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HomeMy WebLinkAboutSouth 19th Avenue & Kagy Blvd w-UNLESS NOTED 4^ OTHERWISE 4„ 4' 2' WHEN REQUIRED W N 4' 20' 8' 8' 8' MINIMUM = 60' 8' 8' 8' 20' 20' ~ G eT� K+-® Q 'p3 y 4"DOUBLE YELLOW LANE LINE W G m 12 C OF S 2008 u U)co RESET TRACT I SCALE:1"=30' O U v n 11 TRIM e"YELLOW OVERLAP `-CENTER IN LANE R2-11601 N R2-3B Y THIS AREA STOP BAR N p� EO CROSSWALK w E O Q G � HF , O TYPICAL INTERSECTION MARKING LAYOUT I � C13 1 0 NOT TO SCALE I 4 B"YELLOW W YELLOW z X x X x x _ G NEW DESIGN^A'RVITRE) \ ~ DELINEATORS 0 76.0'SPACNG \\ IS l0'OFFSET FROM EDGE OF \ NEW 24"WHITE PAINT PAVEMENT RW.) P.I.STA 6.ISA \ (T 30° ® 296PALxPG I W - - - - - - - - - �z.A'Lr- - - - - - - - - - - rP.l TYPICAL 4" DOUBLE YELLOW TO EDGE OF EXIST. NE 2C vELow PAINTST EDGE OF NEW OBLITERATE EXIST. J C 8 YELLOW TRANSITION DETAIL fff �° w SPACING END 8-YELLOW d'LT NEW V WHITE c m N n / PAVEMENT RW,I .1 END S'YELLOW S0.19th AVE. NEW d'ALE \ PAVEMENT PAINT q^WHITE PAINT = r� /(/ STA x+x1.6,10.6'Li. VM. � '1 F- BEGIN 4'OBLE.YELLOW--. ~% YELLOW PAINt /,0' NOT TO SCALE BEGIN 4'WHITE _____ ___ USE AS l6 _______________________ ________________________ _________________________ ____ __ ________________________ ___________ _ DBLnERATE EXIST. NEW W YELLOW - �_________________ ______ __ _______ Ix.O'________STA.7,25.0 OBLTERATE EXIST. OBLITERATE EX16T. EXLLO/"DOVBIE 120' Q YELLOW PAINT d'OBLE YELLOW PAINT pAwiT 12.0' xq'VELLUW PLASTIC -_--_-- 4^OBLE.YELLOW PLASTIC ------------------------------------- - ------------i------------ - ----- -_- -__---- ------ 2+00 3+00 _______ tx,a' 4+D� _-_-_-_-_-_ 5+00 6+00 + 8+00 9I O -_-- _ _________ _____ ____________._..__ 1P.(Y Blf1EMITEP E`IST. -__ _ �_ _ `�- 0 G _ 4•wH _____________________ � STA1+13.3./,7'flT. _ _ BEGIN/•WHRE F- VAR- I- P.I.STA.31 x/.l `-STA.613SB.0.3'LT. 0) EDGE OF EXIST. f 9.8 LT. H NEW W WHITE 4,D NEw WHITE PLASTIC PAVEMENT 6TA.x.16.w.T6•LT. -- - �. - - PAINT - - wORDs B srMaoLs mPi - eEclN e"vEuow BEGIN B•wHrrE EDGE OF NEW NEw A. y -,IS P.I.ST..... At.6 ITT PAVEMENT PAINT NEW DESION"A'IWHT , -- ` DELINEATORS® 76.0'SPACINGIII ` d.0'OFFSET FROM EDGE OF STA.8+663,13,6'RT. I UJ 0:1 PAVEMENT IrP,I NO 4'WHITE STRIPING NOTES: - - 1.ALL NEW PAVEMENT MARKINGS WILL BE "Y PAINT,UNLESS NOTED OTHERWISE. NORI 'N T 4 R. SIGNING NOTES: AND LIVESTOCK OOD LAND I '*;fROReRT R.':, 2.NEW PAVEMENT MARKINGS THAT ARE AND LIVESTOCK LABELED AS PLASTIC WILL BE NEW ® I =o's N 1.SEE SHEET NO.S-3 FOR SIGN & DELINEATOR R3 e NEW INLAID HOT-EXTRUDED HYDROCARBON ^�' .` 9 THERMOPLASTIC.SEE SPECIFICATIONS FOR DETAILS. SUMMARIES. AIAL �NAI 'llll,ll11111\1\'\` 3.OBLITERATE EXISTING PAVEMENT MARKINGS 2.SEE SHEET NO.S-4 FOR SIGN INSTALLATION NOTE: AS SHOWN.SEE SPECIFICATIONS FOR DETAILS. DETAILS. SEE SHEET NO. E-1 FOR SIGNAL 4.ALL DIMENSIONS FROM THE CURB LINE ARE 3.ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED DETAILS. TO THE BACK OF THE CURB, BY DELIVERING TO THE CITY SHOPS. Z C OF S 2008 1 I KAGY CROSSROADS SUBDIVISION I m mo I" Q TRACT I I > R7w R7w m ✓ LOT 5 LOT 4 I LOT 3 LU d C7 rr^^ 1 } REMOVE I I USE AS IS Y W V NEW I II W1-7 SP-2 LOT 2 > L1.1 Z OHD3-2 I ! NEW USE AS IS I I SPA SCALE:1°=30' �4 > j 93-8 D9-2 DB-XP Cy ocif a NEW Q I I D9-26 13-5 REM .w Z cn I N f l > 0 Q rn I1I - oZS R7w - LU ul.ww o�l _._.._..- -- -- - --- - - - ---- - - = - - -- - -- - ---- -- - - - - - - - - - - - - - - - - - - - - - - - - -- - --------- --- cn tn Z J -4. EDGE OF NEW EXIST. LLJ 1 N 14 D WHITE LT PAVEMENT APPROAC = Z STA. to+Do.00 I NEW B• d EDGE OF EXIST. 0 (n Q 19+h= WHITE STA. 0+23.94 1 FEAST C __________------------------------- ____-----------____------------------------ -- .� PAVEMENT SO 19th xacY Iwl rrw.I ___ __ ----------- _ 1 STAB 1 OB,3.2x.x LT STA.8.1.4d.B _ 1_____ OBLITERATE EXIST. _ _ _ r NEW WHITE PLASM 9TA 1f 171.17J 7'LT Lt6E AS LS END C WHITE - My LT, � PLASTIC W011DS IS - � WORDS w SYMBOLS ITY, END E%IST./"WHITE EXIST.B"WHITE PLASTIC EXIST. AS I6 USE AS N SYMBOLS OBLITENAtE USE A6 w: EXIST.4•WHITE PAINT EXIST.q•YELLOW PLASTIC fj END/'DBLE. I - �EXIV11"OBLE.YELLOW PLASTIC YELLOW + _ 1 _ --- -� -p-----------L---- - -------1 ----- --------L------------------ -- c IT OO - _' NEw w WHITE OBDTERATE Ex18 = ----- ~ y Q PLASTIC ITYP.1 B'WHRE PLASTIC 11+DO STAR+IBT,uB'fR 12+00 USE AS IS 1 + 14+00 USE AS IS END 24'WHITE EXIST.WHITE PLASTIC / EXIST.4-WHRE PAINT STA. 10+12.86 _ _ _ _ _ wows 6 SYMBOLS ~ rsrA.B.+sumsm" I9+h= I OBLRERATEExIST. ---____-- - .----------------------------------------- -- ----------------____-- SIGNING DEFINITIONS ENO 8 WHRE KAGY OE 0.00 I V YELLOW PLASM ---- NEW x4'WHRE PAINT EDGE OF EXIST. LL KAGYt9-2.DGN 1 STA..-SIB,312'RT. �Ey W 119 x6'SPACING PAVEMENT Y 1.NEW -SIGNS DESIGNATED "NEW"SHALL BE FURNISHED DWg.: BEGIN 24•WHRE RYP.V NEW AND ERECTED AT THE LOCATIONS SPECIFIED. 1- - - - - - - - - - - - - - - - - - - Survey By: C&H OBUTERATE EXIST. 2.REUSE-SIGNS DESIGNATED "REUSE"SHALL BE REMOVED C WHITE PAINT IrP.1 EDGE OF NEW FROM HE EXISTING POST OR POSTS AND REMOUNTED 1 - PAVEMENT Design BY,• FIRM -� ON ANEW POST OR POSTS AT THE LOCATIONS SPECIFIED. ^ ______ ___ _ _ 3.REPLACE-SIGNS DESIGNATED "REPLACE"SHALL BE REMOVED DraWn By: KRH --. _.__-.__.-_._.._. _.__.__. __.__. _ __- _ ______.___.__.._.__._.._._._.___._. - r.._..___.._..__-__. ___..____.._ \ AND REPLACED WITH THE SPECIFIED NEW STANDARD SIGNS, q/N \ qiR INCLUDING NEW POST OR POSTS,AT HE EXISTING OR SPECIFIED Checked By: FIRM / REMINGTON ADDITION NEW LOCATIONS. 5/19/00 _ NEW O m 4.REPLACE SIGN FACE-SIGNS DESIGNATED "REPLACE SIGN FACE" Date: R3-6 LOT P. LOT I 2� � SHALL BE REMOVED FROM THE SUPPORTS AND REPLACED WITH REVISIONS: '< M.M. THE SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. 1/18/01 2/8/0I J 1�Riw TRACT 6 5.USE AS IS-SIGNS DESIGNATED "USE AS IS"SHALL BE LEFT IN PLACE. 3/9/01 NORTHWOOD LAND I m x USE AS IS AND LIVESTOCK L _ _ D 'I ONII ONU NEW "As CONSTRUCTEDII R3-9C 8 RESET-SIGNS AT HE LOCATIONS ISPECIfEDGNATED RUSNGSHE EXISTING HALL BE OSI N FACE VED AND AND AS-BUILT t0/01 ESET OHD3-2 OCTOBER, 2001 SUPPORTS. Qj NOOF 7.REMOVE-SIGNS DESIGNATED "REMOVE'SHALL BE REMOVED,TO INCLUDEqTHE SIGN OR SIGN ASSEMBLY AND SIGN SUPPORTS. -1 4 ITI - LI111 4 8'-UNLESS NOTED L m p 4„ q" OTHERWISE LY ai 02 Lo 2' WHEN REQUIRED Ul ! 4' 20' B' 8' B' MINIMUM = 60' 8' 8' B' 20' 20, I Q h 12" 4'DOUBLE YELLOW I Z) w p ! I ! LANE LINE KAGY CROSSROADS SUBDIVISION (� W LI KAGY CROSSROADS SUBDIVISION I W ,I LOT I ! > ! ,� o .� e LOT s O > -C h "I TRIM 8"YELLOW OVERLAP Q - N i THIS AREA I I �. STOP BAR CENTER IN LANE "YYP'` R/w- C �a/w Ll N I/' CROSSWALK O O NEW I CN NEW NEW R7-, D OF NEW O O R7-, TYPICAL INTERSECTION MARKING LAYOUT R7-, `E y DOUBLE YELLOW H VFLLVvv B"YELLOW gq,1 PAINT _-` (n ! yy NOT TO SCALE g f,�l'f Q. �• ! NEW CURB& GUTTER ! I SCALE:1"=30' Z ro R/w AND SIDEWALK R/W TYPICAL 4" DOUBLE YELLOW TO - - - _. ___ - - - - - - - - - - - - - - - -- - - --NEW - - - - - - - - - -- - - - - - - - -: STA.] M3,42.9'RT END 4'WHITE PAINr 1• - I Lu L(] --------------------------------- -- --- - ------1 --- ---1-------------- - 8' YELLOW TRANSITION DETAIL - - -- - - - - - - - - - - -- - - - - - - - - -- - - - NEW M" 56' ^O NUT 7U SCALE I I 6D' J DO 51.1' NEW 24"YELLOW PAINT NEW CURB & GUTTER 1].25' STA.)I&4.3.30.9-RT. ,y 30" :W 50-SPAUNG RVP.I AND SIDEWALK 1 END s YFLLow VAR. V Q] STA 21 591,1B.9'M. Lo BEGIN ND 4•9'BEl OW LE LOW 23.8' NEW 4"OBLE I Q) FGIN�ST 12 KAGY BLVD. 5.25' STAJ+5/.3.1&P PI. YELLOW I a I- YELLOW I END 1'WHITE VAR PAINT Y ti EW W'OF NEW 4' FLEW B'iFlln'rt' VAINTNEW B'WHRF To I I \1 C 10+00 EDGE OF N 9+00 DOUBLE YELLOW 18+00 PAINT LTYP, V 7 FD0� 6+00 +OD 4+D0 P,I.STA,3.53.0- 3+00 PAVEMENT PAINT VAR 11.0 Rr. TL6' OQ KAGY BLVD. NEW DESIGN'A'IWHITEI NEW 4'MITE� STA2,39-2 0 L1J C SIGNING DEFINITIONS DELINEATORS ILO 72.3'SPACING PAINT &10'OFFSET FROM EDGE OF PI.STA 5.13h ENp 3'WHITE 11.9 1 NEW -SIGNS DESIGNATED "NEW"SHALL BE FURNISHED PAVEMENT(T'IC) 101RT Q Co m NEW AND ERECTED AT THE LOCATIONS SPECIFIED, STRIPING NOTES: PAVEMENT NEW P.I.Su.z+69.2 1n 2.REUSE-SIGNS DESIGNATED 'REUSE"SHALL BE REMOVED n.r LT. FROM THE EXISTING POST OR POSTS AND REMOUNTED 1.ALL NEW PAVEMENT MARKINGS WILL BE -- ON A NEW POST OR POSTS AT THE LOCATIONS SPECIFIED. PAINT,UNLESS NOTED OTHERWISE. R/W NEW CURB& I "•\\p N T4"V'�•; 3.REPLACE-SIGNS DESIGNATED "REPLACE"SHALL BE REMOVED GUTTER I �P............ .•q AND REPLACED WITH THE SPECIFIED NEW STANDARD SIGNS. SIGNING NOTES: 1 _ *?1oBE1T 1. INCLUDING NEW POST OR POSTS,AT THE EXISTING OR SPECIFIED 2.NEW PAVEMENT MARKINGS THAT ARE NEW &'SYMBOLS - _ NEW LOCATIONS. LABELED AS PLASTIC WILL BE M 4. REPLACE SIGN FACE-SIGNS DESIGNATED "REPLACE SIGN FACE' INLAID HOT-EXTRUDED HYDROCARBON 1.SEE SHEET NO.S-3 FOR SIGN & DELINEATOR = 6 NEW ' SHALL BE REMOVED FROM THE SUPPORTS AND REPLACED WITH THERMOPLASTIC.SEE SPECIFICATIONS FOR DETAILS, SUMMARIES. (�`�� THE SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. z R3�d �. e` S. , NA E • 5.USE AS IS-SIGNS DESIGNATED "USE AS IS"SHALL BE LEFT IN PLACE. 3.OBLITERATE EXISTING PAVEMENT MARKINGS 2.SEE SHEET NO.S-4 FOR SIGN INSTALLATION S.RESET-SIGNS DESIGNATED "RESET"SHALL BE REMOVED AND RESET AS SHOWN.SEE SPECIFICATIONS FOR DETAILS. DETAILS. NOTE: AT THE LOCATIONS SPECIFIED USING THE EXISTING SIGN FACE AND SEE SHEET NO. E-1 FOR SIGNAL SUPPORTS 3.ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED 7.REMOVE-SIGNS DESIGNATED "REMOVE"SHALL BE REMOVED,TO INCLUDE 4.ALL DIMENSIONS FROM THE CURB LINE ARE BY DELIVERING TO THE CITY SHOPS. DETAILS. THE SIGN OR SIGN ASSEMBLY AND SIGN SUPPORTS. TO THE BACK OF THE CURB. KAGY CROSSROADS SUBDIVISION ! I LJ > z REMINGTON ADDITION C OF S 573 LOT 5 a/w I I Q Q LOT 6 ! TRACT A ! Co I- J z CL NEWNEW Y 83-5a I !� arw ii i C OF S 573 Ur C 0 C R3-bb 4- J ! M TRACT B 4 W V II Vp NI ]YC O �J NEW Any C) REMOVED > 11 O O1-03-1 I FIT-1 NEWNEW o REUSED �i II Q NEW J 'a ! 41 'o j i R3-8d R7 1 "I F i J jlLLJ R3-5 Z = ! I + ` aA1e.LOn M ~� f1 i �i ,� EXIST. CURB & � m F.,• O m I ! O N W MGY BIVb O 11 GUTTER USE AS IS //� (f� r oz I 87-1 Z } V) NEW O I E'. I REUSED i "I 1 W Z R7-1 NEW d'4VHI F NEW DESIGN'A'IWHOEI R7-1 r AINT DELINEATORS ]fi.9'SPACING \\ �I II ! y � O _7E SCALE: 1"=30' AA EDGE OF NEW �R/W "I Q 1 PAVEMENT E APPROACH & EMENFSET FROM EDGE of \ i� EXIST. PAVEMENT TYP.I II u w w R/W KAGY BLVD. ( - - - ----- ---- - _._.._..-- - - --- - - L - ------- -;'--- - - _ ._.. - - - rn L_. �._._ - y -- - - -f Z 6.6' i '� fi6' L NEw d'wH E EDGE OF NEW EDGE OF EXIST. V PAINT L PAVEMENT I PAVEMENT Z J ' NEW 21'WHNE �� \\ 1 1\ I 1 W I PLASTIC - Q I BEGIN I'NMITE WHRF j �` o SA.239fi BEGIN d"WHITEVAR _ \.-i- � -_ �q• PALM STA 1�62.3,d'I.B'Ri.- \ NEW 6'1 ,,I L -• NEW 9"NMITE i o \ -_ -y___A-_______�__ PLASTIC I 19+b 10+12.B6 '1 n.9' U NEW /•WHTTE o PAINT END LT. � -I � g I -" STA.d+69.).12.0 LT \� - -- KAGY OE00.00 '- END d"WHITE STA 2-&i.3� END 4"WHITE -----_-_- _---`-------_ - T___ USE AS IS O z '^ 2).0'LT. -P.I.STA.3+LT.9 NEW W YELLOW EXIST.4•DOUBLE V/i 11.6' f� z STA.2-190 1.1'LT PAINT b�DOVA�R b+00 STA fi+33.0 6/00 o SEND R"WHITE 3+10 � I YELLOW PAINT 1 _ _-- s >w�«_a��_r�.a��11.) L--a- ------- �A.•� DBLOERATEEXI3T 11.8' NEW4'oBLE. NEW 21 WHITF SrA.2-39.6 ANEW 4'WNRF NEW 14"YELLOW PRIM I2. END 8"TELL 1•DOUBLE VELLON! KAGY BLVD. YELLOW PAINT z O 11.9' : PUSDC �� NEW WHITE PLASTIC It2 NFW 4"oBIE END 4'DBLE.YELLOW PAINT . 30° W 60'SPACiNG FrYP.) PRIM _ O �_- L-_` 3_�_ _ _-_ S1A.I.IM1,29.5RT "-- YELLOW PAWT `BEGIN B"YELLOW ___-___ ______________ __ WORDS&SYMBOLb INP.) } 1,UO --- �, BEGIN d"WHLTE 6 VAR. V- END 4'WNITE N w 1iB' PAINT B'WHITE _� $TA. I OFOO.00 I \ 5.6' 1- _ I_i_ -_ -~ F co I� Q STT Ah 0123.94 I \ F �F _ - ,c KAGY IWI NFW B" �. P.I.STA.1+69.6,1).6'RT P.I.STA.2.39.6 I I WHITF 1 .. ..-.. _.._.. .- .T}_._.__.\__._.._ rn rxn .._.._. T. EDGE OF NEW ME DESIGN"A•IwHITFI 41, EXIST,. .___.._.._ ._._.. OF EXIST. �a/W APPROACH E DEW EATORS 0 75.2'SPACING EDGE �•,/ KAGY19-9.DGN `\ PAVEMENT g•: `R/W NEw wHlrE PLASTIC s �Y r y PAVEMENT &VEME FSET FROM EDGE OF y y. WOR0.R&SVM901b it 41F W m PAVEMEM ITYP.1 l,�• REUSED 3 TO + ' � Surve B C&H NEW GUTTER CURB & NEW 4-WHITE R7-1 -I O RRM PAN 1 USE AS IS Design By.' 1 REUSED `m• • R2-11351 a RT-I Drawn By: KRH �. Ii REUSED RRM C OF S 2008 R/w E I�1 N Z NEW SP-1 Checked By: Q. \"� \ �� R3-b Date: 5/19/00 TRACT I Uj to NEW > �p � fl/w = OHD3-1 \, REVISIONS:1/18/01 2/8/01 O NORTHWOOD LAND �B m � Z� NEW AND LIVESTOCK 3/9/01 r- R3-5b "AS CONSTRUCTED" AS-BUILT 10/01 II I NEW OCTOBER, ''001 SHEET NO L4) O R3-5a d S-2 AS NOTED BY THE TRIANGLE SYMBOL ON THE SIGN SUMMARY. SHIMS REO'D.- ` y h SIGN SUMMARY � Lu k MINIMUM OF 2 SHIMS REQUIRED REFL SHTG SIGN PANEL ISO.FT.1 STEEL POST IlRS.1 SIGNS PER INSTALLATION TO TAKE UP S N Lo 2"OR 2.6"PERFORATED tOLLERANCE BETWEEN SUPPORT y TYPE Bh Q V `O= SQUARE TUBE iF iF AND ANCHOR, LU I 2 P 20 y� O O 2v� 04Q QOQ,�2P ? OP J� ?N'Q p�P ty REMARKS 0 y O P0 QOP� y= QP=� 0 PO2 �O�= O yJa�=�h� OJ=V OJ= ypJOJs �Pr FAS 6"TEN POST INTO ANCHOR WITH 516"CORNER BOLTS IA3251 ./O� U N ��y 1f Oy y Pv ,LJ 0R QI4 Fy 1 T2"ABOVE GROUND LEVEL 17A DIA.HOLES)y v. BOLT HEAD SHALL BE INSERTED FROM OPPOSITE SIDE OF EXPECTED IMPACT.DRIVE RIVET SHALL BE INSERTED SOUTH 19T AVEUE L� O INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. Q Lo 5+19, FIT. 19th 133-8 3-Ox2-6 III 1 10-0 2' 12-4 5-0 3-0 7.5 70 A C o INSERT SIGN POST p 6+00. RT. 19th W3-3 3-Ox3-0 III 111 5-0 9.0 MOUNT ON SIGNAL 3EACON POLE SEE SIGNAL BEACON DETAIL c r1e"1Nro ANCHOR 6+48, LT. 19th R2-1(60) m� "SUPPORT& CORRESPONDING ANCHOR � "z R2-38 RESET 10-0 5-0 1 RESET AT SAME STA. a SINGLE HEAVY DUTY SUPPORT ANCHOR p 2.5.OR 3"SOUAflE 'UBF WALL TUBE YlAIL �) Q 9+59, LT. 19th R3-5 2 6x3 0 MOUN ON SIGNAL MAST ARM 7.5 NON PERFORATEDTHlxNess sae wFlc THIaHess ( y OHD3-2 5-Oxl-0 III III MOUN ON SIGNAL MAST ARM 5.0 OHD3-2 = W KAGY BLVD BREAKAWAY ANCHORiF$' au.• zaz mF 1b" 1F.m C LR6£T 12 GAGFI L86 EA ` 10+13, LT. 19th WI-7 REMOVE I NON-REINFORCED zz• '°° z.R" u'°' .1A / CONCRETE BASE- ,as+T la GAGE LEs EA09 LO 2" & 2 12" SINGLE SQUARE TUBE ti o 10+69. RT. 19th R3-5 2-6x3-0 III I MOUN ON SIGNAL MAST ARM 7.5 BREAKAWAY SIGN POST INSTALLATION DETAIL o OHD3-2 5-Oxl-0 III III MOUN ON SIGNAL MAST ARM 5.0 OHD3-2 W KAGY BLVD 2• NOT TO SCALE Lo 12+94. LT. 19th R3-8 3-Ox2-6 III 1 10-0 10-10 5-0 3-0 7.5 65 b y R) y C SIGN PANEL-, Aj KAGY BLVD (WES ) 0+63. RT. KAGY R3-5 2-6x3-0 III MOUN ON S NAL MA T ARM 7.5LOCK WASHERR3-5b 2-6x3-0 III I MOUN ON SI NAL MA T ARM 7.5 616"HEX R3-50 2-6x3-0 III I MOUN ON SI NAL MA T ARM 7.5 HEAD BOLT OHD3-I 4-6xl-0 III III MOUNT ON SI NAL VAST ARM 4.5 OHD3-1 = S 19TH AVE 2+59. LT. KAGY R3-Bd 4-Ox2-6 111 1 2-0 5 SO.2- II-0 7-0 3-0 IO.0 65 NLFr T FIBER WASHERS FLAT WASHER 701VAL KAGY BLVD (EAS ) �PERFORATED 0+50, LT. KAGY (4) D3 SQUARE TUBERI-I REMOVE I 0+46, RT. KAGY R3-5 2-6x3-0 Ill MOON oN sl NAL MA r ARM 7.5SQUARE TUBE SIGN MOUNTING DETAIL _ R3-5b 2-6x3-0 III I MOUN ON SIGNAL MAST ARM 7.5 NOT TO SCALE R3-50 2-6x3-0 III I VIOLIN ON SIGNAL MAST ARM 7.5 OHD3-I 4-6x l-O III 111 VIOLIN ON SIGNAL MAST ARM 4.5 OHD3-1 S 1 9TH AVE TELESCOPED FULL LENGTH AS NOTED BY THE STAR SYMBOL 0+90, LT. KAGY R7-1 REUSE 6-0 2' 9-2 5-0 3-0 41 I REUSE AT SAME STA. 21E"& 2.6•PERFORATED ON THE SIGN SUMMARY V) SQUARE TUBING 1f if Lu V) 1+26, RT. KAGY R7-1 REUSE 12-0 2' 9-9 5-0 3-0 42 1 REUSE AT SAME STA. �8' /� J 2 S 3B"GRADE 307 BOLT&NUT(2,REOD, +40, RT. KAGY R2 1135) REUSE Z 0 5 0-10 5-0 3-0 65 REUSE AT SAME STA. a SLIP BASE ASSEMBLY ❑ Q Q i AF iF MINIMUM L 1 SHIMS REQUIRED SHIMS REO'0 PER INSTALLATION TAKE UP J TOLERANCE BETWEEN ANCO H J SE STUB 2+40, LT. KAGY R3-Bd 4-0x2-6 III I 6-0 2.�� 10-4 5-0 3-0 10.0 63 AND.•I, II•. Z G 3+72. RT. KAGY SP-1 REUSE 12-0 - .1- UBE 9-9 5-0 3-0 42 A I REUSE AT SAME STA. •.ii �I. ,'. Tr x 3 34•GRADE E BOLT& NUT(21REQD. >- Lu 3+75. LT- KAGY R7-1 REUSE 12-0 2'T 9-9 5-0 3-0 42 I REUSE AT SAME STA. .' E-4'. U 2 Ur' • ' INSERT SLIP BASE 6"INTO ANCHOR {E.IF Q LLJ 11' o i SUPPORT Y Z KAGY BLVD (WEST) a 1 SINGLE HEAVY DUTY a"snuaRE wewNT .I 1' NOWPERFORATED BREAKAWAY ANCHOR �� v/nu (r O 1� a I ' 0.WALL THICKNESS,22.8E LBS EACH, 9aE THSkNFss I+50, RT. KAGY R7-I I-Uxl-6 III III 2-0 502.2. E 10-0 7-0 3-0 1.5 43 'i I.• Iw'GA. 4+25, RT. KAGY R7-1 I-Oxl-6 III III 2-0 , PWBE 10-0 7-0 3-0 1.5 43 I ' CONCRETE-CLASS"A"OR"W Z.bo. 3F0 10 LLJ � Q .• 1 ISSR q GAGEI 2' 10-0 7-0 3-U I.5 43 FOUNDATION-1'-0"%3'-0" w O 6+95, RT. KAGY R7-1 I-Oxl-6 III III 2-0 Z 9+05, RT. KAGY R7-1 I-Ox1-6 III III 2-0 2.�' 10-0 7-0 3-0 1.5 43 A Lu Z z 2 12" TELESCOPED SQUARE TUBES > O :3 BREAKAWAY SIGN POST INSTALLATION Lu Z ON SLIP BASE DETAIL _ I=0 2"=339 NOT To SCALE Lu _�( TOTALS II=129.0 2.5"=328 7 1 STAINLESS 2 W 4r REFL. STEEL BANDING SHTG. "I" = ENGINEER GRADE ~ Z_ • REFL. SHTG. "III" = HIGH INTENSITY z O SIGN PANEL Q • 'TINGLE SQUARE TUBE REQUIRED. W MOUNTED IN HEAVY DUTY STUB. SEE DETAILS THIS SHEET v p p p TELESCOPED SQUARE TUBES � •"��' '� `" (2. 19" & 2.5") WITH SLIP NOTES, t C/5 ~ BASE BREAKAWAY REQUIRED. I. SPACING - PLACE 3" FROM 6F" HEX HEAD BOLT SHAFT OR MAST ARM MOUNTED IN HEAVY DUTY STUB. END OF SIGN. MAX. SPACING �^ SEE DETAILS THIS SHEET BETW N EE SUPPORTS=12". DELINEATOR SUMMARY 2. ALL METAL USED IN THE FABRICATION KAGY19-7.DGN OF TYPE F-� BRACKET SHALL DESIGN "A" 26 BE OFISTAINLESS STTEEL1OR CADM NG UM PLATED Dwg.: -{I DESIGN "B' HI-CARBON STEEL, OR GALVANIZED STEEL TO FIBER WASHER Survey By: C&H PREVENT UNDUE CORROSION AND STREAKING. RRM I-+' DESIGN "C' Design By..I" DESIGN "D• Drawn By: KRH -1u1 DESIGN •E' Checked By: RRM H DESIGN 'F' Date: 5/1 9/0 0 DESIGN 'G' " EQUAL IT PRODUCTS OR REVISIONS: 'AS CONSTRUCTED 1/la/o1 z/B/ol DESIGN •H' 3/9/01 OCTOBER, 2001 DESIGN v' TYPICAL SIGN MOUNTING BRACKET - TYPE "D" AE N .: Fo/01 FLEX.DEL, SHEET NO.: Of. NOT TO SCALE S-3 4 VAR. SIGN yqp, NOMINAL WEIGHT PER cups a GUTTER W FOOT OF SQUARE TUBE 3' 2' - 2.42 LBS. '\ 90' WITH . 2 W = 3,80 LBS al `RE C RESPECT TO � ,,I) l FACE OF CURB 1 C y� V W '' CD 8' C 2'MIN CLEARANCE VAR. VAR. SKEW DIAGRAM .w 12'-0"CLEARANCE I I 2'-0"MIN.CLEARANCE \ VAR. yqp. RI.w, V et NO SHOULDER I VARIES NO CURB SIDEWALK I ,/, N y V O 'al D-3 SIGNS MOUNTED I I (/) BACK TO BACK II _ EDGE OF SIGNSE FACED�� ON POST. O p PAVEMENT 3" 06 FASTEN SIGN TO rP '" NAM STREET STREET VARIES NOMINAL WEIGHT PER = AS PER DETAIL- FASTEN SIGN TO POST O l2 s SHEET NO,S-1 --- -- FOOT OF SQUARE TUBE i AS PER DETAIL-2.42 LBS. �J Q 2" = 2 SHEET NO 5-3 C 1 2 12" = 3.80 IBS. f RI-I SIGN WHEN O PERFORATED SQUARE REQUIRED TUBE SIGN POST ii V PERFORATED SQUARE TUBE SIGN POST TOP OF CONCRETE p 111(�I SIDEWALK BASE I BE FLUSH I WITH EXISTING GROUND M CURB a GUTTER OR SIDEWALK �q�grl PERFORATE[)SQUARE STREET SURFACE _ N LCi alUalrr TUBE SIGN POST — _ — �O R! R1 SIGN NON-REINFORCED y1 C CONCRETE BASE ^c - •G SHOULDER NE DRIVE TYPICAL STREET NAME SIGN Q3) MOUNTING DETAIL DRIVEN BE SEE DETAIL EMBEDMENT FROM ROADWAY y1" ^ I/i ROTATE SIGN AWAY NON-REINFORCED- FOR CONC.BASE C Ir/ w FOR EACH FOOT OF CONCRETE BASE NOT TO SCALE SIGN WIDTH T-0-EMBEDMENT- DRIVEN OR SEE DETAIL DO SKEW DIAGRAM FOR CONC.BASE ` r4. `_`* 'ROBE T R• vt M rpn TYPICAL R1-1 SIGN INSTALLATION DETAIL NOT TO SCALE TYPICAL R1-1 SIGN INSTALLATION DETAIL NO[ TO SCALE VAR, /SIGN CURB a GUTTER ! VAR FOOTNOMINAL SQUARE TUBE ;,I 3 `,-SIGN ��RESPECT90. RTO CURB a GUTTER-- Jt FACE OF CURB 2` - 2.4,LBS , / _ m Z J 2 12" 3.80 Les. --` 46- tt- SKEW DIAGRAM 2'-0'MIN.CLEARANCE ' B'-0"MIN.CLEARANCE WITH TO RESPECT NO CURB SIDEWALK W Q VAR. VAR. WITN flESPECT TO I , 12'-0"CLEARANCE- NO SHOULDER FACE OF CURB 112" j VAR. VAR. 10'-0"STD.CLEARANCE ' SKEW DIAGRAM Y > Z W 2-0'MIN.CLEARANCE I NOMINAL WEIGHT PER - O 0 EDGE Of r- -- NO CURB SIDEWALK j j FOOT OF SQUARE TUBE 3' 06 cc '^ 3" 15" iB" ri Q_ V/ FASTEN SIGN TO POST W Z PAVEMENT L9 cc T' - 242 LBS. P� - --I AS PER DETAIL- G I FASTEN SIGN TO POST 1 12" = 3.80 LBS. 0 SHEET NO.S-3 z O AS PER DETAIL- s SHEET NO.S i z W Z t2 NOMINAL WEIGHT PER 1�' V F rS Z PERFORATED SQUARE � _O = FOOT OF SQUARE TUBE 52 f TUBE SIGN POST FL Q 0 FASTEN SIGN TO POST - Q J 3 s AS PER DETAIL- $ }' f 2" a 2A2 LBS. 0 SHEET NO.S-0 Q L U J 3 2 12" - 3,80 LBS Zui f C 4 TOP OF CONCRETE y, 2 SIDEWALK BASE TO BE FLUSH T 0 PERFORATED SQUARE WITH EXISTING GROUND f TUBE SIGN POST CURB a GUTTER-, OR SIDEWALK LU Z TUBE SIGN SQUAW \ TUBE SIGN POST f STREET SURFACE �IIIIry�IIIIsryN�lll� TOP OF CONCRETE O BASE TO BE FLUSH 1 O B�l� SIDEWALK WITH EXISTING GROUND (n CURB a GUTTER- OR SIDEWALK NON-REINFORCEDIq�l=lrr_ CONCRETE BASE r ~ N �i STREET SURFACE — _ 3'-0"EMBEDMENT- +. "—SIGN = = DRIVEN OR SEE DETAIL V �" - f FOR CONC.BASE .O SHOULDER NON-REINFOR LINE ; .fit ROTATE SIGN AWAY CONCREITE BASE NFORCED- CONCRETE BASE I FROM ROADWAY 12" EMBEDMENT- FOR EACH FOOT OF 3'-0'EMBEDMENT- DRIVEN OR SEE DETAIL SIGN WIDTH DRIVEN OR SEE DETAIL FOR CONC.BASE FOq CONC.BASE SKEW DIAGRAM fDrawn AGY'19-8.DGN By: C&H By. RRM TYPICAL SIGN INSTALLATION DETAIL y: KRHNOT TO SCALE By: RRM Date: 5/1 9/00 TYPICAL SIGN INSTALLATION DETAIL TYPICAL PARKING SERIES SIGN INSTALLATION DETAIL REVISIONS. NOT TO SCALE NOT TO SCALE 18/01 "AS CONSTRUCTED" AS-BUILT 10i01 OCTOBER, 2001 RURAL INSTALLATION DETAILS URBAN INSTALLATION DETAILS SHEET NO. OF S-4 4 LL r-I I-I ■� ` O ALL INDICATIONS TO BE LED'S - LU Q) y SYMBOL LEGEND EouIVALENT TO AbCAtry 5" Bookplate tTYP.t Iz" $YA60L ! > ', � LOOPS CONTROLLER CABINET {-1�I A `W` y a1� MSP 1230-67OR OR EQUAL 51NGLE UNIT j Q I sen e= H E I I D N CON7gOLLER r C i ■PB PULL BOX CLAN SN.LL _ Ne-L1,N8�3 aennH, aennM, �� 1�_I ",1 L O o_0 o a.ea.ly 4 1 LI L, B — Q7 O sENEs o a..aa+ o aon,»la O - -f____________ } C co MOUNT " �— ---- SIGNAL POLE,BASE & MAST ARMS i �. C -}W- VEHICLE SIGNAL INDICATION 12' R 12" R 12" R I J N i\\\ 59-Tq1,58-TR2 1 °a.m.I1 ' O p.e-f. 5 U�'`I O V W O PEDESTRIAN SIGNAL INDICATOR 12„ O 12` 12" IIL- NEW LUMINAIRE ON SIGNAL STD, ssalEs o eh..n.ra ro. .11,11 -2 O O,.nml f �.r] 1 F __ __ � ESIGNAL POLE NUMBER 12" 12 12° G 21 22 ART'.W&AES-S Z 6 'aFRIEa O o--l. Caand4 -- �- O2 VEHICLE IND.REFERENCE NO. 23 24 I O w r- 2- j I I w o a.n,wr o aanx, -L-�_I ; `, C � PEDESTRIAN IND,REFERENCE NO. OO®O 12 12 25 26 _L_I , ---- NEW CONDUIT& WIRE ©OO 1q �O a I o aa.�.l+ o awlnaa aiy I G I ` M LED 27 28 o 3 o 7 '�✓ ee #` O O® O O GREEN � EMERGENCY PREEMPTION DETECTOR 11 1 sEmEs L YELLOW SlLI Sei2 ay.w1 ao.wl O FPB-L RED.PUSH BUTTON (LEFT OR RIGHT ARROWI PEDESTRIAN I ,� O $ERVICE LFLr-- 2 ELEC. m SIGNAL INDICATIONS INDICATIONS J J a.nn.,a 4 p Gam.l+ O I I I , �L0 V L,LI ✓ 09 SIGNAL & PEDESTRIAN INDICATIONS N�Tq,,N�TR2 R'E` °°"n~� O b Q o ola.w, Aµ1gn � aER Ea j z o I Eln:E sEn:Es LOOP AMPLIFIERS ~ �I ,5o Soo 712 R/W z� o I E&R1.E0R2 6ERE5 CONDUIT RUN DESIGNATIONS -- o r________r_______---1-' ___ 15' �1 O� + oa n 111 LOOP DETECTOR WIRING SCHEMATIC 15 70 ►- 112 �` �R/W NOTES: "AS CONSTRUCTED" CURB & GUTTERS 30 160 1.SEE SHEET NO.E-2 FOR a — NEW TYPE 3 OCTOBER, 2001 NEW TYPE 1 o UNDERGROUND UTILITIES. CONC.PULL BOX CONC.PULL BOX �. � I i �1 � t 10 L.F.& � y 6'x10'LOOPS CENTERED IN LANE (TVP.1 55 360 80 '^ �_J m'_ I CAP y,C (UNLESS NOTED OTHERWISE) NEW TYPE 2 i s F -I NEW SIGNAL CONTROLLER 2.SEE SHEET NO.E-5 FOR PEAK 20 YEAR DESIGN VOLUMES CONC.PULL BOX I I I TYPE "P"CABINET & CONCRETE PEDESTAL LUMINAIRE WIRING DIAGRAM. O I ' EECONT V NOTE: m ISEE DETAIL SHT.) RAU U1 IS RESPONSIBLE FORTYPICAL LOOP LOCATIONS 21 ING ALL UILLUTY L PRIOR TO E%CAVATION IE--- _-- _ 25DW H.P.S. ACT THE UO LO ATE UN N SERVICE ATNEW CURB & GUTTER _ __ r , TYPE III MEDIUM-CUT OFF 124L666 TO LACATE UNDERGROUND UnL1T S. l,lll hill,,, SCALE: 1"=20' •.•.•.. AND SIDEWALK -- _ I I '� ` � (COOPER OVH25SWW30 �``D N T q OR EQUAL)ITYP.) EDGE OF , ' PAVEMENT NEW l - *,• ROlERI R. *z R/W , PPB-R PPB-L r NEW TYPE 2 R/W ?eB CONC.PULL BOX / PEDESTRIAN INDICATION (TYP.) IOI 2 PEDESTRIAN INDICATION NUMBER (TVR) al VEHICLE SIGNALJOI a O llt STA.0+81.0 ,' DNAL•� �``, — — ` INDICATION r 13 (TYP.( I VEHICLE 22 I IND.NUM. R-- III-------- ' J NEW 6'x10'LOOP 27 j ---- I (TYP.) WB-Rt KAGY BLVD. DETECTORS (TYP.) .1 ; (SEE DETAIL SHT.) i \- I STA, 10uz.es - �- � -�\ 19*h= rl-`,1'_ 1 __TWB-T21 �_ E— KAGY BLVD. STA.1+18.'0 ; 12 ( KAGY 0+00.00 WB-T1 lIEIy__ . i i____,( 0 0\\, W2I___ L__—_ ____ >EB-L _ J---- >E 3+DO ~ iEB 71 w�Lt J 0 o EB-T2 r---- I -L_ 5 NEW TYPE "C" EDGE OF NEW Z m L __ - _ - m r� I I REMOVED EXIST. -—-—- ' ELECTRICAL SERVICE PAVEMENT } W Q —-— _� —- LUMINAIRE -BY OTHERS C7 'I FO r' J I r (SEE DETAIL SHEET) J o .ram IEB-112 j 1 1 19th IOr00.00 ' 23 Y W (D Jim 1 EB-RI STA. Ot23.94 I © (D Z 4i KAGr (in _� - m CL QY 4 NEW CURB & GUTTER 26 1 , a 1� O O I O6 - rwn ___-. .. __` L V W i --_-_�_ L .. T NV Z _ L O R/W_ PPBL I p^g-q r NEW UNDERGROUND POWER �R/W > 0 W e ' ! SUPP Y -BY POWER COMPA n —J 1 NEW TYPE 2 --, --, 24 2 CONDUIT SCHEDULE Q U V Q CONC.PULL BOX t '�' uMeER ar Awa coNoucroas A .mREs NOTE: (SEE DETAIL SHT.) I 1 ,, orals. eo.aeh. ss. m.,..»I °»11 itl0n !a.a vas .e.l IflE.Gi aem:di ic�ol,00llu wuN. Ic,a,mi aMer�ero LFI W LL_ 2 3 McTod n�ne ,�,1. s�„4 sc.x s„wu sc s14 .•, I`ve ao°a.1.w ew ale LL 1.SEE SHEET NO.S-1 & S-2 FOR . II ----- _" t SIGNING & STRIPING DETAILS. 25 Z i i A 3 2$2" Rigid Tranch 4 4 4 1 10 1 1 10 W Q , 6 - M 1 yr Rlgm rr.non 3 = F- � zl l , 11 NEW TYPE 2 c 2 2" Rigid Push 1 , 1 1 2 1 1 2 j Z NEMA MOVEMENT IDENTIFICATION j CONIC PULL BOX 2 - O - , D 2 2 1Z' Rigid Push 2 1 6 1 O R/W 1 (T, E 1 2" Rigid Tmnth 2 (n PHASE DIAGRAM �I z I ' rM, r NEW TYPE 1 F 7 z^ Rigid Tr.ncn t 1 t 3 1 f I CONC,PULL BOX G 1 2- Rigid Trench 1 1 1 1 (SEE DETAIL SHT.) H 1 r' Rigid Trench 1 1 1 1 Q �. _I Q 4 4 7 PPB PPB ONI 111 + ,r J t 2' Rigid Tranch 1 1 1 m CD K t 7' Rig,d trench t 1 1 1 t t *" PPB IIIJIIIyIII R/W L 1 1 12' Rigid Tranch 1 z FUTURE 6 I M 1 712' Rigid Trench , 1 1 2 6 ry t t l PVC Trench Future • O ` O 1 1 12' PVC Tr 1 ench 3 - 1 I m a F PPR 8 *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE + a QI QI 3 0 4 w V ' Pale Station Pole Signal Signal Head Emar9ancy Lumin. Ped. Top or Pole Foundation Lumin.onOl Mast Dfatanca From Preempt Mast Puah Mourn Nines .O ` NOS 191h Ave. Type Base Elev. DIR. De thN ZV Len h Pol6 on Mast Detett Len Ih Bugons P Hel ht 10+68.7 49.3'RT 3A 55' 54.5'42.5' ^' 15' 2 By Engineer TO" 13'0" 35' pvB , Checked By: 7 * 5 ;� I j O2 9+57.9 46.4'AT 3A 55' 54,5'-42.5'-30.5' 15' 2 By Engineer TO" 13'0" 35' Date: 5/19/00 ADVANCE 2—0. z \ REVISIONS: FLASHER . / O3 9+58.9 59.2'LT 2A 55' 54.5'-42,5' 2 By Engineer TO" 13'0" 6 ? ^ 2.-_ o. Q I l I/18/01 2/8/01 10+67.9 62.B'LT 2A 55' 54.5'--42.5'-30.5' - 2 By Engineer TO" 13'0" 3/9/01 �wd SIGNAL B Engineer 2'0" 4'0" ADVANCED SIGNAL AS-6L)LT 10/0I 3 B 8 PP6 PPB�---�PPB '\ O 6+00.0 28.2'FIT BEACON .. y g �' WARNING BEACON SHEET 0 � O06 07 08 -1 7 —- �-SEE DETAIL SHEETS I ♦L 1 1 1 I O LLJ 5 U. W Q1 1 I I + Q R/w� H 3 R/W ! J H -''- LEGEND I r j I 1 i i I r NEW SIGNAL r-- r- -' 1 V EDGE OF NEW I I CONTROLLER PAVEMENT (TYP.) W WATER MAIN i i U) ! i - U N GAS GAS MAIN Q i i (A Q I I ,'��,� o� o —UG TEL— UNDERGROUND TELEPHONE LINE —UG TEL (F.O.)— UNDERGROUND FIBER OPTIC LINE I _ _ I ^ —OH PWR— OVERHEAD POWER LINES -- ---------------------- I � O -- �• i �----�--'--� ---� ;� SCALE: 1"=10 Cl '-" -I i�----- • 1�� i i NEW 22 12"x 36 114"RCPA ro _ -- I /I NEW CURB & GUTTER & SIDEWALK (TYP.) __ ; 11 NEW SIGNAL >, PULL BOX (TYP.) R/W O 1 , ._.._ ---._ ___.... __ __._.._..__._..____ h ! 1 EXISTING POWER POLE III ; i 1 RELOCATED APPROX. m c 1 35'NORTH - BY POWER CO. ' O U� v 41, EDGE OF NEW t I ' I�-------J--1--�---L--�-W ---------I PAVEMENT (TYP.) W W - - - 1 -y 1 II I I 1 I I I 1 I I I 1 1 1 I I I , I I I I I NEW 16"RCP ' I Q J I_f------1=__j____L_1----------i S+":"ROBERT R.."• +�_ I I I �' \ Q Y ; ; I I � 1 KAGY BLVD. ,• _ I I I - I � V• I ; i I � � I i :o� 3 7 ------ I --------- _ NAL KAGY BLVD. t oy o ter_ I ; %. '',/""I,III II„••'•• I I I 1 ---------- I I I i I - i I I I 1 I I 1 I I I I 1 _L_____- I________� 1 + 00 I , i 1 -------- ; NEW SIGNAL > Q CONDUIT (TYP.) J - m REMOVED EXISTING W m LUMINAIRE -BY OTHERS NEW LOOP DETECTORS -------i I I I- -� -a- (D W W LU ITYPJ > Z I 1 I O QQ LJ dS J 1 1 1 1 LU 0 IJ�) LU Z NEW SIGNAL (D Q\ O STANDARD ITYP.I ' �_� J 1 � I— Q UG TE .L. LLJ oo1 ----------'--- ------'--. W } R/W NEW SIGNAL z ! ! SERVICE Gp,S EXISTING TELEPHONE - O i PEDESTAL(TYP.) 0 I NEW SIGNAL STANDARD-".' POLE BASE (TYP.) i i I i i ., ! / Q N ------- R/W-,, F` ________- J ! I ---------?------- 1 1 ' NEW SIGNAL ' 7 ) w EDGE OF NEW 1 I I PULL BOX WITH i F 1f�19.oGNa PAVEMENT (TYP.1 CONC.RING (TYP,) r-R/W C&Hjiii RRM, KRH UTILITY NOTE: THE CONTRACTOR IS RESPONSIBLE FOR � Checked By: RPM J 2/8/01 1 I I , J Date: LOCATING ALL UTILITIES PRIOR TO EXCAVATION. Q 1 --; I REVISIONS: CONTACT THE UTILITY LOCATION SERVICE AT ---- 3/9/01 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. •/ rn AS-BUILT 10/01 "AS CONSTRUCTED" /•, !� / .� O OCTOBER, 2001 , SHEET NO., OF. E-2 7 POWER SUPPLY CHASE& SUPPORT LEG LU METER O y 00 TYPES I,6, 1 1 & 16 TYPES 2,T, 12 & 17 U N _1 TOP VIEW a Q�j Cs co c g SERVICE PEDESTAL- O O NON-FUSED BREAKAWAY FUSED BREAKAWAY SEE SPECIFICATIONS FOR DETAILS IDENTITY DESCRIPTIVE METER SOCKET ; Z Q SYMBOL & NO. WIRE SIZES —"— — —f > F� I I I B i � NEMA T CABINET w�LOCKABLE O tl 10 HINGED,LOCKAA BLE COVER I '( PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- O tl RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 3 � IN THE GROUND OR INSTALLATION IN SUNLIGHT. a EACH HOUSING SHALL PROVIDE A SECTION TO FORM Y G A WATERTIGHT SEAL AROUND THE CABLE AND A m '1 g SECTION TO PROVIDE A WATER-SEAL BETWEEN THE 6'-0"MAX. A,iz IOWNER R PROOF LOCK 4'-0"MIN.TYPES 3,B, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. (OWNER SUPPLIED)EACH KIT SHALL BE SUPPLIED WITH SUFFICIENTSILICONE COMPOUND TO LUBRICATE METAL PARTS POWER SUPPLYCHASE & SUPPORT LEG —CONDUITS AS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. REQUIRED (10 b 0 WHERE INDICATED A COPPER PIN AND A COPPER 3:4"SCHEDULE BO PVC CONDUIT w RECEPTACLE BOTH OF AT LEAST 907 CONDUCTIVITY 1 OF BARE NO.6 AWG (GROUND WIRE) I FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE :NT, - SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING 4"THICK CONCRETE ROB °' 6 Io AND SHALL BE EQUIPPED WITH A DISPOSABLE 6 ." MA ° MIN.I= =IIII=GROUND LINE -e. FRT R ;SLAB MOUNTING PIN. THE PIN SHALL BE OF AT LEAST _ ------ m 96 HALF-HARD MATERIAL AND THE CRIMPING PORTION —IIII—III— 3"MIN. IIII— ° .n, i i. •��SHALL BE FULLY ANNEALED WHILE THE REST OF Z ;: ONAL.E 6 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 24"MIN. HARDNESS. THE RECEPTACLE SHALL BE FULLY TO CONTROLLER& ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK —LUMINAIRES TOGETHER SO THE CONNECTION WILL BE MAINTAINED i II 4 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION TYPES 4,9, 14 & 19 IS APPLIED TO THE ATTACHED CABLES. STABILIZER I' 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF FOOT �-xx a m SPRING LOADED 907. CONDUCTIVITY CONTACTS FOR 6'-0" W_J 13 IO — 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. J 4 THE CONTACTS SHALL BE FULLY ANNEALED AND m ADAPTED TO BE CRIMPED TO THE CABLE. 120/240 VOLT UNDERGROUND z c NON-FUSED BREAKAWAY j SERVICE BY POWER CO, } LU O W 14 `COPPERWELDJ Q w F— GROUND ROD > w W "AS CONSTRUCTED" IZ CC Z V 16 ELEVATION VIEW OCTOBER, 2001 j O> W 17 Ia TYPE "C" ELECTRICAL SERVICE DETAIL w z �V) TYPE 22 & 23 NOT TO SCALE > O f _J —�_ TYPES 5, 10, 15. 20 & 21 Q F— _ W 0 V_ 0 120/240 VOLT J cr 19 I m PHOTO-ELECTRIC CONTROL m IO m - SERVICE PHOTO-ELECTRIC CONTROL - TO BE INSTALLED WITH A _Ll ID 6 — 0 MIN. OF 2° STANDOFF MOUNT ON POLE NO. 2 =' w U FROM POLE AWG NO.6 SEE MOUNTING DETAIL - THIS SHEEI Z I—w NON-FUSED NON-BREAKAWAY METER BASES >w NON-FUSED NON-BREAKAWAY 3 AWG NO, 14 CABLE O > I TWISTLOCK TYPE G 1 CIRCUIT BREAKER gg CONTROL LECTRIC LIGHTNING ARRESTER , I 20 AMP,2 POLE, .,., 23 I SINGLE THROW - 0 o CON 0 4- DUIT OUTLET 60 CIRCUIT AMP,BREAKER I } `AUTO-OFF-MANUAL L IZ � 3 u Io SINGLE THROW I SWITCH FIELD DRILL AND 120 AMP RELAY TAP HOLE IN POLE N.E-M.A. TYPE 313 2 POLE.SINGLE THROW FOR I/2' PIPE CABINET I I 7�E POLE NO. 2 I I AWG NO.B BARE AWG NU.6 ----- GROUND ROD - TO LUMINAIRES Checked By: AWG N0.6 TO SIGNAL AWG N0.10 GROUND 5/15/00 CONTROLLER Dale: WATERTIGHT CONNECTORS INSTALLATION DETAIL FOR AWG N0-10 GROUND REVISIONS: 01 NOT 10 SCALE PHOTO-ELECTRIC CONTROL AS-BUILT 10/01 NOT TO SCALE TYPE "C SERVICE WIRING DIAGRAM SHEET NO,: :�j NOT TO SCALE E-3 POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS LU TABLE 1 Q Q Q Q Q Qk/4 Q Q Q Q Q Q Q c ANCHOR BOLTS E F G H J K L M N ® ® ® 1 Q) TYPE 111 LOWER SHAFT 15',20'A25'&30' 18050. t7%2" I11/2" I-'4"x 70"x 6"(OVERALL-16•') 17"SO. 19' 8 NC - 5" A325 II/2" II/{' 7 V-0" 6'-7" K�HE .N TYPE f21 LOWER SHAFT 75',40'& 45' 19"S0. 19" II/2" I�'4"x 75"x 6"fOVERALL-81") 19`S0. 20" 7 NC - 6" A325 ° I�'°" B 7'-6" 7'-I" 2'-6" ,F„ O TYPE (2) LOWER SHAFT 50' 19"SO. 19" 1'/2" 1Y4"x 75"x 6"(OVERALL-81"I 19"50. 20" 7 NC - 6" A325 1)" 1Y4" 9 9'-0" 8'-7" 3'-0" 1 /1nuiNOTE-PIPE BRACKETS SHALL BEUSED FOR MOUNTING TRAFFICTYPE (31 LOWER SHAFT 55'. 60' 20"SO. 20" 13/4" 2"x 75"x 6"IOVERALL-81") 19"SO. 201" 7 NC - 6" A325 2" 2" 13 13'-0" 12'-i" 3 -0" AND PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS p L1T7 d OTHERWISE SHOWN ON THE IjI 7 PLANS. O MOUNTING POINTS STANDARD adroTABLE 2 411 2 M 3 4 K1 5 6 7 !8 Iµ 9 *10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER EMERG.VE HICLE MOUNTING TRAFFICAND PEDESTRIAN SIGNALS MAST ARM MOUNTING SIGNAL DETECTOR CTOR SIGN PANEL SIGNAL SIGNAL SIGN PANEL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. NOTES Z DESIGN AREA 12.0 SO.FT. NIL 8.0 so.FT. 9.0 SO.FT. 9.0 50.FT,6.0 SQ.FT.3.3 SO.FT, 9.0 SO.FT. 3.0 SO.FT. 4.72 SO,F T. STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS O DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LEI. 105 I.B. 100 LB. 75 LB. 210 LB. BO LB. 200 LB. FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND TRAFFIC SIGNALS (AND ANY TABLE 3 AMENDMENTS THERETO). 15' 1 20'& 25' 30',35',40'& 45' 50', 55' & 60' DRAG COEF.(Cd)11 I.2 1 NIL 1.2 I,2 I.2 1.2 0.5 1.2 1.2 1.2 DESIGN WIND VELOCITY SHALL BE 90 M.P.H. DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WINO IS PERPENDICULAR TO STANDARD. AS SHOWN), MTG.PT S. 41 I,W2 &•31,'K 2,W3 &'W4 •1, 23, 4 &4'S1,4`2.*4.'KS &W6 C c O DESIGN WEIGHT = DEAD LOAD. �1 Y4" - IU NC - 3" A325 (TYP,) ALL T'IPE III LOWER SHAFTS SHALL BE DESIGNED FOR A = 30' AND A MOUNTING HEIGHT OF 45'. O ALL TYPE 12) LOWER SHAFTS SHALL BE DESIGNED FOR A = 50' AND A MOUNTING HEIGHT OF 45'. MATCH SIDEWALK II NC - 2'/2" A325 (TYP.) ELEVATION INC BEVELI 1 ALL TYPE 131 LOWER SHAFTS SHALL BE DESIGNED FOR A 60' AND A MOUNTING HEIGHT OF 45'. ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN,I. 2" BEVEL - h C REMOVABLE WELDING PROCEDURES. SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT E%PANSION _ AREAS WITHnUi A-- -45°(TYP.) PRIOR TO FABRICATION OR APPROVAL. JOINT SIDEWALK C 141/2" 2" SCHEDULE 40 A53 PIPE / POLE SHAFTS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED CURB &GUTTER III IN (BREAK SHARP EDGES FOR - _ PER ASTM DESIGNATION A123. a.•, Zn WIRE PROTECTION) 15, -I �1 T_ .1 o. .a•° O 3 -7" F a - 1 2" SCHEDULE 40 A53 PIPE ` 1 L O(7YP.1 THREADED SCHEDULE 40 \ SIDEWALK m 1 IBRE AK SHARP EDGES FOR 3Si FOUNDATION , I," _ 2" SCHEDULE 40 A53 PIPE e% - 7„ - WELD HOOK TO POLE WIRE PROTECTION) A53 PIPE )BREAK SHARP EDGES (BREAK SHARP EDGES FOR 1 SHAFT FOR SUPPORT FOR WIRE PROTEC TIONI a WIRE PROTECTION) ` . 1 OF WIRE CLAMP 1 ! o SIGNAL MAST ARM FILLER-� LUMINAIRE I/4" PLATE TOP, UPPER MAST ARM FOUNDATION BEVEL DETAIL `: Ro6ERT R. PLATE - BOTTOM AND SIDES I SHAFT MATERIAL `� LUMINAIRE ARM _ W 3 - --�- W1,>.4 45 &W6 -•A• AaR �- I" PLATE --- -- _-y-' MM.II GAUGE o 's.c"`::_- II SCHEDULE 40 A53 PIPE --- -- �- W7 e LOWER (BREAK SHARP EDGES FOR _ '�� LUMINAIRE ARM CONNECTION L3 p I SHAFT WIRE PROTECTION) 2' UPPER SHAFT NA` HANDHOLE 61/z• 61/z 21Iz' MIN.11 GAUGE 1 _- I AND COVER PEDESTRIAN FOR *1,*2,*3,*4,*5 &*6 FOR *7 PUSH BUTTON I- + WHEN SPECIFIED `/4" PLATE TOP, (` p O _ I I BOTTOM AND SIDES NOTE-REMOVABLE CAPS SHALL BE COUPLING DETAIL coI SUPPLIED WITH EACH COUPLING `. EXCEPT FOR*8. *9 &*10. (NOT APPI.(CABLE TO W8.W9 &W101 NOTE-LUMINAIRE ARM AND SIGNAL EXTEND I ARM ARE IN THE SAME A80VE BASEASE OF OF SHH AFT Q VERTICAL PLANE, ON THE 3'-4" > J I I I SAME SIDE OFTHE POLE. 2'- 0" MIN. J O _ m Q A36 PLATE I" GROUT I ANCHOR BOLT z -��_ BEVEL - SEE DETAIL Q *1-, _ 12.5 �- QA THIS SHEET PROTRUSION >- w w J M1-, 2. 12. 5" TO 71/t" q cC S. _ 4r2 FACE OF CURB G t 5° REMOVABLE CAP \ /• LANE USE CONTROL 12 35' Q W SIGN - MOUNT LEVEL MOUNTING H, Y SIGNAL ARM CONNECTION L ,• �- - STREET NAME SIGN - HEIGHT 2 p # 2 �7j 4 as o�c p,S' MOUNT LEVEL 3* _#4 / _ 2.5'f1.5' �- W c Q TYPE "C, '45 J firK 1 z G z MOUNTING BRACKETS - 1'-0"xJ'-0" BLANK SIGN TYPE V' UPPER SHAFT - I I SEE OETAIL SHEET PLATE FOR WIND MOUNTING BRACKETS - COPPER GROUNDING- I W Z �! I 3'4" PLATE DAMPENING (50', 55' & SIGNAL ARM SEE DETAIL SHEET STRAP BETWEEN CLASS "D" L O < GO' MAST ARMS ONLY) WITH MIN. T GAUGE LOWER SHAFT- ANCHOR BOLT, CONCRETE Q 0 _ TYPE "p" MOUNTING MIN T GAUGE BRACKETS - CONDUIT AND BARE FOUNDATION U) J SEE DETAIL SHEET AWG NO.6 GROUND U A36 PLATE *8 IS ELEVATION AT BOTTOM OF TRAF- WIRE 4-ANCHOR BOLTS 4L-' W c e SIGNAL HEADS (FIELD MOUNTED) I 512E AS RE 0'p. - cc Q 8 N0.6 BARS L 13"S0. W9 IS ELEVATION AT BOTTOM OF PED.-" EOU ALL SPACED _ rLij Zrrn1 LOWER SHAFT PUSH SIGNAL HEADS (FIELD MOUNTED) t9' -5 ~ z V ARROW TO BE LEFT OR RIGHT, 3" - o c HANOHOLE OR BOTH AS REQUIRED. S FOR N MIN. O AND COVER 5" x 7T/4" ALUMINUM M 10 IS ELEVATION AT BOTTOM OF Cn Iq^ 1/2" NUT HOLDER SIGN, BLACK LETTERS ® CONTROLLER CABINET (BAND MOUNTED) FOR GROUNDING - ON WHITE BACKGROUND. o y45°(TYP.) BACK OF CASTING SHAPED TO NOTE' U 3" THREADED SCHEDULE 40 A53 PIPE, 10' a7 NOTE-A HANOHOLE DETAIL FIT CURVATURE OF POLE. /\�/yam-/\�/\y� PROJECTING FROM SHAFT 2", WITH ANCHOR BOLTS SHALL BE AND A NUT HOLDER REMOVABLE CAP. BREAK SHARP EDGES INSTALLED VERTICAL IN O DETAIL SHALL BE I 19" FOR WIRE PROTECTION. 7' FOUNDATION. Q A36 PLATE REQUIRED. I 4, 4 LAP PEDESTRIAN PUSH BUTTON SIGN 2A & 3A STANDARDS 2 5 K OF 4 HOOPS SPACED EQUALLY REMOVABLE LOVER PLATE - � O SHALL 8E PROVIDED WITH O Ft�GYI EACH POLE SHAFT �4" PLATE AT ABOUT I'- 0" AS is 6 BAR !TYP. I CENTERS 45°ITYP.) T� O C CURBNOTE-COVER PLATE DETAIL 1 / TERMINALLONG 2y2" CLEARANCE SHALL BE REQUIRED. -LOWER SHAFT COMPARTMENT-,. '.. USE GRADE 60 REINFORCING STEEL SLOT _ ANCHOR BOLT T '/4" (TYP,I / POLE TYPICAL FOUNDATION Checked By: SHAFT TO SHAFT - SHAFT D81ef 5i 9/00 \\. / A36 PLATE - REVISIONS: MOUNTING PLATES DETAIL BASE DETAIL 1/1B "AS CONSTRUCTED" AS-BUILUlL T 1oio1 SIL'NAL -- TYPICAL ORIENTATION FOR OCTOBER, 2001 SHEET NO: OF PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A E-4 7 W a� m 8" YELLOW TRAFFIC SIGNAL WITH 8" LONG OPEN BOTTOM TUNNEL VISOR, 5" BORDER 0 W �� BACKPL ATE & 91 WATT 120 VOLT CLEAR , TRAFFIC SIGNAL LAMP. ITYP. 1 N U N �� a �AP #6 BARS l3'-7" LONG 1 4'd 1.0' - (8 TYPICAL) EDGE OF EXIST, 10.0' C o PAVEMENT O O �� ° #4 HOOPS AT �fE EDGE OF i ° I'-0" CENTERS W O SIGN PANEL SEE SIGNING PLANS ANCHOR BOLT �� Z Q (4 TYPICAL) ANCHOR BOLT C CIRCLE ' NO.6 AWG BARE GROUND WIRE ° W. OR PIGTAIL EXTENSION SECURED 2-1/2" CLEARANCE U UNDER ANCHOR BOLT NUT. Q tc- Z Im COPPER GROUNDING STRAP BETWEEN o> ANCHOR BOLT, CONDUIT & NO. 6 AWG CONDUIT SHALL PROTRUDE FROM ¢1 II ° II II II n II II ° BARE GROUND WIRE OR PIGTAIL FOUNDATION AT LEAST 3" a EXTENSION. ti C TYPE 1-200 SIGNAL STANDARD 'I II II°° N 5.0' WITH CAST TYPE BASE AND ANCHOR BOLTS. (TYP. ) ,JI rr I` 2" 6 C1 MIN. I ( I 41/2 0.D. a O 'I it 2'-0" Q1 STANDARD - A A STEEL PIPE I. II 1 I,...........TT ,,.. o m n Ills NTAhr. o : 9 ' ROBERT R.•'•+ -III r It 41.: 0NAL 1411 11/yy' SCH. 80 PVC CONDUIT �iii�ii%' �3" MIN. I OF 31 NO. 14 AWG 1) 1"-`= ? ° TO CONTROLLER 5/8"x 8' COPPERWELD �2' Y4" SCHED. 80 PVC CONDUIT GROUND ROD WITH Q TCONNECTOR (TYP. ) cc CONCRETE FOUNDATION ITYP. )/ C3 Z Q SEE DETAIL THIS SHEET > Z Co C) CC TYPE 1-200 SIGNAL STD. FOUNDATION DETAIL > w Q (D ADVANCED SIGNAL WARNING BEACON DETAIL NOT To SCALE Q w Z rr NOT TO SCALE Y >O J 66CL � Z m - � � AWG NO,10 W Z J INSIDE POLES ITYP.I > O Q F 0 Q W 2 LU U W 1 2 Cn ZIn POLE BASE (TVP.I Lu NOTE: _ > Z SEE SHEET NO. E-3 FOR SERVICE z O p 4 20 201 PULL BOX Q U - - -------- - -- ----------_-_ -� mP.1 WIRING DIAGRAM. Q W GROUND LUG ITYP.) I lb m I PHOTO-ELECTRIC CONTROL I j 18 CL C/) 1� - INDICATES NEW WATERTIGHT CONNECTOR, SEE DETAIL DRAWING ON SHEET E-3 Awc No.B mP.1 PROVIDE WATERTIGHT CONNECTORS IN PULL Dwg,; KAGY18-10.DGN AWG NO.10 GROUND (TYP.) BOXES WHEN SPLICING OF CONDUCTORS IS AWG NO.10 GROUND mP.l--1 2 I REQUIRED. Survey 8y: C&H i Design BY: RRM 1..--- ISER SUPPLY FUSED CONNECTORS THAT ARE MIDGET Drawn By: KRFI FERRULE TYPE RATED AT 6 AMPS FOR 2 250 WATT LUMINAIRES, Checked By: RRM2Date: 1/18/01 REVISIONS: 3 AWG N0.1A CABLE "AS CONSTRUCTED" nseeu1ILT 10/01 OCTOBER, 2001 WIRING DIAGRAM SHEET NO. OFE NOT TO SCALE _j E-5 7 W a) m L0 NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN, 6 ONE WAY, .� 5 THE OTHER WAY. _ e t2 0 00NDUIT- O +++ a _4--++++ - Cs -)4 - G W a -I--+ ++ 6" MIN. 10" MAX. - W 0 I_I o Za FRONT OF C L CONTROLLER / I� CABINET PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DID" CONCRETE OR EOUAL BRASS J BOLT WITH Ci I" DIAMETER BEND Q o CONDUIT LOCATION DETAIL cS VENT FAN WITH I_2 W 2" L�2" o THERMO. SWITCH r AT TOP OF CABINET 3'/c, �.• .1 2 j y R — DW - IDL m C • D REINFORCED CAGE FLASH SWITCH AND POLICE PUSH .I '� '•I ^� LOCK BUTTON IN INSET DOOR. I' N0. 16 GALVANIZED PUSHBUTTON CONTROL DEVICE r �, �/^ MESH SHALL PRETIME ALL YELLOW m PERIODS. THE YELLOW PERIOD INSET DOOR SHALL 8E CAPABLE OF A PAINT 1„ 3/g" BRA CABINET SS HOLD DOWN BOLT 4' 0" SETTING OF 1-10 SECONDS. ALUMINUM -� III---��� WITH HEXAGONAL BRASS NUT LOCK I ,- o Of!TgN '. ELECTRICAL BONO. NO.6 AWG �:'•••••••• •9 HANDLE L Q, COPPER OR EQUAL *j•ROBE R. VENTS WITH _4 PULL BOX — CONCRETE 3"�I FILTER ,CONCRETE SIDEWALK OR ASPHALT p W- MINIMUM DIMENSIONS �2W CLEARANCE BE CONDUIT - " E•M FITTINGS AND CABINET SHALL TYPE 1 TYPE 2 TYPE 3 - '�,ONAL t CORRESPOND WITH THE LAYOUT - - CONDUIT BUSHING OF THE BOTTOM OF THE CABINET. - - _ ITVP, I L - 19" L - 25" L 33" T (SEE DETAIL - THIS SHEET) _ - - n O Ill2" BEVEL D 12" D 12" U 12" (TYP. ) I D L = 14" I D I. - 20" D L = 28" STUB CONDUIT 6" TO B" CLASS TIO D W 8" I D W I1" D W = I5" ABOVE BOTTOM OF PULL BOX CONCRETE it " n nrr V C L IS" C L 21" C L 29" v n uii FOUNDATION 23 O n nii WATERTIGHT (MT. . PT, OF C W 9" C W 12" W 16" CONDUIT R PLACE _x n r i u TRANS. SPECS. ) AS REQUIRED 0 GASKET REQUIRED n ni J (,/) - " SCHED. 80 m I- ii n n ii r BETWEEN CONCRETE & �r u1 —/2 BOTTOM OF CABINET. PVC CONDUIT I BARE NO.6 AWG z " "" ANCHOR BOLT 2'-0" r� " 00 60 0 2 J I CONDUIT "C=_ v n n _=_i r�' /y �� ���� ITYP. 1 r DRAIN „ „„ SLOP is i� O 1" CLEAN STONE S[ > w " "" =)III=1111 )III=III III=)III-IIII�III — V v v i� i� II�IIII-III='III=1111- I_ 1=III DRAINAGE NO HIGHER Q LLl II=1111= =1111=1111=)III=1111— — — — " i1 nu )III_ - a ri = THAN 4" INSIDE 66 cc v n v GROUND LINE q" THICK " " BOTTOM OF PULL BOX UJ CONC. PAD - ii 11 n v WHEN i1 iin CONC. PAD 3" MIN. PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT � a- REOUIREO ii ii ii - WHEN REQUIRED " ii X o z CONDUIT 512E & v ii ii ii ii �' LU z O N0. AS RED'D. ���ii iv (TYp 1 �' '�' V ELECTRICAL BOND. N0.6 AWG > Q J m COPPER OR EQUAL � 11 II 11 STUB CONDUIT 6" TO 8' Q J J "- -- „ -_ ,r r) � `----_- c .. -- - ABOVE BOTTOM OF PULL BOX -I- V Q J 12 Q) (n v 2 L z Z O 12 1 — CONCRETE PAD O V - �- ---- ILI FRONT ELEVATION SIDE ELEVATION 23" 00 Oo Q) m dD CONDUIT IN PLACE � � Co AS REQUIRED TYPICAL CABINET DIMENSIONS 14) 5/8" x 8' COPPERWELD GROUND ROD w/ CLAMP 0 WIDTH = 44" 00 (CP KAGY79-5.DGN Dwg.: HEIGHT = SEE DETAIL ABOVE DEPTH = 26" O I" CLEAN STONE Survey By: CBIH DRAINAGE NO HIGHER Design By RRM THAN 4" INSIDE KRH BOTTOM OF PULL BOX Drawn 8y. PULL BOX INSTALLED IN DIRT Checked By: RRM Date: 5/19/00 "AS CONSTRUCTED" REVISIONS: TYPE T"' CONTROLLER CABINET & BASE DETAIL OCTOBER, 2001 1/18/01 AS-BUILT 10/01 NOT TO SCALE TYPE 1, 2 & 3 CONCRETE PULL BOX DETAIL SHEET NO. OF NOT TO SCALE E-6 7 CURB & GUUTER COVER 2" MIN. THICKNESS PgyEMENT W y y Lo SCHEDULE 80 TEE BITUMINOUS PLANT MIX , AND CVPC SAWCUT THROUGH PATCH Q �QQ Ifa\�f/�D I� QN ADAPTER BUSHING 2.25 ksl POLYESTER PAVEMENT TO 1" MIN. EXISTING Q C FLEX LEAD IN HOSE A MAXIMUM DEPTH- PAVEMEN PULL BOX Q O> v Q v C O > C h SAND BACKFILL - 0 N N 0 LOOP DETECTOR Q h a SCHEDULE 80 PLASTIC CONDUIT C O O I CONDUIT FOR I A IN O P T 2 CO DU 0 LEAD z L00 CONDUIT 0 2, CONDUIT FOR 2 OR 3 LEAD INS ad z EXISTING DUCT SEAL BOTH ENDS OF THE CONDUIT BASE COURSE 21/2" CONDUIT FOR 4 LEAD INS i BASE COURSE 0 3/e" I.D. POLYPROPYLENE O v=i CONDUIT OR YI` POLYVINYL— CHLORIDE CHLORIDE CONDUIT z PREFORMED LOOP INSTALLATION IN F' zz EXISTING PAVEMENT TYPICAL LOOP LEAD-IN vu/CURB & GUTTER TO PULL BOX DETAIL Q NOT TO SCALE NOT TO SCALE o C4 0 rn DIMENSION AS SHOWN ON PLANS � COMPACED BACKFILL PLACED IN 6" MINIMUM LIFTS - �LOOP LE COMPACTED TO 95% DENSITY EXISTIN FINISH FLUSH WITH SURROUNDING SURFACES GROUND C NOTES: = = — 'IIII A IIII.•.,.•_ 1. EMBED CONDUIT IN SAND. AFTER THE DETECTOR LOOP IS IN PLACE, BACKFILL PAVEMENT ll THE SLOT WITH SAND TO A DEPTH OF 1" ABOVE THE CONDUIT AND LEAD IN HOSE. RAFFIC2. CHECK RESISTANCE OF THE WIRE LOOP TO GROUND BEFORE AND AFTER THE ' IIII •IIII CONCRETE m LOOP IS SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 100 MEGOHMS MIN. EXCAVATION = 24" RING COVER INDICATES A FAULTY SPLICE OR WIRE INSTALLATION, AND MUST BE CORRECTED. BACKFILL WITH EXCAVA "IIII MATERIAL (COMPACTED) IIII, .•IIII °�N T q 4-TURNS IIII, )',' IIII BASE �:'•••••••'••,9 c 12 AWG WIRE _ _ " ROBE R. + 1 - PREFORMED LOOP DETAIL LOOP DETECTOR M w CONDUIT _ N IUT TO SCALE PULL BOX A► E W SYSTEM DETECTOR LOOP D IL NOT TO SCALE CONDUIT TRENCH DETAIL U) NOT TO SCALE J Q TYPICAL LOOP LEAD-IN WITHOUT CURB & GUTTER TO PULL BOX DETAIL o w TRAFFIC NOT TO SCALE ] 0 -I Cl) SIGN PANEL-\ Y." xY4" ALUM. m CHANNEL Y4" STAINLESS q W Z STEEL BANDING i Q W Ii I' SIGN ATTACHMENT STEEL STAINLESS 4-TURNS li HOLES ® 6" CTRS. STEEL BANDING Y O Z u m Ii SIGN PANEL W c NOTE: USE STRANDED AWG N0. 14 TFFN CONDUCTOR IN a " CONDUIT OR STRANDED Z AWG N0. 12 %HHW CONDUCTOR IN ��" CONDUIT FOR THE DETECTOR LOOP WIRE. __ _ TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE OF THE ROAD AND - '� ~ W z z u CONNECT TO DETECTOR LOOP SHIELDED CABLE WITH A SOLDERED, WATERPROOF i ii u O SPLICE FOR THE LEAD IN RUN TO THE CONTROLLER. SHAFT OR MAST ARM ii Q C�J ��� Iti r iq BAND-IT PRODUCTS OR e Y W PREFORMED LOOP WIRING DETAIL _1 EQUAL /6" HEX HEAD BOLT SHAFT, MAST ARM NOT TO SCALE MINIM � oZS MINIMUM OF 2- _ BRACKETS PER SIGN. Ii F- --� - z CL 0 FIBER WASHER O 0 Ii 0 Yf x�'q" AL IJM. II C FI ANNEL �i J MIN. - NEW PAVEMENT O N BAND-IT PRODUCTS OR ii O `er, Co EQUAL t ♦` 73" AX. SAND BACKFILL BANDIT PRODUCTS OR M� `SIGN PANEL- EQUAL D�.Vg,; KAGY79-6.DGN LOOP CONDUIT J NEW BASE COURSE Ye" XY4" ALUM. NOTES: survey By: C&H CHANNEL 1. SPACING - PLACE 3" FROM END OF SIGN. MAX. SPACING Design By: FIRM BETWEEN SUPPORTS=12". SIDE VIEW FRONT VIEW Drawn By. KRH _ 2. ALL METAL USED IN THE FABRICATION PREFORMED LOOP INSTALLATION IN OF THIS TYPE OF MOUNTING BRACKET SHALL Checked By: RRM BE OF STAINLESS STEEL OR CADMIUM PLATED HI-CARBON STEEL. OR NEW PAVEMENT (� PREVENT UNDUE CORROSION VAND STREAKING.ANIZED STEEL TO Date: 5/19/00 "AS CONSTRUCTED" REVISIONS: NOT TO SCALE 1/IS/01 SECTION VIEW OCTOBER, 2001 AS-BUILT 10/01 TYPICAL SIGN MOUNTING BRACKET - TYPE "C„ TYPICAL SIGN MOUNTING BRACKET - TYPE "D" SHEET NO.. OF NOT TO SCALE NOT 10 SCALE E-7 �