 POLE.SINGLE THROW 2 STEEL CONDUIT nl UJ 2 1 Q AWG N0.6 3' MAX. 3 OFF NO N0.2 AWL 2" RIGID— 8 W U II--: N.E.M.A. TYPE 3R AWG NO. 10 N m W �[ CABINET o 0 TO LUMINAIRES Q SERVICE RATED N Z TO GROUND LUG OF N.E.M.A. TYPE Q 200 AMP DUAL a EACH SIGNAL POLE CABINET METER MAIN p z AWG NU.6 -' n70 VOL TSI— TO SIGNAL 2" CONDUIT BODY AL INEurRAt� a`CONTROLLER I GROUND I • 7' RIGID STEEL CONDUIT 5' MIN. WIRING AS REOUIRED 6' MAX. SIG / LUM SERVICE WIRING DIAGRAM CONDUIT & WIRING 3/4" SCHED. 80 AS REOUIRED PLASTIC CONDUIT I BARE NO.6 AWG SPACING AS NECESSARY TO SUPPORT METER MAIN AND CABINET 3" Min._x T r * ! H 6 6'Yin. q � {� c 5/8" x 8' 0 COPPERWELD GROUND ROD 1 PIPE OR VIDEO CAMRE MANUFACTURER SUPPLIED VIDEO DETECTION CAMER APPROX. EXTENSION ARM 4 FEET c �CLAMP KITIA./��F,( PIPETRO ATKET 0UPPLDIED BRACKET�NUFACTURER SIDE FRONT Im SERVICE ASSEMBLY DETAIL 00C4 MM \ WOOD POLE X-�Mnco„ SIGNAL STANDARD MASTARM Z.0 0o,6 nm4S w It NOTE - LATERAL. POSITION OF VIDEO a mz^o w CAMERA ON SIGNAL POLE MAST r���m INSTALL NEW ELECTRICAL SERVICE POLE Z c u cg? ARM TO BE DETERMINED BY EXT TO EXISTING ELECTRICAL SERVICE — �"E m PERSONNEL FROM THE MDT POLE. REMOVE EXISTING ELECTRICAL z U Z ELECTRICAL DIVISION. Z N�0 0 m _ SERVICE POLE AFTER INSTALLING NEW W fmmau FURNISH ALL MOUNTING HARDWARE VIDEO CAMERA MOUNTING DETAIL SERVICE. SCHEDULE OPERATIONS TO AS PART OF UNIT BID PRICE FOR MINIMIZE THE DURATION OF INTERRUPTION EACH VIDEO DETECTOR. OF SERVICE TO EXISTING LUMINARIES. Sheet No E5 of E6 Copyrght 0 2007 HKM Enpineerinp Inc. All R:pht1 Rex d �- o P64 2 TYPE 3 PULL a o BOXES STACKED Y - CONNECT EXISTING LUM/NA/RE O m TO NEW SERVICE, 00 N07 g / TIE IN EXISTING INTERRUPT SERVICE TO CONDUIT & WIRE SCHEDULE <' o CONDUIT WIRES LUA41NAIRE OVERN/Cgr.. NOTE! ALL CONDUIT IS TO BE SCHEDULE 80 PVC 8 ALL • ._ (LUM/NA/RE L OAK) MULTICONDUCTOR CABLE RUNS ARE TO BE CONTINUOUS FROM CONTROLLER TO PO E STA: 54+02.93 I Y OFFSET. 74.133 LT O 1 1 1 2 inch PVC CONDUIT o N 529391.6400 2 E 1577199.3195 7DC ( I 1 - 12/C ttl4 AWG SIGNAL CABLE Cn PSI TYPE 2 PULL BOX D (2) #10 AWG (ILLUMINATION) • N NEW OVERHEAD 111 #t0 AWG GROUND ED = �i ELECTRICAL SERVICE r---- I I ) VIDEO CABLE o N I I f71 fl 1 111 0 3 f�zo EXISTING OVERHEAD T 1 I S ELECTRICAL SERVICE I I I I (1 ) 2 inch PVC CONDUIT u REMOVE EXISTING 1 I ) 1 2/C #14 AWG SIGNAL CABLE JI t\ \ PULL BOXES\\ #10 AWG (ILLUMINATION) \\> \ A (1 ) - #10 AWG GROUND a / I rI \��\ (1 ) VIDEO CABLE _ _ I \ PROPOSED R/w • YAGI ANTENNA � l I ) - 2 inch PVC CONDUIT EXISTING R/W -- --� USE EXISTING _ H 1tMETAL CONOUITI - -'—�__ (1 ) - 12/C #14 AWG SIGNAL CABLE o t- O #10 AWG GROUND ^ Z } VIDEO CABLE i W g tyj EXISTING R/w (I ) OPTICOM CABLE c IL O Z � W (I 1 2 Inch PVC CONDUIT o W Z 53+00 1 NORTH ROUSE AVENUE (1 ) 12/C #I A AWG SIGNAL CABLE w O 0 0 55 fOG 56+00 5; D tt10 AWG GROUND SI W z 0 Q 4— (I ) - YAGI ANTENNA COAXIAL CABLE € d' Z Z Z �� (I ) - OPTICOM CABLE '^ W r. a a O ® 8 Fn W Z F © (1 ) 2 inch PVC CONDUIT • = O -3 N (I 1 - 12/C #14 AWG SIGNAL CABLEIr o m J Q �1_t — E l21 #10 AWG (ILLUMINATION) a O EXISTING R/w TYPEP X \ Z(1 1 VIDEO CABLEOUND 3 0 J \ - \ I/! PB2 TYPE 2 PULL BOX Z Fii / II EXISTING R/w (2) 2 inch PVC CONDUIT Z l� ) (2) 12/C #14 AWG SIGNAL CABLE a` D (21 #10 AWG (ILLUMINATION) • (1 ) tt10 AWG GROUND 12) VIDEO CABLE PROPOSED R/w 11 ) OPTICOM CABLE PROPOSED R/w ------------ ---- ( (I 1 = 3-inch-EXISTING_ _ __M_ETA_L_CON[ILYT —r ,own 111 12/C tt14 AWG SIGNAL CABLE D 121 #10 AWG (ILLUMINATION) pD (1 ) - #10 AWG GROUND x (1 ) VIDEO CABLE C7 r` S (1 ) 2 inch PVC CONDUIT Cn . � D t3) - tt6 AWG (SIGNAL CONTROLLER) * o fm H t2) #10 AWG (ILLUMINATION) on -I (1 ) #10 AWG GROUND (2) 3 inch PVC CONDUIT SIGNAL INDICATION _ SIGNAL PHASE DIAGRAM [RECORD ( ) 12/C #14 AWG SIGNAL CABLE Dt3> - ti6 AWG (SIGNAL CONTROLLER) 1 13) VIDEO CABLE R ;�. LED " L[0 [ LED DRAWINGS (I ) - YAGI ANTENNA COAXIAL CABLE ID Y [ K�IRMa Y . .Ea9plz., (21 OPTICONM CABLE In G 12 LEo C Q_LED (, r LEo 2 3 4 �I'LED ']'l[D > �f a 4 rEll-E—f. Kllo. mt. /l- • E I9 ON �— 1 2 4 5 NOT USED NOT OVO z 6 B 9 0 0 POSE SCHEDULE lu POLE OFFSET TYPE POLE FOUNDATION FOUNDATION P DESTRIAN PUSH 60TTONSIGNAL LUMINAIRE LUMINAIRE LUMINAIRE Z I m�-�- - 5 g _ •.• . ._.-. Ei NO. TYPE STATION POLE) BASE DIA_ X DEPTH TOP ELEVATION LEFT ARROW RIGHT ARROW MAST ARM MAST ARM HEIGHT TYPE c Z m 1O 3-A-500-4 54+91.39 51.15 it L ANCHOR 2'6' x B 5' 4755.69 -- -- -- -- 30.00 It 15.00 Il 40.00 1t 200 WATT Z uo o-a NOT USED w MDR maLL ::L 8 WOWED tED O 3-A-900-5 54+97 71 36.38 It R ANCHOR 2'6" X 9-0' 4755.72 -- -- -- -- 35.00 It 15,00 It 40.00 It 200 WATT „ ♦ O� 2-A-500-1 54+26,29 38.04 It R ANCHOR 2'6' X 8.5' 4756.20 -- -- -- -- 15.00 fl -- -- -- -- -- -- Sheet No —' O 2-A-900-8 I 53+94.38 54.59 It L ANCHOR 3V X 12.0' 4755.97 -- -- -- -- 50.00 It -- -- -- -- E6 �C Permissive Left Turn of E6 Copyright 0 2007 HKM Engineerinq Inc. All Riqhts Reserved