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HomeMy WebLinkAboutDurston Road Reconstruction - North 7th to North 19 Ave - 2007 - Electrical - Signs - Striping SYMBOL LEGEND RED &GREEN INDICATIONS TO BE LED' - CONDUIT SCHEDULE NUMBER OF - CONDUCTORS & va EsT7 EQUIVALENT TO DIALIGHT OR CITY 12" SYMBOL O SINGLE UNIT Run N..d' ,y,yyy� OW FBI (oPk.. Is...) PECJ IL-Renal Po42d Pa�'.d P0.1eNml N� -o � ■PB PULL BOX APPROVED EQUAL e, Ca ft 91u Met.Ll Izc 414 Te i16 E.ax 2c aw s.aN x#14 ae IN 2.#12 .Mdx..d CLAM SHELL MOUNT D•" MMa4 2-aa 2-M 2-HD IDIALIGHT 430-6473-001 +•2 ,110 o m SIGNAL POLE, BASE & MAST ARMS B° Backpate (TYP.) O OR CITY APPROVED A 4 2• Rigid Edst •4 •4 •4 *2 .•.4 •1 •1 L 12" EQUAL) R B 4 2• Rigid E*L •4 •4 •3 •1 •1 •••4 •t •2 n -+� VEHICLE SIGNAL INDICATION LED LJJ a o 12" 12" > c 2 r Rigid F 1t •1 '1 •t '1 •••1 •1 • ,� PEDESTRIAN SIGNAL INDICATOR LED R LED R 12" Q D 3 2' Rigid Exist *2 •2 •2 **•3 .1 •••t S INCAN. Y EXIST. CURB & EXIST. CURB & - NEW LUMINAIRE ON SIGNAL STD. LED �� LED GUTTER GUTTER E 2 2' Rigid Exist •1 •1 •1 .••2 •t ..1 ¢ 12" 12" 1 2„ = F 1 Y Rigid Exist. •1 •1 •1 •1 NCAN „*1 . O SIGNAL POLE NUMBER Y INCAN. Y LED O G 1 114'• Rigid EI •••2 o 0 L!) O2 VEHICLE IND. REFERENCE N0. 12" 12" USE AS IS H 1 Y Rigid ExYt PEDESTRIAN IND. REFERENCE N0. •1 '1 •1 '1 •1 L LED LED I2^ 21 22 EXIST. SIDEWALK J 1 2• Rigid Ew.t *1 •1 •1 •1 •1 •1 RigidO • - - '-^w ---- NEW CONDUIT & WIRE USE AS IS REMOVE NEW 23 24 EXIST. SIDEWALK Z X 1 L 1 Y YC RgiE EK4L •1 •1 •1 +1 •, •, •, ••1 '1 Y Z �za t -:o- EMERGENCY PREEMPTION DETECTOR OOOO OO OO 25 2B Qao PPB�L RED. PUSH BUTTON (LT. OR RT. ARROW D I G H T 430-6370-00I OR CITY APPROVED EQUAL GREEN / YELLOW PEDESTRIAN • - ~ SIGNAL INDICATIONS INDICATIONS I USE AS IS LEGEND ♦EXIST. CABLE CONTROLLER ii ii ¢ EXIST. LOOP OR CONDUCTOR FI �I SIGNAL & PEDESTRIAN INDICATIONS DETECTORS REUSE CABLE OR CONDUCTOR O J �Al NEW CABLE ELEC. EXISTING SIGNAL CONTROLLER OR coNDucroR SERVICE _`- Ic a r 76 TYPE "P" CABINET & L� \B • CONCRETE PEDESTAL 1. 70 S- ADJUST EXIST. EXIST. VEHICLE SIGNAL i o O_ ui INDICATION J TYPE 3 CONC. I _J _J 0 > CURB & GUTTER MODIFY EXISTING PULL BOX TO GRADE (TYP. ) NEW j Q TYPE "C" ELECTRICAL D LIGHTING . Z) Q Z = SERVICE (SEE SHT. NO E-11 ) ADJUST EXIST. o _J J E CONDUIT Z g WAOILOOPS CENTERED IN LANE (TYP.) NEW UNDERGROUND POWER - "'F_� F TYPE 2 CONIC. 1 �•) o Z Q d (UNLESS NOTED OTHERWISE) �I I m PULL BOX TO GRADE — — — --------�-------- — — BY POWER COMPANY I ' G� O O O ADJUST EXIST. 22 DR/W �` �p o LU z Z ABANDON EXIST. -� - H LILI cc 2 0 TYPE 3 CONC. V TYPICAL LOOP LOCATIONS SERVICE UNDERGROUND PULL BOX TO GRADE A O I O y Z - ob L. N x R/W ` --- V iiii o Q _--- = 3 23 LILT O C LL it -------- - J' �, a OC LU - ------------ ---- -------- - PPB—RR O 0 © CONDUIT RUN DESIGNATIONS 9t Z m ¢ o PPB-L-L NEW CURB & NEW SIDEWALK I ~ NEW CURB & NEW SIDEWALK STA. 22+71.5 21 STA. 24+12.2 GUTTER m �/J cc DURSTON RD. GUTTER 0 m Oa+ z To WB-L2 2s+oo 22+00 � NEW LUMINA IRE (TYP. No LOOPS CONTROLLER ER CABINET EB-L2 EB-LIF a �Q � z w8-LI WE sERIEs NEW CURB & \ a VEHICLE NEW CURB & DURSTON RD. NEW SIDEWALK + 28 PPB—LL a 25 IND. NUM. (TYP. ) GUTTER o o a...1: o a1...1s GUTTER V �, PPB-R o-3 ' oax 3 5 o gw.Ws o Ow..l+ — — — — — • ----------- ----- 58�1,58�2 �� 0 1L..Wt o a..rt 1 O n O nlunui„ se-TRI,SB-TR2 o ax..ra ci ax..w2 ADJUST EXIST. o ADJUST EXIST. N*q o a«.xwa o ax..ra TYPE 2 CONC. - TYPE 2 CONIC. _ _ R/W O < °�•O•,••..•„N,q'';, o axe...l4 Z o TA...14 6 R/W PULL BOX TO GRADE O O PULL BOX TO GRADE° o 26 _ • I I 3 :' N>BERK-il o Or..11 o 4N..w1 NEW SIDEWALK NB-LI NB-TRI `19a o C..d2 o aa..r2 EXIST. 27 H NEW LIGHTING CONDUIT ;o• 9ogw.Yao Cbl..Ya PEDESTRIAN ADJUST EXIST. (TYP. ) 4 E �\ tp EB�1,EB�2 o a..w4 3 0 ox..wb 7 INDICATION (TYP. ) PTYPE ULL 1 CO TO GRADE NOTE NA1.'`�•�\ 00 I. DO NOT DISTURB EXISTING a_ '� PEDESTRIAN INDICATION NB L2 ' - "` rr) I NB-TRz SIGNAL CONDUITS. N- NUMBER (TYP. I r� to SERIEa o4a..ra oa 4 I 2. ADJUST EXISTING PULL BOXES o NB11,NB-L2 o a..Nb o as.Nb NB-TRI,NB-TR2 REMOVE & SALVAGE STA. 23+54. 1 EXISTING MICROWAVE 70.5 RT. TO GRADE AS REQUIRED. Go v DETECTOR UNIT & — M LOOP AMPLIFIERS DETECTOR CABLE 3. SEE SHEET NO. S-2 & S-3 FOR Im.a U) xx SIGNING & STRIPING DETAILS. In LL LOOP DETECTOR WIRING SCHEMATIC c Lo Lo Cn NEW 6' x10' LOOP ° 4. SEE SHEET NO. E-6 FOR STREET o M Q' DETECTORS (TYP. I LIGHTING DETAILS. I N 1- co PHASE DIAGRAM I 20 W .°' z 0 Lo rn`o .,--R/W 5. OPERATIONAL CHANGES ARE s��IP t�Pl 5 too ASSOCIATED WITH THESE IMPROVEMENTS. m N O -_ o 2C7C-4a: PPB i R/W---_ EXIST. CURB & 6. INSTALL 7c #14 CABLE IN EXISTING MAST 1 Uj ° GUTTER ARMS - POLE NO. I & 3 FOR NEW I NOT " " > INDICATIONS. ►� USED L Q RECORD DRAWING �A TMARVINDn&onAs5/ocIATEB EXIST. CURB & = P 9 co PPB 4�PPB FEB GUTTER 1300 North Tianstach Way PH:(406)655-4550 Z O CTO B E R 2 007 Billings,Montana 59102 FAX:(406)655 1991 - m 1 0 2 0 3 0 4 EXIST. SIDEWALK-,_,., 0 c / w z o *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE Z PPB��PPB Pole Son Pole Signal Signal Head Emergency Lumin. Red. Top of Pole Foundation Lumin. - PPB on Offset Mast Distance From Preempt Mast Push Mount Notes 0 A No. Duraton Type Length Pole on Mast Detect Length Buttons Base Elm Dia. Depth Height --- NOT 1O 23+06.2 35.0'LT 2A 35' 34.5-22.5' 32.5' N 2 Existing N N N w USED t O2 23+75.1 34.8 LT 2A 35' 34.5-22.5' 32.5' 2 Existing Sheet No. UT NOTE: --- ppg THEE CONTRACTOR IS RESPONSIBLE FOR O3 23+68.4 35.0'RT 3A 35' 34.5'-22.5' - 15' 2 Existing - - 35' LOCATING ALL UTILRIES PRIOR TO EXCAVATION. CONTACT THE UTILITY LOCATION SERVICE AT I ® 23+11.8 1 37.2'RT 3A 30' 29.5'-17.5' - 15' 2 Existing - - 35' E-1 7-8W-424-SE65 TO LOCATE UNDERGROUND UTILITIES. S 0 6 0 0 B �-SEE DETAIL SHEETS of 17 Copyright cn 2006 HKM Engineering Inc., All Rights Reserved. ❑ ❑ (� N I N T7 N > I o I m + Q I + n + R/W 0 o 2 I o ❑ LA j R/W o N Y U Z I IS I z USEII EXIST S LOOP EXIST. CURB & EXIST. CURB & I DETECTORS GUTTER �a GUTTER (TYP. ) z N3N EXIST. EX IS o Fozo I S DEWALK ---- -- SIDEWALK 10 0 10 20 0 0 I I - BLDG. I I Ii scale feet M II I V a J L_ __Ij II I EXIST. SIGNAL---------. 0 PAVEMENT CUT LINEE CONTROLLER R/W % R/W I I J Z o O 1 1 1 III R/W U Q II EXIST. SIGNAL & I' Q o=c Q = LIGHTING SERVICE cal `i �1---- o z a R/W II i" i O Z Q Ci ------------ w NEW SIDEWALK ( - -------------------- ------- -- ---- J— ----- --- -- ---- ---- — — — - ----- --------- a z urlr CC — --OTiP------ ----_- ------- — — -- -- — `---- ----------- o p z NEW SIDEWALK i TEL 0 Q Qzi EXIST. SIGNAL N OC O w p PULL BOX TYP. ) EXISTING SIGNAL NEW CURB & DURSTON RD. p STANDARD (TYP. m I ) NEW CURB & I I � GUTTER � H GUTTER I ! I N to m --——L- ————----————--———— —L--- ---L------ --— 2"GAS------L= —� — N p p ------- — ----------- AS — ----------- ------ 8 �AT�----------------- ----------J— ------15 SAN--- --- --�--- --------- --- —i----- p 11 o I _ -----"I--' _ Wp,T NEW LOOP i EXISTING SIGNAL _ DETECTORS NEW CURB & DURSTON IRD. CONDUIT (TYP. NEW CURB & ) ----- — GUTTER -- (TYP. ) GUTTER — ----- ----T --- — --- ——————— --------------TT------- -- oit 4 aoei" --------------------------------------- 00 BIpNAL E3` NEW SIDEWALK 1b NEW SIDEWALK O c o (0 CD El O I R/W w ci my co NEW LIGHTING R/W --' - NEW LIGHTING �.a cn M CONDUIT I - --r'' -----;" CONDUIT o 6 m o LL t cn oo of a1 (D M In rn EXIST. SIGNAL STANDARD 3Im o c ty H POLE BASE (TYP. ) M x -- --� LI-- -I LU °' z m LO rn R/W mNp � o R/W --- x c7 04 LEGEND - ' I I � _ UTILITY NOTE: WAT WATER MAIN i i THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. SAN SANITARY SEWER MAIN 'I CONTACT THE UTILITY LOCATION SERVICE AT LI--- 1 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. STM STORM DRAIN MAIN -- - FZ GAS GAS MAIN LLI EXIST. CURB & PAVEMENT GUTTER EXISTING POWER POLE CUT LINE > w O EXISTING MANHOLE j Q RECORD DRAWING z EXIST. CURB & EXISTING WATER VALVE GUTTER LO OCTOBER, 2007 w EXISTING STORM DRAIN INLET EXIST. I � I Sheet No. SIDEWALK I I O �� MARVIN & ASSOCIATES z Traffic,Transportation & Civil Engineers A E-2 1300 North Transtech Way PH:(406)655 1550 Bigings,Montana 59102 FAX.(406)655 1991 of 17 Copyright cn 2006 HKM Engineering Inc., All Rights Reserved. SYMBOL LEGEND CONDUIT SCHEDULE NUMBER of AM wxnxTaRs m wREs o 5" B— Dlgte (TYP.7 Run No. of Install. IPed PBI (GDticom) (P.E.C.) (Loop (Controller (Lights (Ground) ■P8 PULL Box EXIST. TYPE I Desig. Conduits size Notarial Method 12,#14 lc#14 50#14 Lem, Pover7 Power) Green Ilnterconl T METAL PULL 3c#I4 3c#14 3c#14 Jacketed 6Dr. -#19 zc#12 z-#a z-#e ttlo SIGNAL POLE, BASE & MAST ARMS DONT BOX m WALK A I I" Rigid Exist. ♦I a �I► VEHICLE SIGNAL INDICATION 12" O 12" R ". LLI LEGEND B 1 1" Rigid Exist. *I < r WALK > #EXIST. CABLE C I 2" Rigid Exist. • • o PEDESTRIAN SIGNAL INDICATOR Y O Q OR CONDUCTOR z, •� a.. a„ 8"I D I 2" RIgId Exist. — NEW LUMINAIRE ON SIGNAL STD. 21 22 E 1 2" Rigid Exist. * I m m O SIGNAL POLE NUMBER a © R © R 23 24 O F 1 2" Rigid Exist. * I m G I I" Rigid Exist. e z O2 VEHICLE IND. REFERENCE NO. 12" O 25 26 — ---, H I I" Rigid Exist. i PEDESTRIAN IND. REFERENCE N0. OO OO — -- --- J I" Rigid Exist. ---- NEW CONDUIT & WIRE OO ©® a SB-TRL2 Z K o I" Rigid Exist. • i< x m 1 w L 1 2" Rigid Exist. ? NaN G EMERGENCY PREEMPTION DETECTOR 1 N BANK o PEDESTRIAN i < I BLDG. o < ��oo PPB�L RED. PUSH BUTTON (LT. OR RT. ARROW R/W >_ 3 SIGNAL INDICATIONS INDICATIONS 1 .Z o r Q • SIGNAL & PEDESTRIAN INDICATIONS �� hh w� r-----� m R/W �--�----'- I m I K\ ! � 20' EXIST. SIDEWALK O\ i t----"� O o I 2 , �________ 'a i--------- I PLNTR. SIGN , 1 BASE `,` 1 �T Z CURB & GUTTER 1 I w — p��0 � o 0 Z N ELEC. A ri , /C F s � CP + SERVICE \ `✓ D , ze Q 6'x10'LOOPS CENTERED IN LANE (TYP.) EXIST. CURB & i o + O -`-- ``` --_--� (UNLESS NOTED OTHERWISE) GUTTER i V) O O O H ,L + � Z 1 Z- _7a' E o Q Q_ n f� O L_____J i o Z Z J TYPICAL LOOP LOCATIONS `O ,� V I�> CONTROLLER p Q z + EXIST. TYPE I x� x STATUE �J o LU Z O METAL PULL BOX I SB TRLI wV O w C7 Z � 0 -- Q R/W NEW CURB & 2 /——I — —— ——1 R/W L-----J Cl < UDC NEW LIGHTING CONDUIT o GUTTER n o LU LL EXIST. Exls sIDEw LK CONDUIT RUN DESIGNATIONS Z m < O VEHICLE SIGNAL 0 (1) — — — — — — INDICATION F- DC (TYP. ) (5 © °N (A EXIST. TYPE 1 NEW SIDEWALK �I VEHICLE al 24 METAL PULL BOX 23 O IND. NUM. _ — 0 3 (TYP. ) — EXIST. CURB & z — r I �— WB-TRLI EXIST. LOOP o ABANDON EXIST. PEACH ST. GUTTER LOOP DETECTORS O DETECTORS (TYP. ) — N e DURSTON RD. 22 25 L �1PPB-L ® EXIST. SIDEWALK NEW SIDEWALK O PPB—LL O1 26 _ oNTAN°', 1 EXIST. TYPE 1 e�i�',•' •.9" ---"- METAL PULL R/W �y R/W SIGN POST BOX BLDG. -1. "r NEW CURB & 21 r---- -- NOTE ?W GUTTER L-- ---- 1. DO NOT DISTURB EXISTING 00 NB-TRLI O•�• 4 M SIGNAL CONDUITS & CONDUCTORS. zo 0 20 ao REMOVE EXIST. TYPE I -- z CD S—3 METAL PULL Box o Y 2. SEE SHEET NO. S-6 FOR scale feet OIL ~ O cD USE AS IS a Q SIGNING & STRIPING DETAILS. CD WOOD POLE & I " w � O SIGNAL SERVICE ASSEMBLY z Z . R/W 3. SEE SHEET NO. E- 1 0 FOR STREET e c a oo za 6G LIGHTING DETAILS. rn = P X EXISTING POLE MOUNT a tl ~ _ o < SIGNAL CONTROLLER o �� X 3. NO OPERATIONAL CHANGES ARE d 00 (n OD rn m z wui w PLNTR• ASSOCIATED WITH THESE IMPROVEMENTS. 3 `O cMp a a z SIGN CONC. •I IN 2 I R/W POST CURB ly a) CM Xp N V) -L•' Z Ib MID w Sc'o SIGN a I a UTILITY NOTE: �� MARVIN & ASSOCIATES = `" m BASE . La— 1 THE CONTRACTOR IS RESPONSIBLE FOR I H 0 LOCATING ALL UTILITIES PRIOR TO EXCAVATION. Traffic,Transportation & CiviiEngineers N W w ( CONTACT THE UTILITY LOCATION SERVICE AT BLOCK X i WAL 48W-424"5555 TO LOCATE UNDERGROUND UTILITIES. 1300 North TlanSt2Ch Way PH;(406)655 1550 LLI i Billings,Montana 59102 FAX:(406)655-0991 EXIST. TYPE I ED METAL PULL BOX EXIST. CURB & — GUTTER Q r----- *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE z L---- STATION SIGNAL SIGNAL HEAD EMERGENCY LUMINAIRE RED. LUMINAIRE NB-TRL2 POLE POLE TOP OF POLE FOUNDATION EXIST. SIDEWALK = NO. ON OFFSET TYPE MAST DISTANCE FROM PREEMPT MAST PUSH BASE ELEV. MOUNTING NOTES DURSTON ARM POLE ON MAST ARM DETECTOR ARM BUTTONS DIA. DEPTH HEIGHT w Ol 49+83.2 39.0' RT 2A 30' 44.5'-32.5' 2 EXISTING Z LD Z 2O 49+65.8 31.2' LT 2A 25' 44.5'-32.5'-20.5' - - I EXISTING - - - Z 3O 50+79.6 31.6' LT 2A 30' 49.5'-37.5'-25.5' - - I EXISTING - - w RECORD DRAWING � 50+91.0 21.4' RT 2A 15' 49.5' 37.5'-25.5' - 2 EXISTING ^• ^• - LSheet No. OCTOBER, 2007 E-3 - SEE DETAIL SHEETS 17 Copyright @ 2006 HKM Engineering Inc., All Rights Reserved. + LJ o I Q PLNTR. SIGN BASE < o I N— BLDG. II U Z EXIST. CURB & — g GUTTER EXIST. CURB & O I o C. 0.Lu GUTTER I + N EXIST. Y z aN ' a SIDEWALK e �� EXIST. I I 3 � 0 SIDEWALK I Xoz 0L0 3 OI Q 10 0 10 20 • � w O scale feetR/W � +O - m O I R/W O I II STATUE I I EXIST. SIGNAL ___ PULL BOX (TYP. ) ---�------- EXIST. SIGNAL STANDARD o z POLE BASE (TYP. ) o O LLI I I --1 R/W u � NEW LIGHTING CONDUT NEW LUMINAIRE i m Z H o o z z O Oz go _ I o w 0 a z -----_I____--- NEW SIDEWALK I EXIST. m SIDEWALK z ClZ I Q— o Q J 0 EXISTING SIGNAL o jrN z STANDARD (TYP. ) z O O NEW CURB & PAVEMENT CUT t — I EXIST. CURB & N O m co GUTTER LINE GUTTER PEACH ST. i o I /, z S ———— —————————————————————————————— r > L—, ---- o ___ ------- 12' SAN ----- o ----- -- — — II �� EXIST. CURB & DURSTON RD. I I I I GUTTER NEW CURB & I GUTTER 1 I '�oNT.A'?' ----- ------------------- — I I rtoBw — ��L—J I EXIST. SIGNAL EXIST. --�G+---------1 I CONDUIT (TYP. ) SIDEWALK "' t�_•\ e,... c00 CD ` , I ------- O LD NEW SIDEWALK 1 ___------ c cD -" - --F o^ o R/W ci rn tU t" v EXIST. SIGNAL _ _------- `a X SERVICE o SIGN a'5 U) o < II ------------r--- POST BI 0 m in oo rn C' R/W I I I----------------� -- — o e 3 `a M EXIST. SIGNAL ----- IL— -- ----------� N M 2 � CONTROLLER I C" x I I0 to cD LEGEND I Exlsr. Loop I C N C5 o WAT WATER MAIN EXIST. 1 I DETECTORS I R/W 2 C7 Nam LUMINAIRE I I (TYP. ) I SAN SANITARY SEWER MAIN R/W (TYP. ) I I STM STORM DRAIN MAIN 1 EXIST. CURB & , UTILITY NOTE: I I GUTTER THE CONTRACTOR IS RESPONSIBLE FOR GAS GAS MAIN I I LOCATING ALL UTILITIES PRIOR TO EXCAVATION. ■ CONTACT THE UTILITY LOCATION SERVICE AT 0 EXISTING POWER POLE II EXIST. 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. z SIDEWALK - EXISTING MANHOLE EXIST. CURB & II LLI I GUTTER -- -- �-- IX EXISTING WATER VALVE I o I > 1 w EXIST. I L'i I Q z ------------------ z EXISTING STORM DRAIN INLET SIDEWALK I I � � I < �Q ^ I o D N \e Sheet No. RECORD DRAWING III w� I °z , LIV IAA MARVIN at ASSOCIATES 1 � Traffic,Transportation & Civil Engineers E-4 OCTOBER 2007 - 1300 North Transtech Way PH:(406)656-4550 Billings,Montana 59102 FAX:(406/655 1991 Copyright e 2006 HKM Engineering Inc., All Rights Reserved. NEW CURB & --------- ----- o ,wL ------------- --- ,n GUTTER - BY � n o NOTE' R/w j 'ill- -, ; OTHERS Iq; I Q a m I . SEE SHEET NO. E- 11 & 12 FOR LUMINAIRE WIRING DIAGRAMS, + R/W L O HOUSE a I O = In ; + a o 2, SEE SHEET NO. E- 1 0 FOR POLE AND PULL BOX SCHEDULES. i rn ;;,, ! o X <_ R/W W I Z DRIVE I J U z o R/W I --------------------_----------------- EXISTING -1- I i `.,% � `. I ---- EW SIDEWALK I v • ---------------------NEW SIDEWALK - BY OTHERS-------Cl-- z _- SIGNAL STD. M ----- R/w Q w -----®®-------------------------- 3== - - I J____________ y" NaN C� ' Z ____L-___________ -!_ -------=-=------ RELOCATED __ � NEW CURB NEW CURB & i �_________ -_-_-_-_- I BY OTHERS GUTTER 3 oHP GUTTER - BY EXISTING CURB & I I I L o _______- I OHP oi�o OTHERS ------------------------------------ GUTTER I oHP oHP I -OHP I � • LLz ---I ---- I DURSTON RD. j IJ I N OHP o_______ 1 — ——————— ——— I 2"GAS--- — — NEW RASIED _ T ---------1`— �I—.—I5"SAN-- —I-- ------- I '' -- --- 2°GAS------ _ -------- ----- '_ � �15'�SAN I ill) MEDIAN - —15"SAN——— — — — DURSTON RD. BY OTHERS ------_- — I I �l REMOVE EXISTING -----------------15°SAN--- -- I ; O NEW LUMINAIRE NEW CURB & I� I LUMINAIRE — — (TYP. ) GUTTER -_-- BY OTHERS o Z NEW CURB & GUTTER BY I --r- -------- -----�- WAT---------- o O ------ ----- --- OTHERS 'war------ I _ -- --- - I (NEW CURB & I i L_- ZD CD O 10 -P" -- a IGU — — — — — ---------_10"WAT------- ______—_ TTER - BY — — — — — 0 0 _— -- I V % --- -- - - I (OTHERS 1 NEW SIDEWALK Q + --- NEW SIDEWALK - BY OTHERS I HE + Z __----- o ---- I o Z Q HE Z CHIP (I OHP R/W DRIVE I • Z Q O o 0 I a I L) p a R/W NEW CURB & nl �I i _N_ o W O O GUTTER - BY Z Z OTHERS I I z O Z O EXISTING CURB & ' I I I t HOUSE o Q = Q CCD D 3 ; I ' 3 A W? LU �_ + I Y I Q I it _ O J O 3 I = I R/W I O m H o l t— I N CONDUIT & WIRE R/W _r' _ I------ I w °C SCHEDULE z i EXISTING CURB & 0 H I O I GUTTER 20 0 20 40 a INSTALL NEW II/2" SCH. 80 PVC CONDUIT (TRENCH) x2 NEW OF AING Z z I NEW OF GREENOJACKETEDUAWGRNO.(LIGHTING) O(CONDUCTOR (GROUND) scale feet o INSTALL NEW III/2" RIGID CONDUIT (TRENCH) CA I LP O B 2 NEW of AWG No. 8 CONDUCTOR (LIGHTING) + I + + UTILITY NOTE: I NEW OF GREEN JACKETED AWG N0. 10 CONDUCTOR (GROUND) O I O O THE CONTRACTOR IS RESPONSIBLE FOR O O O LOCATING ALL UTILITIES PRIOR TO EXCAVATION. CONTACT THE UTILITY LOCATION SERVICE AT , 0N?4N'%, 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. 00 01) REMOVE EXISTING Cn or II REMOVE EXISTING LUMINAIREBY DTHERS LUMINAIRE NEW CURB & I I NEW CURB & I - BY OTHERS o GUTTER R/W O co I GUTTER - n O R/W Ci C7) (D 00 r— -- W C C t. M \ I _ Z a : I X W NEW SIDEWALK -I�.T ----- -- - ------- _ 01= V) ^O LQL -- -.T L------- ------- -_-- - J C Z ____ _ --------- -- — - °° ' J I ---TEL------ --------TEL---------- --- I = •N f/) 00 O C' --TEL---- TLO EL- --------- p a --- -TEL-G=---------_ -TEL------. -- 2"GA IS SA -rTEL-------- 2�GAS --- Ni ~ M U r---o� --- -1 2"GAS------------------------- -- ------------------- Q C x H f0 _ � � N �2'GAS—L---------- -------- G—�� ------- —IS'SAN--------- CO 0 -- ---- I Y Z m rn� �— —�— — —IS"SAN----—/ �\ ———————————— — — — — REMOVE EXISTING DURSTON RD. I CDY CCU N o :� o e O — -� --- ---�/ ---IoIwAT--\ O -- NTWPLUMINAIRE --------- -- LUMINAIRE---- O- A -- I + 2 C7 N d m 00 2 DURSTON RD. \ 1D'WAT— BY OTHERS AT— + -I-—-- -- 1r I to N NEW SIDEWALK NEW SIDEWALK NEW SIDEWALK 1 oCD } G -N- NEW CURB & Y O NEW CURB & DRIVE ° R/W I Z GUTTER R/W B GUTTER o a l a l NEW CURB & I - A i DRIVE A a "' O R/W A GUTTER I w DHOUSEB d RECORD DRAWING z CONCRETE � � NEW CONCR HousE TYPE I PULL BOX ? LLI HOUSE --,�� Q N oRi NEW CONCRETE OCTO B E R, 2007 z o TYPE I PULL BOX O w = RELOCATE EXISTING LUMINAIRE 2.5' R/W o - BEHIND NEW CURB - BY OTHERS ti Sheet No. 20 0 20 40 R/W �1k, MARVIN & ASSOCIATES O EXISTING CURB & Traffic,Transportation & Civil Engineers C_G scale feet EXISTING CURB & Z GUTTER ` J 1300 North Transtech Way PH:(406J 655-0550 GUTTER Billings,Montana 59102 FAX:(406)655-4991 ,.,p 17 Copyright n 2006 HKM Engineering Inc., All Rights Reserved. L NOTE, + 1 . SEE SHEET N0, E- 1 FOR DURSTON RD. & HOUSE o NO. 15TH AVE, INTERSECTION DETAILS. o Ln n II z 2. SEE SHEET N0, E- 1 1 & 12 FOR LUMINAIRE WIRING DIAGRAMS. i I I I o 3. SEE SHEET N0, E- 10 FOR POLE AND PULL BOX SCHEDULES, I I I I O O Y O II I I °'oP NEW CURB & o NEW CURB & of • _ -�w R/W GUTTER GUTTER WI I o o I = ¢ ° r w I I R/W <I I z Nam w l I I I ° I 3 z <' I <� �'oo I T W 3 HP NEW SIDEWALK Z L - F I OHP OHP TEL J • W r LUMINAIRE - BY OTHERS 2 Z --- TEL_____________TEL______ EL---- REMOVE EXISTING I = TEL---------- J I I I L -------------- + "dns_______a U I I ------------- 2'GAS----- ----- J_--------- C o, = L_ L------------2"GAS--------------------- ------L---------------Is'sAN---- �I CQ U ---�-- -- —I5"SAN---------- - I NEW LUMINAIRE DURSTON RD. I o • REMOVE EXISTING Fj (TYP. ) l 0 Z ---�— -- --------- -----_—_— LUMINAIRE - BY OTHERS __ 0„ _—_ o"war-- _ + o O — --DURSTON RD. -- __L= N _ o I _ _ --- ---- wAT-- _ -� to"WAT-------------- O O --- ------ N ————————— ———————————————————————————— —— o U _ — — — — — — — — — — — — — — — — c� O NEW SIDEWALK H Q + Q I NEW SIDEWALK �I Cl) ZQ Z N NEW CURB (q — R/W GUTTER DRIVE o B A �YI7I! • O J 3 B A a —N — U p CL c~n o NEW CURB & Y 1 I wCC : C7 p o GUTTER W I z p Z Z_ w > o02 Q Q o HOUSE —— HOUSE Q it W C7 1 DRIVE NEW CONCRETE z —I o N J TYPE I PULL BOX - ZO m Q z R/W w cn cn 1 n x RELOCATE EXISTING LUMINAIRE 2.5' °N R/W BEHIND NEW CURB - BY OTHERS O Z) O " Z 20 0 20 40 �' p z EXISTING CURB & I EXISTING CURB & o GUTTER GUTTER scale feet z 0 uj 0 o CONDUIT & WIRE + + + I Q =13I • SCHEDULE O O O I O Q O OR IS RESPONSIBLE FORINSTALL NEW II/2" SCH. 80 PVC CONDUIT (TRENCH) UTILITIES PRIOR TO EXCAVATION.UTILITY LOCATION SERVICE AT o2 NEW OF AWG NO. 8 CONDUCTOR (LIGHTING) I - 55 TO LOCATE UNDERGROUND UTILITIES.I NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) IMODIFY EXISTING I =e ■_ INSTALL NEW 1�/2F RIGID CONDUIT (TRENCH) I TYPE "C" ELECTRICAL 70• �"> 2 NEW OF AWG N0. 8 CONDUCTOR (LIGHTING) • I NEW OF GREEN JACKETED AWG N0. 10 CONDUCTOR (GROUND) LDJ II SERVICE I I I II Z (��/ �,. �•rfp2,� op w SEE SHT. NO. E-1 1 ) Q�011pL INSTALL NEW III/2" SCH. 80 PVC CONDUIT (TRENCH) o I H-� H 1 "'n,,,„ �°° c0 2 NEW OF AWG N0. 10 CONDUCTOR )LIGHTING) I I CID I NEW OF GREEN JACKETED AWG N0. 10 CONDUCTOR )GROUND) I NEW CURB & -� �, GUTTER I OO aI n CD w Z ^ QW I° NEW SIDEWALK -__-- —�-- -- —����� - - -iEL- C= N Z NEW SID L ---TEL-- J m IO ILL REMOVE EXISTING _ 0) fn ao ci J DO LUMINAIRE - BY OTHERS = 3 M UQ DURSTON RD. — I °'+a) N� =L --- As c LM ———————— -------2 GAS----- --------�-- —T---- 1—__ X Z Lon r--------- ,s -----————— ----------- a0 W O o I NEW LUMINAIRE g DURSTON RD. I ', __ '� + x c� N a 'm 0 7 (TYP. ) I— �— — _ _ — --- _____ "WAT---------- I __ ---------------10'W T----------- + -- — ____------- _----- IN CD N o __�----- _ ____11}+______ - Q NEW SIDEWALK T- N _ NEW SIDEWALK co T R/W NEW CURB & ° R/W GUTTER A w - B A NEW CURB & BLDG. o ' a ' G RECORD DRAWING w 4 Y GUTTER 3 - La Q o W R/W OCTOBER, 2007 Lo w o I I I y z Q o o �' o � ,L r EXISTING CURB & u' c� c� Q I J GUTTER R/W HousE R/W = Sheet No. 20 0 20 40 x x �� MARVIN & ASSOCIATES w EXISTING CURB & REMOVE EXISTING LUMINAIRE w u) Trafic,Transportation & Civil Engineers E-6 scale feet O GUTTER - BY OTHERS EXISTING CURB & I ` Z CONC. DRIVE GUTTER 0 1300 North Transtech Way PH:(406)655-4550 Z A Billings,Montana 59102 FAX:(406)655-4991 c f 1 7 Copyright e 2006 HKM Engineering Inc., All Rights Reserved. \ Q NOTE: m j �, o o 1 • SEE SHEET NO. E— 1 1 & 12 FOR LUMINAIRE WIRING DIAGRAMS. + + 1 po p o o jZ I om 2. SEE SHEET NO. E— 1 0 FOR POLE AND PULL BOX SCHEDULES, 10 o 2 I ++ jQ I o 01 y I O az I I s NEW CURB & I R/W GUTTER I <I I I Y z N --TEL--- I w / NEW SIDEWALK 1 Z o W iNEW SIDEWALK oiz • LL� Z — — ———————— ME J NEW CURB & I I U x I A GUTTER _L---- 2"GAS-- -———— -----1 U � ————————2"GAS --------------B��SAN----------{�}-1--------- F- I r-2"GAS--L�a scT---------- ----________� a rN---------- -------------- 1 I o Q J ----1 �L 1— --- L--10"WAT-------- I WAT------ --- -- 10"WAT-----i--------- ---- ------------ NEW LUMINAIRE DURSTON I O • RD. I o DURSTON RD. — w TYP. _ 10 I + z o ———————————— N --_ ----- — --------- N — - - - - - D~ o0 _ NEW SIDEWALK m F_ ZCUD M — — O — — — — — NEW SIDEWALK — — — — R/W I o Q Z CK NEW CURB & O O GUTTERNEWRB & I Z d N O R/W o o GUTTER 1 I N o W m I C I w z z F- I o Q Q 1-- o = O ir LU LU 2 + C C o x N J 't z m N Q CONDUIT & WIRE 1 N SCHEDULE D 1 20 0 20 40 0 e z Q INSTALL NEW 0/2" SCH. 80 PVC CONDUIT II scale feet (LIGHTING) C 2 NEW OF AWG N0. 10 CONDUCTOR (LIGHTING) I m I NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) W OVERHANG .o W N L LO O f • + + + p O O UTILITY NOTE O O O THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. , 1 CONTACT THE UTILITY LOCATION SERVICE AT Q�i7gN'%, 1 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. •p�,..•• •.•q +�IOYRT•Q _ 1 =ps q o I ` 00 o f�•WAL F NEW CURB & FLAGPOLE 1 I O•� 6\ (Mp GUTTER o NEW CURB & 1 # ° Si BASE I I z CUTTERcn ° o uc °o 0 0 o sicN II # I o 0 R/ R/W — _T TEL] H rn m — ------------- Lu NEW SIDEWALK x ZNEW SIDEWALK oHP m OHP oHP H HP —OH J m Im N ^O LaL JLn_ Ql _ ---——— _ ---- o W cGO O d LC OM CDo 12"GAS------ -- C r IF — ---- 2"GAS ——— — 5"GAS---- ------------- -------- ---- Q AN 8—SA --- Cco------— B SAN— ----- O LO DURSTON Q . Y z m rn I �L——_—--- 1— I I Cc f0 N ------ — — 10"wnr — ----------------- ---- l0"WAT--tio°wnr----- -----�-------- o x C7 N d 'm o I 1 2 NTWPLUMINAIRE i I + 1 1 O 1 N N I DURSTON I RD. " I 1- - — — - - - - - - m HE IDEWALK N to NEW SIDEWALK 0 R/W _ z I - O R/W NEW CURB & O o O ENCE I GUTTER ° o RECORD DRAWING z I U C NEW CURB & O CTO B E R, 2007 IC GUTTER z ° EShee�tNo.zo o zo 4o "� MARVIN & ASSOCIATESTraffic,Transportation & CivilEngineersscale feet 1300 North Transtech Way PH:/406)655 1550Billings,Montana 59102 FAX,(406)655-4991 Copyright a 2006 HKM Engineering Inc., All Rights Reserved. NOTE: ^� w 1 . SEE SHEET N0, E- 1 1 & 12 FOR LUMINAIRE WIRING DIAGRAMS. + + O O O T O O r m 2. SEE SHEET N0, E- 10 FOR POLE AND PULL BOX SCHEDULES, • .W w I ° + O Y p O I I z I U I ° ° NEW CURB & ° GUTTER R/W I -- z o�zQ NEW CURB & R/W o z N m¢a GUTTER --------� — ---TEL----- ❑ �� N�oo ——————_—TEL——————————————— � ¢ ------_ --- — 3 -------TEL------- W L -oio -- NEW SIDEWALK Z _ LV NEW SIDEWALK Z J J 'SAN------------------ ®29 ——I "SAN ———24SAN————————————————---------24 0 � -------2"GAS------_-----rt--- _------_ GAS-------------------------�——\ 2"GAS_------ - ——— Co DURSTON RD. I QaC cQ r-————————————- ICLEANOUTI 1 \\\ r I L p L I1 y� 1 I ___________ � _ _ --- ---------- --------- -----10'WAT-------. --_ ---I I • I oc \\\ 1 5J I + o NEW LUMINAIRE O + I 1 3 DURSTON RD. 1 4 TYP. ) \\ I M j o N I - - - - - - - - — oc Cl) _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q O Z V H- NEW SIDEWALK o Q Z NEW SIDEWALK ° o \\ 2 I O Z d z V R/W S -N - o LLI O <F NEW CURB & I (J O r 0 R/W o GUTTER \\ C I Z Z_ H (� C It- NEW CURB & C ( J \\ N 02 = O GUTTER [(_. \ \ I LU O + CONDUIT & WIRE \� ZO J SCHEDULE I o 00 INSTALL NEW III/2" SCH. 80 PVC CONDUIT (TRENCH) p n61i A 2 NEW OF AWG N0. 6 CONDUCTOR (LIGHTING) I NEW OF GREEN JACKETED AWG N0. 10 CONDUCTOR (GROUND) 20 0 20 40 0 Q INSTALL NEW III/2" SCH. 80 PVC CONDUIT (TRENCH) scale feet + 2 NEW OF AWG NO. 10 CONDUCTOR (LIGHTING) I NEW OF GREEN JACKETED AWG N0. 10 CONDUCTOR (GROUND) _ INSTALL NEW II/2" SCH. 80 PVC CONDUIT (TRENCH) O D 2 NEW OF AWG NO. 8 CONDUCTOR (LIGHTING) NOTE: L 2 NEW OF AWG N0. 10 CONDUCTOR (LIGHTING) + LIGHTING CONDUCTORS WILL + =RESPONSIBLE 2 NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) R IS RESPONSIBLE FORINSTALL 2 NEW 2" RIGID CONDUITS (TRENCH) O BE INSTALLED IN ONE CONDUIT 00 UTILITIES PRIOR TO EXCAVATION.TILITY LOCATION SERVICE AT2 NEW OF AWG NO. 1000NDUCTOR ILIGHTINGI OF MULTIPLE CONDUIT RUNS. 55 TO LOCATE UNDERGROUND UTILITIES. ���O0NT4jv I NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) � "+.9 INSTALL 3 NEW 2" RIGID CONDUITS (TRENCH) 2 NEW OF AWG N0. 10 CONDUCTOR ILIGHTINGI © W NEW TYPE °C" + S-2 ELECTRICAL SERVICE I NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) rfi? NEW CONCRETE O (SEE DETAIL SHTS. ) I I <,. . 00 TYPE 3 PULL BOX O NEW CURB & A _ NEW CURB & GUTTER A R/W I GUTTER I I R/W I '� 0 r A o PLAN ER i PLANTER O --_TEL------- — ___—�—_ --x-TEL — _ — — —+4j— -- T I O^ O —— — a W --- L--- — --- —TEL----- —�-----� Z IS' CMP W H 0) 00 : J NEW SIDEWALK I _ _ _ Z = C L-' fM NEW SIDEWALK _ _ _ — — — — — — — — J a 7 X M-5 N U NEW LUMINAIRE I I = E m „ o `L QI I 40"x65" RCPA J °"P I (TYP. ) 17 I DURSTON RD. I ; �, m a m a) cII --------- L 1- LO 2"GAS— ---_-L \� _--.2"GAS-- _ ———— — ———————————— 2'GAS --� ___---+-- __---2"GAS— Q r Q C M CD m I I 1R.SI W ~ (N x m ------------10"WAT- o-- o w - -- -- _ o c c - \ WA __ ___ Y fi N O = O cfOn I DURSTON RD. o o"�65' RCPA II F °yP 0 L — —�I o+ x c7 cN.i a m Q I 1 6 C 11 CD NEW SIDEWALK NEW SIDEWALK U) NEW SID WALK — --�H�-- oHP oHP oHP N_ ° R/W NEW ❑ R/W I co GUTTER NEW & r "� \ GUT'TERRB J Z R/W I - G E NEW CURB & HOUSE wl RECORD DRAWING CONC. DRIV < GUTTER a - HOUSE I w F - 0 OCTOBER, 2007 z ® LLJ NEW CONCRETE c \\ NEW CONCRETE x J o TYPE 2 PULL BOX w TYPE 2 PULL BOX w Q I w RELOCATE EXISTING LUMINAIRE 2.5' g _ R/W BEHIND NEW CURB - BY OTHERS EShee�tNo.20 0 20 40 R/W MARVIN & ASSOCIATES Traffic,Transportation & CivilEngineersscale fleet zN O 1300 North Transtech Way PH:(406)655-4550 Z u x Billings,Montana 59102 FAX:(406)655-4991 Copyright n 2006 HKM Engineering Inc., All Rights Reserved. 21 NOTE* W i N � o 1 , SEE SHEET NO, E- 1 1 & 12 FOR LUMINAIRE WIRING DIAGRAMS, +o + o O om 2, SEE SHEET NO, E- 10 FOR POLE AND PULL BOX SCHEDULES, i XX O U z A O O A A GUTTER & O UTTER GUTTER NEW A NEW CURB & / I X R/w I z a —T -- -T — --- - R/W -------------- -TEL-- � �-- x ., 0 3 — ------- TEL ?oio W W I NEW SIDEWALK _ Z NEW SIDEWALK _ _ _ _ _ _ _ _ _ _ _ _ Z o J • � I 18 19 20 Q ------------- -- / ---------- --- -----2"GAS----------- 2'GAS c ---- - ---------'2'GAS----- I G tt. N —_�-12 sn4N—��--�` —T- I NEW LUMINAIRE I DURSTON RD. l o Z + I DURSTON RD. II I (TYP. I I + 0 0 vF --- --------1o"wAT-------------4--L---------to"WAT--------- --f------ 0 r— — Q X Z Q + Z 00 mm NEW SIDEWALK NEW SDEWA K + Q Z V - N N 4 OHP OHP I OH OHP : O Z Q O I a 2.5' R/W a o o w 0 d u) R/W I I Y 3 O 0 w � HOUSE a � Y ~ a NEW CURB & I w o Q Q O g a 2 o Q GUTTER NEW CURB & 'n r w ¢ W + GUTTER LLI g o N J O R/W z Q House N DRIVE USE AS IS pp z R/W w Q z EXISTING LUMINAIRE 0 O 20 0 20 40 w ~ `�—� R/W , = w R/W N O w USE AS IS a) scale feet DRIVE EXISTING LUMINAIRE 0 0 EXISTING CURB & Q EXISTING CURB & z EXISTING CURB & EXISTING CURB & GUTTER Z / GUTTER + GUTTER Z GUTTER a 0 I UN I 6� 2 CONDUIT & WIRE I + + + UTILITY NOTE: • SCHEDULE I O O W O THE CONTRACTOR IS RESPONSIBLE FOR O O > LOCATING ALL UTILITIES PRIOR TO EXCAVATION. Q O CONTACT THE UTILITY LOCATION SERVICE AT INSTALL NEW I�/2" SCH. 80 PVC CONDUIT (TRENCH) I 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. 0,.«..•, 2 NEW OF AWG NO. 8 CONDUCTOR (LIGHTING) I + = S*;'EO E ••5* 1 NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) 00 �E ,•W Z 'A'f�•NAL•6�•,2. 0') I I A f A A NEW CURB & NEW CURB & I 00 R/W GUTTER GUTTER R/W I" CD C C (D 00 v _ _ W 7 M x --- ----j ------TEL ————————————— EL—_ Z 0)•= U) I� Q I—X N -- -TEL--_ Lu Z_ NEW SIDEWALK - - _ — _ — _ _ _ — _ _ - - _ — — _ �IDUF NEW SIDEWALK— _ _ J Cm OLL J NEW LUMINAIRE I LOTYP. ISTON RD. I Q _ 2 1 ——————————————————— 2 2 -- GAS ---------- ----t------ GAS ---� I W a1 �' o vi'o Q ---- 2' -------- — T----------------- ----_2"GAS------------------ ------ 2"GAS----�—I .0 Z m 00 ————I GAS— I G fi N 'C (p (� I2"3AN CD = N d m I I J I + CD DURSTON RD. I i I00 I + 10"WAT-------+—J 10'WAT— — — ------ --------------------�--- Q NEW SIDEWALK NEW SIDEW P co CHIP OHPI OHP DUE OHP OHP I Z r NEW CURB & R/W Ir, R/W I NEW CURB & GUTTER ' RECORD DRAWING I{ I I "If ) GUTTER I I ° ° o a I z o 0 OCTOBER, 2007 0 II I Z II w FENCE [Sheetzo o zo 4o I I �� MARVIN & ASSOCIATES Traffic,Transportation & CivilEngineers scale feet 1300 North Transtech Way PH:(406)655-4550Billings,Montana 59102 FAX:(406)655 1991 ■ I I Copyright n 2006 HKM Engineering Inc., All Rights Reserved. Y I N R/W ¢ I m + `O CONDUIT & WIRE 3 Y O Ld PLNTR. + o i } > ¢ SIGN UTILITY NOTE: SCHEDULE O 1 O Q w BASE THE CONTRACTOR IS RESPONSIBLE FOR T O O 10 OF LOCATING ALL UTILITIES PRIOR TO EXCAVATION. ° m INSTALL NEW III SCH. 80 PVC CONDUIT (TRENCH) CONTACT THE UTILITY LOCATION SERVICE AT a A 2 NEW OF AWG N0. 8 CONDUCTOR (LIGHTING) BLDG. N I I < c� 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. < o I NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND) "0. • ,� w� in R/W > I i x I O w EXISTING CURB & i Z m • I GUTTER I Aw z A 1 STATUE EXISTNEW PLUMINAIRE it - _----1 GUT EIRG CURB & EXISTING CURB & o= z N3N NEW CURB & GUTTER -I R/W Y A I GUTTER ---I i---- 3 o < R/W I o 0 3 Luj NEW SIDEWALK _ _ _ I EXISTING SI H 23 2 4 I r�I PEACH ST.- Q -------------------2"GAS-- ---------------- U_ L I- o I?--------------I o O c DURSTON RD. II CD � - CD ------------- -F----- -- - - to"wnT- �� \ -------{I i '_ -s• EXISTING SIDEWALK Q N I _ i Z LC1 NEW SIDEWALK OHP ____� i/ R/W o Z Q Q ��� ---I EXISTING CURB & • Q Z J H R/W o SIGN GUTTER -N - o U 0 CL (q NEW CURB & --r- POST BLDc. LLI GUTTER I F--__ _ o O 0 I I w o Q Q = o 3 I e m 0w _^ + uj it 00 I I I I > I Z O J 1 .NOTE: SHEET N0, E-3 FOR DURSTON RD. & z I Q - EXISTING CURB & 0 CO00 d = it w GUTTER N0. 7TH AVE. INTERSECTION DETAILS. EXISTING CURB & x I R Wir GUTTER u' I zz ^ 1 20 0 20 40 0 2. SEE SHEET N0, E- 1 1 & 12 FOR LUMINAIRE WIRING DIAGRAMS. R/W III w i z it PLNTR. Sale feet .o Olt. A L • POLE SCHEDULE ' '-"-"~'` POLE OFFSET TYPE POLE FOUNDATION LUMINAIRE LUM. MT. LUMINAIRE n W_ TYPE LINE STATION 00 NO. (CL POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE 1 10-A DURSTON 10+88.6 25.0' RT. ANCHOR 2' -0"x4' -6" 5' 40' 250W HPSV 2 1 12+02.0 25.0' RT. PULL BOX SCHEDULE 3 13+70.0 25.0' RT. 4 15+33.0 25.0' RT. PULL o 5 16+85.0 25.0' RT. OFFSET BOX TYPE LINE STATION c+ rn � v 6 8+55.0 25.0' RT. �L BOX) _ .� + Cl) 7 20+25.0 25.0' RT. NO. CONC. - TYPE I DURSTON 12+96.5 25.0' RT. N r, Q 8 21+95.0 25.0' RT. = rn o ILL 9 25+38.4 25.0' RT. 2 CONC. - TYPE I DURSTON 15+96.3 25.0' RT. 10 27+08.4 25.0' RT. 3 CONIC. - TYPE I DURSTON 19+56.5 25.0' RT. 11 28+78.8 25.O' RT.I 4 CONC. - TYPE 2 36+88.5 25.0' RT. p) p c M 12 30+48.4 25.0' RT. 5 CONC. - TYPE 2 37+78.7 25.0' RT. 1L ~ C)) x 13 32+18.4 25.0 RT. 6 CONC. - TYPE 3 37+78.7 25.0' LT. +� Z m rn� 14 33+88.4 25.0' RT. 2 C co 15 10-A 35+58.4 25.0' RT. 2' -0"x4' -6" 5' Y ` N O - v S C7 C-4 _ 16 ANGLE 36+83.7 25.0' RT. 2' -0"x6' -6" 15' I 17 10-A 38+53.8 25.0' LT. 2' -0"x4' -6" 5' 18 40+09.2 25.0' LT. I 2❑ - PULL BOX NUMBER AS SHOWN ON PLAN SHEETS 19 41+64.7 25.0 LT. 20 43+18.7 25.0 LT. - SEE DETAIL SHEETS FOR PULL BOX DETAILS 21 44+78.7 25.0' LT. 22 46+38.7 25.0' LT. Z 23 48+04.7 25.0' LT. - 24 10-A DURSTON 49+49.8 25.0' LT.1 ANCHOR 2' -0"x4' -6" 5' 40' 25OW HPSV RECORD DRAWING Z 0 - POLE NUMBER AS SHOWN ON PLAN SHEETS OCTOBER, 2007 z w - LUMINAIRE DISTRIBUTION IS MEDIUM-CUTOFF TYPE III (FLAT GLASS) Sheet No. - SEE DETAIL SHEETS FOR POLE DETAILS �� MARVIN & ASSOCIATES Traffic,Transportation & Civil Engineers E-10 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 of I' Copyright e 2006 HKM Engineering Inc., All Rights Reserved. m m o T EXISTING 0 m 1201240 VOLJF � PHOTO ELECTRIC SERVICE CONTROL - MOUNTED ¢ o EXIST. ON SIGNAL POLE NO. I • ,� AWG NO.6 CIRCUIT BREAKER 20 AMP,2 POLE, EXIST. m METER BASE SINGLE THROW 3 AWG NO. 14 CABLE (CIRCUIT A) NEW o z° CIRCUIT BREAKER m LIGHTNING ARRESTE 20 AMP,2 POLE, L _ U SINGLE THROW • - -�w EXIST. (CIRCUIT B) CIRCUIT BREAKERYJ }--} Y z avi EXIST. SINGLE AMP,I POLE, 18 L < <.� AUTO-OFF-MANUAL -INDICATES NEW WATERTIGHT CONNECTOR, 3 < ��oo SINGLE THROW o 3 SWITCH SEE DETAIL DRAWING ON SHEET E-13 L NEW 20 AMP RELAY • o _ N.E.M.A. TYPE 3R 2 POLE,SINGLE THROW PROVIDE WATERTIGHT CONNECTORS IN PULL CABINET (CIRCUIT B) BOXES WHEN SPLICING OF CONDUCTORS IS m -� NEW AWG NO.10 REQUIRED. BARE AWG N0.6 � iii— --- ----- � TO LUMINAIRES ° ��I I EX SUPPLY FUSED CONNECTORS THAT ARE MIDGET IST. (CIRCUIT B) FERRULE TYPE RATED AT 6 AMPS FOR GROUND ROD I 20 AMP RELAY 2 POLE,SINGLE THROW (CIRCUIT A) NEW 250 WATT LUMINAIRES. • _ .TO LUMINAIRES AWG NO 10 GROUND EXISTING j L------------- --- ---- (CIRCUIT A) tD z o 0 AWG NO.6 --EXIST. SIGNAL H EXIST. AWG NO.8 `-- ----CONTROLLER j EXIST ir AWG NIOG10 GROUND EXIST. AWG NO. 10 GROUND Z V) o • O z it SERVICE WIRING DIAGRAM (S- I o u pLU Q 0 Q Q c7 p z S-1 0 ir N DC CIRCUIT CIRCUIT z O A B O CO m U) NEW III AWG NO.10(TYP.) EXISTING I I I III I EXISTING Q 3 AWG NO.14 CABLE PHOTO-ELECTRIC o iii NEW CONTROL z AWG NO.10 GROUND (iYPJ + I I I I O I I I I I 1 1 m 'o EXISTING SIGNAL AWG EXISTING (TYP.) iii j I ----To: POLE BASE(TYP.) • I I I I I C I EXISTING 2 AWG NO.10 GROUND (TYP.) t ..N T O ...Ab , ' --- ---i i _ "'ROBIN•• r ----------- _- I r I i I I I I I I I I I i__----------I I I • JZmC 0 _III L IIII L I I I •• t°°:r,b00 J I I (,Q -___ _ -{ J I III CD I ll I I ____I I I I i � I T I-I-______L I I I _______________________ CD (� t� CD Ci 0 _I_r______T__ ______ EXISTING Y M AWG NO.10 GROUND (TYP.) EXISTING EXISTING a 7 X PULL BOX C) fn n Q AWG N0.8(TYP.) I I j ITyP M.) C O LL EXISTING NEW .N a) O (p O ch I AWG NO.10 GROUND (NP.) r AWG IN 10(TYP.) .O 3 O C M NEW C H N x cD AWG NO.10 GROUND (TYP.) 9 10 11 12 w , z 'S DD CO C C f0 N 4� ' C C i r�_r______t _ __� i I Y NEW AWG NO.10 J 6 18 18 18 7 = C7 N d m INSIDE POLES(TYP.) ------- _-___-_-_-_ -------- 18- _-_-_- _16 _ _-_-_ 17 I 3 3 3 3 3 3 22 I _____________________ ______________r_� _- -.-.-_ _-_-_ - 3- -.-_- _3 _ -_ -_-._ -_-_-_ 3_ ------- -3 _-_-_-_-_-_-.-. -------- 3. -_-_-_- -3 - _-_-_-___-_-_I-_ 1 - - ---------i--i1 _ lI_____________i__________ _ NEW ROUND LUG (TYP.) NEW i i i EXISTING L7 POLE BASE(TYP.) AWG NO. (TYP.) NEW AWG N0.8(TYP.) 1 �I Z PULL BOX EXISTING ( 3 _ NEW (TYP. AWG NO.10 GROUND (TYP.) AWG NO.10 GROUND (TYP.) +y,� w I I ..... 4 I =i ;--- ! RECORD DRAWING z �_� •- I r_I_____J _ -------J O CTO B E R, 2007 z w Sheet:No.WIRING DIAGRAM �A MARVIN & ASSOCIATESNOT TO SCALE Traffic,Transportation& CivilEngineersE1 1300 NorthT nste h Way PH.'(406)655-4550 Billings,Montana 59102 FAX..,(406)655-4991 = Copyright @ 2006 HKM Engineering Inc., All Rights Reserved. o PHOTO-ELECTRIC aOi CONTROL o m n AUTO-OFF-MANUAL 3 AWG NO. 14 CABLE SWITCH m Y p U Z FUSED LOAD m BREAK DISCONNECT SWITCH 240V, IOOA, • METER BASE LIGHTNING 3 POLE, NEMA-3R ARRESTER 18 z (TYP. ) -INDICATES NEW WATERTIGHT CONNECTOR, 3 < o SEE DETAIL DRAWING ON SHEET E-13 wo ° L 3 - O _ 20 AMP • 20 AMP PROVIDE WATERTIGHT CONNECTORS IN PULL SPARE��' BOXES WHEN SPLICING OF CONDUCTORS IS SPARE- - REQUIRED. -° 20 AMP SPARE AD N 30 NEUTRAL SUPPLY FUSED CONNECTORS THAT ARE MIDGET BUS FERRULE TYPE RATED AT 6 AMPS FOR o 120/240 V CU. MAIN BUS N.E.M.A. TYPE 3R 250 WATT LUMINAIRES. • 3 WIRE AND CABINET GROUND o z o p H U CU. ZD GROUNDING BUS Q 20 AMP 20 AMP Z 2 POLE ® ® 2 POLE • p Z CONTACTOR CONTACTOR o U p Q i BARE AWG AWG NO. 8 TO LUMINAIRES NO. 6 } CIRCUIT B w Z AWG NO. 10 GROUND Q Q z pLU GROUNDf w AWG N0. 10 TO LUMINAIRES =o N ROD } CIRCUIT A p AWG NO. 10 GROUND p m H N � S-2 SERVICE WIRING DIAGRAM o z NOT TO SCALE 0 L d • 0 TL T'd Ar I.:Roufff S_2 -1e t 71 rt ,b m00 PHOTO-E ECTRIC C IRCUIT ....t�0`I M CONTROL O) n o° c0 AWG NO.10 GROUND (TYP.) _—AWG NO.10 GROUND (TYP.) C �O T, CD AWG NO.10(TYP.) NO.S(TYP.) C C '�" M AWG NO.8(TYP.) Im N 1\ POLE BASE(TYP.) C m CD LL AWG NO.10 GROUND (rYP.I GROUND LUG (TYP.) '� j d N N00 F � _ �- - �c) __3 _-_-_-_ _ 3 _-_ _ 3 __-_-_-_ _-3- -___-_-_ _3_ _-_-_-_ 2 Im 0 c) ~ I 3 3 3 3 3 3 3 2 AWG NO.10 W ~ (M X CD INSIDE POLES (TYP.) ,+a) Z 0 46 cm to I 17 18 19 20 21 22 23 24 sc� N � m 13 14 15 16 11. i--JRECORD DRAWING AWG NO.10 GROUND (TYP.)AWG NO.10(TYP.) PULL BOX OCTOBER, 2007(TYP.) Sheet No. WIRING DIAGRAM �A MARVIN & ASSOCIATES NOT TO SCALE Traffic,Transportation& Civil Engineers E 12 1300 North T2nstach Way PH,(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 { 17 Copyright O 2006 HKM Engineering Inc., All Rights Reserved. o T POWER SUPPLY IN CHASE m OF SUPPORTING LEG a o 'W m � TYPES 1,6, 1 1 & 16 TYPES 2,7, 12 & 17 _) O U Z L U NON-FUSED BREAKAWAY FUSED BREAKAWAY METER z z <o 3 IDENTITY DESCRIPTIVE L o NO. SYMBOL & TOP VIEWzz WIRE 0 I 8 2 / m PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 3 IO IN THE GROUND OR INSTALLATION IN SUNLIGHT. ,o Z e EACH HOUSING SHALL PROVIDE A SECTION TO FORM SERVICE PEDESTAL- 0 O 8 A WATERTIGHT SEAL AROUND THE CABLE AND A SEE SPECIFICATIONS- 00 J 4 8 8 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE FOR DETAILS U O a a TYPES 3,8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. METER SOCKET Q cc W EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT H Z O O 5 a SILICONE COMPOUND TO LUBRICATE METAL PARTS Q 6 6 6 0 AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. - o Lu O Z Z U 0 WHERE INDICATED A COPPER PIN AND A COPPER W � Z � RECEPTACLE BOTH OF AT LEAST 90Y. CONDUCTIVITY w 0 Lu 7 /v to FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE z Q Q J SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN LOAD CENTER o 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING N O LU = Q W CD �8 IO AND SHALL BE EQUIPPED WITH A DISPOSABLE 6 =o N � 6 MOUNTING PIN. THE PIN SHALL BE OF AT LEAST Z _ 0 � HALF-HARD MATERIAL AND THE CRIMPING PORTION O m Lu (,) 9 6 SHALL BE FULLY ANNEALED WHILE THE REST OF ~ J 6 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF o N w > Lu 6 HARDNESS. THE RECEPTACLE SHALL BE FULLY NEMA TYPE 311 CABINET eV > 10 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK HINGED,LOCKABLE COVER 6'-0"MAX. 0 TOGETHER SO THE CONNECTION WILL BE MAINTAINED o 11 4 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION z TYPES 4,9, 14 & 19 IS APPLIED TO THE ATTACHED CABLES. o WEATHER PROOF LOCK 12 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF 3/4"SCHEDULE 80 PVC CONDUIT wl (CITY SUPPLIED) 0 0 SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR 1 OF BARE NO.6 AWG (GROUND WIRE) ---, � 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. POWER SUPPLY IN CHASE 13 4 IO 0 THE CONTACTS SHALL BE FULLY ANNEALED AND OF SUPPORTING LEG 4 ADAPTED TO BE CRIMPED TO THE CABLE. PHOTO ELECTRIC NON-FUSED BREAKAWAY CONTROL CONDUIT SUPPORT Doi 1'AN 14 4 4 2'-0"MIN. *�f.•!°'� 4 = 9YpIl 15 4"THICK CONCRETE 4 SLAB IF MIN. GROUND LINE "o ,b 10 10 _ _ 414 00 16 =��=IIII —IIII= '.;i'+.: III— —��—IIII— ��—IIII—IIIIEE 3"MIN. _ Ln (D 17 I 24"MIN. TYPE 22 & 23 0^ o IO TYPES 5, 10, 15, 20 & 21 CONDUIT& CONDUCTORS Ci 0)(D 00 : 18 IO AS REQUIRED = C M 9 0 0 N U) 00 10 0 0 C 3: _M ,DoM 20 O STABIL¢ER _ N M to � 6 NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY FOOT Lu ch o viLO 21 3 C C 8 ci N 3 3 COPPERWELD —120/240 VOLT UNDERGROUND = O N d tY] 22 9 e GROUND ROD SERVICE BY POWER CO. 23 O 10 I o I0 ELEVATION VIEW RECORD DRAWING CD z OCTOBER, 2007 w w WATERTIGHT CONNECTORS Z S-2 NOT TO SCALE TYPE "C" ELECTRICAL SERVICE DETAIL Z w NOT TO SCALE Sheet No. �� MARVIN & ASSOCIATES Traffic,Transportation & CiviiEngineers E-13 1300 North Transtech Way PH:(406)655-4550 Bigings,Montana 59102 FAX.(406)655 J991 f 17 Copyright 0 2006 HKM Engineering Inc., All Rights Reserved. o 2" DIAMETER ACCESS HOLE T o m MAST ARM LENGTH 8" (3) %4" - 10 NO - 1-3/4" A325 BOLTS a o USE GRADE 60 REINFORCING STEEL • 'u, SEE POLE SCHEDULE 6 LAP I" A #6 BARS (4'-1" LONG) 2�� a (8 TYPICAL) Y o U o O O i lei ° # 4 HOOPS AT � 83/q" 7" 5" % o 1-0" CENTERS -- Y ANCHOR BOLT /q" PLATE (4 TYPICAL) a ANCHOR BOLT CIRCLE o 3 moo SINGLE MEMBER TYPE 11 L MASTARM (TYPICAL) 3/q" PLATE o _ + 1" PLATE 2-1/2" CLEARANCE LUMINAIRE ARM CONNECTION GROUNDING LUG SECTION A-A CONDUIT 4' THROUGH 1 2' LUMINAIRE ARMS N0. 6 AWG BARE GROUND WIRE NOTP 0 RUDE ANCHOR BO BOLTS HE SHALL I OR PIGTAIL EXTENSION FOUNDATION MORE THAN T' Z o 2" 3" z U COPPER GROUNDING STRAP BETWEEN + (n n -rrrr o H Z_H 2" DIAMETER ACCESS HOLE O ANCHOR BOLT, CONDUIT & NO. 6 AWG - �� ���� • Z W o ii °ii ii c� BARE GROUND WIRE OR PIGTAIL ii ii ii 2'-0" o U 0 Z p A A w EXTENSION. (4) 3/4" - 10 NO - 2" A325 BOLTS ii II ii ii ii ii w p A O p p o ii + -_ �n W IN W FOR MOUNTING HEIGHT ii \I L Z Q CL SEE POLE SCHEDULE ° # ° Y �, O m fn °i a w > H TOP, a ° p BOTTOM & - a ., o SIDE PLATE -I z I" PLATE 2- 3" o 1" PLATE 0 0 L d MAST ARM CONN. DATA I TYPICAL OF ALL FOUNDATIONS • ARM A F B 1 5' 41/," 1 6 " 1/z N T N 20' & 25' 5Y4 7Y4 z BREAKAWAY BOLT COUPLING (ONE LUMINAIRE ARM CONNECTION OF FOUR) OJIVA 4"x G" REINFORCED to to HAND HOLE & COVER CAST LUMINUM ull 1 5' THROUGH 25' LUMINAIRE ARMS FRA IBLE TRANSFORMER p BA WITH ACCESS DOOR O O Ci 0) 00 T BEVEL - SEE DETAIL � 7 x @ THIS SHEET BREAKAWAY BOLT r fn COUPLING Co t� LL •Gf fn Co to GA 1'-6" 2'MIN. ° u u o ua a u°. 3 Ch H f0 BOLT u,u II u.i a ° ii u, •C H N Cl) COVERS ii ii ii a ii ii ii ii �� ii W fh x (D 6" TO BE FORMED1`a. Z m 0� II c c AT THE TOP TO � ._ 0 MATCH SIDEWALK _-' _= A 2'-3° DIAMETER _ m = N d m ELEVATION (NO BEVEL) a o a o tam' 2" BEVEL a; EXPANSION AREAS WITHOUT - NOTE-SEE FOUNDATION DETAIL FOR JOINT SIDEWALK a TOP OF FOUNDATION DETAILS. CURB & GUTTER o ° a 'BOLT VER .4 d _(III—(III c C7 A HANDHOLE DETAIL AND A 1/2" NUT .'a• HOLDER DETAIL (FOR GROUNDING) 'O•°'o:°•°;;a,o••, a.° 4 a, Z a a SHALL BE REQUIRED. 'O°•'•'••°• 'a� ° ANCHOR TRANSFORMER /REAKAWAY COUPLING SIDEWALK °° •'•°•°•: 'o°• FOUNDATION w a /(BREAKAVVAY TYPE) TYPE) Z TYPE IO-A POLE FOUNDATION BEVEL DETAIL Z BASE TYPES FOR LUMINAIRE STANDARDS w RECORD DRAWING Sheet:No.��MARVIN & ASSOCIATESTm icl Transportation& CivilEngineers E4OCTOBER, 2007 lt;;�g°M a;g02Y FAX:; , 91of Copyright Q 2006 HKM Englneering Inc., All Rights Reserved. MAST ARM LENGTH o SEE POLE SCHEDULE T O p� L 11 Q O / MATCH SIDEWALK c' % ELEVATION (NO BEVEL) 2" BEVEL - zo AREAS WITHOUT SIDEWALK s U EXPANSION _ • -__ JOINT 2" MAX. z CURB & GUTTER O L F O � SIDEWALK FOUNDATION � m o2 FOUNDATION BEVEL DETAIL z o 0 F- / U w / m � Z �J / • O Z Z w % wQ � 5 C, w J cr Cl Z USE GRADE 60 REINFORCING STEEL Q 0 o Z %/ PP ir W o n: #6 BARS l6'-1" LONG1 Z H FOR MOUNTING HEIGHT (8 TYPICAL Z m Q SEE POLE SCHEDULE Q # 4 HOOPS AT fA 1'-0'' CENTERS ir cl j ANCHOR BOLT ° z° (4 TYPICAL) a ANCHOR BOLT CIRCLE m AS REQUIRED 'o FOR MAST ARM LENGTH 2-1/2" CLEARANCE GROUNDING LUG SECTION A—A i / CONDUIT SHALL PROTRUDE FROMffi I N0. 6 AWG BARE GROUND WIRE _ OR PIGTAIL EXTENSION FOUNDATION AT LEAST 3" ,b 2�� 3�� NAL`P= M ° ii a ii COPPER GROUNDING STRAP BETWEEN CD Op ii II ii ANCHOR BOLT, CONDUIT & NO. 6 AWG o ii ° ii n BARE GROUND WIRE OR PIGTAIL _ H ii u Y A A _ M 00 4"x 6" REINFORCED II ii I�i a EXTENSION. _� a = X HAND HOLE & COVER ii ��n m= (A 10'-0" I ii ii"ii ' n Q CID N LC�5 co OCI p's C M H CO - - — ° # ° a C H 04 x (O o z ----- a w w0o0 0)(0 'c c cn ° Se g N O — O BOLT CV d m I COVERS a e I ° z L TYPICAL FOUNDATIONS - ° Z z RECORD DRAWING w ENo.LUMINAIRE POLE OCTOBER 2007 'A.wenaeviN & ASSOCIATES/ TraNic,Transportation& CivilEngineers 1300North Transtech Way PH:1406)655-4550 Billings,Montana 59102 FAX:(406)65.5 1991 Copyright /2 2006 HKM Engineering Inc., All Rights Reserved. + o NO. 8 CRIMPED HIGH CARBON STEEL o m WIRE SPACED AS SHOWN. 6 ONE WAY, oL 5 THE OTHER WAY. a a � � o o � > a +++ +++++ z -- a. z - c ¢�o 3 ¢ moo O C L o 0 BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DD" CONCRETE OR EQUAL I" DIAMETER BEND m W 2" 2" 2„ L o2 2" _I 3�/i "�. 2" •� �o Z J rDW aIDL 1 o OREINFORCED CAGENO. 16 GALVANIZED MESH .� + (n Q W Z BRASS HOLD DOWN BOLT � I o° z O , O Z = 1 WITH HEXAGONAL BRASS NUT 1 COMPACED BACKFILL PLACED LU O Q V IN 6"MINIMUM LIFTS - �, IIIW COMPACTED TO 95% DENSITY - z 0 Z J III ELECTRICAL BOND. NO.6 AWG I FINISH FLUSH WITH SURROUNDING SURFACES o+ Q Q J H COPPER OR EQUAL '^ O PULL. BOX - CONCRETE 3 N d= CONCRETE SIDEWALK OR ASPHALT =IIII —IIII=IIII— MINIMUM DIMENSIONS ' ' :.: Z O in III .':.•• III 0 m Z TYPE 1 TYPE 2 TYPE 3II • ;.:,IIII L = 19" L zs" L 33" III IIIIW = 13" W - 16 W - 20" 0 — MIN.EXCAVATION = 24" D 12" D 12'' D - 12'' O BACKFILL WITH '•' IIIII D L = 14'' 1 D L = 20" 1 D L = 28" STUB CONDUIT 6" TO 8" MATERIAL (CO —II , IIIII D W = 8" I D W = II I D W = 15" ABOVE BOTTOM OF PULL BOX — m C L I5" C L = 21 C L = 29" 23" 00 II • IIII oC W = 9" C W = 12" CW = 16" CONDUIT IN PLACE ,:0�•;AS REQUIRED II CONDUIT NOTE: WHEN REPLACING AN EXISTING 00 0 '1�tlNO CP �r PULL BOX, ADJUST CONDUIT O + yo.� STUB HEIGHT ACCORDINGLY. O CLEAN STONE DRAINAGE NO HIGHER THAN 4" INSIDE BOTTOM OF PULL BOX CONDUIT TRENCH DETAIL OD .......•••�•�;� 00 CS NOT TO SCALE PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT tiyilNu, cD ELECTRICAL BOND. NO.6 AWG CD co COPPER OR EQUAL n O STUB CONDUIT 6" TO 8" as O (D00 ABOVE BOTTOM OF PULL BOX •j M x 12" Im= fn m C:) LL _ .� d co LOGY C' _M M I/Z . e C H N M (O 1P^ CONCRETE PAD Lu Cl) O vi LO C'' • - - - " Z 00 rn� Y c c cD � 2 C7 C-4 23" 00 dJ CONDUIT IN PLACE I AS REQUIRED O0 CP z_ 0 0 1" CLEAN STONE DRAINAGE NO HIGHER THAN 4" INSIDE RECORD DRAWING w w PULL BOX INSTALLED IN DIRT BOTTOM OF PULL BOX OCTO B E R, 2007 z c� z w Sheet No. TYPE 1, 2 & 3 CONCRETE PULL BOX DETAIL �w TW4RVIN at ASSOCIATES raNic,Transportation& Civil Engineers E 16 NOT TO SCALE 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX.(406)655-4991 e f 17 Copyright to 2006 HKM Engineering Inc., All Rights Reserved. CURB & GUUTER COVER + 2" MIN. THICKNESS o SCHEDULE 80 TEE BITUMINOUS PLANT MIX PAVEMENT � AND CVPC SAWCUT THROUGH PATCH Q :Q ;• ;,,Q f��\�j�\ T ADAPTER BUSHING 2.25 ksi POLYESTER PAVEMENT TO I" MIN. EXISTING Q o m FLEX LEAD IN HOSE A MAXIMUM DEPTH PAVEMENT PULL BOX OF 8" a � T�7 'N. SAND BACKFILL -o m a LOOP DETECTOR z° SCHEDULE 80 PLASTIC CONDUIT L z LOOP CONDUIT 116' CONDUIT FOR 1 LEAD IN 0 2' CONDUIT FOR 2 OR 3 LEAD INS — --w EXISTING DUCT SEAL BOTH ENDS OF THE CONDUIT BASE COURSE 2i/," CONDUIT FOR 4 LEAD INS �z< BASE COURSE Y z 3/g" I. Z D. POLYPROPYLENE C z <� in CONDUIT OR %4" POLYVINYL o ¢ oo CHLORIDE CONDUIT L 3 a o PREFORMED LOOP INSTALLATION IN z EXISTING PAVEMENT TYPICAL LOOP LEAD—IN w/CURB & GUTTER TO PULL BOX DETAIL o NOT TO SCALE NOT TO SCALE C 0 • PAVEMENT DIMENSION AS SHOWN ON PLANS o O J LOOP LEAD o 0 CONCRETE ^' RING ER z U W D 0 NOTES: 1. EMBED CONDUIT IN SAND. AFTER THE DETECTOR LOOP IS IN PLACE, BACKFILL Z (DTHE SLOT WITH SAND TO A DEPTH OF I" ABOVE THE CONDUIT AND LEAD IN HOSE. TRAFFIC BASE o Z < Z 2. CHECK RESISTANCE OF THE WIRE LOOP TO GROUND BEFORE AND AFTER THE 6' 0 O z Z LOOP IS SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 100 MEGOHMS LOOP DETECTOR o IU 0 INDICATES A FAULTY SPLICE OR WIRE INSTALLATION, AND MUST BE CORRECTED. L PULL BOX — O 0 Z � 4-TURNS 0 PREFORMED LOOP DETAIL 2 AWG WIRE W o N (n Z O NOT TO SCALE O m 0 TYPICA OP LEAD-IN WITHOUT CURB & GUTTER TO PULL B DETAIL U) YSTEM DETECTOR LOOP DIET NOT To SCALE o p J NOT TO SCALE z 0 o %4" STAINLESS TRAFFIC STEEL BANDING SIGN PANEL %4" x%4" ALUM. CHANNEL SIGN PANEL NT� gH% Y," STAINLESS �,........,�•9 STEEL BANDING ii ii +;'ROBERT i SIGN ATTACHMENT 697E HOLES O 6' CTRS. i 4-TURNS `?\ 00 NOTE M 5/5 HEX HEAD BOLT SHAFT, MAST ARM USE STRANDED AWG N0. 14 TEEN CONDUCTOR IN 3/g" CONDUIT OR STRANDED AWG NO. 12 XHHW CONDUCTOR IN %4" CONDUIT FOR THE DETECTOR LOOP WIRE. _ i-_-_�� 1.0 TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE OF THE ROAD AND ii ii C CONNECT TO DETECTOR LOOP SHIELDED CABLE WITH A SOLDERED, WATERPROOF ii ii CD ia CD O SPLICE FOR THE LEAD IN RUN TO THE CONTROLLER. SHAFT OR MAST ARM ii ii ii ii ii Ct ii__ii FIBER WA O) 00 WASHER Y IT 'i C r- BAND-IT PRODUCTS OR •> C')PREFORMED LOOP WIRING DETAIL Li, 14 =>+ EQUAL •_ ^ Q NOT TO SCALE MINIMUM OF 2- m N U) W CA CA CID LID BRACKETS PER SIGN. ii ii 3 a M tMp W ~ M X BAND-IT PRODUCTS OR •C C CHANNEL ALUM. EQUAL Y N O o O 2" MIN. NEW PAVEMENT 2 C7 N I: 00 NOTES: BAND-IT PRODUCTS OR ii ii I. SPACING - PLACE 3" FROM EQUAL END OF SIGN. MAX. SPACING Tor 3" MAX. SAND BETWEEN SUPPORTS=12". BACKFILL = SIGN PANEL 2. ALL METAL USED IN THE FABRICATION OF THIS TYPE OF MOUNTING BRACKET SHALL BE OF STAINLESS STEEL OR CADMIUM PLATED HI CARBON STEEL, OR GALVANIZED STEEL TO Z LOOP CONDUIT NEW BASE COURSE %4" x%4" ALUM. PREVENT UNDUE CORROSION AND STREAKING. — CHANNEL t SIDE VIEW FRONT VIEW w z PREFORMED LOOP INSTALLATION IN o TYPICAL SIGN MOUNTING BRACKET — TYPE "D" — NEW PAVEMENT NOT To SCALE Z w NOT TO SCALE SECTION VIEW RECORD DRAWING MARVIN & ASSOCIATES�� Sheet No. Traffic,Transportation& Civi/Engineers TYPICAL SIGN MOUNTING BRACKET — TYPE "C" OCTOBER, 2007 1300 North TranstechWay PH.1406)655-4550 17 NOT TO SCALE Billings,Montana 59102 FAX.,(406)655 A991 of 17 Copyright @ 2006 HKM Engineering Inc., All Rights Reserved. GUTTER BY EXISTING CURB & „ U&IBu v' 0uuu� NEW CURB & J R +CC) Q0 GUTTER i �I W OTHERS ` NEW a O O ni Q I - - R/W r R3 8B o O O ' 'n, ,n , ♦ > ,n , O o m f'i 111 ` �LLL���� • _m 4i o � h O+ O �\�\\_, NEW 8" ' '` WHITE PLASTIC NEW WHITE PLASTIC K�rri/, O Z `P \ R/W o WORDS & SYMBOLS (TYP. I i aOi DRIVE O u R/W -c v• J - __ -___=__-- NEW S _ NEW U & GUTTER I " _ ---------------- � 10E WALK I • _y ----------------NEW SIDEWALK - BY OTHERS ----------- _/ --- -- ------ _ - _ 13 I S' R/W ------------------- ___ _________________l ` o ___ _ - _ BEGIN STA. 10+81.7 13,6 LT. _ NEW CURB & 0.67' o NEW 4" WHITE PLASTIC o 3 z m GUTTER - BY __ _____ __________ _ __________________________�_-____-_ _ SKIP LINE (2.0' STRIPE ¢o ~ maw �------- _ LT. 4.50' - - - - - & 6.0' GAP) L �oi� OTHERS =-- z ----- \ EXISTING CURB & BEGIN STA. 10+81.7, 24.6 LT. STA. 11+31.3, 27.2' LT. • - GUTTER BEGIN STA. 10+81.7, 10.0' LT. 0.33' 1 -22.- - - I W ___ 10.33' E� STA. 11+31.0,AST LT. Z _ ----- m NEW 24' J m - -------------------------------------�,� o NEW 4" WHITE PLASTIC I DURSTON RD. -----_____--- ----- --- - o -- WHITE PLASTIC VAR. 0.67' I 2 --- _____--- -- - NEW PAVEMENT 12,17' = NEW 8" WHITE PLASTIC V _ __________ --- NEW RAS IED MARKINGS - _ - - �- Q c 0 FL BYDO HERS BY OTHERS I- NEW 8" STA. 10 7.6 • WHITE PLASTIC 1.00' NEW 4" DBLE. WHTE PLASTICI I z - +8 BEGIN 4" WHITE YELLOW PLASTIC o O 0 BEGIN STA. 10+81.7, 3.0' RT. Z --------- J O ------------------- _ �, d _ _____ _ __ NEW SIDEWALK N NEW SIDEWALK - BY OTHERS x _ R/W_/ o Q Z NEW CURB & I (0 Z z d Q GUTTER DRIVE I • O p 0 0 NEW CURB & �i < z U EXISTING CURB & GUTTER - BY V i NEW LUMINAIRE I o LU R/W O 0 O GUTTER OTHERS ' (TYP. ) -N - cc n Z H z 0 0 HOUSE O C Q CD C5 NOTES 3 Lu m NEw o °C N + 1 , STATIONS & OFFSETS ARE TO THE u' � � o � o R3-17 Q Z ,n Q � R8-3° � Q m Q CENTER OF THE NEW STRIPING. QI�� ��I ',-R/W rm - Z H R/W x 01 1O x j fn 2, SEE SHEET NO. S-6 FOR SIGNING & EXISTING CURB & m o STRIPING NOTES & TYPICAL DETAILS, GUTTER Q GUTTER -EXISTING CURB & 20 G 2D 40 z Z scale feet c •o _ L m W O • + + NEW w REMOVE O CDR3-98 m R3-8C O O NEW m R�o DETAIL "A" Z5 i w - CURB & GUTTER pf Rq_q $g �° REUSE NEW c } a SP-I RR8_37° g o q" WHITE EPDXY _go( - r_ o NEW 0. m OUTSIDE EDGE °o R8-17 3° WuJ �° R3W9D o 0 0 0 4" YELLOW EPDXY ' ''�BTONAL` O\ M o cQ P.I. STA. 12+24.8, 17.2' LT. o \ \ \ o 'III" to + NEW CURB &\`� STA. 15+96.0 tC END STA. 12+11.2, 22.9' LT. o NEW CURB & O R/W GUTTER END 4" WHITE BASELINE O c0 NEW 4" STA. 13+53.0 GUTTER O \�� O WHITE L END 4" PLASTIC ` O I" O PLASTIC STA. 12+76.7 R/W BEGIN 4" PAINT Lu x J NEW SIDEWALK Z ^ NEW SIDEWALK �'= N -CDC m OLLI O cn Z I NEW 4" YELLOW , = o OUTSIDE EDGE d (1) °� ILO J - - STA. 13+53.0 NEW WHITE PLASTIC NEW q" DURSTON RD. U 4" YELLOW EPDXY •__ 3 a M END STA. 12+24.8 6.5' LTA. 12+91.7 R - BEGIN TWLT ARROWS (TYP. 1 WHITE PAINT SOLID & DASHED PAINT H p) p tC M U �6.5' LT. 15.0' P.T. STA. 13+10.I LANE NEW 24" WHITE PLASTIC "� 4° WHITE EPDXY j ~ M X P.I. STA. 12+24.8 4.0' RT. - - I- �_ Z m W tD �_ 6.5' RT. - DURSTON RD. - - - - - I o CURB & GUTTER __ <o N = O NEW LUMINAIRE NEW 24„ + O N = U' N d m STA. 13+63.4 NEW 4" NEW 4" YELLOW (TYP. ) + + O BEGIN STA. 12+44.8 STA. 12+96.7 R.=2.0' BEGIN 4" WHITE WHITE PAINT SOLID & DASHED PAINT WHITE PLASTIC I O .5' RT. END 4" WHITE P.C. STA. 13+08.2 + 6.5' RT. DETAIL "A" NEW 8" YELLOW NEW SIDEWALK Q SIDEWALK PLASTIC 0 p of NOTE: R/W DIMENSIONS ON DETAIL "A" ARE -N- NEW CURB & NEW 24" YELLOW PLASTIC �. R/W NEW CURB & DRIVE I TO THE EDGE OF THE NEW STRIPING. Z GUTTER R/W AT 30' AT 25' SPACING GUTTER 0 i I _ I DRIVE ( o \ o RECORD DRAWING Lo NEW 4' HOUSE HOUSE Z I WHITE PLASTIC i W HOUSE a Q DRIVE \' I o R3W96° OCTOBER, 2007 w = an NOiSanO 0 RSTON nu li I a2 � ma a Sheet No. a 00 DUD NEW REUSE MARVIN at ASSOCIATES 20 0 20 40 � R/W Si-I Traffic,Trans Transportation & Civil En ineers STOP 4ED3T REUSE IN 6-7 P 9 S-1 scale feet Z NEW 1300 North Transtech Way PH:(406)655-4550 R/W R I-I W,619P R3-17 RS-3° Billings,Montana 59102 FAX,(406)655-4991 'f I I Copyright e 2006 HKM Engineering Inc., All Rights Reserved. REUSE NEW + S1-1 00 R3-17 m o° CURB & GUTTER RESET R/W W16-7 + f R8-3o 4-D3 O IF: M RI-I HouSE R3W98 O L0 REUSE o4" WHITE EPDXY S1-I aO a O Q W16-9P ¢OUTSIDE EDGE DETAIL "A" 0 • > O 4" YELLOW EPDXY O a 0 0 p O o au Nc1SPJD0 0 0 DURSTON nn ,� o ° ' fJ p BASELINE NEW CURB & o - _- O c•� GUTTER NEW CURB & • - °° GUTTER ° i ° I z 19 R/W z R/W I c O ❑ 3 ¢ ��ooF a O NEW SIDEWALK lJJ L o OUTSIDE EDGE z 0 o _ 4" YELLOW EPDXYW NEW SIDEWALK r� 4" WHITE EPDXY z = m J NEW 4" YELLOW I U _ NEW 24" END TWLT NEW WHITE PLASTIC NEW 4" SOLID & DASHED PAINT STA. 1251.5 m DURSTON RD. ARROWS (TYP. ) WHITE PAINT CURB & GUTTER = WHITE PLASTIC Q U - STA. 19+36.5 LANE o Q _ � STA. 16+63.2 BEGIN 4" WHIT O DETAIL "A" I� - STA. 19+56.5 I o z NEW 24" WHITE NEW LUMINAIRE NEW 4' NEW 4" YELLOW END 4" WHITE I + o Q O PLASTIC (TYP. ) WHITE PAINT SOLID & DASHED PAINT O - z NOTE: + c� U Q o0 DIMENSIONS ON DETAIL "A" ARE cp Q d TO THE EDGE OF THE NEW STRIPING. NEW SIDEWALK II-- NEW SIDEWALK I Cl) + z C7 N } R/W DRIVE R/W o Q Z Z a NEW CURB & I - IV o w O H GUTTER I N (1) O N Y aY c J I z Q Q Z O a o a NEW NEW CURB & w CD wo HOUSE R3-9B HOUSE GUTTER o W W Q + N DRIVE N > o IV (fl n O Q = NEW z� Imz, z Q z Z o R3-17 0m R8-3a Q1 (n (/) x STOP CID R/W U) w DG m rn 0 R/W � EXISTING CURB & R/W RESET O 20 0 20 40 0 GUTTER O RI-I REMOVE m EXISTING CURB & z scale feet z° z EXISTING CURB & W11-I GUTTER W16-I GUTTER 0 0 NEW USE AS IS •o NOTES, 133-17 OHD3 I W i L 1 . STATIONS & OFFSETS ARE TO THE + RB 3a l!1 + REMOVE Q O II p l CENTER OF THE NEW STRIPING, R3W9B W16- = O lil O �N O c REUSE n+ " ry`9 2. SEE SHEET N0, S-6 FOR SIGNING & �,Jjjo N RECORD DRAWING � T," �� I1 " ;fRoear STRIPING NOTES & TYPICAL DETAILS. DETAIL "A" NoIntl + ; � OCTOBER 2007 :_ 00 - p li W , NAL•`�,�\ Cl) STA. 21+47.5 O ii Z END 4" PAINT R3W5 i I J cD I o BEGIN 4" PLASTICCD I a o NEW CURB & Z I CD NEW 4" p GUTTER R/W Q ci O) a0 R/W WHITE PAINT JA �_ L1 M I a 7 x LV ° NEW SIDEWALK I C'5 N O LL NEW SIDEWA O m z STA. 23+10.2 +72.8 J 27.7' LT. T. + R3W5 M M = NEW 4" YELLOW STA. 21+97.5 NEW 4" DBLE. 24" I V 3 C M O U I BEGIN TWLOTS 0 DURSTON RD. SOLID & DASHED PAINT 6.67' RT. YELLOW PLASTIC I.00 NEW 8 N Z� e H M x cD NEW LUMINAIRE s 6.33 WHITE TIC r W Q I LANE BEGIN 8 WHITE r PLASTICj Z m N W 4 0 6.00' O WHITE PLASTIC _ -�� NEW 24" Y i N OC O I 20+23.4 r (TYP. ) WHITE STA. 23+83.5 = C7 N d m S O I BEGIN 42' WHITE STA. 21+47.5 0.67' PLASTIC BEGIN 4" WHITE REMOVEO I NEW 4" NEW CURB & END TWLT EW 8" WHITE WII-1+ STA. 20+64.8 WHITE PAINT GUTTER LANE PLASTIC STA. 23+13.7 +66.2 W127.0' RT. T. N I v A D Q NEW SIDEWALK s NEW SIDEWALK o co NEW 4" R/W z z } R/W ❑ WHITE PLASTIC I - NEW WHITE PLASTIC R/WI ARROWS (TYP. ) o fT NEW WHITE PLASTIC I USE AS IS w WORDS & SYMBOLS (TYP. ) z I STA. 21+AINT = OHD3-1 z 4 a END 4" PAINT _ LLI BEGIN 4" PLASTIC Y y NEW o Lu > ^5 Z R3-8C N it EXISTING CURB & w _ ax NO1S800 ills GUTTER x DURSTDN nu HOUSE m NEW z = li Sheet No. 20 0 20 40 w R3-17 NOTE: 1-- OIL LY R/W �� MARVIN & ASSOCIATES EXISTING CURB & R8-3a GUTTER z EXISTING CURB & w Traffic,Transportation & Civil Engineers S-2 scale feet STOP RESET m SEE SHEET N0. S-7 FOR GUTTER � J O 1300 North Transtech Way PH:(406)655-4550 z R/W CONC. DRIVE RIDS I5th AVENUE DETAILS. R/W O Bilfings,Montana 59102 FAX.(406)6551991 of 11 z Copyright a 2006 HKM Engineering Inc., All Rights Reserved. } CURB & GUTTER NEW dOlS RESET j i A m ,I; LB & E R3-8C 0 RI DI > (� USE AS IS o m > 0 4" WHITE EPDXY I c ad Nolsana Z SP-3 L OUTSIDE EDGE l R3W17 ouRs7oNa� O D— W 0 0 0 4" YELLOW EPDXY DETAIL "A" R8-3o W I ENTER p N Lu o N � w m o � � � O + 0 Q Y o I I U BASELINE + `�` 0 m z o O m O -- w NEW 4" R/W STA. 27+73.0 WHITE PLASTIC STA. 25+36.2 NEW CURB & BEGIN 4" WHITE z N3N 0 0 41±/W < END 4" PLASTIC GUTTER 3 � o ol BEGIN 4" PAINT W a 3 d OUTSIDE EDGE NEW SIDEWALK Z o 4" YELLOW EPDXY Z NEW SIDEWALK -i - o rn 4" WHITE EPDXY J = � rr, STA. 27+28.2 C) = STA. 24+86.2 NEW 4" YELLOW NEW 4" STA. 27+13.0 END TWLT DURSTON RD. -a o - NEW 8" WHITE 6.67' LT. STA. 25+36.2 SOLID & DASHED PAINT END 4" WHITE m r- CURB & GUTTER jpL ASTIC BEGIN TWLT WHITE PAINT LANE Q END 8" WHITE LANE — — STA. 26+19.1 � I o A STA. 27+37.8 STA. 27+83.7 O o Z DETAIL "A" O e NEW 4 BANE TWLT o O NEW WHITE PLASTIC NEW 4" YELLOW NEW WHITE PLASTIC WHITE PAINT O NEW 4" DBLE. _ + I DURSTON R D. WORDS & SYMBOLS (TYP. 1 YELLOW PLASTIC SOLID & DASHED PAINT ARROWS fTYP. ) N � Q O DIMENSIONS ON DETAIL "A" ARE N ZD TO THE EDGE OF THE NEW STRIPING. NEW LUMINAIRE (TYP. ) H a d + 74" NEW SIDEWALK m Z (J M ° _ O GNEW UTTER & R/W I 0 Z d —N— U 0 o� cn o c U) C)STA. 25+36.2 NEWEND 4" PLASTIC R3-17 BEGIN 4" PAINT R8-3o I o Q Z O NEW R3-913 o R3-17 NEW CURB & m W Q + R8-3a �1r1 GUTTER n o 0 Ur v REMOVE O Z N In m WI I-9 0 m Q Z i O SPUIE 20 0 20 40 0 RE R2 I(25) e scale feet z 0 m E I AS IS W OVERHANG NOTES: R5 W 1 . STATIONS & OFFSETS ARE TO THE SP-3 NEW E o+ + d 3 CENTER OF THE NEW STRIPING° OP- 1 7P10 0 0 00 USE'ASIS I lON OD SP-2 °0it 4N''', 2. SEE SHEET NO. S-6 FOR SIGNING & DO NOT REUSE E OCE WIM09A *_`� a DETAIL "A" sP-1 anv STRIPING NOTES & TYPICAL DETAILS. ENfEfl "A: y�_ ° I o 00 ANAL•`�`r` �01)FLAGPOLE NEW CURB & ° 0 51 BASE (p GUTTER 0 0 0 0 0 0 o SIGN NEW CURB & p GUTTER n O R/W ci 0) (D 00 : R/W I LLI = C M Lu NEW SIDEWALK NEW SIDEWALK Z p)_ U) ^ Q Z J C m Y O LL J = d d U) 00 LOC') a) = NEW 4" YELLOW U C 3 H cMp DURSTON RD. NEW 4" SOLID & DASHED PAINT STA. 30+92.7 Q e N M cQ WHITE PAINT w Y Z CO O CD 2 C7 C-4 O NEW 4 NEW 4" YELLOW NEW WHITE PLASTIC DURSTON RD. + O NEW LUMINAIRE (TYP. ) WHITE PAINT ARROWS (TYP. ) M I + SOLID & DASHED PAINT 00 NEW SI EWALK (n NEW SIDEWALK R/W cD - N- rj! o Z _ O R/W O o ENCE " O w° o NEW CURB & o RECORD DRAWING z GUTTER NEW CURB & GUTTER OCTOBER, 2007 - z I o � w i� Iz� R3W9B (I� o < r mp I V Sheet No. 20 0 20 40 I REMOVE �� MARVIN & ASSOCIATES W 1 1-9 A Traffic,Transportation & Civil Engineers S-3 scale feet 1300 North Transtech Way PH:(406)655 J550 Billings,Montana 59102 FAX.-(406)655-4991 c f I I Copyright n 2006 HKM Engineering Inc., All Rights Reserved. NEW CAo r R3-17 w UPR8-3a m o 0 CURB & GUTTER + + + � ifl W O O O > T S 4" WHITE EPDXY NEW O O REMOVE O a m p R3-9B WII-9 NEW a o OUTSIDE EDGE J I R3-913 •� ? 0 0 4 O " YELLOW EPDXY iW DETAIL "A" w '> 0 0 W r� 1' e Z o BASELINE i s I NEW CURB & ° GUTTER R/W Y �3 R/W z NEW CURB 0 o I GUTTER o 3- moo o OUTSIDE EDGE I NEW SIDEWALK Lu o 4" YELLOW EPDXY Z • - (JJ I NEW SIDEWALK o J 4" WHITE EPDXY Z m J 2 p _ NEW WHITE PLASTIC NEW 4" YELLOW i- CURB & GUTTER = NEW 4" ARROWS (TYP. ) SOLID & DASHED PAINT I H () I STA. 32+58.4 WHITE PAINT Q °' u� \,-j Q g3+50.0 O � Z DETAIL "A" NEw LUMINAIRE DURSTON RD.I O O STA. 32+32,5 NEW 4' NEW 4' YELLOW ITYP. ) + o O NOTE: + I DURSTON RD. WHITE PAINT SOLID & DASHED PAINT ZL M U Z DIMENSIONS ON DETAIL "A" ARE fV X ZD Q o a + TO THE EDGE OF THE NEW STRIPING. ro I I ~ Q Q Ua NEW SIDEWALK � NEW SI EWALK o Z 0 0 o I O Z a GUTTERRB & R/W I —N o LU H r O NEW CURB & I`^'�) ; z O Z O O GUTTER R/W LIJ Q + O o N Ur N RR TIE PLANTE 2a I Z m Z M NEW I _ O Z Q m i Im9 R3-98 N (n O °z1r�za NEWWAN;). N (n � R3-9B R3w 0:1 NE 17 20 0 20 40 0 0 RS-3a scale feet z 0 0 NOTES* REPLACE d W W NEW 1 . STATIONS & OFFSETS ARE TO THE o WI ' +O R3W98 +O W R8-3a REMOVE CENTER OF THE NEW STRIPING. w11-I o NEW o �NJ, J o R3-17 , W16-I z z REUSE O N 4 R8-3a NEW " n ug �a SP-I uY+ t�..•..«...,h9''; 2. SEE SHEET NO. S-6 FOR SIGNING & W WII-2 DETAIL A s .�t� ROBERT STRIPING NOTES & TYPICAL DETAILS, NA 00 ' NEW CURB & NEW LUMINAIRE NEW CURB & i R/W GUTTER (TYP. ) GUTTER R/W JJ (D i~ PLAN I PLANTER I CDaLu I a I � o J NEW SIDEWA K C C Y_ M NEW SIDEWALK STA. 39+94.4 7 � X N n Q H NEW 24" STA. 39+90.7 m " O LL NEW 8" NEW 4" YELLOW NEW WHITE PLASTIC N f!1 W O � Q I STA. 37+07.I WHITE SOLID & DASHED PAINT ARROWS (TYP. ) END TWLT 4) O C M LO (t) WHITE PAINT DURSTON RD. 'WHITE 20.5' LT. PLASTIC LANE __ "O M STA. 37+63.I I = N 20.5' LT. — — — I Z Lu :: r' xp uj LO O L NEW 8" I J .0 Z mWHITE O + NEW 24" PLASTIC STA. 37+78.7 NEW 4" YELLOW STA 39+95.7 I = Y N O - O BEGIN 4" WHITE SOLID & DASHED PAINT DURSTON RD. END'Al" WHITE I V = C7 N tl m v Cl) I WHITE PAINT WHITE STA. 37+02.5 STA. 37+61.0 Q PLASTIC 20.5' RT. 20.5' RT,11 I H NEW SIDEWALK EW SIDEWALK CD ❑ NEW CURB & R/W I O w GUTTER + ° R/W OV z HOUSE NEW CURB & CONE. DRIVE w GUTTER 0 o R3 NE W17 o HOUSE I O Z y ; R8-3a z1� RECORD DRAWING z WE gm Q I o z R3W9B OCTOBER, 200/ w W16-1 VVV = m Sheet No. 20 0 20 40 NOTE: �� MARVIN & ASSOCIATES NEW SEE SHEET NO S-7 F 0 R Traffic,Transportation & Civil Engineers S /� scale fleet WI I-2 O ii —�} W 16-7 P �'� 1 1 t h AVENUE DETAILS• 1300 North Transtech way PH:(406)655-4550 Z Billings,Montana 59102 FAX:(406)655 J991 t I I Copyright (a 2006 HKM Engineering Inc., All Rights Reserved. 2� o Iv m ° CURB & GUTTER NEW + + R3W17 + WI-7 O 0 R8-30 O Wl NEW 0 4" WHITE EPDXY O R3-9B W O WEP7ACE wt6-7P n m OUTSIDE EDGE Wz, Z DETAIL "A" 0 0 • ' o z 0 00 4" YELLOW EPDXY 0g r0 m M > 0 0 NEW CURB & GUTTER i LLICD u z - BASELINE I Z L o I O I I (D NEW • - -" 19 NEW LUMINAIRE GUTTER RB & (TYP. ) R/W I z N3N 0 T W SIDEWALK 1 ° I 3 Q� moo o I R/W x x x x OUTSIDE EDGE 1 0 4" YELLOW EPDXY NEW • - Z NEW SIDEWALK o 4" WHITE EPDXY J i O = NEW 8" NEW 24" + v p - V NEW WHITE PLASTIC NEW 4'. YELLOW WHITE PLASTIC WHITE N CURB & GUTTER STA. 4WLT NEW 4" "ARROWS (TYP. ) SOLID & DASHED PAINT STA. 42+96.5 PLASTIC 0 Kn Q I BANE TWLT WHITE PAINT STA. 43+29.8. rL o I DETAIL "A" p I DURSTON RD. - STA. 43+74.4, rt I O 1 STA. 40+62.4 NEW 4" NEW 4" YELLOW WHITE 4 NEW 8" BEGIN 4A. 3+8 WHITE o Z Z + 1 BEGIN 4" WHITE WHITE PAINT SOLID & DASHED PAINT DURSTON RD. PLASTIC G� O NOTE p 1 WHITE PLASTIC U L) Q CD DIMENSIONS ON DETAIL ''A" ARE USE AS IS ¢ d + TO THE EDGE OF THE NEW STRIPING. Q 4-D3 it Q 00 NEW SIDEWALK NEW SIDEWALK RI-1 o Z Q Z ppp o 0 O R/W • Lu O a ~ R/W o U OC (A NEW CURB & ° ° I W GUTTER NEW CURB & Tn C) HOU GUTTER as N01S800 N Z j DURSTON nu o Q Z O Z O o NEW NEW W Q + W o R3-17 R3-9B W o IV Ur O HOUSE > DRIVE STOP Z O Z > R8-3o I -It Q n as NO15aD0 � ZJ� — 0 CIOZ Q DURSTON P° v NEW 0 (n WIT 20 0 20 40 O 0m W16 7P N Z) DRIVE STOP USD3AS IS O O scole feet z Z RI-I Z / 0 NOTES: U-1 NEW I 0-) 2 1 . STATIONS & OFFSETS ARE TO THE + + CENTER OF THE NEW STRIPING, s 1?"o O W > NEW O „ Q _ • R3 17 R83 O,14 A - 0 . 2. SEE SHEET NO. S-6 FOR SIGNING & ..q ��• Z '*;'4oeexr STRIPING NOTES & TYPICAL DETAILS. DETAIL "A" 00 •: s W Y 7E ;•b� 00 NEW O m •:E::•� C,1 6-OM4-2 • �. �NA1.♦ �p • • CO • • cfl 1 NEW CURB & O GUTTER m • NEW CURB & p I R/W GUTTER R/W n O I e c a 00 W � I o �'Z x — N ri Q W �x x NEW SIDEWALK J m W OLi Z I NEW SIDEWALK 4-1 J V = Cm (J NEW LUMINAIRE NEW 4" YELLOW NEW 4" I Q •� C4 M Q I SOLID & DASHED PAINT STA. 46+72.3 WHITE PAINT _ W ) f7 x0 ui I DUR T N RD. (TYP. I J iNO CO CD + I O EW WHITE PLASTIC NEW 4 STA. 46+46.2 NEW 4" YELLOW DURSTON RD. 1 00 + � ARROWS ( TYP. ) WHITE PAINT SOLID & DASHED PAINT V � Q NEW SIDEWALK - fn 1 R/W ? NEW CURB & -1 s R/W CURB & GUTTER w NEW CU - GUTTER RECORD DRAWING z - OCTOBER, 2007 w NEW REUSE R3-17 REMOVE SP-1 NEW R8-3o WSP-I R3-17 FENCE Sheet No. o, N ualtaa R8-3o Z �� MARVIN & ASSOCIATES 20 0 20 40 < Traffic,Transportation & CivilEngineers1�°° S-5 scale feet REUSE TO 1300 North Transtech Way PH:t406)6551550 NEW USE AS IS Z STA. 48+17. RT. Billings,Montana 59102 FAX.-(406)655-4991 R3-98 R5-1 m R3-8CS of Copyright e 2006 HKM Engineering Inc., All Rights Reserved. LLJ EXIST. CURB & USE AS IS Y OHD3 NOTES, + w Q PLNTR.LO GUTTER SIGN ♦DURSTON RDIIPEACH ST 1 . STATIONS & OFFSETS ARE TO T H E NEW REUSE o O = BASE CENTER OF THE NEW STRIPING. L O R2-1(25) I a m Z¢R3-9C SP-I BLDG. x p��� p��� p��� J SP 3 2. DIMENSIONS SHOWN ARE TO �z1 F NEW o < USE AS IS • L R3-17 USE AS IS w w 3 m�yl jo W (lip R8 3a OHD3 R/W a Z o + REMOVE THE EDGE OF THE NEW STRIPING. d J N w n �, R/W O z R3-17bS W < EXIST. CURB & .II. ra I r O ry Z L STD. 48+16.8 GUTTER Cv% uO! O p m z F Vlp N N END 4" PAINT , 3. SEE THIS SHEET FOR SIGNING & BEGIN 4" PLASTIC LLoY xw x m ¢ ` w� w STATUE m w STRIPING NOTES & TYPICAL DETAILS. NEW 4" WHITE PAINT rr NEW CURB & STA. 49+49.8 Y z ¢ate NEW 4" GUTTER END 4" WHITE R/W 3 NEW LUMINAIRE I R/W rr WHITE PLASTIC o o 3 (TYP. ) o o F lJJ NEW SIDEWALK STA. 49+76.1 IST. SIDEW L USE AS IS o, Z 32.I' LT. EXIST. 24" J WHITE USE AS IS 2 I NEW 4" DBLE. 5.17 10.00' NEW 8" EXIST. 8" USE AS IS EXIST. CURB & L) I DURSTON RD. YELLOW PLASTIC WHITE PLASTIC WHITE EXIST. 24'' PEACH ST. GUTTER o WHITE Q 6.00' I- - y,33' EXIST. CURB & NEW 24" USE AS IS GUTTER o Z WHITE PLASTIC EXIST. 8" o O O STA. 48+16.8 STA. 48+66.8 5,17' WHITE USE AS IS H z O I END TWLT 6. i7 RT. 10.00' Q O LANE BEGIN 8" WHITE STA. 49+84. 1 EXIST. 24" U J O + - - - - 25.3' RT. WHITE EXIST. SIDEWALK ZD (L + v Q Q Z NEW SIDEWALK m ~ O Ln o z Q Z a_ STA. 49+19.0 R/W -N - O Z H NEW 4" END 4" WHITE Y SIGN o U 0 0: 1) NEW 4" R/W WHITE PLASTIC NEW WHITE PLASTIC a POST BLDG. LU WHITE PAINT 3 io CCU) O WORDS & SYMBOLS ITYP. USE AS IS) I w -' S2-1 v' � OHD3USE A5 IS i S4-I z Q Q Z O STA. 48+16.8 NEW CURB & NEW 8" WHITE PLASTIC Y 132-1(15) END 4" PAINT I GUTTER /\I� V, G o . = LV Q + BEGIN 4" PLASTIC NEW 4" WHITE PLASTIC a \�\ a �j _ 1�d o IV Ur QOBLDG. NEW SKIP LINE (2.0' STRIPE w W ll u w EXIST. CURB &R3_,7 & 6.0' GAP) o GUTTER USE AS IS $ �+ O m Z NEW Z v R3-17b USE AS IS R3-8C5 ,g Z R3-9D REUSE FROM < O [OZ �r1 OHD3 = _ R/W N O STA. 46+93. RT. t�rlmr7i0 v Z .z R3-SCS s WBMOVE r y « 08 NO1S800 15 HJtl3d♦ R/W w ^ =Q 20 0 20 40 0 ^' z CURB & 0 I w� PLNTR. scale feet GUTTER Z a m 0 L d SIGNING DEFINITIONS • BEGIN POINT I. NEW - SIGNS DESIGNATED "NEW" SHALL BE FURNISHED DURSTON ROAD 50' 8 10 8' WHITE PLASTIC NEW AND ERECTED AT THE LOCATIONS SPECIFIED. 8' - UNLESS NOTED TWO WAY LEFT ARROWS 2. REUSE - SIGNS DESIGNATED "REUSE" SHALL BE REMOVED OTHERWISE TURN LANE "0'ft FROM THE EXISTING POST OR POSTS AND REMOUNTED 4" WHITE EPDXY 2' �'••• •4's WHEN REQUIRED ON A NEW POST OR POSTS AT THE LOCATIONS SPECIFIED. �, � .` ?ROeEEi CENTER MARKINGS 4' 20' 8'8'8' MINIMUM = 60' 8'8'8' 20' YP TYP. 3. REPLACE - SIGNS DESIGNATED "REPLACE" SHALL BE REMOVED IN LANE WHITE PREFORMED =a` AND REPLACED WITH NEW LOCATIONS.ONS,POST ORE POSTSFIED NEW HE EXISTING ORGSPECIF IED THERMOPLASTIC (TYP. 5.17' ,� ��- CENTER�N LANE EPDXYLLOW CENTER IN LANE foNA`.E�•�2`, M 4. REPLACE SIGN FACE - SIGNS DESIGNATED 'REPLACE SIGN FACE" SHALL BE REMOVED FROM THE SUPPORTS AND REPLACED WITH W 20' 4' 6' 6' NEW CURB & WHITE PLASTIC 8" WHITE WHITE PLASTIC 4" DOUBLE I THE SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. W GUTTER STOP BAR PLASTIC WORDS & YELLOW EPDXY O Ec B' WHITE PLASTIC LANE LINE svMeoLs TYPICAL TWO WAY LEFT TURN LANE MARKINGS 5. USE AS IS - SIGNS DESIGNATED "USE AS IS" SHALL BE LEFT IN PLACE. F- CROSSWALK NOT To SCALE 00 6 ATRTHETLOCATIONSNS DSPECIFIED N E USING ETHESEXIST ING HALL BE REMOV ED AND AND TYPICAL RESET N TYPICAL CROSSWALK & TURN LANE MARKINGS 1`1 _ 0.SUPPORTS. Lw = C (D p NOT TO SCALE - fY) 7. REMOVE - SIGNS DESIGNATED "REMOVE" SHALL BE REMOVED, TO INCLUDE 4" � 7 Q THE SIGN OR SIGN ASSEMBLY AND SIGN SUPPORTS. C N•7 O < 4 N fn LL 00 O Qi TYPICAL BICYCLE LANE PAVEMENT MARKING DETAIL 4" DOUBLE YELLOW SIGNING NOTES: z EPoxr a� o c M H m NOT TO SCALE _ N 2 I. SEE SHEET N0. S-8, 9 & 10 FOR SIGN SUMMARIES. 8' UNLESS NOTED uJ ch X O OTHERWISE rig .0. Z 000 O)O 2. SEE SHEET NO. S-11 FOR SIGN INSTALLATION DETAILS. 4 2 4" YELLOW rri TRIM 8" YELLOW OVERLAP Y i N O .0 O EPDXY r THIS AREA = (J N d m � 3. ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED WHITE PLASTIC BY DELIVERING TO THE CITY SHOPS AT 814 NORTH 2' 50 ARROWS BOZEMAN AVENUE. 2' (4.52 sq. ft. ) - STRIPING NOTES: (4.89 sq. ft. ) WHITE PLASTIC 8" YELLOW 8" YELLOW STOP BAR CENTER IN LANE EPDXY EPDXY L7 I. ALL NEW PAVEMENT MARKINGS THAT ARE * WHITE PLASTIC z CROSSWALK LABELED AS PLASTIC WILL BE INLAID HOT-EXTRUDED HYDROCARBON 6.0' u THERMOPLASTIC. SEE SPECIFICATIONS FOR DETAILS. 4 ° TYPICAL 4" DOUBLE YELLOW TO 2. ALL NEW PAVEMENT MARKINGS THAT ARE0 TYPICAL LADDER CROSSWALK & TURN LANE MARKINGS 8" YELLOW TRANSITION DETAIL z LABELED AS PAINT WILL BE EPDXY PAINT. O NOT TO SCALE NOT TO SCALE co 3. ALL NEW BIKE SYMBOLS & ARROWS WILL BE Z PREFORMED THERMOPLASTIC. SEE SPECIFICATIONS �2. ' 3.0'FOR DETAILS. RECORD DRAWING Sheet No. 4. OBLITERATE EXISTING PAVEMENT MARKINGS �� MARVIN & ASSOCIATES AS SHOWN. SEE SPECIFICATIONS FOR DETAILS. TYPICAL BICYCLE LANE SYMBOLS DETAIL Traffic,Transportation & Civil Engineers S-6 NOT TO SCALE O CTO B E R 2007 1300 North Transtech Way PH:(406)655-4550 J V 5. ALL DIMENSIONS ARE FROM THE BACK OF CURB. Billings,Montana 59102 FAX:(406)655-4991 of Copyright n 2006 HKM Engineering Inc., All Rights Reserved. REMOVE NEW USE AS IS 0 Cl) NOTES: o W USE As IS R3-5 OHD3-2 p 1. STATIONS & OFFSETS ARE TO THE o + Rz-1(zs) O CENTER OF THE NEW STRIPING. O `r t�� W J Z STA. 5+00.00 NO. I STH AVE. (SO. )= o m O �J'm a w f Z I1 STA. 23+39.91 DURSTON NEW L Y �Z NEW Q 11I 0 STA. 5+00.00 NO. 15TH AVE. (NO. )= R7-3AL 2. DIMENSIONS SHOWN ARE TO a M J 137-1 STA. 23+40.28 DURSTON THE EDGE OF THE NEW STRIPING. cn (A 20 � • z USE AS IS REW3AR �`� �° j W �„ `Q �. l 3. SEE SHEET N0. S-6 FOR SIGNING & X R7-107A O \` O REMOVE USE AS IS STRIPING NOTES & TYPICAL DETAILS. a �' I W al® I O o + e z Q } Q v / R7-IL NEW P.I. STA. 7+01.0 i EXIST. `� / R7-1 O 16.0' LT. (MATCH) _ LUMINAIRE 1 O P.I. STA. 7+01.0 • �w (TYP. ) NEW �� OBLITERATE EXIST. P.I. STA. 6+I I.0 I I.0' LT. (MATCH)EXIST. CURB & R/W R7-I PAINT MARKINGS Nam GUTTER R/W ` R/W (TYP. ) 22.0' LT. N a� ` o o EXIST. SIDEWALK Z EXIST. CURB & o a- ��oo ` P.I. STA. 6+I I.0 .r GUTTER o 3 EXIST. SIDEWALK ` - 5.17' 18.7' LT. 7 USE AS IS - ~ v EXISTING 4" N N" NEW 8" v v __________________ 24 0' WHITE PAINT WHITE ____ __ ___ _ 0 12. 16' NEW B" WHITE PLASTIC _ _ v NEW 24" YELLOW PLASTIC NEW 4' DBLE. 14.00 PLASTIC m _ ------------------------------------------P.I. STA. 6+68.4 STA. 7+01.0. CL STA. 3+01.0, CL AT 30' AT 25' SPACING YELLOW PLASTI 1.00' (TYP. ) 0.67' $TA. 5+91.0 NEW 8.. USE AS IS C NO. 15TH AVE. BEGIN 8" YELLOW g, 2.5' LT. END 8" YELLOW YELLOW PLASTIC EXISTING 4" DBLE. END 8" WHITE T:1 I5: 1 (MATCH) - YELLOW PAINT o__ - T: 0.6 NEW 24' 19 ____ _ ______�______________ _. o NEW 8' 2.8 RT' PLASTIC _ 12.00 - ----�_ ------r ------ - - NO. 15TH AVE. • 15: 7' _ II. 17' o NEW 24" YELLOW PLASTIC GU EXIST ER CURB & 12.38' `� 1.00' AT 30° AT 25' SPACING YELLOW PLASTIC P.I. STA. 3+41.4 WHITE - �_z� P.I. STA. 6+11.0, 6.0' RT USE AS IS Z _____ EXISTING 4" � LLJ WHITE PAINT U Q STA. 3+89.I, 3.9' LT. L d Z O O END 8" YELLOW 5.17' P.I. STA. 6+I I.0 ^ � w Q W BEGIN 4" DBLE. YELLOW P. 7' RT EXIST. SIDEWALK + Z Vr > o Q Z_ Q P.I. STA. 7+01.0 EXIST. CURB & • ~ d L 11.0' RT. (MATCH) GUTTER z BEGIN +9 WHITE\ 41N 4 PLASTIC 22I 0. RT.RT. 6+1 I.0 R/W c� 0 0 � P P.I. STA. 7+01.0 o Lu H NEW YELLOW R/W O I6.0' RT. (MATCH) ti CC U) cz R/W � � PAIN MARKING NEW WHITE PLASTIC NEW 4" WHITE N z Lu WORDS AND SYMBOLS PLASTIC (TYP. ) ov � SUMMARY (TYP. ) z D Q Z W THIS i NEW 24" WHITE PLASTIC Q Z z NEW 8" WHITE PLASTIC AT 30° AT 25' SPACING Q LU Q Z R7W3AL ��� Lu R Pal R7SSP \ vit REET (TYP. ) R7W3AR Z 0 Z Q m NOTE: NEW YELLOW CURB MARKING PAINT � � R7W' z J� R3C NEW5 /y SEE SHEET NO. S-2 FOR O O DURSTON ROAD DETAILS, STA. 3+I8 TO STA. 4+52, LT. N O LY ASPHLT Z p 2� N 0 STA. 3+01 TO STA. 4+52, RT. `I NEW r USE As Is 20 0 6 40 STA. 5+46 TO STA. 7+01, LT. w USE As Is R7-1 j R3-17 z STA. 5+46 TO STA. 7+01, RT. 2 OHD3-2 REMOVE scale feet + R7-1R a 0 •o 0 L N w SPE3 + O AS IS a + + R3-17b5 + • z NEW O O 00 37-IL O Z USE AS IS Z o . SP-I c' o W (n A p 014 AAA REUSE FROM SP-2 o Y o "" "�11 " RESET \�f'� `�, NEW YELLOW CURB MARKING PAINT STA. 3+16, RT. REUSE m 4-D3 ,*r� R7-SP R7-3AR Q 11," =vi sue= STA. 3+00 TO STA. 4+52, LT. _�� + o ��t a - . 2, m STA. 2+65 TO STA. 4+52, RT. W6oaa � R/W o _ Al" WE EXIST. a 111111' CIDLUMINAIRE (TYP. 1 cfl O (p 1`1 O 1 Ct CA N 00 EXIST. SIDEWALK o o = .= M x y = U) STA. 5+00.00 NO. 15TH AVE.= m O ILL OBLITERATE EXIST. I STA. 37+31.26 DURSTON Lo O 4" DBLE. YELLOW NEW 24" YELLOW PLASTIC NEW 4" DBLE. 18.34' NEW 8" C 3 -p M M EXIST. CURB & STA. 2+64.6, CL PAINT (TYP. > AT 30° AT 25' SPACING YELLOW PLAST C I.00' 11.17' WHITE PLASTIC p1 O C M GUTTER BEGIN 8" YELLOW ~ IN X tD LU -- NO. 11TH AVE. - ---- - _- -___ _ _____ ------- - o.67 .� z m rn O 'c NEW 8" 5 ' T ' RECORD DRAWING = Q9 N o m USE As Is EXIST. CURB & YELLOW PLASTIC P.I. STA. 3+31.3 EXISTING 4" DBLE. GUTTER YELLOW PAINT 4.S RT. 13.67' NEW OCTO B E R I WHITE PLASTIC � / 2oo•7 EXIST. SIDEWALK w NEW YELLOW END 8" YEL6oW3.7' LT. NOTE: Z CURB MARKING BEGIN 4" DBLE. YELLOW PAINT - SEE y SEE SHEET NO. S-4 FOR w R/W SUMMARY R/W O DURSTON ROAD DETAILS. w THIS SHEET STA. 4+08.6 0 a Z BEGIN 8" WHITE f2 NEW WHITE PLASTIC _ RESET Z NEWd' WORDS AND SYMBOLS I RI-1 w 20 40 R7 3AL REUSE TO (TYP. ) z STA. 3+00, LT. USE AS IS NEW 8" WHITE PLASTIC Sheet No. scale feet R7-SP g R7-I �� MARVIN & ASSOCIATES REMOVE j U) Traffic,Transportation & Civil Engineers ^-� R7-IL NEW I J R 3-8 CS z Z) 1300 North Transtech Way PH:(406)655-4550 K m , 1 00 IBillings,Montana 59102 FAX:(406)655 1991 cf II Copyright Q 2006 HKM Engineering Inc., All Rights Reserved. SIGN SUMMARY REFL SNTG SIGN PANEL(SO.Fr.) STEEL POST(LSS.) SIGNS 'o m TYPElF \ O� A. Chi ¢ �,tpT C 2A° 'C PO= 3P °� J�OP Jr1r�J=J �OJOJ 'e g°jy y� REMARKS : o �,` a°v9 DURSTON ROAD z° 11+07, RT. OUR 133-17 2-6x2-0 III - 5.0 s R8-3a 2-Ox2-0 III - 2-0 so?'TuBE 12-7 7-0 3-0 4.0 71 _ 11+31, LT. OUR R3-8B 4-Ox2-6 III - 2-0 SO. TUBE 11-0 7-0 3-0 10.0 65 z 5 12+25, LT. OUR R4-4 3-Ox2-6 III - 2-0 ,T!' U'BE 11-0 7-0 3-0 7.5 65 z - 12+74, LT. OUR R3-8C REMOVE c 12+76, LT. OUR R3-17 2-6x2-0 III - 5.0 L moo R8-3a 2-Ox2-0 III - 2-0 SO TUBE 12-7 7-0 3-0 4.0 71 - : o _ 5 13+53, LT. OUR R3-9D 2-Ox3-6 III - 2-0 SO?'TUBE 12-0 7-0 3-0 7.0 69 13+50, RT. OUR 4-D3 RESET I RI-I RESET I RESET TO RELOCATED LUMINAIRE POLE 2 13+70, RT. OUR R3-9C 2-Ox3-6 III - 7.0 0 SI-I REUSE 1 WIG-9P REUSE 7-0 MOUNT ON t EW LUMIN IRE POLE I REUSE FROM STA. 13+72, RT. Z 13+83, RT. OUR R3-17 2-6x2-0 III - 5.0 o Q R8-3a 2-Ox2-0 III - 2-0 SO. TUBE 12-7 7-0 3-0 4.0 71 - 14+63, RT. OUR R3-9B 2-Ox3-0 III - 2-0 so"&E 11-6 7-0 3-0 6.0 67 . J 14+83, LT. OUR R3-913 2-Ox3-0 III - 2-0 SO.'-TUBE 11-6 7-0 3-0 6.0 67 - ir Q p Q m Z Z I- 15+76, LT. OUR SP-1 REUSE I REUSE FROM STA. 15+75, LT. o Z Q Q 0 R3-17 2-Ox2-6 III - 5.0 RB-3a 2-Ox2-0 III - 2-0 so?'TuBE 13-2 cc 7-0 3-0 4.0 119 • O Q C7 15+93, RT. OUR SI-I REUSE I Q Z W16-7 REUSE 2-0 SO Z'TueE I I-7 7-0 3-0 107 I REUSE FROM STA. I5+88, RT. ~ 16+07, LT. OUR 4-D3 RESET CLEARANCE FROM NO. 17TH AVE. zo Q Q RI-I RESET 2-0 7-0 1 RESET FROM STA. 16+11, LT. N Q Q 16+50, RT. OUR RI-I RESET 7-0 1 RESET TO RELOCATED LUMINAIRE POLE o Lu Z 16+67, LT. OUR SI-I REUSE I Q (J W16-7 REUSE 2-0 So z•TuaE 11-7 7-0 3-0 107 1 REUSE FROM STA. 17+13, LT. 0 In N (D H N � 16+67, RT. OUR WI1-1 REMOVE p W16-1 REMOVE I p 16+85, RT. OUR 133-17 2-6x2-0 III - 5.0 z° R8-3a 2-Ox2-0 III - 7-0 4.0 MOUNT ON NEW LUMI AIRE POLE + 17+93, RT. OUR R3-913 2-Ox3-0 III - 2-0 SO.'-TUBE 11-6 7-0 3-0 6.0 67 m 18+02, LT. OUR R3-9B 2-Ox3-0 III - 2-0 so"'"BE 11-6 7-0 3-0 6.0 67 ° 19+36, LT. OUR R3-17 2-6x2-0 III - 5.0 j R8-3a 2-Ox2-0 III - 2-0 So"KBE 12-7 7-0 3-0 4.0 71 19+75, LT. OUR SI-I REUSE I ",,"0 N•T•A N'�•, WIG-9P REUSE 2-0 so?'TuBEr12- 7-0 3-0 66 I REUSE FROM STA. 19+72, LT. 20+10, RT. OUR 4-D3 RESET RI-I RESET 7-0 1 RESET TO RELOCATED LUMINAIRE POLE =�o���}��#qw, u1p,S 20+43, RT. DUR R3-17 2-6x2-0 III - 5.0 ��'(b."'' �_� O R8-3a 2-Ox2-0 III - 2-0 z"' 7-0 3-0 4.0 71 - a�ONAL 19 M SO. TUBE tp 21+50, LT. OUR R3-9B 2-Ox3-0 III - 2-0 2 TUBE 7-0 3-0 6.0 67 .SO. TUBE21+50, RT. DUR R3-8C 3-Ox2-6 III - 2-0so?'TUBE 7-0 3-0 7.5 65 A CD CID n O 22+73, LT. OUR SP-1 REUSE I REUSE FROM STA. 22+88, LT. C C Y CD R3-17 2-Ox2-6 III - 5.0 'p •j M RB-3a 2-Ox2-0 III - 2-0 so z'TuSE 13-2 7-0 3-0 4.0 119 ri 22+88, LT. OUR WII-1 REMOVE I "r m Y O LL Is coO cr; W16-1 REMOVE I Yf N O O M 23+07, LT. OUR R3-5 2-6x3-0 III - MOUNT ON EXI TING SIGNAL MASI ARM 7.5 •CO C M Cl) 23+69, RT. OUR R3-5 2-6x3-0 III - MOUNT ON EXISTING SIG AL MASI ARM 7.5 �y ~ M X m 23+95, RT. OUR WII-1 REMOVE W16-1 REMOVE I C C �C � NQ - O S C7 C4 rn 24+03, RT. OUR 13-17 2-6x2-0 III - 5.0 I 38-3a 2-Ox2-0 III - k2. 12-7 7-0 3-0 4.0 71 . 24+64, LT. OUR R7-1L REMOVE I 25+00, LT. OUR R3-8C 3-Ox2-6 III - 11-0 7-0 3-0 7.5 6525+19, RT. DUR R3-9B 2-Ox3-0 III - 11-6 7-0 3-0 6.0 67 .26+03, RT. DUR SP-1 REUSE R2-1(25) REUSE 12-7 7-0 3-0 71 I REUSE AT SAME STA. tt RECORD DRAWING W Z OCTOBER, 2007 • REFL. SHTG. "I" = ENGINEER GRADE . SINGLE SQUARE TUBE REQUIRED. * TELESCOPED e5SQUARE WITH SLIP w • REFL. SHTG. "III" = HIGH INTENSITY MOUNTED IN HEAVY DUTY STUB. SEE DETAILS ON SHEET NO. S-10 BASE BREAKAWAY REQUIRED. MOUNTED IN HEAVY DUTY STUB. :Shee�t:No.SEE DETAILS ON SHEET NO. S-10 ��MARVIN & ASSOCIATES Traffic,Transportation & CivilEngineers81300 North Transtech Way PH.,(406)655-4550 VVBillings,Montana 59102 FAX.(406)655-4991 Copyright c4 2006 HKM Engineering Inc., All Rights Reserved. o SIGN SUMMARY TYPE*G SS.)2 SIGN PANEL(SO.Ff.) STEEL POST(L SIGNS 'o m mg.ah P a E z O2 0o3P O2 J�eJ3 a jy o .0 T4, Zvi 4r3` �3` J2•[' J 4i sc O m O fv` �,P e 4.1 c� mPme `J r� `9�m Few dam y ey m� J REMARKS me egg emm DURSTON ROAD z° 26+92, LT. DUR R3-17 2-6x2-0 III - 5.0 s R8-3a 2-Ox2-0 III - 2-0 so?'Tune 12-7 7-0 3-0 4.0 71 _ 27+25, LT. DUR 4-D3 RESET CLEARANCE FROM MATHESON z RI-I RESET 2-0 7-0 1 RESET AT SAME STA. 27+37, RT. DUR R3-17 2-6x2-0 III - 5.0 c �� R8-3a 2-Ox2-O III - 2-0 z T 12-7 7-0 3-0 4.0 71 - L moo o.' uae 27+70, RT. OUR W11-9 REMOVE I o • 28+50, LT. OUR R3-913 2-Ox3-0 III - 2-0 S.2.S 11-6 7-0 3-0 6.0 67 v 28+50, RT. OUR R3-9B 2-Ox3-0 III - 2-0 so?'TUBE 11-6 7-0 3-0 6.0 67 30+57, LT. DUR SP-1 REUSE 2-0 So. TUBE 10-0 7-0 3-0 43 - I REUSE AT SAME STA. '� 31+06, RT. OUR W11-9A REMOVE I o 31+82, LT. DUR W11-9A REMOVE I • Z o O H 32+13, LT. OUR R3-9B 2-Ox3-0 III - 2-0 Z•5�� 11-6 7-0 3-0 6.0 67 J 32+18, RT. OUR R3-913 2-Ox3-0 III - 7-0 6.0 MOUNT ON NEW LUMIN IRE POLE ir Q p Q 32+32, RT. OUR R3-17 2-6x2-0 III - 5.0 m H Z Z H R8-3a 2-Ox2-0 III - 2-0 SO?TUBE 12-7 7-0 3-0 4.0 71 o Z Q Wp • O Zcc } Lu Q Z - 32+58, LT. DUR 133-17 2-6x2-0 III - 5.0 O (1) O R8-3a 2-Ox2-0 III - 2-0 so?'TUBE 12-7 7-0 3-0 4.0 71 0 LU Z 34+44, LT. OUR W11-9 REMOVE I O C7 35+05, LT. OUR R3-9B 2-Ox3-0 III - 2-0 2,5"BE 11-6 7-0 3-0 6.0 67 - � Q m N 35+05, RT. OUR R3-913 2-Ox3-0 III - 2-0 so?'TUBE 11-6 7-0 3-0 6.0 67 . � 36+20, LT. DUR W11-I REMOVE N U) W16-1 REMOVE I p p 0 z 0 36+60, RT. OUR W11-I REMOVE m W16-1 REMOVE I 36+68, LT. DUR 133-17 2-6x2-0 III - 5.0 j R8-3a 2-Ox2-0 III - 2-0 so Z'TUBE 12-7 7-0 3-0 4.0 71 37+34, LT. OUR WI-7 4-Ox2-O III - 2-0 SO. TUBE 10-6 7-0 3-0 8.0 63 - I REPLACE FROM STA. 37+35, LT. 36+84, RT. OUR W11-2 3-Ox3-0 III - 9.0 ON TAN`'� W16-7P 2-6x1-6 III - 7-0 3.75 MOUNT ON NEW LUMIN IRE POLE fir.•••",'•.•I%J 37+77, LT. OUR WI1-2 3-Ox3-0 III - 9.0 _ *T•ItO�gIT t„y� W16-7P 2-6x1-6 III - 2-0 SB?TUBE 12-10 7-0 3-0 3.75 116 s00 37+96, RT. OUR R3-17 2-6x2-0 III - 5.0 R8-3a 2-Ox2-0 III - 2-0 S02 TU ,"BE 12-7 7-0 3-0 4.0 71 - 38+54, LT. OUR R3-91E 2-Ox3-0 III - 7-0 6.0 MOUNT ON NEW LUMIN IRE POLE 00 38+73, RT. OUR R3-98 2-Ox3-0 III - 2-0 so?'TUBE 11-6 7-0 3-0 6.0 67 . n O 39+24, LT. DUR SP-1 REUSE 2-0 S02,1"BE 10-0 7-0 3-0 43 - I REUSE AT SAME STA. CS0 G1 00 39+94 LT. DUR R3-17 2-6x2-0 III - 5.0 7 X R8-3a 2-Ox2-0 III - 2-0 SU2."BE 12-7 7-0 3-0 4.0 71 - 0'� U) O LaL i m N fn CO O Oi 2.40+28, LT. OUR WI-7 4-Ox2-0 III - 2-0 SU. TUBE 10-6 7-0 3-0 8.0 63 - d 3 M lfl O) 40+83 RT. OUR R3-17 2-6x2-0 III - 5.0 - W M X R8-3a 2-Ox2-0 III - 2-0 SU2."BE 12-7 7-0 3-0 4.0 71 N cD 41+62, RT. OUR R3-9B 2-Ox3-0 III - 2-0 so?'TUBE 11-6 7-0 3-0 6.0 67 - 6� Z m0 Cm co 41+65, LT. OUR R3-9B 2-Ox3-0 III - 7-0 6.0 MOUNT ON NEW LUMIN IRE POLE S C co 42+95 LT. OUR R3-17 2-6x2-0 III - 5.0 52 N O = O R8-3a 2-Ox2-0 III - 2-0 SUZTUBE 12-7 7-0 3-0 4.0 71 = C7 N d m 43+16, RT. DUR W11-2 3-Ox3-0 III - 9.0 I W16-7P 2-Gx1-6 III - 2-0 SU?'TUBE 12-10 7-0 3-0 3.75 116 43+54, LT. DUR WI-7 4-Ox2-0 III - 2-0 SU?'TUBE 10-6 7-0 3-0 8.0 63 . I REPLACE FROM STA. 43+54, LT. co 43+89, LT. DUE W11-2 3-Ox3-0 III - 9.0 W16-7P 2-Gx1-6 III - 2-0 2 5 12-10 7-0 3-0 3.75 116 z SO.'TUBE 44+05 RT. OUR R3-1 7 2-6x2-0 III 5.0 RECORD DRAWING R8-3a 2-Ox2-0 III - 2-0 SO. TUBE 12-7 7-0 3-0 4.0 71 - °J w 44+1I, RT. DUR WSP-1 REMOVE 1 O CTO B E R, 2007 - Z t7 • REEL. SHTG. "I" = ENGINEER GRADE . SINGLE SQUARE TUBE REQUIRED. TELESCOPED SQUARE SLIP w • REEL. SHTG. "III" - HIGH INTENSITY MOUNTED IN HEAVY DUTY STUB. SEE DETAILS ON SHEET NO. S-10 BASE BREAKAWAY REQUIRED. MOUNTED IN HEAVY DUTY STUB. Sheet No. SEE DETAILS ON SHEET NO. S-10 �� MARVIN & ASSOCIATES Traffic,Transportation & Civil Engineers S-9 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX(406)655-4991 I I Copyright (9 2006 HKM Engineering Inc., All Rights Reserved. AS NOTED BY THE TRIANGLE SYMBOL o 0 SIGN SUMMARY ON THE SIGN SUMMAR. SIGN PANEL(SQUFT.) STEEL POST ILES.) SIGNS MINIMUM OF 2 SHIMS REQUIRED m m REFL SHTG SHIMS REO'D. T = TYPE iF A p` (> ,C.OZ PER INSTALLATION TO TAKE UP n Y e 2 0 .�` P a �2 O20 0P?o O 22 ,O�T p�pyQ J�OP �� JOJ$ O flEMARKS SQUARE OR TUBE PERFORATED TOLLERANCE BETWEEN SUPPORT O OS� 2 OZ �` �` O 2 6�3 AND ANCHOR. C,P ee�y FASTEN POST INTO ANCHOR WITH 5/16" CORNER BOLTS (A325) 1 1/2" ABOVE GROUND LEVEL (7/16" DIA. HOLES) m DURSTON ROAD BOLT HEAD SHALL BE INSERTED FROM OPPOSITE SIDE zo - 45+43, RT. DUR SP-1 REUSE 2-0 SO?'TUBE 10-0 7-0 3-0 43 - I REUSE AT SAME STA. INTO OPPOSITE SIDET FOR DRIVE DDIRTIONALSHALL STABILITyINSERTED i 45+80, LT. DUR R3-98 2-Ox3-0 III - 2 0 2'5" 11-6 7-0 3-0 6.0 67 TUBE INSERT SIGN POST - 45+80, RT. DUR R3-96 2-Ox3-0 III - 2 0 SO.' UBE 11-6 7-0 3-0 6.0 67 . 0 18" INTO ANCHOR = 46+20, LT. DUR 6-OM4-2 I-6x1-6 III - g 6 2.0 9-4 4-0 3-0 13.5 111 MOUNT BACK TO BACK SUPPORT & CORRESPONDING ANCHOR Y z N a N TUBE 46+46 RT. DUR 133-17 2-6x2-0 III - 5.0 SUPPORT ANCHOR 3 -Z N oo SINGLE HEAVY DUTY < 18-3o 2-Ox2-0 III - 2-0 z T 12-7 7-0 3-0 4.0 71 2.5" OR 3" SOUARE TUBE ' W LL TUBE WAu o 3 50. UBE NON-PERFORATED SIZE WEIGHT HICKNES SIZE WEIGHT HICKNES L 46+72 LT. DUR R3-17 2-6x2-0 III - 5 5,0 BREAKAWAY ANCHORS zG^ .az .135 18.36 o _ R8-3o 2-OX2-0 III - 2-0 So.2. 12-7 7-0 3-0 4.0 71 . 3.so .los 18 LBS/Ei 112 GAGEI 2'5 LBS EA .135 NON-REINFORCED 2.5 L86/ET 116 GAGEI 3'0 LBS EA I88 CONCRETE BASE - it 1'-6"x3'_0" v 48+17, LT. DUR R3-9C 2-Ox3-6 III - 2-0 SO?'TUBE 12-0 7-0 3-0 7.0 69 C 48+17, RT. DUR R3-9D 2-Ox3-6 III - 7.0 21I & 2 1 /2'' SINGLE SQUARE TUBE R3-8C REUSE 2-0 so2'TueE 13-I 7-0 3-0 118 I REUSE FROM STA. 46+93, RT. BREAKAWAY SIGN POST INSTALLATION DETAIL 48+43, LT. DUR R2-I(25) SP-1 REUSE 2-0 2.1" 12-7 7-0 3-0 71 NOT TO SCALE i I REUSE AT SAME STA. � Z 48+52, RT. DUR W8-2 REMOVE I o Q 0 49+19 RT. DUR R3-17 2-6x2-0 III - 5.0 H J R3-17b 2-6xl-O III - 2-0 S0?'TueE 11-7 7-0 3-0 2.5 67 . SIGN PANEL U Z Z H LOCK WASHER 49+29 LT. DUR R3-17 2-6x2-0 III - 5.0 0 z LLJ 5/16" HEX o Z z Q 18-3a 2-Ox2-0 III - 2-0 So.2, 12-7 7-0 3-0 4.0 71 . HEAD BOLT � 0 Z } 51+17 LT. DUR R3-17bS REMOVE I 1 d1 CC W O CC o NUT FIBER WASHER FLAT WASHER zo Q Q D ~ Q 0 m m LU Z PERFORATED SQUARE TUBE �, ZO m U NO.15TH AlENUE I- 2+41, RT. 15TH R7-SP RESET p MOUNT ON XIST. LU INAIRE POLE I RESET FROM STA. 3+94, RT. SQUARE TUBE SIGN MOUNTING DETAIL o F 3+01, RT. I5TH R7-3AL I-OXI-6 III III 2-0 S02,TUBE 10-0 7-0 3-0 43 NOT TO SCALE Z) 3+18, LT. I5TH R7-3AR I-0 x I-6 III III 1.5 0 R7-SP REMOVE 7-0 MOUNT ON XIST. LU INAIRE P LE I REUSE FROM STA. 3+98, LT. s e TELESCOPED FULL LENGTH AS NOTED BY THE STAR SYMBOL z 3+94, RT. I5TH R7-1 I-Oxl-6 III III 7-0 1.5 MOUNT ON EXIST. P ST ON THE SIGN SUMMARY TELE & 2.5' PERFORATED 3+98, LT. I5TH R7-1 1-OXI-6 III III 7-0 1.5 MOUNT ON EXIST. PST 1g1 SQUARE TUBING- aoi 01 0 _ - 3/8" GRADE 307 BOLT & NUT (2) REOD. L 4+52, LT. I5TH R7-1 I-OXI-6 III III 2-0 So ' uBE 2 1.5 10-0 7-0 3-0 43 - . ° SLIP BASE ASSEMBLY 4+63, LT. I5TH R3-5 2-6x3-0 III - MOUNT ON EXISTING SIGNAL MASI ARM T.5 II°II *MINIMUM OF 2 SHIMS REQUIRED 5+35, RT. I5TH 133-5 2-6x3-0 III - MOUNT ON EXISTING SIGNAL MASI ARM 7.5 SHIMS REQ'D PER INSTALLATION TO TAKE UP TOLERANCE BETWEEN SLIPBSE STUB of AND FOUNDATION ANCHOR. O N'T q" 5+50, RT. ISTH R7-1 I-Oxl-6 III III 2-0 z'0 10-0 7-0 3-0 I.5 43 - '.;II II.[;' 1/2" X 3 3/4" GRADE 8 BOLT & NUT (2) REDD. c�'r•'"•.•••"�9 5+75, RT. I5TH R7-1 R REMOVE IIp!!RT "jam INSERT SLIP BASE 6" INTO ANCHOR �'E31E 7' = 5+77, LT. 15TH R7-IL REMOVE I �o 'i i'• _ R7-1 I-Oxl-6 III III I.5 MOUNT ON EXIST. P ST :•i i'.. SUPPORT •�••• o./Zm\ •.:I I. SINGLE HEAVY DUTY 3" SQUARE 0p NON-PERFORATED BREAKAWAY AN sueE WEIGHT HICKNes ',Ryr6��'/1 `,� c�In 7+01, LT. ISTH R7-3AL I-Oxl-6 III III 2-0 2 ° 10-0 7-0 3-0 I.5 43 "• (.188 wALL THICKNESS, 2298 LBS EACH) ( '/,,,,ANAL' c0 a S0. TUBE • ', EIGH .KN 7+01, RT. I5TH R7-3AR I-Oxl-6 III III 2-0 50.'i 10-0 7-0 3-0 1.5 43 I .i° 2'19 LBs/ET nG cncE1 n ° I••'' CONCRETE - CLASS "A" OR "D" 2.50'LBVFT 1l0IGAGEI Lp 2 OUBE FOUNDATION - 1'-6" X 3'-0' O N0.11TH A ENUE z 2 1 /21' TELESCOPED SQUARE TUBES d Im 00 2+65, RT. 11TH R7-3AL I-Oxl-6 III III 2-0 so.'TueE 10-0 7-0 3-0 I.5 43 C � � 3+00, LT, 11TH R7-SP REUSE I REUSE FROM STA. 3+16, RT. BREAKAWAY SIGN POST INSTALLATION •� C.) R7-3AR REUSE 2-0 so?'TuBE 12-1 7-0 3-0 69 I REUSE FROM STA. 3+32, LT. ON SLIP BASE DETAIL 7 N O 3+16, RT. 11TH R7-IL REMOVE I '� m NOT TO SCALE d (,z 00 O) '3 3+29, RT. I ITH R3-8C5 3-Ox2-6 III - 2-0 So'TUBE 11-0 7-0 3-0 7.5 65 of N L0 O) STAINLESS C ?: -0 (h M STEEL BANDING •� p C M W I.-4+47, LT, 11TH R7-IL I-OXI-6 III III 2-0 so?'TUBE 10-0 7-0 3-0 1.5 43 0) Cl) XO w 4+56, RT. 11TH 4-D3 RESET 1 RESET FROM STA. 4+62, LT. SIGN PANEL C Z m C 4O w ZF RI-1 RESET 7-0 1 RESET TO RELOCATED LUMINAIRE POLE Y m N 0 = CD TCONamS NOTES: if 1. SPACING - PLACE 3" FROM 5/s" HEX HEAD BOLT SHAFT OR MAST ARM END OF SIGN. MAX. SPACING 2.0":541 BETWEEN SUPPORTS_12". TOTALS III=515.0 2.5":4268 39 92. ALL METAL USED IN THE FABRICATION OF THIS TYPE OF MOUNTING BRACKET SHALL BE OF STAINLESS STEEL OR CADMIUMPLATEDHI-CARBON STEEL, OR GALVANIZED STEEL TO FIBER WASHERPREVENT UNDUE CORROSION AND STREAKING. • REFL. SHTG. "I" ENGINEER GRADE . SINGLE SOUARE TUBE REQUIRED.•REEL. SHTG. III" = HIGH INTENSITY MOUNTED IN HEAVY DUTY STUB.SEE DETAILS THIS SHEET RECORD DRAWING TELESCOPED SQUARE TUBES (2. 19" & 2.5") WITH SLIP LU BASE BREAKAWAY REQUIRED. OCTOBER 2007 MOUNTED IN HEAVY DUTY STUB. / BAND-IT PRODUCTS OR Sheet No. SEE DETAILS THIS SHEET EQUAL ��Traffic, MA Transportation Civil II II ASSOCIATES TYPICAL SIGN MOUNTING BRACKET - TYPE D S-10 1300 North Tianstach Way PH,(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 NOT TO SCALE of I I Copyright ® 2006 HKM Englneer Ing Inc., All Rights Reserved. SIGN VAR. o 0 CURB& GUffER 3 o m VARIES D-3 SIGNS MOUNTED RESPECT TO II ¢ o BACK TO BACK FACE OF CURB • DOUBLE PLATED ° �ON POST.SIG '> I SKEW DIAGRAM I I NAME. —ET JVARIES 2'-0"MIN.CLEARANCE i VAR. VAR. m o NO CURB SIDEWALK z II �II • _ Z RI-I SIGN WHEN REQUIRED = 3 <\ N�oo NOMINAL WEIGHT PER n FASTEN SIGN TO POST ° 3 - FOOT OF SQUARE TUBE = AS PER DETAIL- o _ ' SHEET NO.S-10 2" - 2.42 LBS. z FF o' 2 12" = 3.80 LBS. z p PERFORATED SQUARE TUBE SIGN POST PERFORATED SQUARE z o TUBE SIGN POST f � TOP OF CONCRETE • BASE TO BE FLUSH SIDEWALK WITH EXISTING GROUND CURB& GUTTER OR SIDEWALK o zo TYPICAL STREET NAME SIGN I MOUNTING DETAIL STREET SURFACE NOT TO SCALEZD tr Q J NON-REINFORCED + (n Q CONCRETE BASE ° SEE SHEET NO.S-10 0 Z FOR CONC.BASE DETAILS o W O Tn I J Q _Z z p Z U H Q g N o LU Q o � N O m Z TYPICAL R1 - 1 SIGN INSTALLATION DETAIL NOT TO SCALE Ir SGN N 0 z CURB& GUTIER ,O„ SIGN �IITHTRE SPECT TO CURB& GUTTER- VAR, FACE OF CURB 1 Y1• ��ZROESPEWCT SKEW DIAGRAM IIsITH TO 2'-0"MIN.CLEARANCE FACE OF CURB O I I I°I N T A NO CURB SIDEWALK �' !ft"'"' q 15" 18 SKEW DIAGRAM 2-0"MIN.CLEARANCE _<,r o� NO CURB SIDEWALK ypR, yqR, 'y •��`? 00 01) �f M NOMINAL WEIGHT PER _ __ FOOT OF SQUARE TUBE S2 NOMINAL WEIGHT PER FASTEN SIGN TO POST = As PER DETAIL- FOOT OF SQUARE TUBE 2" = 2.42 LBS. S2 _ __ (D 2 t2" = 3.80 LBS. F SHEET NO.S-10 w I_ FASTEN SIGN TO POST 2" = 2.42 LBS. = AS PER DETAIL- Z 2 1,2" = 3.80 LBS. SHEET NO.S-10 C^ CD PERFORATED SQUARE FzF C7 00 : f TUBE SIGN POST z = C M a z - PERFORATED SQUARE 01•= (n ri Q i f TUBE SIGN POST = m O LL TOP OF CONCRETE f •y U) O0 F C BASE TO BE FLUSH y, io 4) 0) M Ln M SIDEWALK WITH EXISTING GROUND T TOP OF CONCRETE 0 C M CD CURB& GUTTER OR SIDEWALK BASE TO BE FLUSH r (N I SIDEWALK WITH EXISTING GROUND Lu ~ C0 X STREET SURFACE _ _ I- CURB& GUTTER OR SIDEWALK Y Z 0 LO LO STREET SURFACE •C_ O NON-REINFORCED CONCRETE BASE I SEE SHEET NO.S-10 NON-REINFORCED CONCRETE BASE FOR CONC.BASE DETAILS SEE SHEET NO.S-10 FOR CONC.BASE DETAILS C7 z RECORD DRAWING w OCTOBER, 2007 TYPICAL PARKING SERIES SIGN INSTALLATION DETAIL TYPICAL SIGN INSTALLATION DETAIL Z NOT TO SCALE u+ NOT TO SCALE Sheet No. MARVIN & ASSOCIATES�� Traffic,Transportation & Civil Engineers S-11 1300 North Transtech Way PH:(406)655 7550 Billings,Montana 59102 FAX:(406)655-4991 ct II Copyright (2 2006 HKM Engineering Inc., All Rights Reserved.