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ILINDEX OF SHEETS Q ti SHEET NO. I TITLE P4" Q E 0 �p SHEET NO. 2 TYPICAL SECTION CiOUNTY OF SAN BERN RDINO SHEET NO. 3- 8 PLAN 8c PROFILES LCA U-) O CD SHEET NO . 9- 13 INTERSECTION DETAILS SHEET NO. 14-15 MISC. DETAILS SHEET NO. 16 SUMMARY SHEET ROAD DEPARTMENT SHEET NO . 17-22 SIGNAL & LIGHTING DETAILS SHEET NO .23-25 APPLICABLE STATE STANDARD PLANS PLANS FOR CONSTRUCTION ON SHEET NO. 1 - 36 CROSS SECTIONS HAVEN AVE , ARROW RTE. TO NINETEENTH ST. CUCAMONGA AREA RD. N0. 405750 AE W. 0. H04420 END PROJECT W STA. 200 + 70.04 Z W a s 19TH STREET <, 3 - r ,t a i 2 i 0� W Q SOUTHERN = PACIFIC > Qa TRANSPORTATION CO. 1 HIGHLAND AVE. BASE LINE w 19TH Q ST. F h W O a PACIFIC / TRANSPORTATION C . Z t W > a BASE = LINE a " -s PROJECT AREA g�JCHURCH ST. Lu CHURCH STREET $> y N a o NO SCALE CUCAMO GA ui a a a FOOTHILL ) BLVD. m_ vi 0 0.5 I U Ir 0�. SCALE IN MILES a ' ARROW O a ROUTE 26TH ST. BLVD.JERSEY HUMBOLDT 'S'. A.T a S. FOOTH I LL ` BOULEVARD 8TH ST. 6TH ST. a: a w w i Z W w = 'a o j Q x = V SAN a ~ ' BERNARDINO AE. ~ ONTARIO ONTARIO MOTOR CITY I SPEEDWAYLIMITS ARROW r ROUTE COUNTY OF SAN BERNAR IN FAI 10 s - — _ APPROVED BY SAN BE RNARINO FREEWAY L-001 COUNTY ENGINEER R. C. E. 8495 A E OD 0 BEGIN PROJECT STATE OF CALIFORNIA ul 01 SASTA. 73 + 00 BUSINESS AND TRANSPORTATION AGENCY I � DEPARTMENT OF PUBLIC WORKS 4\� � DIVISION OF HIGHWAYS AS 8 U I L T --4 0 VICINITY MAP LIMITS OF PROJECT �iM APPROVED BY DIS RICT ER R. C. E. 7369 DATEAc D Length of Project= 2.418 Miles rnSHEET TOTAL NO. SHEETS 1 25 DvqG No. 17) 1 t FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO.HO 4420 ROAD DEPARTMENT HAVEN AVENUE ROAD NO. N NOTEZ: DESIGNED BY DRAWN BY CHECKED BY 405750A E APPROVED. . GE ERAL. NO ES A 0 ED BY 1. MEDIAN LEFT TURN LANES SHALL HAVE �. "/, ARROW RTE. TO NINETEENTH 0.30 TYPE 5 A•C• 4, 0.50' CLA55 2 A,a. -�� FILE NO. s � Z LEGEND: A.G.= ASHPALT CONCRETE SUBMITTED BY c.o.E ST. COUNTY ENGR. - R DS DATE CU C A M ON G A AREA 85 -67 RECOMMENDED/AP ROVED B ' A. B ,AGGREGATE BASE c NTY 73 3, DEMINSIONS ARE 5UBJECT TOL'LRANCES MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE NGINEER DTE SHEET 2 Of 25 SPECIFIED IN THE STANDARD 5PEC)F•ICAT10N5 4, OPEN GRADED A.C. ON HAVEN AVE. SHALL TYPICAL SECTIONSI BE BETWEEN ETWEEN THE FOLLOWING L-1 WT5 STA. 78+5 0 Tn STA 105+34 5TA. IOro+21 TO STA. IG4+00 " STA, 185+00 TO STA, 200 +70,04 _S► A rOG 5EAL COAT SHALL SL APPLIED OVER ALL A.C. AREAS OTHERTtiAN OPEN GRADED A.C.. EXCEPT THAT FOG' SEAL COAT SHALL NOT BE APPL ED + 165+:00. W 1 BETW�.EN -STA, 164 OO STA, G. SHOULDER WIDTHS VARY AT Q 0 Ln Ln LC)00 O i CL 5URVEY t SOUTH BOUND CL IMPROVEMENT (L NORTH BOUND VARIES AV 7-0 55' 31' 4VARIE5 (5EE 5147.5Y- IE MEDIAN GUTTER FOG SEAL COAT , ` - F06 SEAL COAT EE NOTE*t Ef.O4 OPEN GRADED A.C. 5 -- FQGSEAL: T � �0:04'OPEN GRADED A.G• .`-.__ 06 sEAL•caAT / r (SEE NOTE 4) , r r r r / SEE NOT E'�4) r / / 3f - VARIES 8' 4 i2' 12 12 8 45�VARIES 4.54VARIES 5 12 12 8 3 T�AR�ES- y MIN, , o.zo' 0.20' PROFILE GRADE EXIST. A.C.DIKE SLaPE :V/�R"t�5 .�ttATGN ilxlsT G SLOPE VAR1E R - S =�— 0°Yo — :5t-0� � Vq 5 R��S 2 .O - - _ y , A idy 5.090 --•- - S�>'� ' .� •olio - , Z�°n'�VAj�'=.-�- 0.08 - E ls'r. ROADWAY TYPE g A•C. OVERLAY 0.50'CLASS, 2 A.g. 0.30' TYPE I3 A.G. , , 0.0 � t:f(`rYPJ I/z:I O;t FLATTER �4C � NOTE: FOP A.C. TRAN51T10N FROM FE ELEVAT10N WuTm STA. Iro7+50 TO STA, 174+Z6.08 "NORTH BOUNID STA;76G+20,75 TO STA.T?4'�2D' 457A,176+00 TO STA. 1B2+7ro.08 57 A. 106+20. 75 TO STA, 174+50 24' t0� 5.13. STA, 175+50 TO STA, 200+10 SEE SHEET NO. 1-5, STA, 1'75+60 TO STA. 200+10 HAVEN AyENUE . 24'TO N.B. — _ SCALE 1"=4' CO.STD.C.tG. -5.090 s va ��: CO.STD.C46. MASTER PLAN SECT[d�1 �. �... , _ . __ .� . (BYOTHEI2S 11.I FUTURE) -' :'_ . MASTER PLAN SECTION (BY OTHERS IN FUTURQ , �CONST . ' FOG SEA COAT' . VARIES 14'TO 36' VARIES l3' TO ' V9 G 3%z I r STA,73+30 TO 78+�0 "Z�1'�V�•CRtE� _ . :- -v71R1ES- IT6 TO Q 5.5. VAR 1 E5 24'TO(i N.B• -- z��s - - lOr? �Xt:/ SEE SHT.N0.71.3 -2.0%-+ 11' STA. 163+00 TO 175+00 F�ATTE� ---2.09o4VARIES - —P.0X VA OP � 172:1 OK FLATTER 4 a - Gppb e.Ca ., o� 40 • Q �' 0 . Q .°o'OGr: G'.'. - jy2 �' 9. r. A�O :pv;4: n e. :Qd - •�•y-o 0 �-1�� OR _.. 025 TYPE BA.G. 0.20'TYPEaA.C. FLA 0. - O,SO'GLASS 2 A.B. SIE 4'AT DIKE RETURN 4 LCONST', TYPE-B 2 KIQ OTHER INTERSECTING -5-MEEI-5 CURB 4 GUTTER _ 5'ALONG HAVEN AVE. SHALL HAVE A.G. OVERLAAYS , ARROW `ROUTEICbPs5E L._INE EAST MEDIAN "WITH. CURB GUTTER A.C. DIKE GRADING AT DiKE� G RAD I' NG FOR R S LO PLe - 5GALE.' V-4' SGA+_L l"-4' SCALE: I I' SGA L_E: I''=4' STA. 73 t 30 TO S TA. 78 4 SO I� STA. I G 3+OO TO STA. 175+00 5CALQ =4' IMP -4�, 42' . 33" I 5" 4" 24" SURVEYf � EXIST.ROADWAY R=yz;`� F-2-OR VARIABLE 20 Z3 II= Y2 5' IZ' 12' I t ' - 12 Z; MIN. • FOG SEAL COAT 0,04' OPEN • GRADEt� p„G, F06 SEAL COAT FOG SEAL COAT 0.44' OPEN GRADED N.C. TYPE B2 CURE) 4GUTTER OVERLAY VAa.0,13'"0.34' OVERLAVVAR•0. 3ST00.52' - E OVERLAYvA►R•O,O� 'I7S ,28 FRQFIL-E�ls►'6E SGALE: 1„= I. 0.08' •�---- p o/ SLOPE VARIES - :. :_..-. _..' l cJ c3 0 0 .• ro 0 1 �• — S.OQ _ _ — - - - - 7 2. _ _ _ _ _ _ _ _ _ _ _ J� —' - - - - — — - - -- - -- � CJS r O Q o c .D �. b s • �Q.� � �aMIN•—j-+- TYPEEA C OVERLAY- THICKNESS VARIES IZ' 8' 3' 0.50'CLA 2 A.B. YPEg c. i'/R�1 OR FLATTER EXIST. A.C. ABASE EX15T• SLOPE VARIE5 a),(,( ST. 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' , - ! , r � � o 0 �... , , 1 _ � 00 O O Na.. _.....,;.T.:� .�.M_� �__._. . i _�:.�.��_ ___ ..}.�.- :�,�__.� ..w.�...:...�. ��.. �__ 405750AE % � �, N I . . 1 ? :� O O � � I � . ,- � � � � __1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII, . � IO1 It -1 mmmmmmmIMIIIIIIIIIIIIIIIIIIIIIIIII - N � I ,tr r 85 - 67 vNl 1 1rDn 1 : : z �-, :11 . � ; . IO - � - - I \ e �r r-- -Ili .., >4. _ L - ----- - _. - - � 4 a FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT H04420 HAVEN AVENUE ROAD N0. DESIGNED BY DRAWN BY I CHECKED BY APPROVED BY C JM K� I?J4 405750 AE SUBMITTED BY p c.o.E. SST. co NTY ENGR. - ROADS DATE ARROW RTE . TO NINETEENTH ST. FILE NO. C U CAMONGA AREA 85- 67 RECOMMENDED/APPROVED BY MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE C NN G NEER DTE SHEET 9 of 25 3 cr_ I NTERSECTION DETAIL - FEATHER TO MEET EXIST- PVMT. @STA , -1 + 60 0 'RT. AR ROW RTE ,-% ARROW ROUTE TA. -1+39. 14 1,11 wr W I DE N t NC, (3Y GJu uzY FOPMES Q �O� At=TEP J Oct Cote 1 Pl_�TE AS PF_P Rrwqum�.T of S.R.. Cou►_rTY 0 -C-RAFFi C S i c I_t 01i ac I+00u � YJ to DIKE RETURN DATA w WPLACE o.lo' TYPE B SCALE . I = 20 0 CID d = 890 22 ' OG', U AA.C, OVERLAY R = 20. 00 d � .STA -Q+39.14 LACE 0.50'TO S S 2 A.B. T = 19 . 78 ' ISTA- I+39.,4 A S B U Z .25 'TYPE L = 3 1 . 20. 71A1 z 3 ac. DIKE RETURN DATA CORRECTIONS THIS SHE MEET EXIST, CURB t GUTTER v Q d = 900 ,37' 55 STA. -0+49 � w O E.D.R. 36 LT. Cr_ ARROW RTE. X a M T = 20, 2!2 ' STA, -0+40. 62 WO o - L- 3 1 .64 OD -E-D.R. 36'RT. S ARROW RTE. R/W .: Z --CUTt MEET STA. - 0+39. 14 3 6' E X I ST. P\/MT R/W B.D. R. 4 3' LT IMP. - - �` B. D. R.43 ` LT. � IMP, STA. 78+ 84, 88 A. C. -DIKE STA 79+96. 70 -CUTE REMOVE EXIST. A.C. CUT REMOVE EXIST. A.C. cV O -E.T W. -' tV SURVEY &Tt EXIST. ROADWAY N 0010'W (MEAS) �76 �. +77 N 0°10' W PER F.A.S. 12.68(l)) 78 +79 80 +81 g2 N ( SURVEY HAVEN AVE. STA. 79+ 41.37 = E.T.W. 'N SURVEY ARROW RTE. STA. 0 + 00 7s . IMPROVEMENT +77 N 0°l0'W +78 +79 +0 +1 TRAFFIC STRIPE (BY OTHERS 82 TRAFFIC STRIPE ( BY OTHERS) E.T. W. O cV 0- 391 RT. � IMP. STA. 80+55.03 ET.W. --- --- B. D R. 4 3' RT. E IMP. i STA.X79+96.7 O E. P.S H. E.P.S H. 39' RT. c IMPB.C. 54'RT. q IMP. STA. 77+33, 81-1 F.P. S H. 43' RT. I M P A.0 DIKE — DSTA. .80+06. 5 9 _ B.D, R. 43 RT. � I M P. =o.:�0 A,o• _ � EARTH GUTTER F { STA, 77+ 85.85 STA.78+85. 85 36, 36, c �+ fr i ; _ - SLOPE EASEMENT - 100 F.D.R. 36'LT, (i ARROW RTE. R R/ W _�TKE RETURN DATA d 90° 53' 10" co '� ARR01N RTE. + -I- STA O+ 85. 14 STA. 0+85,39 T _E,C. 46' LT '� ARROW RTE. R = 20.00 ' _STA. 0+95. 99 DIKE RETURN DATA -T= 20. 3 1 ' A = 89°06' 50" .-L= 31 . 731 1 R = 20.00 ' 4-6 T = 19 --69 L = 31 : 1 I ' 1E EARTH GUTTER E P. w 36'LT. IF- ARROW RTS VA R. 10' VAR. 461 VAR.TO O I STA. 1 + 85 IDENTICAL POINTS ARROW RTE. to 2+00 0 OD OD 4 "_ "Z i- V I 0 CI (" -E.P.SH. 36' LT � ARROW RTE. 4 STA. 1-#-85 O) O TYPICAL EARTH GUTTER SECTION tea' - 50' ON ARROW ROUTE w I CUF EXIST PVMT. D No SCALE STA. 2+40 O � Fll m 2+00 � __ --- I� .� 3 3 3 2+50 3 cr c + o: a FEATHER TO MEET EXIST PVMT. }-, STA, 2+60 i �-GRADE FE T6 MEET EXIST. AT STA. 3+00 13' I 110 9 4 25 i FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. H04420 ROAD DEPARTMENT HAVEN AVENUE ROAD NO. �{ DESIGNED BY DRAWN BY CHECKED BY APPROVED BY U 14-V. c' i.m. '�I� ARROW RTE.TO NINETEENTH ST. FILE 405750 AE +-I + Ott 'J�-7V E NO. q SUBMITTED BY C.D.E SST. UNTY ENGR. - ROADS DATE 85 - 67 G9. 5123,5 RECOMMENDED/AP OVED BY �3 CUCAMONGA AREA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE JA NGINEER DTE SHEET 10 of 25 70' 30 ' CURB RETURN DATA CURB RETURU DATA INTERSECTION DETAILS MIND A = 88° 56' 30 " A = 90* 57 '50 " R = 20.00 r R = 20-00 ' T = 19 . 63 ' o T - 20 .34 ' '' 1 L TFOOTHILL BLVD. L = 31 . 05 ' M L = 3 1 .75 ' I" = 20' CORRECTIONS THIS ssH�.Er E.D.R. 70'LT, i SUR. FOOTHILL BLVD. 0 E.D.R. 23.5' RT S SUR. FOOTHILL BLVD. BY- 5T-A. Y-S A. - 0 + 58. 3S &) STA. -0+44,74 R W B.D.R. 43'-LT IMP. A2--8 CURa B.D.R. 70'LT. - IMR R STA. 10 5;+ 13.0.5 AS PEP. STAT STA. 106+46.00 - , _ MIT E.P. SH. 43' LT IMP. C UT ItREMOVE EXIST A.C. A. C. DIKE PL'R � EP. SH. STA, 104+01.00 A.C. DIKE---"I N N � SURVEY a EXIST. ROADWAY N 00 10' W MEAS.) 1 5 N NO° 01'22" E (PER FA.S. 1268 (2)) + N d I O' W (PER F.A.S. O) _ + ° 0 4207W SNI E A S.) + - -- -- ----- 10, 106 107 - -- --- 108 --- 109 N - 200 ' � 0 E.T.W. �. SUR. HAVEN AVE. STA. 1106+01.75 = E.T.W.-__ - V' N ( IMPROVEMENT - ----N 0° 10' W ---------------------- SUR. FOOTHILL BLVD. STA. 0+00 _ _--__-_-- --_ 4 PT.- E.R5H. 261j. � IMP. + ------- 6.51 TRAFFIC STRIPE (BY OTHERS) STA. 109+ 3a.o0 TRAFFIC STRIPE (BY OTHERS) 14'1 105 106 OF E.T.W. k In E,TW, TL EARTH MEDIAN GUTTER 1� w ' CUT 4 MEET EXIST. PVMT, N IMPROVEMENT N "QSTA. 104 +02 TO STA. 105+33,75 -�. �� + .+. IF I' \CUT MEET EXIST. PVMT. 107 N 0°04 20 W ti 108 109 IF E W. �? STA. 106+2-0.75 TO STA. 107+22.50 1- T. W. � COT N I B.D.R. 24'RT E IMP. E.P. SH. 20' RT � IMP. - � �7 E.P. SH. STA, 106+40.72 STA. 10(o+ 8 I7 `� E.R SH. Q I E.P.SH. 39' RT �- IMP, ' _ - o PT_ FE 3 I ' RT. I M P. STA. 103+G,3, 69 - I ( _ STA.- 10-7+00 B. D.R. 43' RT. i- IMP A.C.- DIKE I - - -- - - - - - - - - - IF- EARTH GUTTER 25 ' E� EARTH GUTTER 4 PT. 1E 5.4'RT. q 111 P STA. 105+13 . 6<) R�yy STA. 10.4}50 A�C. DIKE 0.�0' A.C, FLARED APRON I R/W 68' 14' P E.D. R. 68' RT. rt SUR FOOTHILL E.D.R. 19' LT � SUR. FOOTHILL BLVD. E.P.SH. 43 RT. �. I M . STA, 104+ 13.69 STA. 0186. 11 -{' I+00 STA. 0+ 90. 02 CURB RETURN DATA CURB *RETURN DATA Q 0. W d = 90°04' 20" A = 90' 01' 32" 00 Q 0.10' TYPE`8 ' A.C. OVERLAY R20.00 R = 20 . 00 - 00 T = 20=03 ' TO, 2-0 .0 1 ' O Q L 3] :441 �. L - 31 .-4 Z' z Q Lf) Lo ='E VAR. A. THICKNESS ON SHOULDER O _` AS DIRECTEI) BY ENGR. N O� STA. O}90.02 TO STA. 2}00 � 2.: � ) I z 70 ' 30' + 2+00 z w EXISTING CURB GUTTER Q F� 1N XISTIN(Z CURB = FtrlW 'E SURVEY HAVEN AVE. STA. 106+01.75= c,►i N i SURVEY FOOTHILL BLVD. STA,0.00 O n -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 1+-00 2+00 3+00 4+00 5+00 6+00 CID V1 SURVEY FOOTHILL BLVD. Ln a �° SCALE . 1"=50' O 0) - �I D R/W - R/W R1 FEATHER A.C. TO MEET PLACE 0.10' TYPE B A.C. FEATHER A.C. TO MEET EXIST. STA. -5480 TO FOOTHILL BLVD. I OVERLAY OVER EXIST. PVMT. EXIST. 57A. 5+80 TO STA. -5+80 TO STA. 5+80 . STA. 6+0 0 . Vwc, No. 110 to ofIsi ra FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT HAVEN AVENUE H04420 DESIGNED BY DRAWN BYCHECKED BY APPROVED BY ROAD NO. SRT �zcLARROW RTE. TO NINETEENTH ST. 405750 AE f-="'?.I' FILE NO. SUBMITTED BY C. ST. UNW ENGR. - ROADS DATE 85 -67 RECOMMENDED/ PROVED BY k (4_Nla A"I117.� C U C A M O N G A AREA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER TE SHEET 12 of 25 INTERSECTION DETAIL W _ R/w 33' 33' R/w BASE LINE Q O � w tc) I IIS � Lo L0 OD jo4 -w L8.5 35 5I L T' + 1 -- — — SCALE : 1"= 20' 0 CORRE,'TIONS THIS SHEETlqr BY % ete'nj W Z J 3 M p'/w R/W o , OD m - - // � PLACE — -EXI5T ------ ACE 7 L.F. DIKE . MORTAR LINED DITCH — _ � � EXIST. MORTAR LINED DITCH — EX 15 T. A-C. DIKE—�__... _.. = '� __ = - _---- _ - - FEATHER TO MEET EXIST. PVMT — EDGE TRAVELED WAYS I. BASE LANE STA. -0+40 EDGE TRAVELED WAY SOUTHBOUND SUR. HAVEN STA. 160+56.84 = N tN.00�04' 20 W. MEAS. N. 00'01' 22"E. ( er F.A.S. 1268 (2) ) BASE LINE STA. 0+00 N OCA 18� 15��E ( MEAS.) EXIST. + + a + + " + HAVEN + AVE. -� 157 158 159 160 161 N.00 12 55 W. (per F.A.S. 1268 (2) ) 162 N 163 � SURVEY EDGE TRAVELED WAY--,. TYPE 82 CURB AGUTTER so' _ EDGE TRAVELED WAY EDGE PAVED SHOULDER 37' LT. tMP. _ 38.5' o' 156' 15' 10' 26' LT. Ili- IMP STA. 156+98.34 -- ------ ------ 2.5'R, + ---------- ----- ----- -------- ------------------ TRAFFIC; STRIPE (8Y OTHERS) STA-1663'-81- - 156 80' 3$.5 ' t 2.5 R l� � PIPE INc.ET A.C.APRON IGE PAVED SHOULDER E:U.FE� PAVED SHOULDER CUT EXIST, PVMT. 26 LT. t IMP. "ti_ N ISG E TRAVELED WAY____0`_b EDGE TRAVELED WAY 5o TYPE B2 CURB GUTTER + NORTHBOUND N Od 04' 20NW + + STA. 159-4-42 16E. TO STA. 161 +7T ® + + N.00O18! + 157 rL IMPROVEMENT 158 159 160 161 162 a 163 24" C.S.P. EDGE TRAVELED WAY EDGE TRAVELED WAY EDGE PAVED 5HOULDER 00 EDGE PAVED SHOULDER IV �2 O R 24.54' RT. I M P. E P S H. 20' RT I M P. i .P SH. 20 RT. t IMR 0 I + STA. 161 78.05 ,.1., F�. EARTH GUTTER A.G Dl KC - ,:. .. _ .. STA. 159 +35.60 2�4.5A' RT I mP. v' 30.82' RT• IMP. i{ 31 ' RT. IMP. fE EARTH GUTTER A.C. AF`RON STA. 159 +88.01 -p . ' STA. 160 + 97.21 STA 1 (o1+ 28.00 R/W 30.82'RT.I.I P ' R/W M P. STA 160+16-47 _ _ ____♦'�-I - - - - LI N�, f 4 A.C..C. 0.20'A. APR N �J�TI-- AS fE 3!' RT i STA. )59 +84.00 2-0.82-'" LT. BASE LINE 20.82'=-RT #_ BASE UNE _ STA. 0+96.37 0 o STAo 0+96.37 � ti 42" x 29" C.S. P.A. m CUT EXIST. PVMT. t BASE LINE C6 STA. I +36.23 14' RT. #_ BASE LINE _ STA. 1 +,36. 2,3 14' LT. BASE LINE 14' 14' STA. 1 +36.23 0 33' 33' FEATHER TO MEET EXIST. PVMT. STA. 1 +55.00 1 01 0) 0 D mR/W RAW Dwry N . 11 o� o Z 5 z 4 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO.H04420 ROAD DEPARTMENT HAVEN AVENUE ROAD NO. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 405750 AE N. v. CJM F-� ARROW RTE. TO NINETEENTH ST. /Q t J�11 FILE NO. SUBMITTED BY C.D. ST. COUNTY ENGR.- ROADS D TE 85 - 67 RECOMMENDED/AP OVED BYACON � f C U C A M ON G A AREA SCALE. I = 2O MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE GINE R DATE SHEET 13 of 25 INTERSECTION DETAIL NINETEENTH STREET AS BUILT Q NO CORRECTIONS THIS SHEET I 0 �. I LO UOQ 0 pp N I ~ W H W Z_ Z FEATHER TO DEET EXIST. cj-� R / W � 19T—" -0+40 � EXiST. RC.B Imo_ ---------------------- ---------- . ......... - I£ EXIST. MORTAR DITCH SURVEY HAVEN AVE. STA. 200 + 27, 97 - EXIST. E.P. SH. � EXIST. A.C, -DIKE —`� NINETEENTH ST. STA. 0+ 00 jl-E.T.W. EXIST. A.C. DIKE PLACE 0.50' CLASS 2-A.B. >i 0.30'TYPE 'B'_A.C. CUT EXIST PVMT. 15' RT E SUR. N ° STA. 198+59, 50 TO STA, 199+38.47 STA. 198+59, O TO STA. 200+10.00 SOUTH BOUND . I s N 12 55 W PER FA.S. 268 +194 +96 N 00 18' 15" E (MEAS.) +197 CUT EXIST, PVMT. 20' RT � SURVEY +198 +199 +200 SURVEY E ,r11V STA. 190+ 19. 50 TO 198 +59.50 N 50' 39. 50' _� � - - - - - - - - E-P. SH. BEGIN MEDIAN A.C. in — FE MEDIAN in — ��s r 0.20' A, C.FE --� I �� -� FE CONST. TYPE B-2 CURB t GUTTER 1;15 45 F _ E.P. I ---_ — SH. E.T.w. 841 ..� END PROJECT tV i 23� + srA. 200 70. 04 k 194 NORTH BOUND 196 197 N 2.75'RAD PT. 29. 10' LT(i IMP. FEATHER TO MEET EXIST, + N 0046'05" E 1 8 199 STA. 19 9+ 8 8, 4 7 200 'P-- PVIUT, IMP. SZA. 200+70.04 IMPROVEMENT �' + O + CUT EXIST. PVMT i IMP.-1 � + E.T W � o., � STA. 200+10 E.P.SH. a0 FE EARTH GEND EARTH GUTT E R 26' RT, t I MP. UTTER — STA. 199+ SO R/W 110' EQ UATION $- IMP. STA. 200+70.04 BACK = $- IMP. STA. 200+70 AHEAD = 55' RT. (i SURVEY STA. 200 +70 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT HAVEN AVENUE H04420 ROAD N0. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 405750 AE H114 c.i•M• �(� ARROW RTE. TO NINETEENTH ST. s-1 i.�3 FILE NO. € EXIST. PARAPET' SUBMITTED BY C. ST. COUNTY ENGR. - ROADS ATE 85- 67 443 RECOMMENDED/APPROVED BY ( CUCAMONGA AREAMARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE CO TY E � INEER OTE SHEET 14 of 25 REMOVE SALVAGE Z�1 ' RAIL POST EXIST, GUARD RAIL EXIST. #9 TOT. 3MISC . DETAILS DRILL ?_ ' DIA. HOLE. PLACE I"x12" DRILL I-'-+" DIA. HOLE. PLACE Y4" x8" H.S. H.S. BOLT TILL WITH EPDXY UORTABOLT 4 FILL WITH EPDXY MORTAR r EX I Sr "'4 BAR @ 12 A S B U I T NOTE: SEE STATE STANDARD o BY_..... •,�t.,r.�..� LCA PLANS Ell-41 FOR ADDITIONAL � NO C RRECTIONS THIS SHEET DE TA I LS. ,wf --- -� ---•- -- --�^-^ O 311 PT f IMP STA. 129+9(0.75 . C.S F? (£ 1242.75 �~ �A,C. APRON�� � ���T ��45,E C•S. p 31'RT it IMP. STA.130+75 311 RT €IMP. STA. 129+94.94 31'RT rt IMP, STA, 130+51.(.0 GUTTER IE 1250.AS 12" CHANWEL FE 1241.75 _ STRAIGHT.HEADWALL PER C.S. P. FE 1245 70 STATE STANDARD PLAN D89--3 0 SECTION A-A I(` METAL RAILING ANCHOR DETAIL SCALE 1" - 101 �'" 311 RT. i IMP STA. 130+75 I O S E C T I O til C- C GUTTER FC. 1250.45 €G FATE • NO SCALE " ' G•pQ VARIES O'TO10' PLACE 3" DIA.WEEP HOLES 6'f. PLACE e ={' 5'_1 1O, I , FIRST HOLE 1'+ FROM AL" EXPANSION 'O. EDGE PAVED SHOULDER JOINT: — — — — — — — — — 31' RT. cIMP. STA 130+51.60 -PROFILE Q,9 C.S. P. FL 1245.7 0 L — NOTE ALL CONC. SLOPE PROTECTION O REGRADE ERODED �>> SHALL BE REINFORCED WITH �J� Q. CHANNEL SLOPES NSTALL 70 L.F. TYPE 11 METAL RAILING �fs,. _ N P '�4 BARS �? 18" BOTH YVAYS, o�'C`�' $�� G� ASA SHOWN QED RECTEDL6Y �Op O� VARIES O'er 105 lO' GRAiEOI DROP INLET _ 4 (TY I.C.F. . SACKED PERVIOUS BACKFILL MATERIAL ` a �' �` + THE ENGINEER EDGE PAVED 54OULDER SEE DETAIL "B' / CLASS A CONCRETE t' SECTION B-Bw I MEDIAN IE I'E 1 MP• S A. 130-) oZ EXIST. WINGWALL ,.; K> Nc" EXPANSION JOINT SLOPE XIST. 18' C.S.P. TO _ C7F EDGE PAVED SHOULDER / SPECIAL GRATE ON ,20' TYPE'B' A.C. - PIPE INLET F PLACE A.C. MEDIAN NoF7TH WALL REIRF CONC. PLAN ``aDEER CREEK CHANNEL APRON AT PIPE INLET SLOPE PROTECTION 5EE -DETAIL THIS S14EEr A. C. MEDIAN_ APRON AT PIPE INLET 31 ' RT. S IMP. STA. 129+96.75 C.S.P. IE 1242.75 NO SCA L E EXIST. TRIPLE 10' x(o' '`Y 31' RT. £ I MP STA. 129+94.94 QP� / BOX CULVERT CHANNEL FE 1241.75 3V RT 1E IMP. STA. 129+90.96 �,�• —.rte-- --w-- - --T- - � —• - — --�- -�-� ter,-_ _• =71 _ APPROXIMATE CHANNEL SLOPE AREA TO BE REGRADED EXIST, EAST PARAPET -----,r-- .r---rr .--- ► fir' �- r- �- �lr-,� 4f 5/4"rRA. BAR 6 SW CTR. THRLC DRILLED HOLES INSTALL '70 L.F. TYPE 116 4" x T's" BAR S O �OJ METAL RAILING USING. NOTE; t�' Q EXIST. RAjL POST ANCHOR � BOLTS. FOR DETA I L5 SEE GRATE`•E -SHALL BE PLACED 50 THAT FLAT BARS PARALLEL gSTATE 57ANDARD PLANS z 1 ` DIREC`TTON OF PRINCIPAL ' �Q. Q B 11-41 OI SURFACE FLOW. PLAN rd SEF GRATE DETAILS THIS SHEET I SCALE I"= 10' \ / 3r NSTALL ; 49 L. F. 1017 TYPE 8 13RIDGE APPROACH GUARD I STD. 36" RISER PER STATE RAIUNCz WITH TYPE 1 FLARE. FOR STANDARD PLANS D75-9 \ / I"HOLE 1N PIPE 4 13AND DETAI-LS SEE STATE STANDARD PLANS t 70 RECEIVE LUG_ 3/4° fi LUG- B11-36 4 BII-37. APPROACH RAIL 4 5 " S1�z" 3 x �%t' x ve'L 4s CURB SHALL NOT BE USED. I INSTALL 4LF. 18"C.S.P. _ PLANla 0 (45- ELBOW) NO SCALE I'!4' -- METAL BAND O i I JOIN WITH COUPLING BAND I�fi Zzll�i" �4" EXIST. 18"C,S.P. 10' LONG —4 D m W l' SECTION D-D DETAIL'B' NO SCALE 1 PIPE INLET STA. 129+4 2. 8 3 DETAILS AT EXISTING R. C. B. - 1�nsT• I� c.s.p--- No SCALE SPECIAL .3L""' FOUND GRATE w No . 110 of 2S v. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT HAVEN AVENUE H04420 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD NO. H 'R.V . J'HT' ��IGARROW RTE.TO NINETEENTH ST. 405750 AE JA-� FILE NO. SUBMITTED BY CQ.ESST. COUNTY ENG`. GADS DATE 85 - 67 RECOMMENDED/APP OVED BY l) l� CU C AM 0 NG A AREA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE C NTY EN (NEER DTE SHEET 15 of 25 MATCH EX IST. D/W WIDTH �+ -- - - MATCH EXIST. D/W WIDTH A V B I L TMISC . DETAILS MEET EXISTING GND• Q + MEET EXIST. GROUND c ,�� CORRECTIONS THIS SHEET z a BY_` A W y � Q ETW cpm / . W s.e. 0z z --- +- •+- W SUR. + + f69 ;69 i 7d I7 i 174 E•7 W —R=3000.00 °D -- - — — — 14. E.P.SH. — K.T•W. -b-- o w 'N N �N B• 68 -- _ 69 170 171 L 173 /1-4 N LO ' Y /�/�� /�� CD O - PLACE PE 5 A.C. u O FDR NSlnOu AFTER A cu - � N W 1 �j, S.B. ROADWAYS m W _ SUR E CONSTRUGrED + N Q E.T,w 5.B. ,ETW. Y-8/ E.TW f�10Tt.._ N > > I 1Z 8 9 S l2 /2 'T'Ppt �A' kQ%, 4 Womv., C1at'�1PLEZ't�� Q o -r-tCN RcNO%Ovfz wN=zw W.3. 0 u I LA N C'S W1hPl.ET Ez A►G S N < :+ i + 3' VARIES (SHOWN ON PLANS) 3' 3' VARIES (SHOWN ON PLANS 3' �. "CFZAC.�•s . ♦ a • ti - + _PLAN PLAN cR ii N aaD W -SECTION A-A h - MEET EXIST EDGE: PAVED EDGE PAVED PLACE. 0•ZS' TYPE*e A-C. ,. SHOULDER �W NO SCALE oc H SHOULDER VARIES -5%, TO- "RND• VARIES -5� d I7-S n . .� VARIES MAX. - +149'e /r; TO -20 0 oc, o c7D o0o av o ap a$p VARIES NAX• +t4-°�. ird s a �" Z 4 VARIES IVOR 12' VARIES MEET u '�' VARIES 11' OR 12' 4� VARIES EXIST. 6RND. _- _ _ _-_ -__ -__-- s.e. 6 T7� --1Ze--— 9 X80 181 2 SUR �SECTfdI� SECTION w E.P. N. �.P.$H, E.T i --- - -- -A . C. DRIVEWAY DETAILS [.EARTH DRIVEWAY DETAILS SCA LE:I = A. "- ~ 1 6 T 178 179 o 181 182 IMP SCAt_E - I - 4 - _ i -- - —- 10 J z W M . N o � TRANS. CURVE DATA YPI CAL �� - �S 1T1 � ETA 1 0 � �I a o ' +) A SCALE7"=50 + A = 4 28 m! -� ( W w� ` F� = 3000 0� I 31` IMP. T = I I . I S �I 7 7n ". L = 4.19' jws�&L. 3a" cs £ 716 z � 2' Q 1 N%o, c NTc-•-� a �j AS PEPC r 4 ' c��.tTZ►.0"R�E2.'''�3� C.�-1ANGC 01ZIL34C�, �I 31 RT.+ 1 M P. STA. 5+60 1�10-T E - E 1353.e9 i -o � . kEAd VJA.1-L IJOT COWSTRUtr= — 1` 0.20' A.C.APRON < CAtiT►-.► S�t�C. Gu-��t�.,, EXIST. OX s o ! - -- -- - - - - -r STALL 30" C.S-P. �..--�• 0� W I r oo QQ� 40 I I RN EXIST. GRATE M N i" c0 I A. 175+20 EV. 1354.92 f '� --� CL-0 EXIST OPENING WITH t O3P P I Ex Isr. FRA E Q I GRATE �8`�X38" I _ _ _ CLAr55 'A" CONCRETE PLUG W4,TOT. 3 TI - - - - - - -- C'w't, '' � 48ARSt1I8"O. .p 9" ' i -9" I i P-8 RT 4t I M P. 4 I CUT# REMO ST. T 1 STA 175+48.20 1 �P p I r i coluc. sr�irl. '' 1 PLACE MOR R COLLAR � I � o I CLEAR OF Pt1�E TO t � 1351.5 0 I � M -- AROUND Jil PE € 1N RECESS W I I / 1 1 ISE INSTA LED s , I I I EXIST. \ 1 1 o O E oil �' _ - INSTALL 30 C.S.P I 30�i G S• I ( 30"C.S.P. D I I I l i� 134s A o fel — !_ ' r' I CONST. L-HEADWALL PER I ELEV I O STATE STANDARD PLA D89-3 M O D I F 1 C AT N5 TO E X 1ST G SCALE : I"=2' ALAN ATC ASI " C H E WALL AT 5TA. 175 +48.20 PLAN , .�—..�---- N / SCALE : t"=2' STA. 175+20 SCALE I"= 2' SCALE : DWG No. 110 2s FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. No. ROAD DEPARTMENT HAVEN AVENUE ROAD N0.H04420 NOTE DESIGNED BY DRAWN BY I CHECKED BYAPPROVED BY 405750AE 1 - PRECISF E DETERMINATION OTHE FOLLOWING ITEMS �'. `� s3�� ARROW RTE. TO NINETEENTH ST. FILE No. WILL 5E MADE IN THE FlItLD BY THE ENGINEER : SKEW, SUBMITTED BY C.D.E. MT. COUNTY ENGT. - ROADS rljE 85 - 67 LENGTH , FLOWLINE , ELrEVAMON , STATION . RECOMMENDED/AP OVED BY CUCAMONGA ARE A 2- (F) THE QUANTITY SHOWN 1N THESE COLUMNS FOR EACH MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE C U TY EN (NEER DTE SHEET 16 of 25 INDIVIDUAL FORTION OF THE WCP-X IS A FINAL PAY OUANT11Y . SUMMARY SHEET AS BUILT CORRECTIONS THIS SH ET . ,yam i DRAINAGE SUMMARY, w EARTHWORK o a = in a N w CULVERT PIPE- LIN.FT STRUCTURE INVERT DATA o Z OCA cn Fz �' 0 v : a a (9 Z U _ cn Ln X r a 5 ir M a W u o Y = = a _ a = a N a INLET OUTLET a W DESCRIPTION STATION X Z Ll7 H w m cn Z aw. p = Z OD (ii a -Uj CD u N vi A W " DISTANCE DISTANCE W = n co co u co u u u _ cn m _ u U STATION LT.orRT.�N6 ELEVATION STATION LT.orRT. �NB ELEVATION w m 0 1 .0 0.6 4 129441 .77 21.50'LT. 1244.9 ) ME T EXI-5711VG 14 INSTALL 18" C.S.P. IAEDAN DRAIN (450 ELBOW) 129 +41 CIA& 4.00' 1 .O('A CONSTRUCT PIPE INLET 129+ 42-83 , 9.87 14 CONSTRUCT REINFORCED CONCRETE SLOPE PROTECTION 1 29+ 94 56.0 29.6 56 130+51.60 31.00FT. 1245.70 129+96.'75 31.0ORT: 1242.15 INSTALL 48" C.S- P SIDE DRAIN 130 + 24 2.75 15' 5.6.7' 14 CON STRUCT STRAI GHT HEADWALL 130+ 51 37.5 28.8 .079 '7 2 155437.00 20. 1 O LT. 1256o. 74 134186.00 30,00f: T: 12 5 6. 38 I N STALL 24" C.S.P. CROSS DRAIN - SKEW 45' R-17- 13 5+ 1 0,1(20 3.50' 1 .0604 14 CONSTRUCT PIPE tNLET 13 5 4-17 46,5 34.0 50 160+81.84 55.00RT 13t 1. 64 1600+31.84 55.00Rr. 1310. 66 IN STALL 42" )< 29" C.S.I? APC H 51 DE DRAIN I GO +- 57 X12.5 34.5 ,O'79 72 163+46.50 20.1OLT. 1319.0(0 162+9550 30.00F7. 1318.603 IN STALL 24" C.S.P. CROSS DRAIN - SKEW 45° RT: I G3 + 21 0.1(0 ro.00' 1 .0604 CONSTRUCT PIPE INLET I G3 +4( r L '✓, f1 i�',. i;.G 1`� a 1 t-`'�� ALL 3©� C. � � � V..1 S� C, �:• ` . I 183.5 127.7 13.10 13.5 3 144 50 TOTALS END FINISH REQUIRED . r A .C. DIKE SUMMARY CL. ' 6' CONC. SUMMARY LOCATION LIN. FT. LOCATION C. Y. ARROW RTE , (NT; 126 BASE LINE MEDIAN C�G 17.01 FOOTHILL BLVD. INT, 151 19TH' S-T. MEDIAN C �G 16. 18 ST&-1060+46 TO I I 1 + 65 LT. 485 Fes:. - ►�; -,a`;� r� BASE LINE 107 TOTAL TOTAL -- +�- T W O V1 � O D m !)WG NO. 1 .I FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. ROAD DEPARTMENT HAVEN AVENUE H04420 DESIGNED BY I DRAWN BY I CHECKED BY APPROVED BY ROAD N0. H ARROW RTE. TO N I N ETE ENTH ST. 405750 AE ,�-3/—�,� FILE NO. SUBMITTED BY C.D.E. SST. COr,NTY ENGR. • ROADS DTE 85-67 RECOMMENDED/AP OVED BY f A�" C U CAM ONGA AREA [MARI REVISIONS I APPR JDATIE ASST. ROAD COMMISSIONER - ENGR. DATE C u N (NEER bATE SHEET 17 of 25 ISI SIGNAL AND LIGHTING DETAILS 3 ,I S g U I L T ARROW ROUTE 11 LOCATI ON A NC CORRECTIONS THIS SHEET GAJ Q 0-471 ti SCALE: I"= 20� Ln CD LC) LO C:> CX) Kp U3 A P O . r R/WR/W POLE# ( INSTALL OA2 CB P.P,5. INSTALL *S Az AAZ R4 POLE+*4 INSTALL RSA2eo8 PP.B. I)JSTALL 3 Y PULLBOX PULLBOX W/EXT. OB Det. INSTALL *E) PULL 60X \N//C-XT. INSTALL 03YZPULLSOX A l�A2 �B ped. �B oclo):dB f t3 0 B N rt- SUR. HAVEN AVE, 5-TA. 79+41.37= zsd N li-- SUR, ARROW RTE, STA. 0+00 - N N �+ - ��De 1) A�t – Rte— 2 Det 7 7 7 8 t7 70' Is AZ Det.(0.011) N X AZ Det, I70' --- ` ` 0 NA, D e:t, _ N A, Det. (Cn i 97 N XA, Det. OA, Det. (Ca 1 I), N = 250' to I a0 B Ped, I NSTALL *1 0 g PM4 g 0Gp-(,) � g JOO I NSTALL TYPE 90 GOWTROLLER PULLBOX IN R CA61NET INSTALL NNW ____.�,�, OA,, 8 t, — PO LE a*3 1 N STA L L. #3% PULLBOX �.. cj OA, B P. P.B. 1NSTALL#5 �A,Ped' INSTALL 46PULLEOX W/EXT, PULLBOX W/EXT. >�A,Ped' <o t�150N POLE APPf?C�XI1r1ATE LOCATION POLE . is SLOPE EASEMENT I N5TALLOA40B P.P.B. R/W 0.20'A. C.APRON i v 4 O m 03 B e GENERAL NOTES: I. ALL -VEHICULAR INDICATtON5 WILL BE Z. ALL LONG LOOPS WILL BE 70'X 6 . 3. ALL jdB3H0IZT LOOPS WILL BE 45tg. W 4. ALL OTHER LOOPS WILL BE Co'xV , 5. INDICATION5 DE516NNTED WITH (1) WILL HAVE OPTICALLY PROGRAMMED HEA05 12' 0 OD0 0 0 aC �I D cr m Q 2 Dwrn No. 110 ri J�s FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. ROAD DEPARTMENT HAVEN AVENUE H04420 ROAD N0. DESIGNED BY I DRAWN BY I CHECKED BY APPROVED BY c M 405750 AE ARROW RTE. TO NINETEENTH ST- FILE No SUBMITTED BY C.D.E SST. COUNTY ENGR. - ROADS TE 85 - 67 RECOMMENDED/A ROVED BY � C U C AM ON G A AREA t � MARKI REVISIONS APPR DATE is ASST. ROAD COMMISSIONER - ENGR. DATE c UNTY E GINEER I 6ATE 0 SHEET 2 4 of 25 APPLICABLE STATE STANDARDS A "I"S P) U I L T Nn r,0�RF(- nNS THIS SHEET 00 - - - ^ Sre roar p. s1✓eros:/w .2mn _.r_. -_ _. Fc. 6r•r rA - - TS , 5 --1t --EC _ 9 m Warn o C Fro,/;^o .yak 8 Pry/,mn yF, 0 �` -__ -____-. e , y�_ _ �_. ,:4� , c.'Forhry` slevclvro�MYs -_r•'1 ruesi•y nokt,, � �_-- C � 'S1J•,s•4 ,� o-r Ab'So iee,kmd �. 1 / --1 Roi/par' ,rte•oil d 4 • �� rAf%da"be*m/3 mre) I :,re ,d NS TYPE/FLARE �TncnrranoNu -aF��'^^'%r�'�_--- EdA,ch.opr B_' :_E.. Bim, ; e', s.a, j a' ,�A� skvinv� ' T-T _ P' eLrl�;f� - G - - - rw. ..,. x'ry r - - - --- - --- -- ---- -- { •3' [. •'eVt r.r AwE 1,151: _-- Cr'erh'_- �.T_. .I ,� I a,.:i' -�..r:-f I O• IIS _---1- _--L- L 'r W •R -�46r6., �fravr herdbeOpe - r•Osnrr/rypI- yrNE 1 Irl_.- 1-•_ �' 'I r -. a f- s , .. _ �` /r•erw.h ngAr/-Crcuior I _�rL•1 'c I h 1 I "' I ' '1'-"rte �o y I �; ________. _�. F dr1 torr n• '-�-- sal line /jJJ��/ ---3r 6•y 1 1 A i' ? i , `• I i x /•7{/� act roi//me IB'6` IB.J% .Y 126' >�-- ------------- ---�- - ire r-.�LG,. ':.l i•ro•.m, ..--_t-1 , C5.2f?•6T r It3tL I?'.2'r6• /,/y,��/G�Gf] - -- ,�-- - I ---)- - -I :�^'--Ll--+=•-�� .:'..1'/ -� CI rb'pOk Nlsef,wA1rr mos - ` _ ji fLEVAT/ON AIVr 'e W B Doom rail 7-� ;te a.r.. I I ; i i, I I j I I f: . / '7 r fenpe awry/kre 586' 38.26 3' /,to P,,. R� O' i. ✓ I AlRvrreeW Demur, I I /70' Fav ONumsor Gesra Pon. Y s'a it 6•23r:YJ' ^o'/. ^' r--� �I -1 I 1 i L I � BriRir trot►�end or' Po+e•nenf tail )VIS' 78.16 Y 170' / £L C. End or ew,geor/arm.Sebe,or GO'NoW Plbrr Atfrn I-: ^-��--1 ,tJ�-_ ' 1-L-Li I I _�__-!- 1-: 1,�t1_I_ -�-_111_-- --1- URI rrrrp!ra//or as sno..-n TYPE / FLARE BB=6" BB.// B' 170 fianr rocs d b.e ,,r,rre i ' Ire•`_ ' T T d b c� / pOCr cam'• 1 'S�• f/B- --- - 'a mar r t elrcnur-y__j o'm,n ._ ^ -Pu//Dar type 1/ m 6o,era/Plan .' r -Rovenreor!alae I - , Fu/1 sticuaer wrd.'n on brogt •sd/usI yyeplt�;,,I \Beau"ran ar a+Nr Vl Sr.Dolor/X - / r,dis$fab"/algid o/ams f L N We Fie conterfron ro [ m Ior !o/nRrb/ra� approern rod,ser y roil n lotrrcORy 8 olrpeNrd ` MO ^ 1r-"�».. See'R4nrr Nbh/my Liya'K Tysrs 9 d I/O B- 4 tsar"GewC lgyn T 8. LVrecftur a rro/lit 6-r _s_� . E lens!rah/•!'i/hNr a/rho/x• �9r !O M Nr Ser road Na':r/a frarseprr rnpw]/i a of Brown ' _ �-r- 3"O' O'mn-/OO mor. BACs/a tux sd:ce dHo,ls i s rp;,..ro BC aR �TIOV/dr N 1 rrmw. an Grwro/Pion PLAN -- __-- _-_----_^� - ------ - --- !\ _ SO'nen- A?'O'm u-___._-"5_-�0'r•--I�7_.•. ---.- --- 3"O'mn-p-0'mot /L6' ---- 1 -- TYPE 4 FLARE Apr Cell ear/rorenreL•tirN .c. r-_.__ 'r-� ,.,. .. 1 '��---Ekro-a'ir arc:weaNr r rc -J�I ` (LtBVN£CT 70 BARB/£R RA/L/NC TYPE 9 J Q ern a-egr.c,/.rq Typrr n a l2, sl,�Th _ BC.'` p',r• �1�:5: '3 r'• Pati rot 3 Arte' 1 Agarooch ry/rn n,,�dn rY lAr TOP•wcn roodwvy Aar ne I. •• "`�1 8 Ar R_6.O �- ol,c:M i 5-�R]' `moi --�!,,cnamle,or Necrro;im- 5 j R-6'C' _ PFn'. - ^Y_rP_E E.: cvrD n s'drro/k.-------� � I _ �� ; Amb Br' A -iT Glrtrd R/ 7 r r i ' k�� .-y 'r e'ocn tn,e --- r •n ya P p=0•mo,_p s spar B=6'mcx_� I!-6 irre ale ra •'I $' - .9).air r ..r-ed.[ 9_ -�_- }.r te . /per/Aoki_I�'', ({ i Ar'Nd A4Rfb d I R•30' '•a,ser sin 'S P9- 7 'SIP9 'a m/IP ail-1- 'S1P9 ` ACT'Pbr AspveecA LdT-- _ e /7=d even rod. �= �J Pea ih Res Ms- 2w 9 s Yi[nvrne s SECTION A-A R+.viy•ars nm.:A+ i. _- - - r- ) -- .len rn ora Front Fas old_ - 1 one mtsnen. _ .esrrr.fon h l ------ ---- --I. - 9 r. �n " t S J r Rarinp Cervilt rro Blown Y rte, x.noes aM -\-' i� y *'-"f Z L Dirocfrorr or rrofific I W b�.-_ '- ---------- - _ _ �L`-{ 0 L�.. '( ---1 I L-- ~ i �- !. '-i- �- •Taro" rr m � I �� 7 - '--- _� ---- xr Conneclmn to Bonier ��6 � ._ � _.If` �I�/ � II I �� 1 II +l_' J--�� �.II~ ��' .I c'_-�-I E: � r � I � �,r � 2e^ r I R -_-� �/ I �� •� Ro+hrp type//or r2. ` I. i"II•�. � q I _ Sx J1 M'L rests• j /I t '-Y--r -Y �!, •• ,. i I �1� I M 9 GT r' "-'SGS 'r ' at /AOM•ioroe/K•rot rroW,e! l , 71 } Y Top o/d.rk 1 y�I I �j � !� !' I• II. r -ik} � 1;T1 '1 r -�1 I /moo+/red/ � Borsaro More T S 6.r 2r 73 PLAN 7- a'� E•4d I rn rn.rcerd and 1 �I.._ '.. it I �� � I I ;I _ I '' I ( •I TYPE / FLARE l k/qh;film 2-��{cr p.le'e11'S'Do1,Y for a ELEVATION (• "'l+- DETAIL E _� r I F Stub a Mreocrd rods rim (CAVN£CT TO BARR/£R RAIL/NG TYPE P6l 5 m" 3 went/ r •rr,r PA lisralrcM snooker r:d1n on a'd;,w frpht or Arrr/ __` FRM rllcb a �-{- /k,nurs ore resherr. r? AOA s •'4S1 P ASmor•✓ tr. .\. n F+^'b �r - _ K. _.�p, 1 .••' �M, bicye Curl lne. O I A[tern"-slim/_. LN_JX'r p: Crrs'/ioT a/Tie/!K may, y .arirpesN arm r/rO.rr S£C7/ON S•S . - - .__ 7uDr �.;, b[t a ! �' '`1 S)LOIS ' S`- lar 9, b 9P4+?!cf J "4 �A?.., T A I 5T P'Brno• no"Deaf r 4•f•.� /B% 4 '(^' a M •T� 7(modiNe>/__- _ o. I ,�2_a►6r2=1r /'s 3Pt' n w o.--- /'I Aabf I�. JI • E,✓arerron n!er N rvr r, sc- • Warn • � ♦ . '1 _ I TUBE-WELDED PL/C£ r"•-•1-_.. .��I Sbne>ncks ^' ti i-_� T«i !ne~i',r s.rrn,,r,,.rrm.,ar 7��N S.SdP 9(By &-Cff CR WALL ✓O1NT 1 ELECTRO R wxn ser dAw/i Dar -�•! -4 Dereclron W ro/Re S 2•i4'/stu+s-errs,"ro r 1 a 7y6' - - _ 4 Dwt Ts ro� ..ria o�row _ Tn Abe,C s Ser Narr L 4 O - _ J- �i Cra,oerren ererrer t�sw.erdrwee �� yNyB£ --� Aorf rrrals tress EL_V.JT/ON h� TYPE /O•• TYPE 2 FLARE LAYOUT 7'`l'O" Rrbe R•n fv/r xne,,onon IYt '3' l r - � car tom Lr•4.ry I P/•rro'Ns batt ""�O 38.6•�P'to/� ��of1• Fant lace Of am re/d. I �� I - �{ - or MreaN,d rads sono - T-1 � 9' -T/'-rY' rr were/aro.•strove fes-[,r r �a✓p br.vir M/1rM �Parorr.ww w.lw -p--I r/r• Ae nut Fr rV nr \• °4(1 br 3 4p rot 3 "1:. -=>' w.,taro+rw.A. r,s su,,;ser OI/ G2 RVED ROAGIY4Y 0 Lr ^ars v �s S.xo' ~/ j j R•,r ca n,tion rrra•:, __•186 r- --1____- } I - (Aecna para Qporopr• •R•l26= 1 Ali* W a roan,/a rront/ore a ad roil rare �� ETA/L B _ ( _ are 'obs----- h'OTf EL£VAT/ON CONNE.','710N BPACKET DE'TA/LS ''--'_ u _ T _ "j j _ _..+role••mea �I 1 T_3--_� „or sne.n,ler s1--ifs � :; qr J r/o•us o Ae•sr cos •r / -T �..� f elecerohr B Notes, F I -9C SEL'TlOIJ N-N �--' _L AIN!' Rr Re :o•ttmrnl slot•" _.Y I �•-'-- T -2'�-i •r pnr or no F,nnra+vn!wv Pfi i -rq,'•8'NS Durr 1wrA "P'ar'rs-.` A. TuDrq snot/be sAeD beM ar bDni+era'1 to lir Aximrb/euro►r/kn rafus 4 Am Nes StRp' I• if oCd:'tor/0 T TON ctrl'wi/' „+J-'O' anom u r e. o Vr mmr 1 yr nJ.pJan rOSAM 7/ •v. rad B!nck ap 7 /'•r 3W MS Mrs eMlt �-�- �' AN •tars •two A.r•y".durst err + B. Posts she//x norma,m rorhnp. TYPf 2 FLAK y7 Rep B!Irr/r Rbilrn+Tj;,r//any Eros rr ew r 4/ brw'nm r r�',; I and lock wosners l0//96*1 1 C. rax splice lino//x/umre.n/uDts rpannrr dreA bons.h:rrose L •T rY EC '� 1--�L A sour! terry Tve//a9 rornbMl �L_ � pian„ar q L t int. limit -s!W'ed M Mr I rotas"fr/ M/I /a_/+1/ r 1J Ser Nok C 9 / 1drM w+dlR p nplth 'br0. YI Noir: _A4 _B''^s4'''�D�aT'R - 1 - _.n;) I rr.n_.n - ���� !.5'.0,49's.errs tri}, oerh oP.-V on!"Wena tier r/erglh corrrspcnd�n9,y. •18-6' 1741 B=AD' p O �O'mm e+,CponN / Guard Ro,/irp Typr B/lyp/ Me'o/.'7by�•p pwe rwoRa►r r►e'ewe+ er°e' rra+ea m.w / r _ I A. Tidnp sAe//De rhffa Derry a/aft!c y ro le twiraara/Curvet d,►sf mon 930'ralt.a. A7'dmel I / F6• 'Proea torr tyeM r„„e,r„ rot Aur Ar FTI ( •d*Z P,s,rot S it/O"�batt e:rra D. Pmens,on w,D ear,rem cross s;Aar ora wren crre"mrcr+rrres a s:rfa•«r9. SB'6' 5638' I.Y d s 4:7' -�0^-~- See Pnn'• s r Et EVArrCXV w.sn.Drd rron••�,/ s e5.vd so,r:a.nrr., awe rr.l ,s,,,,,, ,er rets B-eNv Sae valvae Pions g B. Posts snot/De norma ro pode over spaced a A70'et mor I•--- I"----- �1 .t'ae r rd'1;'" �1"'� 6816' 65.85' /6=9' I -"� BC r5P'Kr Qafarl R`6 __ t.toner. �✓A'/ L' + ♦ t •-!1 r,� o.'Ir roe's ars,laeN - Stir ser _ carr 1 "J (,s a !.See Nae C. C. Top al rod elera'ans ro x drermrned of Ile Eegrrrer unless Bros"on NrrplOnr.� I R•6' I /\ �1 "1 a' Stir rem A's�c i M^' 1 T p r' E. sYo//s s-e/o be Docrli/led oNorr rwhnp is prund. 786' 73/1''1[9.6' t t q', .dyp A?'6' 84.J8' P!-.r I O. Torous rot/ro rws.'noes a/75 n/Ds 'Enc Arrtnc.�pr I _ '�yB� B _ -\ �,-� S t 'rs--•-j ; s•J ' - -� mini.:n✓s'0rei r�•E!C PIOST ANNN�Y'OR BOLT(IFTA/C - -=" r;� F. Creorer+te ro reinlrcfap sky:n e'.-e any ror;inp to O►!'.Lorp'itnlfx/rwnRarormenr AF6' 93.65' 10:0' al E. Ab erose than one[tared Nrrs Aa:.ro pa'pauya prmiNM. cart's V. '1' 'r'(4= - _ C`., Q _r S' a f ^h:�- - I- _- Dna vesn,.a - b slop of ol!/Orn/s Porerewr.r,etyt �� _P•3' - -- TI 1.� !v,'oir B 4. /yy e_-- •� -�, 1 _ i�tn,renr's/A4re E.fvAT1QN �---- - r i./ -�� \ i F Ga/.once roi/ossein ly alter focNrolrpn t't�" _- icy"-J AT PLAN'VIEW rT-L E[FVAT/ON r° V`cr� `. -T,r ,r ;f 6. Nipr.snrnrn rods lrreoah!Darn h on with o Aer Wer ad rroAert/o!!port! --a ere' 301 �• €- '{ r 4 (.i''B- :oqe ofdrA Orem:pion el nalln S. for dr,ai/t/el slur»sae BOr/ir Rolling and Rselo/Rai/irp Derck sh!'!It •i L 1) I 1 -- T '-�-� ";_ GOWh'SIF,:rfA AM7/ORAGF VPSrRf6M AW MORACf J v r a u• mor x suesr,r rhe/a'fin s,vengfn axAor Acat. FLARE' w ----. fNr•rut m i R<!L SPL rE A`.AlL Q P a l t r 4 rr. .s s .,w r _ 1 R SECTION A-A N ro. TYPE 2 FLAR_ N. Front lace of brd9r roil into a parone/a Mncmlrit la porcmenr caps. RNn n r«ee - 1� .s• MET L BEAM GUARD RAIL ANCHORAGE r qx ra/to parr cies to!751./Ds.Eaepfion P•P suer!s.nncn tall. rS G,1,.15 arrvt,urol Nx �AbrrA r/r!vlira PAN (First poo 6,2 1- 1• L.J I. .'Ymenr.'ms mo•ked a ore solid kr/onpenl raod•.oy o/ipnmmi any.Abdilj �AJ --�--- L O SfCTiON-B-B -L /r' -. '' 1•rfi 1. Ti4-9 snail be con,inrors Vier not less than rro porn except a star lr:pfr•a W 6.75 '4 a� pe? 'y_-_ Q' PAtcb Cac'rwRr 2-o'«Nn Rr a✓r.ed rwdray. � £L£NATION \ pin-mnled new dere lanes,a/eNro/kers a-other ror,Vnp osconnnv'!irs. /awe_d,,LV mors zl J. R lar Type 3 8 I Flare mW Ar co1cu/olyd for qch of/set. pr•':"s• •,'S 1'7•Ci875 s.ruc__ -Nbe r---- L, /AI!' �- __� � - ------- ----- •�8.;n �'� .. - J. lip:ran,ri rat ossemt•/y offer labnrohan Y 6' wife,sou n Rn honed r r-4.-�L I �.r tp'rrpEf Blas _ ecp/os nary/_- , �T I row ne" a K. Lxare Arlt Dox near-d-pewit deuce 14[k+rAor or/roNit Po.'errle•r --/0,. - I I Rp of roi/ ' II / pen•rrann M/reM /'Obnfn\• -t5 6 7 O25 Lrurwrra ltd O Yoe / '^D ijpe I/ercrpr os mAd b 7-YF �1�v aces posts,Cul nal in mmr sa^e/as dteti --MM --- r9o+rf rhC'e drbtOltw Ieli/Are 6' 4 Rom/If _ y r 1 (?-.a I ro��� °nAe ry 1 IAMa Rb•' �� •S pan a Net/rohrs. Arran a Mr fie PCA" --- • ro sror•�ot•smoefA roar prolk. !Jy' ark I T(,I •` t. Ser Prate:l Pons for NecnoDer /oration. ---- ---�' 1p"r R9Y•'4.Chip ta'ner C T ) 3 s0 � a err ,rind for droralre. Yr -�-� n t.DIRE Ir sol_ c s r ra x t2 r IFI END ANCHORAGE DETA/LS a r 1'B. 4 rm ra s AF. Fw a,o k not shown,ser 'RFNol Rule Deravf hill 9 B fl-show 1 I a va a•rnrtrodW O War pose Boa, f r- �~ TS 6.1a 25 } • . nm 2Mrleen 8%ars/a//9o,nl 6' TS 6, ?5 j ���_ r� I --'St' - bnC -s-err-�rpoynw•rr iN yPe i •f 1 SYrvtRrro/lube 3=0" �----- 1 319 �•.: Y. ! Ras snaur 3•SO'P9 -__ .__I See Dual/X--- '.Q T- ^7/l'V/. B'-6".nn./rynl_.I -*s .`•-'- -_� vi, :I CantrNe, `-n B'mrr. acs abwn aevid M•r e ,. 7S 6.2• t3 a Val ehrorron/o hY roi/inp. 3C'/e•aror oz r•tRd/ -_.. r4 •TL ivfi ; srruvuro/rux C ,I r--- 1 wwrpa/ fG' � O �_ ro+•t 1'21 r_� I-.-.- b rr reit '51"'047 -.5rf.PA- I 9 I j7P 9 i, Genrol Pion, !rs•�}• re 1 S/rorna,a/nrM. ) fed o!wr /!dot 1 !' 'II{� Ile'x2's!nnM %P - / - � f_al ee� rr _ 41'0•s/B QI 0.0 �. _ _ _ _x nc�.n o,General Moe, I 1 `___ __,L� holes m rept. Y�---- � r # -•-j . Y1.1 H +�� YlT/ --- - - _+•�. ['SM./ J r3 x44 ..c. x5-9-n) Aponverb rd'T cut ro be used '_•Y?� 6/72 xs s-e) -1--' 1 4f i •. a e_ 1 r. t ' --_------ I a h 6/722 n2 l Jr. m. Zr /R ee u$o'n eft snaww .�.}` _ 4 t"a's rr(rya/ ... r•Rrr.rnr.e a ro aovroocn --_----__ l _ I ! I CaN ee:k I ' I. � � n eeVrnrrd ren rA•eaARl.x# ppraorN rurD. --~ I- 1 \ If �_. r J! i /f}'r hoha 1.� _._ D• rlad'tw t ger rad stl0wc/k cr o - Front rocs of Braes,/k aro -'---- - --- �, e; / P 18! J-�r I Fwr>n 9,trAr oche,-Ae c,loins I _- 6/72 Arrrnrrrw r i Fahr tae orM -� rn. uproar"cw0. -'L 1-- ` .�, 3�- ' ~�.'-..^•.r•� - 1!/•/B �" _�3mn -'4�rr:o-4I 6• p'r/ �,4q 6,'f2 eye rel!ne �L • 20 nnns,rcv!a rarer srPr!.o/k. PLAN �lpnnrss.'ok sols,pnr �Se!e C-6 Drla/ 'T CUR!7 )ETA/ y +---- Dwecncn ao-O/IT� PLAN SECTION 7•T r SLIrM0rY B-B(B011erl Tube Spl/cf) tcli�� _-> -- c Ayr BRIDGE APPROACH GUARD RAILING TYNE 3 (GtYlNECT Ib BARR_iER RA;L/NG TYPE//a t^� BRIDGE APPROACH GUARD ROILING TYPE 8 TYPE 1/ TYPE //Q DETA/L X AYOUi' (DETAI'S Conor, 54/ •rap Caxrrle Slyvn /meNba LING TYPE II _ b c, rlinee/bar 1 Fo•-5'O'rdRsand BARRIER RAILING Nastole Apprr.:n r]:/:n rxdo - •a - Re,nAvc.m, i96 IDs per/mea,"Vol /srK otos crass slaps- �,n/yran;-JG4 /Ds Orr tensa/heI - BII - 36 BII - 37 B 11 41 y Sia znnd,bror/pr post 6' I •• :_ � GIs� E� sac ors _ r^ -^ F-�t Anocnrrrn lull Ater Wotan c ,.. errGENERAL INSTALLATION NOTES-ALL CABINET$ -- `-i ...,-- Sectionii dJSee Har A B yQe taker rattier Post L-�- 67•t-- .� � - d l a • < r e a -rte.fr•.•wr Nye ,} ,rFi"mtn wfB•1'i NT A t"� alp R. 0:,, `>r, _`b (� ( 2 Fo Coll- ell bel are nor incl '1TF-•/ 01• ;1 �{J'P 2Foundorwns sho'I be locorsa ro p,w,dt 2'-0"nur�rram cNaroote MIreH1 t3: ➢stt I...�B` I s•....r. A c•of bolonJCock of ondedr< op..ea� ,rfn,cAec+cf,t f Nrcxrwas !J 1 D ITe•.rr,,.•.,,e„ArroRt~ .2`i S- Anchr. Dolls Mcil w Dondsd to caWuir or a arounainp«ire Aurw 907 g st!•,r...r w.r ass },i/l}tRart wrm lin/penerror- b TjQ,[t',�;:\-,r,,, 5••a•"^' 4. ttltph-int.-roct is specified o m•.nimum of Su ch.t Blow A rE� L-3ar.tsT LnthrrW RAr iSkwr __/ - ' no,•1z Arra.w Dr,i 20.1972 i t.s•rr+....cur .m-.a w.. V 0m. m Dun eek/ R41LI Sl'/M DETAIL wruml I,lino"b. felt D.n olh oil other equipment mad. cabinet. j' 1 I, L o c 16Yr ribari^vY -tFRONT S:JE e'...e••rr•. 1-- r iroa e� w•er'r ar"' ® CU Sen;!.e4f Type/;orvy. arra • t (<,a�„ w~tt�-w� path-button cvcu'1 L1' sr..cv\ S. Not mw. Aon Iso cond�cton from o drtenOr aTS 64•.2J TYPE G ASINET enol!be conn.,led to c rermirol on she hne:noi board n the controMr • ' ^•era a;wan "n r w,fttr��1,.���ry. cc J1y�201 • 4.0 boltB beer raNM __ _ _____' e v� S 'rz-••,r¢x• .') gN•2r{yj rrratrurof Nx rL Sw C-1 merell eah.mit .•.sea.L.ntrn t•I Cee..e••c!"ae L•a4 Byer-... I -s t,tn.:r,.[•.:•.(tr.o1'L3/� r � Fr•N ef C•bwr I aw„. m.. A 6 n aN rove `y ea)eM Iro O s•_ � G Fo• Telt one into c-ect a J,/4'aand,«t snot be insroued mouse W�••.. .r^a«+a MI. `-_-1 -L �', ''� LW SECT/0N J•✓ '-= t N ic' e'rrrwn,rrw '0 Nur.T N r ?'.+•�n+,•c';ser 4t / 1r-''I• v! Ctrs R+r e.r.Nie 4 wNNN NII N,. tlt01 OI PC t It sT01 , l point 1 NCD t a the cozm.131. w ,�_ 1:~-. / •i-cw rr' I' Tout lathe 3b'Cee"other a fMre Ni - ��' w wra.nepv,e !"1 �t.rrr wrN Airy. fi.l tar fOtt of Its PCC.pede01oi. Conduit Mull Nrmin]l. m TrPE hA 5'a5"„R j� T'r►E I-8 STAy:DAr TYOE 1-C STAMI rva•..•r..•w. "'�-. Air is'/r,boa mfh bck raa!mr S7'✓O BOLT DETr.'/LS -1 ae.r.sr•' «woN•r ever," - ,,.!.., A- •r«.r.-..... A_y SECT/C.N K-K !lab//,See Rbk B.- -__. - ' - cr.•a,,:..s A•,cn..eve•r S., b a No.3 4z pull Doo odMe.nt w line IaNachon - •s1:, Y a / Lt NN Il ., »i T M unp0wd snot,o mn.d PCC pod of 3'-J'a3'-C10'-4'for steal n p.e!.,r.!<.•e,no.•re.,led e, !ens. � 4 �` $ ( O NC•ES.. Sb+coir.v!w A•a••t•ra•war.b•sy+w•ant rc0•S L' ... �•t \` L►Arr ..� -r-'� - - surra fetrM n1.•!NnM rr the- r�oe+f".a • r 'y �(•1, p Skere torment Sliding 2, , •�/'O� _.� ,,}I�-�•�) YI. - - I ewe T,ct,rr -Burl. tows.wwN•w. s••a•"`r Pedestal con iii snail l be end of nt of eoch co i,otler aouneot,on for Tape 2 e' ••-r,•.sn,1•w•u2':e y �, J �� M/iN••Nr•�• ©1/,Yrrr._ .!�P4j DMl trot G.' �Lv s/idinp� I --��7CM,Ma's !rsN Sre<Ye _Ser Gr„w, • I.-a� Te.ru M M.P,R&.5 eoDmets lin all oe plocea in 1•,nr of.ocn conic oiler:obi net S[r•e,�n•r•n ,•.uric 2'Z. new N 7•: r„ree<N re.MeN.a raF M /� �•r�}��� /� �'� Ati;'Woofley hobs 4b betepbrr til elpoe of roll fano. SL EE€ y`r I ... TIED •'ye = l N•N 7 14- l Mall un,,.td areas,top of IWndahon N•TYD.s G R OS and is-tin.d contrwis, •r>er��k ane r-. S+enee.rr.n,�e.•Isara ire M-a.Nr. U /•t�� � 'rr,t y.. Vr ' oI • STEEL PEDESTAL • ao 0<•ern.,nal er eene.a roreenavn U P•4•.••ror i; Li L-J K 1 /le wSiness anuli df 6'oDow rrnc unGnp arca.. In p0.sd oras,top o1 � A".A: RAIL CAP M • . a c ",•er.nn uaneo.e sna eeleerrT ern e«anaTm L'sin wrh aur. uonrN �__ __ _�'____ 4a yt• r 'r •a CONTROLLER CABINETS ta:nd�an Iw sled alae Uul control)«cabtnots v,o,•ca level ri}n " •Ifs"r anet mey'er uAM .yrc• �-�_r 3',r:r' `-- `r--!V-Slt�. 4 ,�1-=ir-. IL'--V.1 svrray.a na 4raa. !3 f1 ibt m !2 !3 !J' Mr�...w rr rr�•,.cr CI !n 1.1 rax M heu d Skew 4 k-_ .; - PGG PEDESTAL FOUNDATION 9. Lowhons shorn fcr• � •"• R.4ill, ,,.6,- •. RCA era•Is'r,e:nsiwa �'�'=r'ryrome!L»as+rR Rbr'CaTna in mpf•rdmrr aArnsA. �Sj► SECT(0!✓9S Ne•Dm.nt ore lypi;al oMy.. O Gi O m m •Ir sem Li['erose poll - ,C , TYPE M CAEINET DSIGNAL }u•.e"'r' rAIrJled hole ver ro ts'• •"r fa Ys'ner Durr wan Also dNoir/a'pppae/.Typica for T 10. Connult•rt Dna reror.moll e.towe•a ro prm,r.e.r one wfo remev01 from TY. E I STANDARDS rosnr(rrrU'!/.Syr nnA B. F ` -% �r rl P1up-,n mo✓,rNp - POST IrOVErTtNG_ MAClC!T MOL•RTTR3 +•,.s r �- 1%1'mxorso. TUBE-WELDED SPL/C_ I Y f ,I '• ' s�ru•..rw '� a4 MAST ARM MCN/el t-. ••t'_t 1 A old use 38'i✓Type --� +- I { I �n'ne�R-9 I I. Pedestal,bas.Dna foundation Desch similar to Typo I ssandord Nation L a 1•,--J+''' A Man tvsArs. �.__�'-•-..- I / .-�;-SArwY �« .n YN r-so• y .•.raw•ww.•..!w'.rw.•..r T-- is: - z _ SYMDOI$ PoR fOViPMfRT fl�fASINETS - Os+'•'•-•••••-ra rv...•a.....e.rrrNe-.r IfLR[. Ride B: _ II �" t D' .X� brvc I.A•to}. I SIoM ewdetl Om.r rats tD.ci}i.d) pIDTE: •.. e"'•••'w Arw,•ITN on s.w rte tel,,eve wcrM,' .••4'Mt fLfVAT10N SECT/ON L L ° �- - '-�'A-^�"-Road kerorAOr I1 r L r (D R°a "mfi Inn t"pprenar' 12. Calan:h.11 be proviasd with slip fitter to p.rm f metatirpon 49'0.0. NwNol for beereat" r«r -w .r a T•-,4 r e`e`•o'•very e«n^lit.•^no.^.man of.. 38'be.mefa*relfFd �' IL -- ••Tl I m Cortridpefuse receptacle orcircuit FbM.r = Illsows �T}r rrr.wrr.r«r WGRALS AND MOUNTIIV63 Is aurae o/sAreve War br , FLAN TYPE MARB S CABINETS breaker. p.ustol. orad S.C.lew to W -( •r-.•-•.w.•...r 1-�rw..a w....r�.wr rte Trw•.,rn,.e n„r.ria a.e.nr replotea D adn/nrJ ar!d tet¢ A"_twos afar scab - f Eat.mol iiQM and eenhd rtlrrye spectd M box }( .I�,.. eµ.n-.-r 1,.,„.,.,,,r-,r rrw Ml r Sk+!r bored a'Y,lf e.bre view F'] se.Teen Ir•0�'ri 6'r'e•.w.... Controllor Fk h-Automatic switch D.PD.T Srwf lo!1'r.wLY aver 2'in T-pr P. � p"M �� „•-�„.;"'r t o."^r•"••r••.,•w..•.. ALTERNATIVE RAIL POST DETA/L.S TYPE.9 E;opro ode ba ttw the ler sha'np/r,"sroe orad rux. I /P/i'r 44r'sloned Able I III Id int Trmindl blocks.mount on RBS cob.neti.) I r- + T•••�ra-T -\`}�•T-�^c......•sien x•.rlq m•tw. Tewsr aern'is o ,dVN.O - --.•117 - - -SNeaw metol h:lf when t Y..d. _ �,M, r l ,ef`,.,- - r '• \ apply M Borrrer Rai/rnp ryprs 9,a,:d/? 1 D.c ?--�.� !I I .y„r.. t 4J Iwl.eery.rr•N Nm M Police per,eI Fla In-Auto motic switch ® Ronril.t rem f or cobtr.f fol III -"s,.:l[t (NCI t-- T I;b 1 s,U nrweS EYE V/EW N-H i)� N.E M.A.stwdoN doDlex plug recePtode roto apecitisd) '� r { I � !f'!"1 ' Ikith QroundinQ eon•ocf. Scn.n.d twit,S-V2'AoNt or wree/e. C-r..'.v..w� i } oI \ LIYdM) qvil /aaa pi•nth scl.". `//C•�'/ DETA/I A TGBE SPC If r---� s: ��� I 4I t I� wire..rr.! i � wY«.n../J; .t - t )• � aT'2.'.1 diff selh£T FOUNOA i0N TieiMq -e-'' Il bewr•aww, 0 .first.+eras wr I _ TAI Or CON ROLLER CABINETS -., �� 1 wart•et.au e yTff•Ra/n--FF •'Tr. r YF W D N W D yr vv T 400 PIV Dodos- i i° III 1 f• _ L_s�� T�ra.m w.�.w..w s M ww.N f I �-r r•.t 'I}r''nwa -I �. +--'S• 20 13bia' 36' 24" 24' __ ;•N TYPE I-Alf-S SIDE MOUNTED LEFT TURN LANE ADVANCE FLASy1NG eEACOR °r'w'r•-' T✓' ttr••o A-A IT W S{{,f rres/rr I 9' •T •- _r?'eMleJ y rf4___ CR '-r, $'AN ?R12$ C4 STANDAR DS 91CRaL$ IR$TA:LATICYS '�� r i► Arrr �r '"I 30` l6" 60` 36` 22" AOXILIARY PANEL i POLICE PANEL _ f _ S9f iE Ri!Aorta I Vic eaanw FI tTao,m on Auto-MI I k'S_ -' r ' •n r�•N aNsrxr•n-a a. z r.Ns••aT.'rt,«:�s+>, ,r_, r.cr a Pos,19!'ts0•JY7f4G BRA!KET MO'JNT"m _ _i�' T � knss r \�'� 3B'A/ 26" 43" 5G" 26` )- r ON a I �n e•-r.,a-.,ne.Bre �coer.!:Tear-•er.re, TERkIrNAL CO";PAfj�T�.ENTS � Sir ' ----------!~ rf P/'¢V I- Aaw�s�fy1 ����_ 17 4 1✓a1r• 26 30. 0`' 26` O I ;F,pM TYPICAL E4U!PNENT MOUNTING I�- .i T � R ?rY.tt L___ 1 C:.�'�o Stop imp.On I Yr•1 E,• I II•• 1I-�1-_ - s_ V rAa.o a. y ��-TI OTc.Ne•.r. ruuM Dar -� -'I 'n7 j' ii - _d S /7 59 26` 30` 71 2$ < I To per To Fahi+p f _ w•'•'r' TrPE I TYPE 0 PEtST SN/M QETA/L TYPES9B// aECT/ON OO f15 omD'It F4.M 's Deo:a+s �0v0C j •LL _- _ 1 _;j wr. a, I • I y 0 3 1 �'' _ moi' - ~: rrw M tFr e - e ,:na.t tr.,s S.b,,.,,.,,pr 11. .i I w. C! r,r•e+ti+.rrq» M�No•ES •A SECTION E-E SECTION D-D DETAI TYPES G,M,P 8S CABINETS � I \ / ? •� �• L d a R, O Flan - FLASHING BEACON DIAGRAM CONTROL UNIT ,`J�Le. _•i1f' cosrw lr..lw •••� wro+.nr! e»w a � F-•+ e I 1^Aara + _� �-,a s,.•. Mtn,z'i tr e'r•.wr s•wrw •!r s..r.. z s« D<.+r•, •ro•<a•,ee.rr, e - ' -1S. �V S w _ ..tT fa tr n•ae. r..-....•r .,n L r' `\► �, Co Auto I •S}!•-Y r S'{•.. tn's'y a .-e r'•a e.T Saal-M riL(]ir� 3 e.Y na,brc<o'T,[w-'e' rsince T Co I i 4 e• e•tvY 01•w.nrn lin..t. e'r..Nrw,rJ .....w.r r.r...,,.. �s,e....t.. r O9-e-o�,g-130-SG amp I� o 31J. 1_ '✓! ' Moi'iril,i--Icri * -prHT.4nar.eM eM ere'sww•.W 7LL'!Q'•u Msa/I'kt 1'<'IE!'•D•B' � /Dir•Plitt II / Yx•>ii•DEB' '� .; O'cn�'- --•-� - Y •r SLIP•FITTERS FOR POST-TOP MOUNTING ..r.+►N««.rrnw.. Barad Rats( HH�F" tortes er lY al V I - tY TilrY d _ roar Mfr[pr p - ' let r0^a•l'"�1t r•1. .••w r•<•••«wr r rear. �.• �r.•u�rae' �•t' �,/ n' ( � ebrArl Roesfrryl ro✓lad Cor � /:� 'o cmp (50-pi - 1,,--,� � a r c x<r t ..rN ant•NA�tb.RM RO!bs� � soled bs `s^ Fal. /S.V AUre A/ I 1 ��y /SN NCM A/ I I �•. �'`"- �� • .... n a•,.•rr• 'L 31t f _T� y GO om f -"'.�) .ra-•e•e^r ane w<e.. � � �r : .� 1 I ._N •�• -� -� Conloc!or nn,m m i ~ c..r er ,r I L • r• POLE PLATE �(4 111r-•'`. Fi' Ila JrY ' I 'l 2W' 3r ,T:Y a �6,,. D a". �. wpm i Ew rnr To control lr stop Gering. rte' P FOR COMS'NA?ICN •1n'<„ , \ T •� 2.Lova sr Tcn control voila". t READS a•ovne s•••-_ -SM••rw•ser �, A A IIOTC:Ne I,ft J •W2 f�•�, II J - -f1 r/e`br>pbRr ,6s/e.,-, S.To loon srrTcn.s. ,+/ ?� ao''r ro.ro.er+.ern Rwp Ie e.✓en,..e•.e•r.y.ar T Y` _ i -L }�4e'L �� R 44' . �,.t _'' 4.From cent L0iti;preen morrita unit(120 V AC.) �Y RR rlrre cna awe - .srN••.+ w cove.tura•r, STATE OF SPOgTATI A S.To flcsn relay control. STATE OF CALIFORNIA FRCr- vEr �' Scra-a•r"Nee tie,w.raw«;. K, BUSINESS AND TRANSPORTATION AGENCY r� �G ' -- ,,,•r 6.Pawer for reit lon,llasher. or e_•s> wsT SACK PLATE urs,,n ane.• `+ `r• -4' 6 /72 xs y.v 7.ACr Cun:ra. SUSIIVESS AND TRAN$PJRTAT!ON AGENCY ptRE!:T,CNA:LCVVER .�. LOC!! iP.teG fA190'ELDOM DEPARTVENT OF PUBLIC wJRKs ELEVATION SECTION F•F VAT/0.4' SECT/ON G-G S.C..'rel h nl DEPARTMENT OF Pt;B:K;WORKS M,,,,�„•,a„ DIVISION OF HIGHWAYS -__ O EL EVA SEL'7/ON N-/'! 9.Coa.enroace 0.101. 0:r$*N OF H.GrrN4YS N^TE. .a'�be be s-ess!k twee j'S(,�F'TTER FOR VAST oar.n.+r roaiy:eo N rN r1•,Z r „r /Iaw ane n„•`a,.a..n r;c•ea teen.ne s<re. AR': NO'JHi;ti§• Inwt'e!.rs«7•a1 ne„r;nq. �•••_r-'. W 1°.'Z° A`t TRAFFIC SIGNAL AND HIGHWAY a e ».'ra a.e!•erard TRAFFIC SIGNAL AND HIGHWAY RAIL PAST DETAILS TYPE 9 RAIL P1�ST DETAILS TYPE!/ At'TERNATNE RAIL POST DETAILS TYPE// II.'P"',for d01ecmn. STANDARD SWITCH WIRING br E,a^«• ISNA! KIND) TTACPMENT FMINGS r - i2.Acr uohtl LIGHTING INSTALLATIONS SIGNAL HEAD ACCESSORIES LIGHTING INSTALLATIONS `/. Tnrse metol"pap/j/o emu1, Tapp/y ro AdETAL fJS;LiNG DETAILS-TYPES 9 6 11 FOR SOLID-STATE CONTRCLL E..2S DETAILS NO. 28 ES 28 6 fiararer o"rap yeas blsr,,e+•Rabn9 types/!8 9-l/ w.a.... ----------------- -- DETAILS NO. 2A ^ B 11-43 0 wG No. 110 7.4 4 25 . .._ loll.— �._ _�• � ._ . � .�� ----�—__--t_ � _� FIELD BOOK REF. COUNTY OF SAN BERNARDI NO W. O. NO. ROAD DEPARTMENT HAVEN AVENUE HO 4420 ROAD 190. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY -- >, CJM 1� (�. 405750 AE 5.�,•, ARROW RTE. TO NINETEENTHS FILE NO. SUBMITTED BY C.D.E. XSST. COUNTY ENGR. ROADS DATE RECOMMENDED/APPROVED BY ] C U CAMON G A AREA 85 - 67 t77 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENG NEER ) DATE I SHEET25 of 25 APPLICABLE STATE STANDARDS AS BUILT NO V,6RRE^f1�?NS THIS SHFFT L0 0C bwrco,e•cn.o<:vi orris b x.Y•+w'e noir:r'.� fi•.e,•vaY✓fiw t.•+•e_- rr•✓,re-f•••.+•sew••,Mi __ _ L _ .w«w,sw.,wool...w•,r•e• lNSUL ATII✓G M£?NGD �:««.N".r.«•..«•r.r».•w,.. S— , _ .I ,-3p 0 - >....' Low Vo/fops Crrtu,fff0-600 Vaba/ �- s°"•'• ` Mw•c. .. -'• Pae 4 -... J \ r4 -�.•� B°s` �„ PROPOSED EX(ST7NC ><01 - ��� �•�------III, r rlErrrro'R' (f s? ` 1[�f ,:�- IL -o URa sense eefeeler Cz� `_01 �1- {-2 2 5d SECTION r, e!o^e•e• Detector 0.5 I ^02 i 1 vw.,o+a•ao w,. , rwi0•i+[o.. L {�'�.�^' .J cs rn ... a a.R'egr i •.i T_...• ' aMry,lrrrrare hear awm..rh.t.rw n.wMropr :! . gplr 1tet Moor _ 3p \- � •- \`- 2� 01 � - rot r,Mw, / II J1 I .rewrnaa Jv1v 20.1972 skel pDf Ay 4 3 ArWst I-1972 :.� bMuetvs boo detetta•,6k fj vntess onto pigs neNA. \_�z 0' I \�/ , Awcst t..7r2 , , 1 i -'✓' .. _�� � 2•m,n s,'{-.12- ; 3•PVC taMuY 't Tw cmducta a°bk furnished t° �I Nod' _ ---� 0 W _ s� __ LIJ .iin each aetecra etess•>•f de!Ma. °Epi : _i--1 er LIrN+•re M f wi.N a"r•n slph-Kar trrp a /Ar,cnd Dan u u Iloedr'aY Y PVC /n, �--�- •a Nin drec^cwCi' mclnerle eeicewy. KC' IG 3C ( 0 64 90 ��T p,ST•N'.E N f::ET JS I 1 i LEL£IL4Y<•l.�- uwmrN Iter 4) T ,/est=_B C. Fla S pu110°II No S pull Do[ I fKC O0'�t ss77�� 11 I� = oro-^cr°'. preau•e de-ec-ce // ••silo"» �� \•.,w•..rrr+�,l/:"` rrrr.7D'I• s•w«or alis• cis.,n.,.wort»..sail )��.r.. I - ell .cfa•.xc ..r.w,. 1 _ p: I __ _ __ ' r,.•wt,.e r ry i, -J ^' F Cut I of a ��'- .i••"'..1 «'*-0 '4 i Ji TrofGC wrll rite°,I cc!" lowered. TYPE III 120 to 40 40 so 120 c slow..«.r.......rw•. a..1.f a.•row sl Y 1_ - I -+ w w••e� r M,r z ror«r,r a erraor aMNr,:p I,I N r-�._.>•.-�,-r I h,?•ae _ �_>.� ,.[y _"`'�-:�`.J v " IN �j0 - Traffic s+s^a'soon arrow one-way there ee(a S*ie!tkE Ili TYPE I gma9 Larni.ear praTwcEV IN FEET wr.,w •..» wills.rA,ceMr,of i,-.p :arrr,•.N t r �\ _ { - NI,eI,•Ina•+,c..rr rwrrlenl,r.N/w•^[nAA•r Iya �;t,T IA•».ry k.«•w 1! .«,Nr.N••werN• 6•i I •e-ie �/'pQ�rl - - iL t��;••„Dye r fOn type !•4 standard unless o•nerwrse aoreMkd). 400 Wait ANS! Type H33-ICO TYPE TIL Z As►rr Opr'r•,r,IVC:ear a.a,nwM sloe/a _L-{,�.I'>-'mss"✓•' f'vm""` Near Crc•anssMrt aahv°e 5�-� a / • cA 1 + �O '-+1' Trot. siq,el one rvy Ehret CWo+ri!n D°ek0!are MERCURY V.,-OF LAMP 94tWM h E h-n TYPE ASK SPLICE s'ov^/leu,nt• i 1 Magnetic Otfetty for asst ``3'PVC conoun Wren , IOr ryas I-A stdndo"d w!ess oto• x u•cd:ed). ro T LIQ!'q(w+,re;tt er'pr••r,nfarr --�--r'� z• `:;((< 2`rea,adore I,n-sneo of center ants cr a,txwcn to koln mrd pull bot. '•.r'•�•'• - - 30'YcvNT-.e":.c•rT 700 Wail ANSI Type H O y• foe,«•.•.sMe.n ru:wfw viae a tounoor.on BASE DETAIL to les O •-T Troffr fag D elle.ty throe-carr r,h gra v o"*rw.Red and yD 35-18 NA SECTION A•A yellow buvend(Cn lyes I•A s•vrcrC cr'efs o•he•+!eel fpee'ited). MERCURY VAPOR LAMP la PEDESTRIAN PUSHTlpt /NpA Valfapa Cirev/b ISO/-So"Vo/h/ yj' _- «„«•««~,•• D/MENS70N TABLE - BUTTON POST �"� --�-� Werk-Dant work pedesr"en wQnal('type!etc"EDW rd YOVMThhG sE+GaTLO i 'rel I rMLG sox:LI! we £ I r NON-DIRECTIONAL MAGNETIC V--HICLE DETECTOR - vn'eaa othe sa a oo•ed) r. AA►ry•^•ewe w tree.,r•w..r,v.e•uo.•:e y _J.___r�tr - - •; �!4+? Elw,ran s Q o. 2 color need(es'ahnq) 30 c 0 AINr Alto ro/roF."Al.✓+Trot.Ir titer rw•Lr.•w.", j�`s. .r.eww. A0sr, ro'r.ay ,'.:par - /iy'I - 4re.•tODt ktrar,grn ..e INSTALLATION DETAILS ?� i}_--0 E It airar,typesignal y I i .r o Alto rel•ro•..pwr m,wp,ro. -'—'Irk c� a Dom w•eam•w i::-.c -J Most arm ill,%$ lh,mi vu's bac at",lypa Zai C I� etendo.a unkaa olMr.le s0ecified. ;0 `I {�-{• Eleawher,most arm trDff�c all; t with beckplate I. AIIri t ror•vi er a..w:r•V.too..NII 01919 I�� Arg J �n-,yr ,r_T u_ r Pacela.n eramt ed -. T!N Salid-elen'SwlKnmq dMew [Dail Inlermeta v11M ! 11 rotherwise y•°Y"w"M^Y"'1.lew«""°1 I hoc :sox rl 11 vi ii t,a'. e' 5".7%s•gr,b act I I typ•�stpo X untss specified. 30 O .5. lone Doapra✓.e CtKCN-JONES Socket 5-2412-58 or peal Connected as foilawP • a 1'O--Q .�--'0 Emc el eq type ZT s•ondaW � I -0. , � ! I I 10.31 190.! B No's _ p01t WALK-DONT WALK FOR 2 OR 3 LIGHT _ I I •[}-4 :.�--�! Etct alar,typo Ei sfenCaW strve'vtt mounted fS•Tpt S;d• _-� 0.5 wr I Y re W - -.. - IRCLN N IRCUIT I I y0. ffi •.. h. SIGNAL SIGNAL { • K 5 0 Telo oar,cpr�.;ht ! a •S� 6fN£RAL NOTFS - Alf!a,m...r,.+r•.•r B SIGNS _-h_!'� �—_ � 4— K0 6C 30 li 30 60 90 � o i I I i (Mol+•scoot ;__ ..,... - i -O- Ta1eO`one pole. —17o.; I All 1s•rwra+r Ivr wr•A w w w1 l.It o ' AN tra roo•e ,Apr b Nief rH•.•I'rra,rrre • Fa moent,nq m TYPI.AL M„RK NGS I AC♦Lights 7 Green a Wolk Output •I IT • lbws• Dale D�fT•Ntr ,r rEEi 0.1 Will err•...•«.aa le, roan usn eu". 2 Maws Ground B Yellow Input w C[ Flanhinq beacerr,eeel- D[b•I"F'S dlt a,eintiH p Years D q el fray. 45 30 15 C IS 30 45 N:tla•••,s•. pool,par Me ulkr rel 1M°"h' C'veuit (I Bad) I I _ _ 175 WD`s ANjI fl;k9-22KB If Ire.a.,wNy.rel.a.+r.•n e r,w arfr. .y�,r, _ wK,r+M atic, 3 Rod or Dont wall 0.fl>,If B G + (IS al 2e wkRf .� •' I:��k y,.e. � ter of po" -Ei•✓aruncK of IcrC^6o Of) ) �-?- FI•e hrdron+ p3TANt[m FEET 4 tent Output b Green Walk lnput RI•Ili OnrYxd canevcwr. MERCURY 'IAP;R LAMP Detail"ill'Won Lae meim I..w � ( \. Odes rw,•AN,I/,b.,IA IMemNW w••NI/.p,wweF `«•,"""' ,� SnoDf pa<I of CTh _� It'MO'INTrNa r•E'awT [+•,uww� I �- � - s "o • S Yellow Gutput ' 11 AC Nectrol --- $pool and Eahcto.candvit._ __ -- - ••«ww, •»+„•f 4r+M•'a"w• -�•=� f,�•KC trl/a'rK.Yf -f jte+r•o•NM.q 1°W<w ro,.✓eof poll ReOBp•M PnI+fE(1w28011f) --� ---� Lig lin q conduit. ' .n,+loll«...r x I �' .." -r.•'e aevN i RW or Dont Wail Output @ No. •sfa \ Rte— MERCURY VAPOR LAMP 250W ANSI [.r•••N,w••wow "C[woo..'.rr...•o•....r.. J t--`_ %.r.w«•+,.wrr TYPE; r'sra'I pusn atom m TYPE• "arca+a . row.M r•'•ew plat Ydl'N TtN GHE'OwT 1 vire CONNECTOR SOCKET o put boa,No.s unrest etherr!p stteelRM. writ we� I C'x-> «.N J «w•N.••r". crerswo.s+oe of q U 4' B. SOLID STATE SWITCHING DEVICE Traffic Signal Connauar. - -1 If an•N P e•noN e«es a/0A0>,0 .. FINW tae,e+Ksor - -w0 - J Flfrh sit lammoh•e,detail'F"(errewIndleelar tAN � --Detect a�ata,as NO sGA�E � •creel'rode) ISOLU"LINES OF MINIMUM HORIZONTAL FOOT CANDLES r" PfnOan! soffit lumMnrrt M rTl-P"(er"en•afr.e!alde), MnM fA•w.•!1 PEE , N I V shown on D'cl �Q -{" Wait movted:um•nc re,df o "N'" y «+" •r;•, SECTION A-• Ortector a"crit PPB Ppb Ped:l•.on push buttal TYPE"Ca SPLICE ®PPB 4n'Pab Pwesrr o, push buYon on+Deeiat pmA batten peas. a—I Fill r `s�� ''�'ti�•k'�r TYPICAL BANDING OF CONDUCTOR ENDS Pv----o PV--.-.0 Traffic signal,Piogremmw V s,Dibfy Type with beet plate. ' T BALLAST INSTALLATION IN 190.3 B 190.6 PULLBOX IF-0 1F--%' Elsctralier,Type TSS : fL sti•w,•w_•.r F-O )�--4 EIMro!ier,Type=S!rvetwe mpvnTM ,LI w w r of r•rmDers - 114-0 --0 Eleetroaer,R C.C.Type ffi - - - -..,.r ol......r T•+°•K:r•• NOTES ON PULL BOXES - �'"""^' Uluminctee LUMINAIRE BALLAST FUSING Cor,tecr awe i'contact v le unlet r$pica * ;;- „•_- a^.sing a LO t,nsbearn gMtvr*Saorea r ,wlw,w r.».v: -- t,+�'• ,le•,•... a Mer Anw trout,era lora/cen:rN,wnnp••,rMre,re•,1,r a r,tne.arse notes I t'O" - �C°`D eraagf etshard++ Y N8•HiQn b•cm't'vre.L8•Low Deem Baty"•Sao ES-31, P°t},e"Y Einar d'ntdKDte betcs!f ino'1 De orovlEed torn hseC•.Mnx!er• Cawebn far lYmhf- { - ..r.•w N e« ro w w,renN.A«.r✓>,.rr a r»n•c/ore, sr•./:awl,..rr.oN SOL •r_- -- - -.-:_- a y __— ___ - 5' Ilunmo'ed rQn•we-Dm!.melon t gnt!nq eN1r rIM irI at bane,to shall be insraned in the nee"est put!pea. Fvar ratings shalt M as • w0,. "•„e"'w'. _ r+sorr,e no. tris or•."•.•r•„a•n oa:N„pole«„dr.wr w.wa NOTES ON PULL BOXES Top a lounoanon f^a Roc'^a pow+•'� . :RE'.T.CN Cr TRAFFIC .. 'r vel 'pmen•as cbol#. rtefed below. 111- r sMl r«wre •q~1 b•,. /1J "AYe I Y£rER'rpt a lar« n I AwA awrwa 11f h fh wim •pp o•2 ttl. ta7E ti� •� � 14°•”• y✓ r✓, r pa„men, _" �` I(Iun,r.afeC s;qn mo-nted°n ftrvctu e,Marotl �j — .p• c 1 I I 1 �j ro"/ NM u..ro+teo"s N,rcr, 1 Yskeve l°alow Il.of af°n _ JS_-CURRENT RATING ."s.w few r ret......roto+1+deelwr error.IA,rN Aa. IN,locf to ora novo cleaned rock % Parr ohlrbeve an Rrile, ' Ii,.mp!ea-,sign t as°Dove. 1 -- -"---- -- - _ - -'- "4' 1. rq of r✓//Ae.•.swn A,r/✓N wen rw.•Nw^d paw rr•I of !. M erresa lar er a.rawow,.W tllrr Nr y•w.H.p lbw i;napaction itOlef For,Vo'•m snert wtaM alae wring va11K lost I CIRCUIT I MERCUR V-VAPOR MULTIPLE TO MULTIPLE oaaairwl• - ��'� off 11a1•f ELEVATION B vulva of lame 4n NNIIOI,lr cr Jit IS left �' wsptr Eaomv!s of a+qn ligntinq egvipmMt designations, VOLTAGE ,oea,•nr r✓•s.,.roar roar n,.neorN tont war",p✓I,Aa,anon fr far run»A,.we.r Ao, tloi acre rot rlmorook 0 rKe-fi•w VOLTAGE LAMP BALLASTS TRANSFORMERS dor °u was of dveclan of traffic an ES-31 and ES-32 I RATING X r••,err,ry Npr.nr ro one ror,r.ro Arp,onrrr..Iwwrr:en,paer INSTALLATION NOTES Pon 1yD` } L7.e.ry,.w !tN.1 •1 19'1 n WATT�00WATT3 WATT IKVA 2KVA�;KVA •� 1 tool••we, pre•r ro•,rlar conrrr✓c'.p••rM,a-rb// A.plprN.•r.,If leg OA7I.eI Cmiptl eller �� -- - - --- - \\ S t I wl......a N•.ars«+• as•r. .n.wo•n,p•oa• rn«r procr.reer,,o✓c soon:won,.ret 1 011ecta portion E+mMsions 10tr w c°nbct unit D— �1, T y r^' l20 V 2SO V 3 6 6 _ IO�S + 25 3�0 t [Mor•,r,. « \p•,,,y rN,1••I,f yr •'b.••« -'Jynt�l--L--J r.,rw:rr rot r✓.a,.viol/it p/a:N leo : r ro ret ap:r o/cwt,par p✓Ir aorre •..w,.•o \ I.—were` , 11 •� ! -r�+yf•.Irk.ti„'s w. .M-•se,�ee•,r re rrrneo.er roan b oarN..«N pr nwra„w I--- 2 flesh a roar.so.il,,e contact unit mount PL 419 2•. - 0 \.. `fit Mw�.w,k A.W er M arrr,e.✓nal.•rMrwrr wr.. •rq pm seen w firusnw I- F 1 240V 250 V 3 3 1 3 1 6 (6 i IS 25 ,. u✓sn..m ac of pan swwrrnq ong•es. I 2'�Serkf 4 Letters O 480V 500-600 3 3 3 3 ( 6 6 10 e a+rwr••••w•••,•wwerw 7.15 Tom' 3 Drlec,m cameo,errs i lace 0.11 se riufh.im rim a n*-.a a vie mare --- e elf«•M••.•rT -1 _ -'try I ha Aw,tour Molt M.01sT or/•/aria - t w•rr stole w els ti `•1 --.-r. i.•,kL•k.a rr 'h nhpner,+r b.,unit shall Dr ro+sar ..1 m'""C'm.q -.c.r.1 snarl - L._r tload•+t' side o/Dole NOTE "Ali type,shall V befil Il hednwits,;f of Me bar or 6.w•w��' j •+ � /// •fRArFK SrEN.I:'WIN..I✓//Ao,rMM•r MIrM M°Mr Me1kYMI $7aTE DF CALFFDRNtA m•101 tn,mf.+In aimMt•Ons int fOmf 04 Ins DOI,Om fro l0cl Of Int l °r s1D1110�g100! w[wwaw,n",.r neer.^p bw✓no, BUSINESS AND TRANSPCRTATION AGENCY corloawt STATE Oi CALIFORNIA Ellett lar;MeQra,nQt rec be f Dot!a tyy_,mpbe tumyneC tiro steer!?nq Dor or TYPE FT'SPLICE "•`"" " -f'- r1/ 'srR££r L/6Nr,wa'*Ain Lon a-r:name revile ApnM caoweare DEPARTMENT OF PUBLIC WORKS 4 Sctle:°a shall De cooled.nn°nK-sort cOne,ou w An attars Shelf BUSINESS AND TRANSPCRTATIGr AGENCY for 120 vont sof-1 hq"1• shoo De 6-.o:!c es 30 Amp.fuse. on 120-von anC 3-amp.ns nn 240-voa Nrcah STATE OF CAL•FpRMA E L E ••'^ 1" .\a Y,n Pip else wary 'we POC rA6E'sMu b peers..M.,nr•,r nse,•eo•pnpp• DIV!S GN OF HIGHWAYS D•tigmfnra s:curuy 4 TYPI AL NJ1.15ER FORMAT CE PAR TMEYT OF PJBLIC WORKS BUS NE55 AND TP.ANSPCR'ATICN AGENCY lr.,sew•.rri r.,rwrsk� -at:•. J_1_'1 .er..1 w.. Neta.•too.ort,. Div15;pN of IOGHw4Y5 FUeE RATINGS FOR FUSED CONNECTORS DEPARTMENT OF PUBLIC WORKS o,.,,w w„o rel •COwlruw1c<noN For PwJo_es.n,w .leiror^M nne"n TRAFFIC SIGNAL AND HIGHWAY jETTER DETAIL xTA;L ZN Norf an.,..w tiller,n,p.n A•.. LIGHTING INSTALLATIONS TRAFFIC SIGNAL AND HiGHWAY TRAFFIC SIGNALDIvISION OF ANDHIGHWAY y// 'SIF'/IRI ER C9A'rROL'folp.11 19.1,.AIr1.pnwH;r rlprrN t5t Ir.+Ar,A.5,Agrrux,.erorr rr brr.I eMe✓:r r.11•I m,p✓new._ DETAILS NO. 3A PRESSURE Sc NSIT1Ve DETECTOR OL CATICN_OF EOUL.aELT ftiU�'14EPS LIGHTING INSTALLATIONSLIGHTINGINSTALLATIONS Ars,rel. s'..t'r .IFr.r PULL ROX WITH TRAFFIC COVER 'rovrrr sr�rlov'f.I✓resprr,.Atli co✓wr,rl.a.rooter Iwr,r,m,,,l,.✓, ES 3A-6- -- _ _ __-_----- --..-_-_-._. ONS.awDa..Ds AND Po;: DETAILS 190. 3C ES-5C DETAILS NO. 41 --r_c _p ro o.---.-" .• -_ Q. See nous fdoved law a .•^„• __ as PCL m.. _:--r• - - ProrA• remove Dlf P„x.. T.11. ',.Sc PL,:v c;�_ J.:.'E SC LTS .:-^•. �..;,,u; _ - _ ___ See Derail J thin "civ wort OL E IO'AME'Ec CkEn T.,,5..0- 2F .111-N>��5_ALT :LE Arm drinad old Jerp!ed°r I -,.p = •T =, YP: HEIGHT BGAttGE, _ ^ 4',6'"howhole m•,Marcea wnh T vsa tapered others to xrm,t _ ?ABLE I TABLE 2 _i _ rat.gni cop h I •c a” D I h "s :Ij D:AMC'ER sirc✓/nt tk rocs ur•K,n -_cu•.c.rcD h-«_ _- __ __ S may_ Photoelectric Control No 3 go qs rmq I'FZ'vide welded i `T -- __ - �� w -/Ia Unit required, t°outs.df of °le Cover of some I f'/:"Bac:in 6/del , '/• Iv 4 x36 Sri r - ��'• k Ir Ba•+� +�4"a0=3" a �✓'Y1• D 9 { S'k �. N -YN ;SLE POLE GA7A LUM:N'AIRE h SIGNAL L AtlCn:'DRAGE DA'A TrP_ �.M,NA'fiE ARM DATA Q i r-� - V2" -" LI{ gege Plata pf pole. LC•ata In r tg-Ieck weld II-A c C n: r 7�.' r: il'2 I I/ a-i.3> !0 Y•Imtead PM,erose am 1a Lumira:m Mast 4m __�� T� _ '�s-�S✓ Siix7 / B 1,'/-"9' I,' '1 1�' a-I' xa i 2 dauDN-•etre strong or 2Vz"atandord qD• - Ac.«rel G. E^y^e«tial Aso y,n� I ;BASE'-A'E 4NCM"l 5CLT5 Steno. c o.e see ! I�-1--�a/ tom•uvea rent°e most armAA ` .1- _6 16 TYP. F ARM I ARM S a dl pOH - PRO TEJ MIN 0.o I♦ rc.r•ucu o.,fillet.,:sake $-1 35�r7Q • B T` 11 11r 4-I'/ x44 11' [rasa arm for Sipnol Mast Arm. S yranf July 24, 970 `>!EIGH GAG_,94c_ �J A --� -_ {{.r N`E• Tot.S,"Jk' II \ nOI ISR-•Mood a 70o r 0 -T S•o"?}c C,r 0 ar�'P,le do LENG TM GAGE POLE RISE Jay 20.1972 n B- V{ �- f I - r+.aws - Dote platy for'Sb' negotvuI G !972 73/ 3'/e"I 6-.5 Ui Nane I!"i I' j I n" 12'-6' - 6-0" 34: ' 2'-0 e -sclera. k fh•vih 711S'n IZ. 4-I 1,<" - (See Not.7 cop a9 to s. ^.eR Sr rIT- 9-o !C Q° 7 5 4", vel.r U zc• I!I bz•. I• i II• I z-6" X e-o' I 3'h-' ; z 6�_ . � ! - �1 )' —..q, _ ^ - , icr..,l, .,o snot i�hof I " ® I 'r2 CI 7 ` I",13 L•n�lhdes not ^ nowt-b I c � 'r t.•x, a • 5 '"I , U , � - l0 - - ,. 4. Chafer edges fa �• {'a/•nduaa r•'r:hrco 9""DenaRlrrrereble velar e :.aa<d I! 1 1 5IS I"' S 3'-0'so' iC C' t0 a 3'/t 3-3•cop 7 qc T ." 3 /a (-T II /qII'Y4- III 7 4electrical Pardue", int., ooe, 6-12 �i IB I 3-6"0 12-0 3/ea'12"/Ta rod ! '•"dp'GPQ RF:a 28'6" NOTES: yDETAIL Cf, I:BASE PLATE AND ANCHOR BOLT SCHEDULE ;►{•� 4 5'trarJ both ends j rim Na Sea sire of Pala 4 bdR toot elute 15• -ell l6 — S-0" 4 4 a-s';_ a.2227 (Sar TM Rods nosethis share reldra w Oatfids Of pCi11, far pot C.'Ia+i DI•fi D2- I 3q0. 73/4" 37/, `,-•• ill/` I'/" Ir/•' II" �� I I— _ I. Lvm:ro:K Ores Stott eel O roves}see.ed ftNl f 23 sN forYm u,?,n 1" {I TYPES-EBII,$BosL"A a 1 Y •Te I e(na.;O c.cove, late, • z ' 4 a - _ ---- ---- -- of 0.lS inches per feet,wire•Md section O.D.of 2a+i for moa^ten L--� _� I ' l•1 ® Se T°DIe I I 4 P Sar table for six:. I fi-15' PS; 20' 0 III >ra/f•�I,plps 7u - located m sem•gvaaront + 1 .I - - :t The op Extensions the of 2"alto pDe,r-0"loop mea.most os used TYPES(all) pf a<moat ala IEI-A'35'-9"'7 Qa �9 5/a l 4 VZ'' 6'-IS' IS'r5 IB'or 20'i 16' l" t'4' S" or the ephon of tna manufacturer �!$ u L'� �, DETAIL A I �' `; .� IT-0` 5go I105,L'!87/4 No^e 25 or a; 16' tl0"1 Ills` 15" 30` rt o II r K4i J-- _- 1 _ y 2. Signal orm shall be°round tapered site!tube with a maximum JIMINAIRE ARM CONNECTION Ie III Ili r.e�e PLATE BRACKET It`d ;30-0`�3ga. '054 16d/{"I 6'-15' 1 2,'or'3U I6" 13/< !S' - 30" 11 - love- of 0.15 orches pe+foot. Ea!envom of 2" ltd Oi • es 11 1, Bar 6".I'tot 2 TiE RODS POLE TOP _ �j =�}_ TABLE 3 p Ie L p' t'3fJID L +Lil wcnal meet antro•ed lrniaYw most orrm 12'and PLAN mold siiwft 10 �v I is 1:X-4 3,'-9"13ga lob:4y5S/ 6'-15' 'S' 25'or 3C! 16" I b{' Ia/." 15" - 30` - reacmed may be added°t the and to orc°mm"oto s,gn0!mount•nq 9i'a'�•B 11 14S o1r°Q Imi t°°ars t paa.t r / 15'lon to lumaloras with nls of ballasts Moll be at.each raldw I of most atm J---_O" 7 " e. ,t _ S'.G N Al,_ ARIA DATA v. ;• ;• kit Ill 5_ t 0 Cr _ `i` E r"iC 3a'-0.G o B/z 3/ 1 6'-t5' 6" None 12", 1" I'/" II'/" Nairl,Q, FF 1 g e nt " I 1 3. All arms snarl be Dent to Mf approarmate configwahpn shDrn A PrOvid!�� '1 T•tt rad Mod Balt tic.t/� agufpped wan s!o:Eord q0+tie rod[ with S/8"rerrd .E beth rprhan thew all tate )e"'1' r -- - - S I' - � vIN CJ MJ,ti Smee!n curwn arm n recu'"ed. A !0'0'ton max. larger- section taillight cap ar nut to Dar J L L= erJ•as oMrrryf noted '.T%tL' 7'-0 � ° i,05q' 87/," Nnr.e 5 17" la 2" 16` 30 ('RO✓E.'F.J A.': VI 0 0 9 y'�- _ _ �/ W. lips Baled on each W. � I W � � y I __ o f __ /a"! I _LENGTH G POLE HE!GHTo' K I h sh6 BW"s"a W.or-5' ____ )mad Mod het net ar _ ` -- �- - _-�_��_.. _ may De used od)ocert re the Cols on arms over 20'-0"et the _ —� Hae ala" Ina+de P. Da rods Mae be 3/4'IW If-O"b I6'-O'W4$t VY Plot• Drvc leer -r r v I YX9 C-0}3 gel IC 5/ 6�/'.. 6 5 �•2•s' 35 17, i Y.,. 2. 16" - 30' 1 I a Pipe ` ' e E�;i LJ IS-0` aA'" 22'-T! i7'-G" option of the mcnufccturer. 31(f=� Tot.3, 10 - - > /,c tulN r J a,around V2`Q To rod v• �- -- �-- -- -- --�— I a 34"-"top Pole - I xl 6o-Z' tans. _I _ POLE SPLIC—F a -y- ? ) . ' - ")N ID�'.'A35'-9'!3pa 11 /a 6'/4"1 6-IS IS 35 17" I•"/." 2" 16' - 3p" �10 v° �----- 10Ka PIWf fro 31(a N.S.top ^� _ 18-0" 5'p' I 4. Alternative details approved by tar engineer mq be Substituted go.5/4 it aer•rs.ls•e Note I+ ANCHOR BOLTS BASE PLATE 3C.- J s l 1 - —+ J 23'-3't Ae DETAI _D l9ondard pip•brnhatn b TaWrer w°snara•--. _ ELEVATION PLAN !�"u 0'�pg_° 2'/i 8` 6'-IS' 12 40 or 45 IB" I/z" 2/1 171/1, 42" - 2U-p` 7 S" 1T-6' for the arm connections shown t. k-1 - met am I � Jm � 2'$toneero Opt most orm POLE BASE PLATE $%l A 35'-9"C el :2 Ye''7'/e"i 6'-IS' S 40'a 5'i 18" /`i 2'A` 17'/z'+ - a2" 1 � V[ pyo a „� �' � r TYPES-xM,IIII-A B: � ANCHORAGE DETAILS I d•a _�.0° L_ z - 25-0" I 7 AJ( 22'-7"! a' 16'-0" S Fob"tcotora ttectinq to use largely than mitnmvm arm dieme•ers d0 ELEVATION 'yq•� - — - r 7! - I must ad use the del a its as required to permit solid sealing of 4§Kk.eal eondvetm �S LT~w0'-fi'Oq, °...,2'/- a"L/e None 40 or,r�5� IB _1'/z` 2 4" I. /z` 42" 30'•0` 8" ! 4` !16'-0- 1 0 4 ag ♦ OII r __ _ COD Krewf_ 1511 Ancher f It AST ARM TIE RODS AND OSS ARM � T_0`h3og 12''/e 19�'i None ' IB" 13Ie' I3/4" 16'/i - 30' 35-0 Spa. 8Ya' 2Y-0"!..41/x":16'-0" - .-� + w Pip• /a••r —r Metal sleeve at Finished DNm:f �_�� ��-_T— OEr3ERAL AND INSTALLATION NOTES -_— - ___ fnfNad C l _ earl• to most or m ut,aa of N Icr..m, -�1 - ------ --- - - 6. In licit of the torque nquve."ts fey N.S.belts,top sore.% - Signet am Or•er each wlded pint b10 I. Th lowx Vlon5ln o1 a 35'Typ1 III-A pa.11 {hell eoMiff Of 0 1nd,oa res orm IenQ!n to De used *see Electrical ^.•ails-1 �--40-0" 9'/e 4•/, [ U — ---- tar I �I enol!be tl teleost D the to"n-°f-nut method '/s lu'n from MmarCDl• rtl 3'-7gagr foDold eer.ice(B"O.C.a B/, Qa)bun welded t0 unrest o!nerwse noted an lane. Structure Inara':o!iem.'FS-t-A p C 9/. 23-6 a 1 0 y r �-d IS'-0' �!� m I � 1 - 1 4 A'1:9'-6" i snug tight conmhon No wosher will be required ' ° w " --CcnEoit i tonautl rraYthglt u'P. - ''-0' - IM alar end oto 30':y�+7II Palo, I K25�;r-1 7A'4' w s cmo+ear eels i� �, I" ^d' 0.D.mkt I lora mRarow no!w n 2 Tha lc'e•r S'ten th of a 35'Type 2-A ole stall consist of a 45-0 9'/.' 23-6 x ►.J Mvrttbirer for. " $eel Anchorage I^ 4'to 6'Dene o Y Y I Obi" 19'-6"' L Signal heed mounting as rol.iled for six• of signal hood Y-2 mo.nfi 2"Std. 101i{• b' _ _ -� 6=lOgoe.toparrd arct;on(B'OD.N 8%s'QD.)buTt.tided K' ►25'-0" 7Y<' — specified pipe +}•iL Delmis rr�i� t _, _ —. p ed on controN pions or ro sOfchel provisions On:y 1 G_-.� pound smeotn for I 1 i I ir,iTo+°!iMga NeftIsraeseat«� ,141' 2'Slanderd pipe 5 44QQ p �y Me lover•nJ of o 30'Type Z Pala. Pro cted length t Lowe• sl viol elm signal head may be moun!ta on Type IM B = signal TYPES - =,Z.Im BI =-A _ 'p , -- L"'1 g g y YO On Sky"q•Irani»I boll rYa Mot•ct+on ( I•o 7yM.:1:.EII '( MOnal mast atm II I 2"StandJrd piY+ 3, The fewer 3•Ivr.Qih of o 2".'TyyD•LT-A rate MaG conwst of o Sar Table 3 o"ms. Prorate sufficient length of 1M2`std a w main win -;11I I i ttype m B 8-A standard only) sigral moat orm. b' 1 S'-10gcOs tapered action it." o.D to 75gp'CO.)b v1 welded le•Ipth g P+D DETAIL B of I 1 -- L a6`TIDIs T•:,7,'lI•A Mitefed lw,Q .signal chore vice rnenerer Type M-I signal mocntmq is used. •s " )( I1 $i to the lower end of a 20'Type II pub. 6"Min.of Sea Toms 2 B'Min.of F SIGNAL ARM CONNECTION Sir* I C or Ste liable I 4 For foundation details ear"T�uf`c Signal and UgMb,g hgataliona 2"pipe Lum+rmrs E PON 2'Pipt\ I - B. 4 anchor Dolle are required for•°cn signal or Iuminmte - - _ l t•1-0"unksa 1 1 : Foundehon Locahcn D lo: shalt. E Pae arm\ stance•d shown on this sheet. Provide each anchor Do't with PIPE TF- 'Y I •-+• STANDARD FOUNDATIC>nl _ I I• ;4 otherwise tared le � DeteH A � � I Dswil A � �'11- POLE SPLICE I $ � ^I Asa out,,eve!mq nut and 2 rashers. a STEEL MAST ARMS I t signal mounting Be 'IBOck of - & Lumi••eme a, - V• I i'q II L Lumn::.n mocl Cirri Mall be curved so*.Of w!°a Me most arm f.t!un TABLE 4 !. A 2-ply►ate with lin p le sedan modulus may De subseitvted e$carrot / Ste Nola 7 pro et!eC lee !n y ° is fauer.ed to tar ens lummmra and-:n vier M Ddow or Detail G / -Dtwit B __ rot the sin e-OrY Olin soecfled. ;, ELEVATION a; l M• bi r PDI•. rtounting I 1 Derail G -'aT gt �C' Dein 3/e heN la sJs6 11 x k mali l than :'-6'abo IF •oP of k,,,., l Detail E 25'-0" GAGE CHAR'. Seel Detail J akpen Mfi6 r tk•aable winthbl t® 2. TM:Imt 3"elf fn1 meet am shall be ntxizonMi with kminein a Detail 0 De!DiI C I 10. Nothing may be hung on Mia signal stoneo.e eMar Man • Pho!oel°chkc Control e°P. / / DW,fol wosner ono ' leo Pooro•Netric k'o I Dstm'D '• tock waMar.(total B) Coattailtoe UAd 1 9'- • 4WIC,12" floohin peatpn with boot late, maaimam Unit req••'rad.ITYDI i . --� as g Naffc signal ottvch+d. -i Its aMilB •- L� gign°t g'_p' a GAGE I INCNES 0 P yB"+r I� r 1y �� o P. pI E7 I M 3, COnn°chun between mast am and pale Mall 9a mods by mane See Note QT ° 1 mounnnq r aI- reight 90 IDs. I, f 4 a� 0 6'or • n - - n 0.!:96 1111 3qa.eialyr etset N' :_ •7 tot 12 s4 f0'rc! Is 6 'QO 31(s"QD of a rwn!ipht WCkat of C Mfign p•rmi!ting simple removal of tar p1 Signpt Orm` 1 i • r Diaphragm hof.2. •I 13> { pdU.ort•1'•6-• _ g ;^ S' 1 II. lam rias if Might from tem eonnx Non to E arm lip. S/I6 1 Irl'a E sf e;rosv E• k„ �,f meat crm cnd pf;v..ding a Chased outlet for s:t0ricai eans_etora. '"' 90-ram e} �` -'o `m m c�Bottom of wl• 10 0.1345 Cut 4',t attest •0` �_- f> IOD 0 splits 44 -_---__f' n I 2"Slandet0 • ?'e 1 ^'� a, viol head r0 hole w center. a0m:'ypito1) o q, 3r ;tri 9+Pa 0 17- f �D l �b t o venal nerd signal arm ` _I 0 . -�o'• 7 0.:793 ® 12. For FmMa'en K,sa"TrOf};t SI rroc B U Mi S/MdaN DHalf!Acct I •.�, i y r Da _____ I I �n I o�a ANCHOR SOLTS L'n i .o �X- :i^ `e ��` ,` ��• q v M ( j 1 RemoroNf ---- 2h"Ianq •�a ;I C d I N.N L Each Onchor bat Shall be provides dM 6'of thned and o 4LB0e 7D rI• _: ;J �'I a'tn 3 0239 - 1 _�_ _� - Sae rode -- cop rot •, I Lower a. nl a.m w< "� e u Lewr ftgnol am is. Minimum H.S.cop renew,ter•gM Mat ageel c°mD;,•ed Dfaf fivekness I $ EE 4 I band and shall be furnished with!.a nuts and two washers. ��• Pi>+ 0" n-I �' =' `1 •squired with "' � 0 0.3125 ,I � Ses,Tabl+3® ,_ SECTION H'H Y Washers She!!bellUX2!/z"Inln. A 6'-90•D•nd my De used, required .,M ^1= t- � a ►store feance•bn. I ® - i� TYPE d 5,% o' Type %T.'iII I �i DIN l e TYDes XXZ B h prow+dad the MnVh of the dacha bone before bendmg are me I _ b i Claa•d woof lar L a'at/T CAST-M-DRILLED HOLE D 3-0 0 2 ° ll 2 ffi_A Fs. Camber the pple shaft fee Type Iff-T. S-A,ZZY B�-A conJtictera v I ® rae {n13�1-for s PILE FOUNDATAN DETAIL J Nanat!o!el flw losl•rh'B t- 3.6 -at of =g �I to app+vx+mC•ety cpmpensete for deo°load pot• dfflecHM. _ _Ii 18 -A 2-6w a Fpr 2' A""u'r poly f"°II De banal so rwnd✓it. { f k- C 2 - -•!d•;N WL.r.m bWrnutand PHOTOELECTRIC CONTROL UNIT race STATE OF LAUFORNIA MislacIncol Tp°•11 4-W p I o; fibs, w her(falls i) I 5aowolM 9 To De used Only+noT rr .w'rd w.pkn Ya 6'handl+pb I yµn Ston ponU,f.hen I --L- - f �T � _ _ BUS'NESS AVD TRANSPO.Y7ATpN AGENCY lite , HES.cop ser•re ind+cvt•d on Dian STATE OF CALIFORNIA Na PL 4-6-8 .^c STATE OF CAIJFORMA DEPARTMENT OF Ft/+UC WORKS I K K (Sa+ Nat°6 I BUSINESS AND TRANSPORTATION AGENCY r, 12".6i6`QoM.1/4"cwt ``✓ • 1-'E i', -> BUSINESS AND TRANSPORTATION AGENCY DIVISION OF NGH'r:AYS DETAIL G Note! DEPARTMENT OF PUDi.IC YFJRKS van°c.wltr,gasketod .f i r '.i DEPARTMENT OF PUEUC WORKS For Tett 1,Nees B Detail DIVISION OF MGH::AYS screws-on rover orkJ E b SIGNAL STANDARD LUMINAIRE STANDARD SIGNAL BI LUMiNAiP,E STANDARD TRAFFIC SIGNAL AND LIGHTING STANDARDS � 511H M7UIlTING tocohons are"Trorl,c S•gno, _ 1— "•'(T"• .I "'" d 5 d TRAFFIC SIGNAL NG STANDAR 3✓4"pa.hc orcin ntar,doa �,A , -- ----____--- --_-.= TYPES e� ToICeusedomyonT pesX=, M.=-A, « L,Qnl,ny 1°raa f AND LIGHT; DS a IVl !CN O H:u4w Y r TYPE IIB TI-A =z F— �I TRAFFIC SIGNAL AND LIGFTi.'7G STfi!4DARDS - •o+mMahwk Ma: bear tattoo. _ & AO d cart DIMENSIONS DETAIL-_ Ci Y :.�,Eu:'-a,xX�.�'z"-A,Y:d2I M 11'aQ[L�c uER) 3 (TYP,$sroNN) ---�—� TYPES IT.,L A.�,M-AXX-Aa K'Z ES-b 4 Ey to B-2 SIGNAL ARM COI'NECTIGN ace soar ^c coos>n plans DETAILS V� 0 4 w No. 110 25 c"�25