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INDEX OF SHEETS _ DIST. PROJECT SHlT SHUTS STATE OF CALIFORNIA 08 Sed 695-CR 1 36 SHEET NO. I TITLE PAGE S-SG-695 5 SHEET NO. 2 TYPICAL CROSS SECTIONS HIGHWAY TRANSPORTATION AGENCY SHEETS NO. 3-8 PLAN a PROFILE SHEETS SHEETS NO. 9-16 INTERSECTION DETAILSDEPARTMENT OF PUBLIC WORKS SHEET NO. 17 DRAINAGE LAYOUT a DETAILS SHEETS NO 18-20 DIVISION OF HIGHWAYS0 MISCELLANEOUS DETAILS SHEET NO. 21 SUMMARY SHEET SHEETS NO. 22-29 STATE STANDARD PLANS PLANS FOR CONSTRUCTION ON SHEETS NO. 30-35 SIGNAL a LIGHTING PLANS SHEET NO. 36 FEDERAL CONSTRUCTION IDENTIFICATION SIGNS SAN BERNARDINO SHEETS NO. 1-45 CROSS SECTIONS COUNTY HIGHWAY FEDERAL AID SECONDARY PROJECT o�01C t° �F NO. S S G 695 ( 5 • AIV SERNAROINO LA COUNTY ARCHIBALD AVENUE BETWEEN s.a ACACIA STREET AND STATE ROUTE 66 EAST OF UPLAND KERN ,~ END PROJECT o2 Ca SAN Is \ TO SEARCHLI•MT N to 0 STA. 153 +0 0 J BAKER t a TO NDJAVtr SAN BERNARDINO 54 SARSTow BRd1 ERNAN0 ROAD �h , �P 40 NEEDLES TO UPLAND TO SAN BERNARDINOLOS a FOOTHILL BLVD. VICTOR'VICLE HAMPSHIRE ST. HAMPSHIRE ; ANGELA ' AMBOY ST.SO i 1 co- COUNTY / DEVON ST �+ < DEVON ST. ✓ • BERNAROINO < ui . ni •�._..s'--- -- RIVERSIDE CQ --------r... ». ... ' ` THIS PROJECT SCALE IN MILES s o lO SD Sc RO SO ' ARROW ROUTE - a W W ! S = NINTH ST. a<o W � V J r J t z FERON BLVD. TO LOS ANGELES AT S S.F. R.R.CROSSING O COUNTY OF SAN BEARDING -Now-- o. 2 -97.7 TO SAN BERNARDINO SL —f , EIGHT H T. r COLINONEER EKED CML Ew R NQ•4!S METRDPIDL/TA1V --—— ACACIA ST. '1--————— —— — �4(�L/£lYiCT — ———— • • J iG�I �v C�c It �w l BEGIN P STA. 89 +00 F5STATE OF CALIF W ' A S U I L T BY __.. ------_ odTRICT ENGINES Dig T VIII .,t CONVENTIONAL SIGNS NO CORRECTIONS THIS SHEET County Line •.— .. — Bonk or R•toinlnq Wolf - - - v _ - - API�ovEO Septembe 8 S4 City or Town Limits Love* """ _ _ _ _____ • Township Line Culverts k=_ __ _____ SCALE IN MILES h Township prop Inlet =_____===• o os I Section Line ---- - - - ----- -' Grant Line Note Z%ehsr Township,Section or Grant Trolley Pole e , fence Power POI• REGISTERED CIVIL EN POEER NQ / Guard Roil PowerTower 10 • • �►` r '.M., " ,�r Unfenced Property - - - - - - - Telegraph or Telephone Pole 0 R.�,h,�a C►r d Er.�tnwt IM. S�l4S Right of Way Line DEPUTY STATE HI IONWMTERED mwBose or Survey Line , Marsh — — ' — - ~ N ET LENGTH 1 . 21 M I LES Traveled W - - - - - - -- - - `,. — •_.. — CIVIL ENItMrIEElI NQ s•>so � • •d ay --- - - - - - -- Railroad Tracks A ' IVT .4 O. dB Af//04 08029481101 t rs - -- - - - -- - - a. P. R. STATE ptmR L ►Rohm i "W DOW t -- -- DIV. No. !IR � CAF. S- SQ-69f�1) 2 MT. cou4m ROUTE sec. a T --- / Qe S.8d• 69S CR 21 -3411 Impro vemenm 04.. /Nv Southbound Northbound R/W .50' Minimum 50 Minimum -- - - -+ Q 72' -- /'MinimurrJ �z'i Type "8" .4spho/t CorLae to Isau rwrsa moo.s s ss Foy Sco/ Coot *d.04" Open Eroded Aspha# Concrete foy Seo/ Caot , • A! • t� I@ w 7 art/2rurTaere c?vKsaeae ee./2 /4' /4 / Min m m *oPro file Grade Dr Flottrr 15 d/ �, ca ♦ ° - D 6 7'loss 2 �4qyreya a Base S✓p + 5% e.4s D1►recfed By The I 62V95-4.62V95-4. TWudd-)ype A2 L'urb d Er�9ineer. 3a S/opt.4s Arerted By The En9vneer moo , -6, a _ i 6' 2 /8" Ca7sf Type X12 care S T A . 92 + 69. 2 3 TO STA. 98 + 00- 33 / iz / dr Fla Mer � 14 .Se- ��-� •� v :. STA. 101 + 75.31 TO STA. 125 + 90. 33 e D 04'Opp G�ded Asphalt eo1x-,rete On/y A " • . • ' Bctuleen Sto. JY+44- M Ste. 9.2 + 6.9. �_ . ° • 9. • TRANSITION STA. 98 + 00.33 TO STA. 99 + 00.00 TRANSITION STA. 99 + 55-OO TO STA- 101 + 75.31 TYPE A2 - 8( MODIFIED) CURE Scale /'-0" I ,Southbound Improvenxnt Northbound ff' I ' .50 Voriob/e 3, II Fog 5cv/ Cant 72 an ✓i Herta, II Cu.6 irrdc%f:'�d os Psi GGa.'¢? I aZf' Tsppe Br d2S' Type "B" .lsphia/t Caxrete I 0.25' Typo +8".!spho✓f Concrete Asphalt Concrete Fog Seo l � I o/t arxrete AV '�/ . -14 Coot Q Open Graded ./spho/t Con crele . •',, L1 Oppen !'roded A sph C Coot sX0 l,?' Fo Sego/ /2, /Minimum � l2' 12 S. S' •S' 3' /'Minirnun7 �o' • 4 , o l�:/Ol►' f/orfs^ 3 /.3 S S Cavt V/oriob/e Slope 0.67'C/oss 2, ie9ofe base - .. 'l -'4. • _.. O : .:1'•':•• o 0 o p o u • 00 . o �jo • off•. 000V t ' o • U04" o oG• 0000 �o •oV OOe oG•o o vo G 11,,<j- oo• •o0 o &.!0 • oe U •o •o•�� i o•o a 's Oo 'e G i•.G•• U • a . y Const. Type .4 2-8 (Mod) Curb o.67'cioss z Ag yregatc Base 0.67'C/oss z�99regofe Bose const. Type ,4,?-8(Mod.) Curb TYPICAL HALF SECTION OF .Y%S/ope As Di rec ted By The Enyincer Const Type B 2 Curb Com t Type B2 Curb .3% S/ape As Directed INTERSECTING STREETS 0r f/offer 0./7' Type�B".4spho/t Concrete Profile Grady B y The Engineer ��5; Sco% i; 3�0• / 7:/ Or F/o/ter A// /t Concrrte Areo3 Ot/er Than O�xn Gnode-d *;o6oIt Concrete Placed Over The Trove)ed STA. 99 + 00.00 T STA. 99 + 55,00 Zones W,?/ &parr AFoy 3eal Coat. Oriracn sr6ns Are Subject ro Tolernrves 4=4r fied '/n r1x stonobre �Accifico tions. I1 341perelevotion As Directed By The Engineer Rdy ,S'outhbound Ahrihbound O'AyinkMM 4(S'Minjmum DES/GN DESIONAT/ON /'Minirrrum 64 A. D. T. 096/) 3,000 D = A,1 /, I N N I A. D. T. //993 /Y a0 T = l/•4 A 0.25 Type B spho/t Concrete I A.N. V �19B3J /,9Z0 Y X MpA• I fog ,Sepl�Qot i D.0.4 Open graded 12 ' � ' 12' /.�'Aspholt Concrete Foy Seel Coot • � I'�linunum /.2 6.S' 3, Mae # Aygreyate Base Thicwness /s 0.e3' Pro file Grade / /' - 1. S % --� 3 /o -- Between Sta. + 00,00 Fj' Set?. lf/fB8 00 /• 0 Fla --• - _ - �.• ;.I,:. • •w• •r0 f• �Vo • i Z7j O•• Ov.•.•O •,•• `..-r • Co Q . oG • O 7.0 Z7 o OOH 000 • G • oQ CO • o � • O • u ! C, �J • o� o • • o G i • . o cs • s v • Oee i• i7 eV . C Q - e Cj ' o ,r. J% Slope,41 Directed By : The Enyinetr #D 67 C/ass 2 A yyrego}e Bose 1 `n' A -8 Moe Curb + STA151 + 88.00Const Type .l2-BKMod� CurbI L T STA. 12 5 9 0.3 3 TO . COR o 3 �AS Dri'ecte�d byTING Fng►r/eet' CORRECTIONS THIS SHEET /J% / Or Railer ARCH I BALD AVENUE T ONS ICROSS SEC TYPICAL Scole: l"' = 4 '- 0" Freept As Noted 0802948110 Dws NO. 22 2 0� 310 . 1 S. P. R. STATE FED[RAL ►ROJECT Nw >M[ET TOTAL DIV. NO. N0. iNEETS 7 CALIF. 3 %Y T N DIST. COUNTY ROUTE SEG "M S°EM V a0� S,Bd. 695 CR1 .5 3� lJ � V H a- hA�" COURW ENGINE[R "M ED CIVIL ►NEER ND. 6495 Vi BEGIN PPOLIECT � � 'J � � � DISTRICT ENGIN STRICT Vtll o 3 D a 4 �v 1?- 4.. f v V 6 �^ -v o- SfQ 8.9 QQ Maude Cooper Ada Ann Cooper ,� Q ;� Q v _ ww APPROVED LU a John E. Wiethoff OPW Graded PaVi/?9 On � Mod,) '�_ CITY�COVN PAO E [NOtMEER y Bey n rype Q2-v od,) J REGISTERED CIVIL ENGINEER ND. 6822 Cucamonga County Wa ter D►st, l0" Linc curb to, 93-t06 .� O Q Q uo South CoVi f. Gas Co. 4"N1 ut Pavement�'�Y1cct a � RAW fl Q Q Q �xiStinq Sta, 92 t G 9,23 Const. P. C C. Sidcwol R/�, .f w ! �. .. B8 _ 22 _ 2 -3 0'/075"W j4'� � — Impro✓cmcnt W S W W w op s Survey W P1017 " W rr) W_ ` \ � I C co on a \ \ Cohst Part/Z7/ Cross Gutter I Const. RC11740rctd Concrete u m q County Woter \ Dist. Sewer Linc �` \ C Sfructrue \ .5e e Sheef No. P for I , I Inferscctlon De toils Cucamonga County Water District \� \ Cucamon a Co. Water 9 Dist 24u Wafer Line p o � 4%. 3 n • tL - Y O t v 4, V a0 v a ¢ U to v = C_ x a, " — v A S B U I L T 0 10 M C-13 C,1 � i i vQ O OOV v_ a u V v r_ v U L v v Q` CORRECTIONS THIS SHEET C w w c rn Ii 3 c�l� N d v �i Ii o.3 a a v i RY v J 00 - - 00 /09S ' /095 /090 !08 - 1085 Of /080 --- - -- -- --- - 7 /0 75 33 23 Sheet % 83 YAC. �. 76 24 9 317 Dos 93 3 89 90 9/ 9Z 93 94 9S 9 6 No. ZZ 3 J 31 11111111MIM111 Rill III I AN�� II 7V + r r I i i 9 CA a i I I so .� ti h o � Mof� Ling Row 0 rQ ng e Tree s Con4. w � .4 wa In u+Treys I � I I Cons t-,54 ,4.C, pl EucJyptLkS ' i Sto, 108f85 14' Di rt- P.W, I Con-it, /2PC,C, �_ I c- Pr,C la 9 PC.C. D.W. OW I 0 � o Slob. S/o. 109 -*Z 4 — - ti. I Wotcr Meter of O � ce Sewer M34, PP- 0432493E I �'• Row ELtca Iyptus Tees O I � tin H I O water Ta 1 I n .) c D.W. ,Q n I i ---- o" Cont, Row Eucalylpfus Trees nr PV.*454 Z51 E Frame Ga rage a s C I I o Row 5 Oro n9e Trees G I I Fire Hydrant I . (P 11 1111HI 111 1111111 11PP#43Z494E O I I 00 Woter Mefer I _ _ Frdme House w4/ PC.0 Walk — 3-Umbrella q I-Frui t rrce Frome Nouse j �l *ter Valve 9'Dirf DW w/P. C,C. Approach - c�, Place Type A A.C.D;Ae NJ•i) i I I Pi */Gig n Gas Main I I�h - '� Water Valves I I I I 1 I I Pe 9 U I i > -_. --- weirs and Valve4 8 PC.C. a-pe End Orange �w'Euc o ce s j I _ - s-Ir... Row 8 Capstands P-4. _ -- 6,� V1l�tcr v ve Sewer: _.�1, ooven Wire Fence _ /y N' III I I I I Fire Hydrant,Weir5tand4Water Ualve5 _-- _ _ _- - `� STA.112+52.27 �� 5 I I I I I F -i I V Dirt Dw info School COn51. 28�i�CC, ���J� 1�c ��O t 6 1 P, P#432495E 514. //2�7/ `� I < I - 2Watcr Valves I ap 1 ' ► ; I ; , I l i I � � � I � �I 2 Rows EucolyPtusCortt. ti� I I I j I I I 50 ' u Nit i I , I � ► I I I ► SII o �. I � r- to `- I I I X11 j Ij li t I Cn b U ti. rN Chafn u► O li ! i Ij I i � N � I � n ! I I Dirt DW Coast. 21 C,C, DliY ` I I 5 P,C.0"Wa K cc 5to, /151100 4-Fir I-Elm Tree o i o I 0 j i t I II i p o � o Pavement r Rlrkin lot � ° n a� I P t fo g Coast. 34 p,C;C, D/�Y I o S 51a. 116 03 . j PP ' 7 6 $ 6 j 5ewer M.H. „ 113 ZZE - I Z ! I I o 3-Rr Trees I o I I fi LP .o I I r In. o I � PP 432498L= I I o Uasyalvc v I I a W0 ( O Consf, ,34 P.C,'C, D/yY A,C. D.W. ----- - - �to, 1/8t 7.57 ' Ydater Valve � I Chain Li k Fence i bw ElmsI - 6" Conc. Pipe Conc. BI K, HousingZvlafer Mkl'ers i ( � RL. End 2 Rows Eucalyptus Fi i� Nzdmnr '� �' I3-Wa fe r Va I ve s cWatrValves Cast /4A.C. D//�Y I�owEucalyptus 53 '613'5E 3 E Sfo, H9-0-41 i - � Sto, James A.lNN(more, Jr. Nancy R. Whi temore I K'ow E Ica' pfu S Cont, R/-. I Edward V. 1i 1ef fuer 4 Lela 0- kf%er �5_f /5 Pcc. _DiW Sto, /l 9-0-82 Scwcr 1✓1,H, IVlotch Linc 5' y^ u ti- t.n 3 � b N W o CA• j .�. V PIP R f CA C I I I 11 O I 2 �J 1 QPZ 0 ' r'• rn O i _ N n m A A • � .o \n QOD! Na =mom • Ewq. • a ' ' I1 � . .� .• � w A � e� I � r r • �� _���� .• . ' M � r �/ � - •.fl - .-•. � air � _sit AP LE SONOW INOMMONray �z •� �p - _ . `— - - - • � ♦ / i� v `�� . . • • wd AP • • s • ami 0'r0111% u s�A J ANI. liei�ii�.r.� ri�:r�c.�i���"i���a����� ��a�■��■����������a��aa�■�� ��i�� ���■���a�������.�����■���a■����■��������■���■■a���•��a��������������_w�v���wra.���ww�w�w�...����������a•�a■.a.�a•��������a��������� �� ���a■■�����a�■����r���■������a■����������a��a���� �:����� ��_ �_��r,�ie�iicti■r��r/r•�.�►-��ai�•�i•����i��u����■����_�_���w���1�rr�i�r�.�:-�.a�■����a�������■�� �■��a■� o-�t1.f� CA a N \�_ M J1 ` \ �3 I blotch Line, ! �, Row Fuca Iyp to s cor f, ROW 10 Ca ps tonds 0 0 0 n (Sop stand 4 5 tand�i'pe /0' fl End aronge Trees Row Euca I tus Trccs Gon f, R - o Row Capstords Wboven W��Fence`"/Gaf'e I M _F14, Dirt DW — L� ► Riser In 36 PCC, Stand Const. 34' P.C.C. 4?1W, Na,N fol �Sto, /,g2f,58 YI'. Fence j Begin Row Frult Frees s - Patricia T. Hit in DW ,o m , Corot, 12',44 DIW Cons - 12'A, 1W S ' i I o I I Stn, l33 t/8 _ 11 PPO 447 377 E 3 I Wooden ai I �.� R Fence -o r= I I �; 0 5ewe r W,H, N F-- o AL o I II II I � , I Con5t. 12 A.C', DIW .5tc, 134 f-,55" _ R4. S ta, 194;o. 78 PP�447 378E �'j I End B.W, Fence I �. �- -� V Iv i Begm Chain Link Fence I �.y o 3 Water a Vl�5 Pi pe Va I v e , I Col7st. 14'A,C, D/JN --- -- n p Ra�u4 F�i�m Trecs A.C, D,W, -- - - ' Sto, 135 t 72 a, N i I Water Tap D o Fire Nydran+ tNa ter Mc to Bc In Zen Wire Fcnce I � o u' I I II I I I g PP�H7697Y I m + j i � I � I � ; ! ; ! I ! ( � I I • ISI I i I Water Tap tI I ! ° I ! I III I I r Ga 5 PI PC Va Ive �w I II � II - I a II I End Cham Link Fence I I jI I I ! I I I ' j ' Const 12'A,C, O/W 5ta. /3G + 7S I ; I �I�j - Begin 5idcwallC t� PP#I 137879E -o- P.L. p P Guy W�rc I ' I Wooden Dont. Row Fruit Trecs 0o r1 Fence i I I I I � ! � I I O SidcwalK I I r Ferre � I contDont. oven Wi e Nw �PC.C, Headwall I I ! t O li I I n w I I Io I I I S I I I I I I I � I \ oo . St u,,cco Nouse PC.C,StdewQl � / K I I I I I I v s Stum s Serol) El I m zy kh cf M,P, I I PP* 447 380E O �•. — O 30'x!8" C,MR, �' A .�w�ST s�d ` o A , 13 3618 Devon, St End Row fruit Trecs II �" P.C,C, GutfersA rons DI.s n '( ---- Sewer M.H. P \ I ; I I I ZcuPstands � 0 I I End Wboye � Wire fence /0 �r I��r. Box 5-5tandpipes4I-WatcrValve P,�, Wot h I Stucco gouse�Gct e • � ' I I PP#H96611( o q n n � f� �� 2-1Nafcr Meter II I ( I I I 77 0 777; _ �" � � o� =1 L1 J ! I n cn cn C � 5 w �-, �•- o , -�. tucco Nouse /PC.0 5dewal K l I ( I I O p Z, ��• I I 4 V� i l j ( � I O Water Vlcf r Tap o I r% Oo ; - 8' Dirt' DIW3'+ I :� I j I Fire Hydrant ` I I `^ F►�ame House W/`PCC, 5iciewaI K * I I G t P.P. 694066E I as Mc car Z- sewer Vbnholes � Guy Pole i Wire .� PC,C. 6u fi cry -- — �- - I I Z- Water Meters, 2-Wa c � � Y r aVs —W I Pint � ElmTree i I I 5tA, 14618- Oevori St - Sewer M H, � I I T_ _ I _ _ �StU.cco HouSc`"/PC.C. Wal K � � i I ; I i I I — tn. • Oco- I I I I I , p ,a � •- �' ��k6as Stucco Nouse o EMeter i ,o � ' � rec Co.Water Dist', Fram House*/Pc,C, Walk Cucomon a ' � Sewer L►ne Wafer kleTcr 4 Gas Meter PTL. I o y PPO 5R85o ma ClulIa - t 8 D I Q � 2 Wa cr 1�lctcrs J'Elm Trees (Z) con$/, 14 PICC, D/ I I FLm Trce Frame House Sto,/42tZG _ � o -- _ ! A,C, D.W P� Sfiucco House's/P,C,C, Wal K �. Cons f 13'PC,C, DIW I - Pc.C, Slab Gravel DW ,54a, /42 -t5Z �, I o wood Meter Z Elm Trccs-I Ora nge I rmFence Ernest Buff �I I 5tucCO Nouse W/RC.C, W4I K Water Meter I—— Ito I A,C, Dw �P,C.C, Carpo�r t Slab — ev v, I Yater *kr Arra Mimi Donieri NON Siucco House- PC.C, Porch I I cons f /2'P,C,C, D/X/Sta. /43 t04 I I 2 V�%cte c r Meters Lola Schaedler Colornbero I I ,I =_ 5u r-to House w/PC,c. Wa I I _ 2 l� III E Im ���I,m Trees P P 4809 ES 4as Meter \ I I I I Match Linc 1NQod Fence ill CC I I �. I r�r cn I i I I � j �y c ► , sm iI ivny, A Q ' 1 v I' \ I < A 1 C Q _ O r . C = q (7 U c I v u ; � i � l � I ► III I M_ N 19 M I �D' O I I - \V\ Ch m Zz I I z O zl v o� V Q 0 Q3LNx 0 ' __, H f i ca I? Z�z ti � , 3 O QS �p p I I II ► I , I k I I , I I I it I Ln � I I � t I I ' 5' Const. lZ'P.C.C- D/W Sto, 14¢ f02 Mofch_Line � P.C.C. Ribbon D.W. Water Vcter�Tap P,L, — Cons/. 13R,C.C. 0/yam _ I A.C. DIN. o I Elm Tice Stucco Houk W/Pc.C, Porch -43 i I Wd 11111 11 i Id Hil IN111 I Elm Tree Edouard N,Cattell4 c, 1 — Stucco Housc W/P.CC, Walk Nancy CattellPL I ° 1 Scorer M.N. I � I I-Plum I-Palm Trce I - Ornnge Tree Fi9Trce4tCapstand 1 ICort, /2'P,CCD/W — o PC.C. Curb, Dirt b W I 5to144 t 9� — Frame House w/PCCWal K�51a bArthur Ayala wil ie Aola L ?rc�54 Z-Elm Tree-5 ! 1 Fire Nydra�,t PL.- I �7zCq�n,5t Hedge Fencr �' I-Pal m Trec erMercrS EuSebio Valli - C.C. Curb 4 _ l4_�1.C, D/W I I I 5 uce0 House W�P,C,C,WeI k ! - Gravel DW P, 588601 E I Sto, l44 t 3S i Modda lens Val l i 11 I Gas P,ppee 12 wlater Taps Const, 12 'PC,C lJ AC DW, Z Frut recs in St I A I 4-EIm41_Ma nol aTme� RL, N I I I I I I Stucco Hou-9cw/P.CC.Wa I K Pbr'h Ra i I Fence I I I I - i" Et}ore '� Annie o Natcr Meters u v ► t I I I I I I ! I ' I ! ! wafer Meter live Z amro s so I I I _ �L I � - w 1 I I I ! I I ! C — — a Stucco Houw /PCC, Wal K, �4.C, DW Fhrk► r9 Area Con 4 :D/11' _ I 1-Elms, l-Palm Tree 5 a, / 5/ I Gas Mctcr t l ( ► P.C.c,Curb under CMIn UnK Fence ,P. i I I I I I j Ac Q.W, Sebastwno Servctti — — - - �I� Gas tv�tcr 4 I I I I I I I w a w v I I I ! I ! Stucco House 1P,C.C, Wall( I ( Stucco House /PC•C. WaIK 5-ElmOI-Palm Trcc I I� — '�'�'' I o Water Tap •p s� I , I I _ i CGr7s,M4 P.CZ D/W water Mct-er�'Tap Stu/4G t-B4 I I s i # Z-EI m Tree ► , I II I I P,P. 588606E -- -� 5 — Cham UnK Fcrxc 5ct in PC,C, ► � I J Stucco Hous t co e SII I SII ilr ; l ►, I ( � r. I Stucco Hous c w/P.C',C,Wa I K q Porch II II i � i II ' II ! 3 E1mTrccS � I Dominico Acossano li I c�► I C„ End Rai I Fence I I I I I I I I I I I I I I I I I I Caterina Acossano �^ I End Chain link Fence /yV / �'r _ End Sidewalk II ; I I ' ii PC.G.Guttcr I Sewer M,N, I ( I I I I i I Z-ltilater VctIYcS ►✓ W _ / 2 Water Volves Ho m p sh r re St. I - - - �— _ STA, 14 8+G 1.97 , --- - Nampsh�rc St, p, Ik� � kil PP#1137878E Gu YVirc R/W W 1 � I � y Begin Ditch . v Leonard Cut i Begin Ditch �' I I Di d ul �, I I _ ^ ^ n 9 CP ana Cutin i Petro Cima N N- 4A. I� � v �, n coo 3 Stecl Pipe Q � Ip „ o 4-6 5tccl Plpc o i ; ► I � I II , � o � � � d ► I P,C,C, HmJwbll Culvert Box ► P,P# 10Z 9052 E w ter Valve �O PP* 1029051E 2 G Wins I I I I Const 20 A, C, AlIC - _-- ✓�w� N �y -I ► a,c, AIIcY Sto. 1.5; f PC.C, Hca�wal t I I I I j P,,L, o Z4' RC. P iP,C.C, Slab BanK Of America, I' � Stec? S*4Posts In P, C.C, ! I Const. 34'A.C. DIN !' + • i 5to. lSo+GS j w P.P*588604E IM � l PC.C. Slab(T'r, l i h f S ,Pact ► G\ Pavcd Arca q > > II P P t H 9 253Y OP-4(,95 I i I ll Manhole -va ,it Cost 34'�l,C_D/Ifs l i Sto. /5/t 15 � ! � i a Water Meter PC.C. Slab � Gas Flt I1 P�'pcs \ I ra f f�� Sagnal in P.C,C, BaSe ._ Q ___ _ R�� Traffic 5iq,� Gontro) In P.C.0 n `, A STA,I5Z+31. 90-Foothill Blvd. �� ^ - �A cC •,. �' cA t,, oo 0 5ewcr o E rb C o� n 0 1' Exist, Curb P CC.StidewalK Mist Cu 4 P. C.5idcr�tlK � _ s _ w 7" Dia.5tcc1 Traffic Siq nal 4"Dia Steel.Traffic pole S o o�- = s P.C.0 Traffic Sinal Box, ZP.C.C. Tr(l(( c Sigrw�501DAA C.0 n 11 Tel, M.H. �,,, Fisc hydrant, 4x 3 5 C,C n Water TQp , PP, I 4x 3 P,C.C, DI, Conc. Bldg, o Conc. Bldg. I A � o el Oy �A U -t N ` z 11 es Q3 M O 0 II all I O ► i b�I C I N � ► • n I ` ) y U _ � z z yr B. P. R. STATE FEDERAL PROJECT Na SNEET TOTAL DIV. NO. /� q) No. SHEETS 7 CALIF. ,S'- S6-v 90-(// 9 DIST. COUNTY I ROUTE SEC. SH TOTAL No. sl+ecrs Oe 15. 8d. 169f C R 9 X3(0 COUNTY ENGINEER REGIS kEDT.IVIL ENGINEER NO. 8495 DISTRICT ENGINEER DISTRICT VIII (• APPROVED �Vd6 - -- Q - — CITY&COUN ROJECTS ENGIN R REGISCIVIL ENGINEER NO. 6 5 Z Z J v � QC �► `� L e 01W 94 Sta. 94 f O S' 5a , op �6' _--• fir, -o a o Curb Curve Do to 901,21?1 00 a L = 99. 43 Q I v° s� I C.R 19'Z t. t Acoaio Sto. O f 6/.28 1 a /i/.* --/' -/o i.;SS 7�r✓d r�onfio�is /� Meet E-xi5fin9 Curb L t it Imp. S'ta, 93106 III 93 - II I C0r751 Cross Gu fter - - - - - �4co�io Pa. Ot00 = III _ N.89°27'4S"E- i 0, Imp, Sto, .92o-&S',5,7= III poo St /B 'L t, Sur Sto. 9z>F8�"69 . IN .- - - - III Exist, E.C. R. 18' Rt 4- Acacia CUf Povemen- �' R/W Meet E,risfin.9 I I Cut Exist. Pvmt. Sto. l t 50 It Imp, Sto, 92100 III I Meet Exisfiny PQvemen3to. /t 70 it I I� �I III di � I II III III ul I � III o 9z 0 0 o c a i AS BUILT BY. .... L V IWCORRECTIONS THIS SHEET INTERSECTIONDETAILS ACACIA STREET MAL 9. P R . STATE FEDERAL PROJECT No Nps SHEETS 7 CALIF. DIST. COUNTY ROUTE SEC. �� sNtm Imp. sto. R9 .1- �Z- D8 sad. 69s CR /0 1,-?6v- �Jmp. S to. \ COUNTY ElIdIAER ED CIVI ENGINEER NO. 8499 102 �Aj aC - ► t. DISTRICT ENGIN DISTRICT VI11 APPROVED Proposed Possiny 71-acA - CITY i COUNTY PROJEC EN ER REGIS The A. T S.F. Ry -Co, REO CIVIL ENGINEER NO. 6 S Z 2 �' . it Mo in Tra cif - - — V-) Curb Return Doto; /?= z0,o0' I Sfo. X07 N I End Curb � Imp Sto. 99*/0 Lt Rt, r, Mee f Exist t 8'b W Va- 4 z 7. 77 4 . 89 'Z9, /3 I 5 Pt In Curb Sfo. 99*00 - E Tz' lz 7 Curb RefUrJ+7 Dofa A E.C. Curve 4 -/6./6' Rf, 8'6 w Sto. �t�6. 99 - 3/,.24 I O = 0, u R/W I I R zo 0 P/o e O. 71 d = 90°07'/7" * /0 ' /-5 Minimum C/eoronce .4t 1719H Ei h th Cvt Porn t 8 W E C'�irv� , O6/.�3"R.�'P AC. D Me On = T 20. 04 An /e To t Roil ro o d Tro c If west Sto. Ft 6,2. 0 7 ---`'� E.C. 8 Gt/ Sto. �f 6z.O 7 ! f- o /� , g St _ _ _ S 89 46 �S E. 8 .S`f: Aecar� ti _ �. y-6 Coast T pe A�-8 (1wad.) Curb "5 t' Type Mom �s r'` "° Cahsf. Type A,2-8(Mod) Curb o curve �, N y r82 C rb R W -? y F ( B 'R t � / �� I X6. 00 f Imo S a. 98 4Z 4S 201 ft 8 E Sto. 4 f-.Z7, 77 IP , B,C.R. �6 00'1 f, otImp, Sfo, 99 419.7 PRC'C, 1tW E.6.R. Z2 DD Rt. Ig B�h W. Sto, D Stc, 98 SO Le Imp. Sta, 99o-4/,,57 it 8 E, Sfo, 0 ts6, 0 9 /?/U/ c I I / QBE to. 1,040 °49'45"Gt/ °` 5.89°•�6'4y e Eiyh/h St, Easf /4' /4' J,2� Meet Exist Pvr,�f n ,T E Place Type "�1C D i lie StG. / 60 yP P/oce Type "A"Q C. Dike II , R/W Curve # l Doto.' .C.R. 2200`Lt �t8A W Sfo. Meet Exist 44,r61 R = 300 ' B. R. 36.04 'L t. Imp �� ECJ? v 00' Rt. d = z9°zS' Z3" SAO. 97 S8, 8 ' E Sta. o ISD,z9 T = 78, 77' I c L = /54a6 Curb Return Do to, B.C.R �6.DD 'Rt. Curve WZ R = 3D0' T = ,ZD.DD ' s Curb Return OGfci: 5 " T = 77. 6 7 ' Scale •20' /7= '20'00 Im , Arch. Sfo. L = 1.52. O/' /80U2t I Sur, Arch. Sto. 98 t 00. 0 9 T=z0,/4' ? 8 St 571-0744 0 0. UO Curve -11 Data: �e E/sem jtruC, r R = 4/3 3/' Sfa. 9708 o 68. 00' Lt.dTmp. Sto, 97,47.62 N,I R el I Const Type AZ-B031od) Curb - 209. 42 ' Const Rein forced 101 Curve 04 Data, Concrete Structure /o' /z' /4' t / " l i R ,266. Sl 4 = ,29°o/'S30' = 68 , •. Fps �Qi eco �� lr0� �-� .h _ A.C. T , 9S Sta. 96 t67 L = /34. 94' / Meet &45 tiny .Sfruc/are A � 3 S BUILT Cost. Reinforced CORRECTIONS THIS SHEET LILj Concrete Sfruc tore AY1� J ..,c !° o ° INTERSECTION DETAILS y i EIGHTH STREET V J oc Q � Dwco No. 22 oo 36 B. P. R. STATE FEDERAL PROJECT No. SHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. S-S 6-6 DIST. COUNTY ROUTE SEC. SHEET TOTAL No. SHEETS Q� 5,Lad, 69s 09 COUNTY ENGINEER REGIS ED CIVIL ENGINEER NO. 8 4 9 5 _ Sco/e l 20 / DISTRICT ENGINEER— STRICT VIII � 8 APPROVED CITY i CZUN�irf PRO ECTGINEER _ GISTERED CIVIL ENGINEER NO. 6522 �t Imp. Arch. Sfo. W 7f 3/= Sta. /0/ 17,. 07 = V) 0 M4in Sfo, 0'06 vo 50' Q A W _ 9e91n Curb t Imp. Sto. 99+6O Lt f RI. v� . R/W R.C.p ConSfSpeciol In/et Const In/ef � re)175 rype .4.2 Mo Cur b E. r.W. 4 Pt. In Curb Sto. 99ts5 � A �Cf'/ 18 �4L � AVENUE 4ev"gP -e Imp. -5o 99+48 � � � /00100 Const. T pe D,2 Curb /D/ADD OF /0 f00 /03100 Improvement Z imp, Sto. /O/tD.Z N. 0 °/D 'l5"W. t 5urvey 1�IM)a 514. 991.70.3.2 I ( Const`. T p� X2-8 �Mod,�Curb Cast Cross Gutter _ it I'MR, Sto. 99�34.3.Z _—� f� Const In/e� B.69, 36.00' At Imp, Sto. /4Z*.Zz. 43 a E, rw _ P/oce ,24"A.C.P. , �s� ��' Place 0.17'.4.G. Const. type .4 =81�Mo .� Curb Meet E•rist Sfrza, re R/W �,ap Const. /�ein�'orced I � � Exisfirny 5id6,wo/ v � fs To Remain Concre/e S/rucfure L �p q o Q s4. s6 R/ 4e IMP, 5t-a, 142 t to. 4 �o E.C R 2,?.00 ' Z t, Moi n SAO. 0061.09 C3 , CR, 36.DO' Rt >>E Imp. S3�a, /o/1,28.�� End PQvi�9 Sfa, !Oz t G 0 P- 00 D it Main Sfo. D f 60. 9/ � Curb 9efurn Do fo . _900,06 ' 4 7" T_ .25U5 V Curb Return Oota.' o F?=.?S ' L : 59. 22' _ 1� *lair? Sto, IA f F Mee>< E-xis f. Pvmf � Main Sfo. /�7f I I I 3 ac � AS B �"ft CORRECTIONS 'I•N'S SHEAT DETAILS INTERSECTION MAIC{ STREET pw G. No. 22 CT ab STATE FEDERAL PROJECT Na SHEET TOTAL Div. NO. Ne. SHEETS CALIF. S- SG 695(�J /Z 3�0 DIST. COUNTY RAUEE No.SEC. SNo. TOTAL SNtETS 061 sae 69,5- 1 CR 1 /2 1,3l0 COUNTY ENGINEER REGI ED CIVIL ENGINEER NO. 8 4 DISTRICT ENGINEER DISTRICT Vlli W `U APPROVED-� Zh v CITY E CWNTY OJECTS ENGI?/ ER jREGISTERED CIVIL ENGINEER NO, 6522 3CO49 l"2 ,20Y N Cutb /?eturn Do fo . `� �o T - ,2S OSS EQ. _ /D. 98' f Su r Arch. 510- , /OS f 8� 07= O L - ?9 Fera r� S to. Ot D O. D D o Cons f In l e t O' SD' P B. C. R. �6.00 'Rt. Im , Sto. /D6 43 Ploe-e .?4v 0 M. P. A '4 t. t Fero h 5Ya. O o / /0 1 O �s� I S 'A, C. D W _ I _ Cul EXist Pvmt S to. 106 t OO o ( I c t Feron Sto. It 6/ XA /f00 S.89�X6'4 S E t Feron Scree t �► I I 1 .00 ' Rtt Feroh Ot6U.po i Meet E,rist l ( ` s Ferorn Sto, a o `^ 4, G, ef R ?6, DO 'R t Imo, Sto. /O S J?7. 45 ~ Cons f Du f/et c 00 I Place 6" Stee/ Pipe o . Curb fief urn Data; fl= ;�5 '04. 9S' = 79. 22 ' z � AS BUILT Q NO CORRECTIONS THIS SHEET _ m 1 E TIDETAILSINTERS � FERON T R EET W 2 a J B. P. R. STATE FEDERAL PROJECT No. 3mEET TOTAL DIV. NO. me. SHEETS 7 CALIF. DIST. COUNTY I ROUTE t SEC. SHEET TOTAL Ne. fHtETf 0� S. Bd 695 CR /3 36 0 , jAi e, COUNTY ENGINEER REGISTERED CIVIL ENGINEER NO, 8 4-9 5 q 1 DISTRICT ENGINEER DISTRICT VIII L a APPROVED CITY i COON PRO ECT GINEER REGISTERED CIVIL ENGINEER NO. 6822 5' V SO' S Curb Curve Data; J R= zf I I � ` t I -� e _- 90°32' /3 36 T = 1 141 14 �D l,2 a Sur. St4. 112 t 64. 38 � o ?6.00'L f. it Imp. Sto. l/2 4- 99 09 v o S0.00'Lt it Imp, SAo. //3�-OS 52 O S/a. //z t SZ, Z 7 = .Z�9.8� « it Imp. 5fla //,fit 8G 46 E C. R V 00 R/ ete. 9tb Sf, Sfa, DA 6/,00 EQ= 5 00 ZX Le Sur. 5to, //,2 f V. 0 9 = 70 e 4OnSf 9� 5t. SA7. 0;0-0000. I I _ Z8' PCC. D/W 5.89��9'�l`"W Survr Sto. lZe 7/ N/r�fh Sfreet - - Meef E-XiSf Avmf 99-t Sto 240 ��0a 0 it Const Sfa 06/.42 � L P/ae-e Type ;4" A. C. Dile � J 70.O,Z'Lt. itImp. Sto. /!2 f /8. 99 C' I h 239.87'Lt it Imp Sto, llz f /8. 3/ � 0 � 9-th St. Sto. Of6/.42 50.00'Lt Imp. Sto. 111�99,07 Q 8.C. R. 36. 00 ' L t. it Imp. Sta. //,2 t 04, 54 C. C o/w -o h Sta. II/ 4d4 o Curb Curve Data: o 0 R_2' 7104 - 90 00 '00 T 2,171 , a �a j Q � Q AS L T 3�_ F BY V NO CORRECtfON§THIQ11- S � Q 0INTERSECTION DETAIL gth STREET Dw& No. Z2. 3 a; 3r a. P. R. STATE FEDERAL PROJECT No. SHEET TOTAL DIV. NO. Na SHEETS 7 CALIF. ,5'-S�r69S �T) l4 S6 -f. C DIST. COUNTY I ROUTE I SEC. SHEET I STOTATL! �, 08 S Bd 1 ,69f I OR 114 1,36 nno s a j COUNTY ENGINES IS ST REb CIVIL ENGINEER NO. 8495 V 4w DISTRICT ENGINEER RIOT Vlll Aemrffj,,r,7 "? APPROVED 4'' _ ,/ /+ CITY�TY PROAL ENGINEER A.(.. D/W REGISTERED CIVIL ENGINEER NO. 6522 !t 107p. Std. /2 7t2-3. 9,7 Curb Curve OG fa: � Cor�sf T e A,2-8 Mad. Curb , 92' Type d = 9l°08 '4+" Coast Type 42-B+Mod,) Curb S«/e: O L = 39. 77 ' Cons+ In/etoor �-_�r-# • � I J} � Place A. C. Curb Curve ho lo Const Inlet-, 0 0\ B. C. R -?2'L t. t Imp. 5t0. 1261-,39 49 oo d = 89°3S� ,1z„ �S l)0'It it Irapa Sta. /,�6t 4 7. 63 � z 34'A. C. D1141 _ 24. 8,Z y19 09 � Imp. Sto. /,26 t 6/. 9.7,ZZ'Rt. Const. 9/a, D�57. 95 4S 00' Rt. � Imp. Sta. /26 t 4 5. 96 64 OZ'L t, 4 Imp. Sto. 126427 56 , 8. A. C. � Imp. St4. 1,z6 4 36. 93 Place A. C. Const Sta. O i+6.6 7 ,22 S,3S' Rt, 4 Imp. 5Y'a. /26+.2 4.68 //4,/8'L t it Imo, Sto. /26 t/8, �,6 Const 6" Coss 'B P, C C. 4p prooch 22,5 28 Rt. � Imp. Sto. 126 14.66 - - - - - - - End Slob Std, 1*46 E. P oce /ice FP. - - - - - - - - - - - - - - - - - Rlw t Survey200 1 ,,C O . _ Const. Inlet P p 24 C.M 65 29' Rt. t Imp. Sto. 126 t 258/ Arrocu Rte. Sta. ,2+0f o Surve _ S. 89 SS /5 E. y S,4910,9'0 SD 'l 5" W, Const �.J, B. `� I -t Sur. �ta. /,26* 04. D t Mee t Exist PvrnS Z 00 Meet Exist, Pvmt. ot Arrow Rte, Sto, /t95 — — S.8904Sz7E, 1100 Canst. �T Cot Pvmt it Arrow Rfe. 3to. P90 R�w o. l2 76.0 � Cons t /t o0 Cut Pvrnk � 'A« A 0, pike i") teArrow Rte. Sto, .tOQ Arro of Rte S'to. /t 0 pl o Ce T pe f�/GV ,Z24 96_'Lt. At Imp, Sta. l?St 84. 7T E, P, Imp. Sta. l,?S t 90. 33 - - ��' ,Z�4 99 Rt ImP, Sto. l?S� 7!. 57 EQ. = ,00 L t. it Sur Sto. 125+90, l5 = 70.00' Rt, � -Imp. Sta. /,?S t 57. A5 It Arrocu Rte. Sto, Of00 I E.C. R ,Z2'Rt it Const. Sto. Of6/.Y4 69. 95 /t ImP Sta. l2S-f 62.,?9 /o z lit l4 /2 /D B.C. R. �6'Rf -t Imp. Sta. 125 v, 42,89 :�C. R. 22'ZX it Lonst Ro. Of60. 07 50.00 'Rt �9Imp, Sto. /ZS t X7. 9/ 50,00'L t it Imp. Sto, l 2 5 f 4 2. 23 0 0 o o Curb Curve Dota . B.C. R 36' L t. Imo. Sto. 1B W 4.SfI Const, Ouf f O i Const. Duf/et o Curb Curve Dota' T= ,?4, SO I PI o ce e's Pam G Gd L - Yd. 77 ' Place 6" Stec/ Pipe — 6„Steel Pipe d _ 90°24 '4,9” W I T- 225 /9 ' NConst Type A 2-cf(Mod) curb 36 36 Const Type A Z-Bt1Mod.) Curb 1 jam' S0' j AS BUILT Q CORRECTIONS THIS SHEET C. " INTERSECTIONDETAILS C/) ARROWROUTE Dwis No. 2,2.. 14 J 3b S. P. R. STATE FEDERAL PROJECT ZNEET TOTAL N0. DIV. NO. Ne. SHEETS 1 CALIF. S'-SG69S(�� /'�7 �l0 DIST. COUNTY I ROUTE I SEC. SHEET TOTAL No. SMELTS 08 S.Bd 69S I CR I If t 34/0 COUNTY ENGINEER R GIST D CIV( ENGINEER NO. 8 49 5 DISTRICT ENGINEER (STRICT VIII SCG le "-z0/ APPROVED CITY i COUNTY ROJECT GINEER EGISTERED CIVIL ENGINEER NO.6522 l CA C . IZ Q, Curd Curve Do to Curb Curve Data: Cut 'Meet Existing R _32.00 ' III t Devon Sta, Of-9S' 4 - 9'D'00 //,f d = 89°S9'4S" f; I o °� T _3,2.DO Imp. Sta. 140 f 80. 76 = III L SD. z7 Lt Sur Sta. - = LeDe van E Sto. O t 00 EC.R. /8. 00' L t. t Devon Sta. 0 64. 00 E.C. R ie.DO'Rt ? Devon Sta. 01164 00 Const. P, CC. Sid euua 1 k Const P. C. C. Sidecualk B.C. R. ??.00' L t. t Imp. Sta. 137+ 86.36 RAN/ B.C.R. ?2 00 'Z t it Im . Stu. 138 86.36 I _ _ _ _ Existing Sidewalk — — — -Exist_n9 Sidew_ a_Ar To RernoinIn Ploce C ons t. T yp e A,Z-8(Mod Curb To Remain In Place Const Cross Gut ter N.0�09'.�S"W. 138 t00 /39,400 _ 140'L 00 /4/-1 00 _ I _ ;^ Imp ro vemen t ARCKBALD AVENUE _ _ _ - — t Survey E T. w. Const Type Az-8(M d,� Curb B. C. R. 3,?. 00' Rt Imp. St4. 140-1,Y0. 76 Const. Cross Gutter °o P/oce 6" Steel Pipe Place ,24" CMP. Const. J.B. � 4' R�yy Const Out/et �. Ploce,24"C'M.P D % B. C. R. 3,?.DO' 19t. t Imp. Sta. 14/*30. 76 R/W 4S 00'9t t Imp. Sta, 139-107, 9/ Imp. SM. J. B. I I E.C. R. &0d ' It Lt Devon Sta. e464-610 EGZ• 5.00 L t. qt- Sur, Sta. 13,t 36. /9 E. C,R 18 00 fat it- Devon SM. 0-164-0 Deva n W. Sta. 0 f 04 30' 30' it Exi5f z9"x 18" Curb Curve Data,, P Arch. I I C Curb Curve Data : M ' I I R=3z.00 ' R= 3z.00a End L'urb it Devon o d _ 90 DO 00 d = 90°oo 'Do t II r 32a T = 32 461 ' Sto 0 88 I L = S0. ,Z7' III III Cut Meet Exisfin I III 9 B I T III t Devon Sto, 07 TIONS THIS ET a A S U I T Y NO CORRECTIONS THIS SHEET . �o INTERSECTION DE ILEA STREET SWEST DEVON � o s GDwNo. 21 iso; 36 8. SHT DIVP R. STATE FEDERAL PROJECT N9. } E STHM 1 CALIF. S'- S('i-6 9S f/ I6 I 3:p DIST. COUNTY ROUTE SEC. sHFI T TOTAL No. sJt[E7s 08 S,ee 69S C ffl �6 3� �\ • �Y� COUNTY ENGINEER REGIS PRED CIVIL ENGINEER No. 8495 \\� Scale l// - ZO ' DISTRICT ENGINEER TRICT Vlll APPROVED Homoshire Curve Data; 710 \\ Curb Curve Oo to. R= 194666 ' . \ — \ A Z v CITY i COUNTY OJECTS INEER \\ / �"- REGISTERED CIVIL ENGINEER NO. G 5 Z Z T= 25 /2 // _ Curb Return Oo to, o L = 49. 97' Lj�l �\ \ T ,?9. 63� R = 32 ' � L = X7. 8/ r \ �� a = 90°00'00" \ T = 32. 00' Cut �Reef Existing ` \ L = 50. 17 it 90mpshire Sto. 0,4 9S 00CN I�JI Curb Curve Do to1 , ��1 � � C. R. R 3,� , 3 D \�/ E 64.00'L t. e Imp. Sto. /Sl�94, 09 - � I A 97° ,21'S3" Cuf Pvrnt ¢' E.C. R. /9,00 Rt, ItHomp. Sta. Ot60. /8 7= 36,.40 5 eet 1-Xi st, 0+4S 03 B.C.'R. 3100'L t ImP Sto. l5/f 5,?. 0& �'?0 4500 !f 9- Im . Sto. 149 4 /,?.08 E C.'R. l8,00'Z t it Hom . Sta. 0 o.70. 4 l °� B. ,? D' f f , B, C. R. 3z.00 Lt -9 fmp. Sto. 149+ll. 40 ,Q Const Duf/et P C fI 3 ,D L it Imp, sta. /48 /0.90 `� �e R/W _ - Exist. Sidecuo/k To Remoin \eon5l Type w-g(ood) Curb Ploce 6'' Steel Pipe I� P/oce — —— — — `�- — — _ _ P Const, Cross GufterI ?o/off p " Const Junction � Box I � ImP St4. 1524 31. 08= Const. F. C, C. Si de wo lh � 00 ' L t it Sur Sto, /S,Z t Yl. 90 148A00 N.0°09'45''W, /49*00 15000_ /5/4 OD W. Z�00 I m rovement ARCHIBAL D AVENUE — h _ _ � P N.0 °09'45"W. Itt survey � r Ploce 32 DO'Rt IP71p, S'ta, 148 flZ, 09 ` h ,24"R.C. P, Cu t P v m t A t Sto, l5/f M. X-- Feo Cher To ET. W Consf, Cross Gutter - - - Meet Exist, At Sto. l5/t 9S f0 \—Con5l Type AZ-e(Mod.) Curb F/ace 1"Steel '117e t Imp. Stcr 148146,?. 15 = 30, B. C R 3z OU'Rf Imo. Sto. /49�1.209Cut Pvmt -feather S' S00 Lt it Sur. Sto. 148+61.97= 1 'S . 0 Rt, it Imp Sta. 150 _?2,019 To Xeet Existing it Hompshire Sta. 0+00 /5' /S' Const. Jul/et B. C. R, 32.00'Rf ,°.9 Im SM. l5/o SZ, 09 Z-C. R /8.00 ' Rt � /lomp. Sta. Ot64 04 E.C.' A !8. 00 Lt Le Homp. Sto. 0� 6-3 5K ' I R. OO'Rt t Imp. Sta. l5/4 84, Od i Curb Curve Data: Curb Curve Data. R_ 321 a = 90°0.3' 00" III e = 89° 57' Do" T= 31. 03 ' li I I �i 7= -3/, 97' 60' L - 5D.24' L = 0. ,Z9 I� i�i Curb Return Doto: A = 31' d = 90°DO '00'' T= 3z. 00' Cut,'Meet Existing L = 50,27 AS BUILT it Hampshire Sto, 1+05. 00 CORRECTIONS, CTIONS THIS SHEET LAI, 8 INTERSECTION DETAILS Q_ .. FE r - ; : HAMPSHIRE ST & FOOTHILL BLVD. Lr.iJ/\�' J .,WC,. No. 22 11_ J21- B. P. R. STATE FEDERAL PROJECT No. SHEET TOTAL DIV. NO. No. SHEETS 7 CALIF. SEC. No. SHEETSHEET TOTAL DIST. COUNTY ROUTE S s Q8 495 CR 17 T' l5 7'-6" Lt t Imp. M '(j "L" Varies To Meet Exp"st/nq COUNTY ENGINEER REGISTE ,D CIVIL ENGINEER No. 8 49 5 Storm Drain R1: Imp, ,�,r► 6V mr 0.6,67 7�� DISTRICT ENGINEER DISTRICT VIII � 6" 'y' Varies From 2'-9" To I=6" - YQ r'CS APPROVED , -.-- — '2 °� '�� I8 " . L t � Imp , .�L 1B H 1/orics To Meet EXI5 t�n9 CITY i COUNTY PROJECTS ENGINEER : . �� � Im R CIVIL ENGT O. 6522 o Storm Drain p. 4 /8" 6Aop QOM 9901Msl<• c+vt� tMOtN<t —LlCflrl �� Cu/25 Support _ w DetailBar Sc ' 5tdte Std, 0"72-5 �+ F11 � I ---�G 7-6 � 4e/e b r .e N4 _ SECTION 8-B SECTION C C S,ECT/ON �I -A � o No 51cQ/e No spa/e No Scale Sfa, 9G f 46 To Sta, 9G t 9G Rt Sta, 95t8z To 5to 9Gt19 Lt it Stu, 97*Z0 To 5ta• 97 V. 5 fry L t Stcr, 9L f/9 To Sea 96134 04 bSEC T70A/ A4"Lhecl(ered F/a to ` x ion Joint in Walls And To Slob On/ P � - 20 czs>�u .oer � o /i2 E pons P Y/ OC -Q Sta. 9�. f 96 TO .r7CO. 97 Lover� Frornc To Match T, B. 1099, 97 Top Of Box, 414''Clee-Kelyd Pok- Cover 4' /097. 97 Box E��/s��, — Frame Lt, 5ta, 97t¢5' See 1%t, '`/8 pl'oce ✓acl� p/oce r 1, Cant Reinforced Corxst, ��nforced — , �H� /6 [F 30 L.P. Lt Sta, 94 *SSG 7 Concrete Bo P/oce /4o L,F. Dbl. 33 RC. P .�6'' L.IF P/ocP fOL.f. Db/.33 r9l.R Const Reinforzed Std. Inlet 9•q3 Concrete Outlet � x �, C/os s 1Il C/ass .p Obl. 33" R.C P C/°SS�l Concrete Inlet 5truc turn ryPe OL La 21' 0 ' 0 ))) A — I i __ _ _ _ _ _ __ _ '00Place 6 G L,F. 24"I CP, 5 s _ _ _ _ __ . �v9c � T.S. /09999 - _ _ - - -- - - -- -- - - ---- --__= L I TC. 04. 33 � % T, C, 06,81 Dep, it Of, 70 T.C- 0 0 y,9k s �� If 06, la °1� L Q �'o�> `mss >, �� s �� I `9 �•` � � ��� J'� � � � Bob > `s ���o �.�/, 9� ��-f' `�• s�q '20 0 ioo 9 'C• 10 1'r4- ��fi� Q� ` � r,� S x5qq, � o x ,� -9 9 99100 _ /ODt00 ��I — /Dl t00 GtdO 97f00 Improvement 98 *00. 33 Arebi bold A venue 9 — N 0010,1 N. O° 20'32 " E. �gb ,*� .� doin Exrs tiro Storm �C•0 �y�33 y0 1• �, Q,�' k3 q Q P-t�� o DrQln�t Sea. 99*86 0(, 0�. 0�, 0 - .K / BoX 11 Q� �' �� \p �,0 �,�0 C•ple� q� b ` \ \0\ C;pZ!r 96� 30 Q�Q 0'�' �jt�' �� �� 0 p. t ,r0, 098�f96 ,0. Sra9G f 19 >,os- ,��. ,�oX ► n, 1 \ 'S• 5 k 5 Checkered Pyate Cover,( Frame s Q B C RtSta 9G t 30 See 5hce Place a6 .F. 24 r e,C,R „/a,//y CA'/37,,i f S rir7 Orth/! 0 ,eX sem. °�D'\� C•1 C ^ �ers�i-rY �'co rc�I�'�� �'�D''!Y� ,(.G• b. ,�. Const, Rc�nfbrccd ` Concrete Irl/ef Structure. &loin Exis ting Storm Drain Ccr7st, Relhforced 9�-�a° ,¢ Rt, Of Sta, 96 .134 -� /4L.FOf Exists 9 Storm Dr4>T� Inlet Type OL L= Z/' Concrete Get/et 7 /0 ,18 '-��o9y©� At Least 12" Of Al/ Lon �'tudinal `� I fit Of Sta. 991 .32 To Be Rt 5to. 93196 geinfor6n In Ex��tih Concrete ,e Removed Qnd w Bridge To Bc Const, f�cinforced 5ttucture95hall Rro,je ct /n1 o New Constructed By O hers Cone-re to Box Sou fherl y Ex Pension � / l/4 eAerKered Plate Cover q Freme To —— — — — Match Top Of Bow NO TE: Io S Dowels CF /B"Centers tion Of lstin Dw no e Struchurc - cdded _ Por Ex ,Z Long Ernb — — — / To The �qht Of �9mp, To9/3e Rcmovcd 12,E Into EX6 tin r ? To 5/ofion U -01.3,¢ — —-- S/obs � VYaI/s G rou ted � /S' 34 ' Top Of Curb it, place, — a N -slope 6u Mer A S B U I L T SECTION 67- 6 CORRECTIONS THIS SHEET 6 _ 55 SONOUTLE T CURB mDRAINAGE_ B DETAILS a i No 5ca/e o .0 0 > m 3 p L. > a v oG a f)\,qc, No. 2.2. 11 J 36 8. P. R. STATE FEDERAL PROJECT NO. a►�EET TOTAL DIV. R. NO. SHEETS 1 CALIF. S— S6-,6 9, DIST. COUNTY ROUTE SEC. SHEET TOTAL No. SHEETS 08S.Bd. 695CR /8 �l Eley /103,/0 L eft _ . A, Vey, 1099,63 Right • COUNTY ENGINEER REGIS RED CIVI NGINEER MO. 8495 V4" Chcc,+�'crcd P/ote Cover Frame DISTRICT ENGINEER N DISTRICT VIII el Ao' — — — — — — — — — K 6" z—/QN 24 4 4? l8" APPROVED #4 a 2` CITY f COUNTY PROJECTS ENGINEER REGISTERED CIVIL ENGINEER NO. 6522 1 jr IS L7016----x5 C�' — — Z '�5 18" 12" I _ _ I }-•----� • \ I NRI anGIMEiR G�1► ENGINtiR—LCamwx Issas 1 / ....OVM (� 33"�C.P. 330 M.C.P. I � FRACOVED DETAIL Rt 5tm 96+ 30 Lt 5to, 97t 45 SECTION K -X — --- — No NO — No ScScaleSco% TE: �• _ '` _� Elev To Center Of Frame I 4' Cover. 51ope To Fit ParKwa y END WQ L L DE TA /L - Sco/e 1"-2' t --A l/4" Lh�cKercd plo fe //4" CheCXered Plate Cover 4Frame 2'-10" CovereFrame Curb 5upoort� Protectio/t Bar- Def4lls r — _ Sec State Standard D 72-5 F I F ' ---- arks 6. —— --�— " 3' T0 7'-6# Af —1 a NN /'-6 M 7 'T N 4 @ 0 \ INL E T Lt. �t IMP, SECTION F-F ` Scale "=5' NO scale SECRON -E curb Support Bar Aetai/3 No Scale See State Standard D 72-.5 7' 21 7' ►� J \ � 4 sP /8" [ion, L--- { --- - m \ V J Continecous Concrete 5tructccre ` z4' f�CP. Q 0 ; *4 Tof 3 Rein fort inq I //4' O'ecKered Plate #4 c� I8" SECTION J - J Cover q Frame INLET Ft � IMP v No Scale Sco/c SECTION H -14 AS B U 11 -T No Scale. BY. . .... NO CORRECTIONS THIS SHEET a m m ' mmnaa MISCELLANEOUSDETAI LS m . a f3\m& No. � 16 s. P. R. HATE FEDERAL PROJECT No. 3HEET TOTAL DIV. NO. N.. SHEETS 1 CALIF. DIST. COUNTY ROUTE SEC. SHEET TQrAL N.. SMHEETS 08 SBd. 69,5 R11,19 COUNTY ENGINEER REGI 1!RED C L ENGINEER No. 849�5 ot Protection Bar 5ee DISTRICT ENGINE DISTRICT VIII 51ate 54d, D 72- S re, c r APPROVED / V� //O/�I ` i.- , See' SIO/C� C Std. D 72 f Sccfia-> C C Fare Q n9/c Anchor C D r See 4, Ae 5th D Ze-� CITY i COUNTY PROJECTS ENGINEER C ✓ G/. /�• REGISTERED CIVIL ENGINEER NO. 6 5 2Z Wal p Botlom To Oceilt Flow Line #�� p� Stec/ Tr c F' i {�/� o / n w sh O/`6" Slr-eel / l;oe I, � E^GrV iEER-,'NEE 15!! N00 �R1006 ENG�NEEP Cv� M 4 12" I O I ,Slo e Rr Ft. 1' rheckel P/ote Lovrr o . d G" etc/ Oi � � An Ftorne I i -T ��`rr � • :.� s F I I I I I I I ' SEC TIO - Scoriny I S'�orin y dine GENERAL NO TES 1, 19 "/5 Average, ToMen At Center Stotioninq Of 4'Radius On Openi•� s Structure. 9 D / s/8"x 3 V6 ",4-cys 2, 867forcinq 5tce/ 5ho// Be *4 ,Bars 60 /8 Centers Placed 1,V2 Al Cleat- To lnsic% Of Box Or,4s Shown, PL AIV SEC T1011\1 E F �— b e _ 3, Sec 5tete Ste D 72 -3; Foe Detail Notes Not b ► ► ° : .' 5bow17 Here, INLET - OUTLET STRUCTURE SECTION 5-S TYPE OS (MODIFIED) 6" L 16' � Street • r_6 a — O Op tior�a/ �y doih f L I 51, P, c.c, I . I I _ Curb /Pctum I l Fadiu5 Typc A 2-8 I (Mod.) Curb ItS b � Flow L ine ——-- �� ' xPonsion Joint u (O •J I H � j: SEC TION F-F TYPI64L PART PLAN SEC TION D-G _ AS BUILT CROSS GUTTER 13Y // No 500le NO CORRECTIONS THIS SHEET - � m� m v E o a MISCELLANEOUS .> ,o to m ! o m A ExccPt A 5 Noted 0wr. No. 2.2 i9 J mo TOTAL IL P. R. STATE FEDERAL PROJECT N0. 3tNo. SHEET! Div. NO. 6. z CALIF. 5-56-G 9 5 C5) . 20 Lilo DIST. COUNTY ROUTE SEC. SHEET TOTAL No. SNEETf 08 5,Bd 6 9S c R 20 96 Alonho/e Frame Cover- See Detail 0-46 ' On. Bridgc Genera/ Amari/ Sheet .Standard Defa/� lUo. � C0IJNTY ENGINEER R ED L ENGIIIEER 110. 1149 �,►rIZ DISTRICT ENGI DISTRICT VIII 1 I e e� �/. 6 /4.-/ • APPROVED B L �' I CITY k COUNTY PROJECTS ENGINEER 4104 REGISTERED CIVIL ENGINEER N0. 6 5 22 �� 6�� 6" 2�OAf 6w 9N SDI♦smos•ogam CaVi� [MOINetN—LIG�♦f ON NO 18 I I For Germ/ Nott SK State .: I L l 1 ' _ �\ .00 Z, 9$ \ I / / Standard AMD 2 F y � *4 �n� 3L.9 L 40 F-1 4 N(—� (oi — —— — —— —1 j 3L.9"% a B PL AN PLAN SECTION L -L - SECTION M- M JUNCTION BOX A JUNCTION BOX B V 0° #4 X P-o0 Tot. ,2 ' Manhole F,.ome � !'over _ Sec Detail > � U-45 0r7 Brisye Genera/ Oetoi/ Sheet, Standard & /ity Detai/ Alo. 2Al �\ K AZ-8 (lAlod) Curb rr- 71 2-9 !-------- - -- L� F-1 T J,;3 ff a � - .� /- 4u � #� Cv Coir I I � I I r4,@ 18 't Poe Outlet /OF co I I i /o' u G 04 x2,-oTot. Z #,/,z /,Z" Cx J 2 SECTION K SECTION A -A SECTION B-B 6 PI PE EXIT DETAIL � l No scale A S SILT m BY ....... _... ...... ......_ NO CORRECTIONS THIS SHEET 0 tf� a � as , y � mxMISCELLANEOUS m � �3 a a 5calc /"_/� -oa Excepl As Noted i B. P. R. STATE FEDERAL PROJECT No. SMj�p S1iEET5 DIY. 0. 1 1 - 7 CALtf. ,s'- 5,5---6 9S • DIST. COUNTY ROUTE SEC. SH&T TOTAL Ma SKETS 69S CR 1-2/ 3� COUNTY ENGIN R REGISTERED DIVIL ENGINEER M0. 6 495 DISTRICT ENGINE R DISTRICT Y1'll APPROVED 61-Ty--ICO�NP20JEC�GI�NECR ` REGISTERED CIVIL ENGINEER NO. 6522 DR AI N /\GE SUMMARY_ DATA c `►= P IN. FT. STRUCTURES INVERT o [4gT11o CUL VERT Pl E L , WORK o -��, -� -� -� ° x h Irl le >` Du Ile o y, DESCRIPTION TA TION � ' � `� � �i '' � � vc0 ' -- o 'o zo �' o � oo .0 . - - Distcnor � r v �, Q �ZI -►, � o v a o o �o , Distance c rsA r ` w o C, v C, ' `� v '� o ti o v �° oc �c "< <i ►tea SfofiorI R>f Or L t, f/�vofion S'fation Rt Or L t Elevation 0 _ - 17-1& Construct Rein forced Concrete Structure Rt 9.5' + 92 37,6 /27- 34 4 /z8 .�4 7Z _ Z 17-181 Construct Reinforced Concrete Structure It 96+84 79.00 1 ,25. l9 81 O,Z3 49, 6� Z � 98f 2 2 3 - H 280 98,,90 4/.17`71 , 110,0.27 97,, U 42. 7, Lt. 1098. ,26 Plvice DUob/e 33'' R. C. P. t. 135.0&1 141/3 98 � 3Z 9906 �/.3.2't 1t. 1100. S/ 98{ 90 4/. 47f [t. IIDD.,Z7 Place Doub/e 33" R C. P. Lt. * B 60 99136 4/.OftLt, /100. 91 99+06 4132 [t. /100. �'/ c%c IS Doub/e 33" /�. C. P, L t, + / � 99 S �- 72 99,, 72 40.460 Lt. i l l 0/. 4 7 99,,36 /OS}/t 1100. 95 Place Dou b/e 3Y" R. C P. L f ` 14. 58. SD 4749 __-� __ _ -- 99,, 97 III /OD 100,,12 40.2f'Lt 1102 20 99,, 7z 40.46Lt. l101. 47 Plo�e Doub/e 33" A. C. P. [ t. 70..22 SS 38 /D 794 / / S C/ol � /7_/8 Con sfrucf In/e t 36' [f - /7 /8 Construct Re/n forced Concrete Inlet Structure Rt. 100 t /5 .35. S9 16. 11 3, 317 17. 75 l l0 ,,4 ' Rt, 003 06 Ploce ?4" A C. P, Rt. /00* 7S lD/t 069 ?8'Rt /103, 36 D 3 �� t.•.i 66 /D0+ 7S 2z. 9 � [f //02. 74 /00143 58'Z f. llQ,?. 34 � Place �4 !�. C, P L f l0/ 06 93 P 9 _III 66 ' h 6" Corb 0 enin Pro fecfion Bo /0/,, /7. 43 37. 95 27 5 4.30 / / ,Z.SB' ,2/ ' OL, Construct In/et 36 Rf Wit _ 4.48 / / _.__�_ _� �. ?D 2/ O.L. Construct Inlet j6'l t With 6". Curb 0 en in Protection Bar /0/+ /7. 43 ,230 /OS,,2,?,93 38. 75Rt � /109.S"l /O.Z,,9S �6 R/ 1108, 78 P/oce 6" We/ded Steel Pi e R t /04109 �; • „ �I „ 50.09 4x844 /9 Construct Outlet Y6' Rt, With 6" Curb 0 enin 105+ .29. 9� /4 96 /06f3/.93 93 Y8'Rf 1109- 15" Place 24" C 14. P R t, /O6 � 4 46.ZD .3s 50 -- 3 S0 z/, OL Constructlnlet �6'Rt, With 6" Curb U enin Protecf/on Bar 106 t 4,2. � 4. 56 / _- - _ ___ /24 f Of F, /95 /z5�o20>` -39. 7f 71 I14�87 123* 09 36' L f. 1143. 30 P/ace 6 " welded Stec/ Pipe L t _ 40.S3 39. 13 l8z f?�,,00. 9- 38. 7 [t 114Y.84- lz3+,2>L 36' Rt, 1141, 53 ' Place 6'' Welded steel Pi e Rt. /24 39.44 38. l4 3.38' /4 ' D.S(M�ad) " • i�..;y /�4.r.:: /.: . .,� �... _� /9 Construct Out/et �6' Rf 1/Vith 6" Curb O enin 121107, 39-, 4 4.80 J l 4.80 / / 3.38' J4 ' O.S.(Mod 19 Construct Duf/ef ?6'Lt. With 6"C'urb Opening1,2509. 0 l4 d8 1&2 o2 fa 3f'Lt. l;4S, 62 /21416.0 38'Lt. //4� 90 P/ace �� - �& �t�l P. Lf /Z S+ 9 37. 7/ z8 00 /25 t 98 /. 65 /4 170 /z6f8,?43 34 'Rt 1147 /3 /25,,14.39 38 At. 1/ 3 87 Place 24 C l�/I f __ 80.84 6 /26 t a4 / �20' ��� _ ZO Cans true,,�� June tion Box 3S ' L t, / . /. 1, I /TrofY'i� 26 - 8.46 6. 1/ - 14 *OfS8.4S ,22 Rt 1146. 32 /,26*04 16� SLt /145. 62 P/ace ,?4 CM. P Lt 1 6t /66 � / / 3 9/ ' 3. S ' D S. # Construct In/ef ,?,?' Rt. With 6'0 nin Front ?.rZ' D,oehln Bads �` Const Arrocu W Of 60.,? 15.4/ 11,86 /4 34 /,?6,,38. 98 34 '/1 1146.3/ 126tOs S 35`[1 114 5,62 Ploce .0 4'' C. M P L t. l 6 Z - / / 3.50' 2/ ' D.L. Cvrstrucf Inlet 32'71 Gt/%fh 6" Curb D enin �'Profection Bor /26� 8 _ 4. 56 _ / � 3 50' 2/' 0. L. Construct In/el 32' Rt. WrJh 6" Curb Openin �' Protection Bar. /,26 � 92. 93 4, f6 - "t>. 2,3 OS 22,0.2 /4 S /38,,42 S 34. 75 Rt 1171. 0' 137100 32` Rt. 1/70.86 P/ace 6" Welded Stee / P/ e Rt. 13 71 72 -- _ __- . ----__r_-- - ---.___-- _-_-_ -- __-- _- _-- _ - /9 Construct Out/et 32' 9/ l�Vifh 6" Curb OPenl n 138 f 6 247 / / _ ,� 96 7 _ JS Na)7 13940 . 3 _ /4 /82 /-.0/,?O SD 0 �6 Rf //74. /38149, 5 34 Rt, Il /. S Ploce 2 Alp Rt 10047 98 __ 4.17 1 ""B 20 Construct cluncf ion Box �6' Rt /40+3/ /'/3 l4 38 /40/17/8 9'R1 74.f,Z /40f;.2 36"Rt. //74. SO P/ace ,24'' C.M. P. Rt 140+ 44 ,22.5/ 19.04 /40 f S7 /8 5.34' ''l'" 20 Construct clun� fior� Bax 60'Rt 1.39 1R6rls�u I - /SO S4 170 /S//37.Sd 34 7S�Rf /,?00. 8.2 /49170 32,91. //98. 92 PI'ace 6�� Welded Steel Pipe Rt 31. 74 30.S3 /5o t 54 i /70 /S1+3718 34. 75 Lt /200. 32 /�9t 70 .32 t t. //9�. 9.2 Place 6 Welded .5���1 Pipe L t J5,29 )4.0 7 /S/ 44,SB . / / 3 7S` l4 ' D.S. Mod, ___ l9 Construct Outlet 3,2' Lf VYi>`h 6" Curb Opening 4d3 3 ,?S' /4' O.S(�a� /9 Construct Ooflet 32' Rt. With 6 '' Curb Open ,/n /S/� 44. Sl 4.6d l / /S/•� 64 /2ZZT 46 . 75'1 t /20/. SO /S/t 46 32.SUCt 1,200. 34 - Place �D-' A C, P. L t �:�.✓� ,6) 19.86 13.96 - lS/t�,2S 25'Rt /20200 /S/�S1.58 3.4'91 /,?DD.BS P/ace ,24 " RC'/? et /f/ t�7 �I 34 i7 .>> i�".o l� 57 9. 63 3. // ,A ' ,ZD Construct dunction Box 12. 7S' It, ISl184 /.28 /Traffic / - -- -- J51+84 z 57 ,A -- ZQ Construct Junction BoX 25 Rt V « 24 l7roffic, ✓ l77. _ / 144 46 166 6�4 /,092 TO/0 45 26 85 l2 0.09 /5 468 9z. 64.6 l8 S 3 7 �'07i7 ✓/yy � * Stofion t Construction krow Route West NOTE: All Pipes Are Side Droins Use Two Protection Bars /n Bock Opening One In Front Opening A. If ' iVf SUMMARY PC C SUMMA R Y LOCATION LIN Ft USE CU YDS. f/ hth St. W, 42-f(Mod)Curb 611' -4j 50MM,4R Y Fi hth St E, 7� jo-6 132 Curb 29- /.`i. t.i 7YPE AMOUNT Nin th St --/9/- /&,.>. � Cross Out Pers )46- ,'4,,;. 7Z E Il A rro cu Route E. 2 44- / 7 Or/V6'Uj o s 104- a :)e - K 2 To to l '5'Z S- X41. ,� Mise. 36- V /�.. J v To to l /3 Total 934- , dim EXCAVATION BACKFILL . 24' & 6_� �_ "iK EXCAVATION BACKFILL EXCAVATION BACKFILL ro occomoa►r — BACK FI LL DISTRICT COUNTY E Post Miles-Total Pro ect sman TO��I EXCAVATION /01 Original Ground Original Ground New Embankment Grading Plane ?2 Original Ground or Grading or Grading Plane or Grading Plane 0 69 C� Original Ground Approval Recon d Pla Pipe Flow Line Pipe . _ •- N E Roadway or Enginker of Design _E J o p Ditch Excavation I- I� ►. J 0 �• l � I' Assistant Stalk Highway Engineer- O ` � Aerations p Owe T I When concrete is being paid for as Class A Concrete (Minor Structure) Approved April 16 1964 , T 1'�.-- --SII' I'I�-- the cost of 'excavation and backfill is included in the pace paid for T Lure -►! I Imo- �I I Concrete Minor Structure). I .50+T Class A C CULVERT IN TRENCH Optional Shaped Optional PIPE HEADWALLS 1O1s "' wo n°`neer Gradin Plane Excavation Bedding Backfi I I Registereq �I Engineer No.5945 9 Be g Top of Box Roadway • .: Embankment IN TRENCH I CULVERT i • Original CULVERT i I B . i Ground ?' ' --a I'�- -�I I'I� I'�-- FILL � 1 EXCAVATION BACK EXCAVATION BACKFILL FI LL P \� CULVERT IN EMBANKMENT din Plane Po Grading Plane p B =_ // Gra g y __ /� - Poving Grading _ Limit = -_-� Notch Pbr Embankment Embankment PLAN OF WItVG WALL .<.;r T: :�•:: <,. -� Original Original B : Roadway T . . t• mbankrnent Ground Ground BACKFILL PLAN OF WARPED WING WALL Original E EXCAVATION Grp °�'.. :.: ..�,. :;:• � Roadways ._..� l -••l I'l•♦ -•a I' ti-- I' �-- Az EXCAVATION ...� I• BACKFILL '- Embankment l' GRADE TOP CULVERT ' - - T Original Ground Flow Line Structure .Original I T I �� � g . .'�, Excavation curd �i I I- I I -tel I I -•l I I I BOX CULVERTS �Il 1 5D+T , Optional 0 0 Optional I�� I• �I If •� I I-- Structure Excavation Shaped Backfill SECTION A-A SECT ION A-A Backfill Steepened Normal CASE A Bedding IN EMBANKMENT CASE B Slope Slope Pipes 42��diometer and less than 72" diameter Pipes less than 4,2"diameter. Pipes 4 hona50tdr th Roadway Pe or more depth of cover. Pipes 72" diameter and less than 72 diameter with less eP with 50 Embankment Original ' = of cover. Pipe-arches with less than 6�0"span . and over, with any depth of cover. Culvert Ground I'� Culvert Flow 6"above top for 24"ond less height Circular Toe of Cu dimensions - s {, . ;.•.,. :.�.:.. .::. :�. Line I. at Finished PLAN NOTE: Slopes and dime Pipes or Pipe- arches. 10 fit field Culvert Culvert Flow,Line � Grade may vary - Conditions. .. .:•~ , ,, . .. .. ontities excavation and bockfill concrete pipe,T= minimum wall thickness �• r . tructure NOTES For payment quantities ' `� Structure Roadway or RIF shown in A.A.S H.O. M170 for Class M Pipe,Woll A . Original Roadway or Ditch _.,�I�� Excavation Ditch Excavation Backfill NATION BACKFILL as sho - CA Ground �I Excavation EX For C.M.P T 0.00 For Rods and Deod men,use Case B . SECTION B-B SECTION B-B Grading PIPES , RODS & DEADMENWING WALLS WARPED WING WALLS Plane Except Underdrains a Overside Drains Grading EXCAVATION BACKFILL Plane BACKFILL Pa TION BACKFILL EXCAVATION Embankment or EXCAVATION Limit Original Ground ' E Original Grading Plane = Construction Joint _ l I - ;.. �--- -�l .. Original Ground or Grading Plane Ground �° ---� SECTION — _ _ _ _ � TYPE SPANS y 4 �-��� Construction --- 0 Embankment - - = Pi e Arch 6 0 and over 0.06 s an Roadway :�..: Joint • Concrete Minor Structure) _ _ Ditch or �E When concrete is being pad for as Class A Co ( Vehicular or Ditch 12'- 6" 4" Original Ground the cost of Excavation and Bockfill is included in the price paid for Underpass ExcavationClass AConcrete (Minor Structure ) . .E - - ' r c 13'-3"to 14-10" N E H 1-1 15 5 to 17'-3 9 Top limit of structure excavation and backfill Is original ground AT CULVERT INLETS T o i S RECESSES � T � S 20'-3"to 20'-7" 7" if ditch is not excavated. r T c c � `N � , �� ,. 0 J � — — CONCRETE SLOPE PROTECTION Sh°fid Optional All Ditch Excavation - -- - - - ent for excavation - 4l I' I Shaped Bedding ""N99pp'" �Ym SOptional Bedding Optional Optional IN EMBANKMENT Backfill �1 L E G E N D included in the price paid `�/ Excavation IN TRENCH Backfill Excavation • SES � 6"above top for 24 and less PAVED DITCH for roadway excavation. OVER AND VEHICULAR UNDERPAS height Pipe-arches. PIPE—ARCHES 6'— 0 SPAN ANDr Excavation Roadway Excavation SLOPE ROUNDING Structure Ditch ROADWAY — PRISM itch BACKFILL � Excavation �- R��Y EXCAVATION Structure Bockfill Roadway Embankment - a Roadway Excavation Embankment Excavation • Excavation Embonkmentor pitch Excavation Original Ground � Top of � Regardless�f Original Original Ground shape of gutter Ditch .,L Cut Ditch I Ground ,a STATE OF CALIFORNIA Less than 12� � Rood : HIGHWAY TRANSPORTATION AGENCY A S B l� I L Tj 1•—5 min. I way Ditch or DEPARTMENT OF PUBLIC WORKS Roodwa Ditch BY ..... . A Bench Original Ground Gutter Utter Grading Excavation Excwotion♦„�I'� --�I �-- DIVISION OF HIGHWAYS NO CORRECTIONS THIS SH ET e G Plone Median X Payment for excavation Gutter Top limit of structure excavation and backf ill is original ground LIMITS 0 F PAYMENT FOR � -� and backfill included in the Contiguous Gutter if ditch is not excavated. EXCAVATION AND BACKFILL price paid for dikes. 12'or more-� _ in Plane PROTECTION MISCELLANEOUS A62-6 �'°d g MONOLITHIC CONCRETE SLOPE 01001111� CW" DIKE AND GUTTER ROADWAY EXCAVATION — DITCH EXCAVATION Note added Corrected 0.5 D+T � No. 2a 3b _ room W".2'+ [ • ...o ...r.. gyp,. ••; X 6 yn lb eCemp" plan. detect C5R ISTRI COUNT ROUTE IPostMiles - Total Project W21 C2R 08 69f C� lz3 Lu 1011 I 1141 0 00 DE TO U R I APPROVAL RECOMMENDED Co o ROAD 4"x 6"x5!-O" w 0 01 � 1 00 2"x 8"x 6-0"/ 0 1 Q 1 &', ==CLOSED 141 Engineer of Design 91b -4 I I 1 Fresno � 1 b 1 Registered Civil Engineer No. 7603 7t m O 141 ° N `� 2"x 6" Filler Block GBR - Approved cfobcr 9, /963 2"x 6"x 3'-6" 0 III � I I 11 I I I C\1 'O i � � iii I I Iii I I I I Dlfectl0n y -� - " " " � o _ � _ of Troftic -Registered State Highway CEng neer No 5945 ngineer 2 x 10 x 4-6 � � � J 7\ O 645 , �� I g'-O" —� 20' _ 20' f _�0, 14'-8�� ��I - 9 _O10_6„ �� 7L5" �, 5: S; 5 _ 2-3 �• S% 9% 6% `,5,, X00 6„ \ \ N FRONT VIEW '�s M END VIEW CLASS I \ PUBLIC ROAD INTERSECTION o� Traffic NOTE: NOTE: Signs to be furnished by State . TIMBER BARRICADES Variable Directr, Minimum spacing 5'. All timber to be S4S R = 120 R = 120 l0' SECTIONS Spacing to be bar length between 5' and 20'spocing I Use /2 Carriage bolts with cut washers and nuts. Maximum spacing 20' R = 32' 37' R= 32'32' When length is 15'or more a 5' bor shat I be tised at eoch end R=120' I R = 120' TRANSITION 2 TO 4 LANE 2 x10 x8-0 M 12' v 4"x 4"x 3'-6" o_ I I I o Standard Double Stripe by others _ �— 100 Edge of Pavement j Edqe of Pavement F�-50'� :a — + 2J I "x4" Filler Block -�� - a� Variable 2"x 6"x 3'-0" '�' N ;� 10'to 20' 33 "c\ R = 2 R= ° 0.33' >° 1 d. L 2"x 6"x 3'-0" ° ' L Variable I'-6" 3'-0" 7�° ' PRIVATE ROAD INTERSECTION DIAGONAL RAISED BARS FRONT VIEW END VIEW CLASS II sp TIMBER BARRICADE ' --64'— '� ' 8' SECTION `� V I' houlder �-0.33' T-TRAFFIC BARS �. 0.1 ' Surfacing 0.12min. 3,� 0.67 0.67' 0.08' Rod. 10.08' Rad. 450 0.12'0.03' 0.17 DIKE 0.04 0.2 5' —� .08 Rad. CROSS SECTION SIDE VIEW CROSS SECTION SIDE VIEW 0.25' 0.42 0.25 TYPE A TYPE B Variable Cut Slope 1 II Fill and compactwith excavated 0.5' , '� ' �- material to top of dike RAISED TRAFFI C BARS 0.12'min. Shoulder Edge 3' 0.5' D I KE - TYPE A A S U I L T 0.25' 0.42 Variable Cut Slope BY1' ....... ...... . . .. .. ........_ Min. NO CORRECTIONS THIS SHEET Fill and compact with excavated r 0.5material to top of dike r„ � _ Compact A.C. against excavated face STATE OF CALIFORNIA 0.12' Min. 0.42 %2: I or steeper HIGHWAY TRANSPORTATION AGENCY ge Min DEPARTMENT OF PUBLIC WORKS Shoulder Ed DIVISION OF HIGHWAYS --� 0.5 DIKE - TYPE B . TIMBER BARRICADES , RAISED TRAFFIC BARS AND DIKES A73-3 DvqG No. 2 316 „ 8 I , o o Reflector Frame • e ��RI To occer ol«1• eo+.e .fsPfc�6cr /q 12 I•• 4.� 3 /a Reflector W ; t N • � � STRICT OUNTr TE Post Miles-7otol Pro'eCt 6” Snow Pole Chamfer _�,� 15" _�"' ? ;T� B O8 69 6 I/s x �4 Bolt By Others N ( cr -T Metal Posts Metal _ o App.ovol RecommendedV ��, _ . 51/4 \ 'It �� I"o O O iD ` O O •�N • Engineer of Design Past Section Tor et PIOte •�N `{r f` ' �- 31%a z T/" dia. holes for mounting Re S+e►ed c�v�I Engineer No T6o3 1�,• 1 g 0 � _ P � `O Yellow Reflectors ro 3% reflector bracket to post _� -- R= 2 3/a d of Curb — a P Shoulder Tr Enginee+-Registered Civil Engineer No 8586 N —1 •\N _ N \\ m See « „ •rr Aovfo LAMB /(o IgG4 �/z rod. 11 11 �` _ , - 1 • ; Detoil A --- 11III I Bracket 2 r t� I ja �x l►' C �, !�� I• ��� lr— ur oc i nq_ 2Slot - 54 Wide =Total 2 r E • �►.w Q •o, • • —+ I `� = V I �/ $f ole Hi hwo Engineer 3y. N Bolts wit hex , I �, I I d III = r GUIDE MARKER AT DIKE 9 Y l/t II 111 TOP VIEW cq erect Civil E neer No 5945 II 11 3" nut, I- plain and I- L - _ t ` _ R est Concrete II 11 Bracket to be 1/e x 2"Mild Steel lock washer per bolt t Post - 11 TIMBER METAL O II _ I galvanized ofterfabrlcelmm. _� T i' I I� '� 1 DrillorPunch I I BRIDGE RAIL MARKER �° K s4 Bar I 1 I I , For steel Guide Marken or HORIZONTAL �� 1 II 1, Slot in 1 I yK Hole 1 Culvert Markers when specified. DETAIL A G G I E TI— — IT ch side I I , Ir-• on ' of&°°``eIf 1 _ L--1" ' : LL - 4) REFLECTOR MARKERS W 61 R �K� r--2'/K E 11 11 I I I N POST- SIDE VIEW c I ---� E G I I '� G G = 11 I i; 1 c' N mor 11 I f I K – II I t w - � Two Lone Rood I� SIDE VIEW -SNOW POLE BRACKET 3 %4 Reflector ( Omit reflector Chomfer B»� >>�► / , I 1/ '�• BARRIER POST m 1EQU1 if necessary �, �. DELINEATION OF ROAD INTERSECTIONS • 8 9 1 Chomfer �� ° ° ��— I3 @�/'01)7w o : \a � _ � _ 1�11J 3- 3/a Yellow--@ ,� _ � SECTION A-A 1 • M N \��\ N I Il. Reflectors � a o // - w A A low 1 G _ -� I � N �i — � CV �� fh G ! ~ Oweb G � � � � Target Plate Q =G 70 I � G ' o ALA ALA PI = 3-3%a Yellow � �• '' � ►F- F o 0 0 0 hc� • � Point � I Reflectors � See Details Top View _ _ y White a _ METAL MARKER POST `" G" - - K F CAST COVER DETAIL (D W = c\I = N o �� o _ _,F �,G _ __� _ -+G o cv a' rn M N - E ., O H K G F v' W -�N - _ N �A G F G G o O O — / Chamfer 1 I = E N I I PO • •N t/f 2 ' G �G co Expressway c ! + I t ti ti ♦ Q7 N ,� 3/r Reflector I K 1I o = c O N 0 — lr:g- � 0+ t O C0 1 0 , a► G ! I -Sow Cut a -lam ♦. - - ,�, Top View inside 5 O.D. N ti �tl_ 1..�..""".,.� 11 © �\ o o w -10.90. min. Stencil Numbers Baked 1 1 c\1 N I�, y &a- pipe ' and Letters White For use with %;- 2' . 2 �4 L--- _—s Cn o DELINEATION OF TRAFFIC ISLANDS WELDED COVER DETAIL Black Enamel one reflector I�! TIMBER METAL LILIIJ h N » % Cover TYPE M TYPE Q For use with 2 or 3 reflectors li 6 Weight Pipe standard CLEARANCE MARKERS „ a, weight Pi Concrete. —� o c'T-� - o c7 STANDARD STENCILING FOR Loosely set (\I - 1. I) = E o o F M G 1. ` G f Metal Plate to be _ _ . — �y �y REFLECTORIZED CULVERT MARKERS _ fur fished by the �;,•:�;:; -•.;•. ,� a � O 'Target PJate ►_ 1• tote -: MARKERS (All target plates for reflectors tc be punched with 3- MILEPOST x/32 dia. holes.) Class A orb _.� _1:� ;:.•::..' 12- F Concrete. :�: : m - iv x f ~ .s STATE OF CALIFORNIA ; I -3/a Clear Reflector F f .:i.t::.: M� �o •� G G C TYPE B *, :: a DIVISION OF HIGHWAYS '-�� Ij2 Chomfer 8"� �+ Q r « ° ° oll sides of top L i Sq — ►.moo ° _�" Freeway SURVEY MONUMENT � � � 4 N or 16 DIo. _ » Mehl Plate to be MARKER = - T L o o o Single 311 m ear Reflectors continuously on right of through roadways Chomfer furnished by the Stott - Point Point r",,,,..",,,1 r""'""''"1 " , r — BlockBlack 'N I I N I I N � ��I)11 and on outside of curves. 200 spociings on tangent sections and =�N ?D' L - - - i I L - - - J standard spacing on curves os directed by the Engineer. -Type F \ �N N Stencil W N Stencil ��N FRONT REAR FRONT REAR rn * I N Station - METAL Double3%;Yellow Reflectors on right of occelerotion and deceleration � ♦ Station I TIMBER Closs AorI3 �»� �N in Block fV in Black (ones and tangent romp sections at 100'spocings and on outside of ` concrete Arterr,oltiMey N - GUIDE I D MARKERS= ramp curves at stondbrd spoc:ing as directed � the Engineer. -Type G I"Chomfer Baked o • I TYPE A I" Chomfer ° ° Point •II a 9 White I -1 Triple3%4 *flow Reflectors at end of acceleration lone-Type H E =mow White — ' r N Enamel GUIDE MARKERS 3" 6Npr SURVEY - REFLECTORS �_ Ia. O Type calor Front Back 2Y. DELINEATION OF RAMPS sMONUMENTS _� co a TO DISTURB THIS MONUMENT IS I Culvert Markers to be A None None t Copw wit j PUNISHABLE BY LAW ;\N N coded Type A-C.M , E Clear 1 - 314* None 4 •�� � 1" � t A S U 6 k _ T E-C.M. Etc. F Clear I 314 on Reflector bracket used to mar L T Hill Type G Yel low 2 - 31/" None I ' in' E Point _ : Brid a Rail Markers to , �N tai R 3*efsector to bock of Guide Maher BY1�wr — 9 H Yellow 3- 3 / None - 1 » Post an Curves 0 I O 1 I 1 Oia. NO CORRECTIONS THIS SHEET Orange I ^, 111 1'I I be coded Type E-Br.M I Yellow 2- /4 1 - Brackets and reflectors to be attached ' I I N i I II .I I I� N Horizontal Reflector Markers W61 R , with fir ' blind aluminum rivets L - --J -L L - - - J (0 �lY TYPe G-Br.M Etc. Grain rIs FRONT REAR FRONT REAR Survey Monument Yellow 3- 3'4 N STATE OF CALIFORNIA Letter in one 6" - Markers to be coded MoterkA -Akxntnurn .080"thick HIGHWAY TRANSPORTATION AGENCY face onlyo 7 Clearance Markers (6061 T6 ALLAY) Recent. -I I I I I/ TIMBER METAL Type SMM . Yellow 3- 3'/a None DEPARTMENT OF PUBLIC WORKS � I/4 inch. r 1 j 1 hole / da •dia. DIVISION OF HIGHWAYS '�♦ ,,� �� �' CULVERT MARKERS Milepost Markers -� MONUMENTS R/WAND ACCESS OPENING SURVEY MONUMENT MARKER To be ref lectorized when specified or as shown M clear I - 31/a, None 2 hoes �i• dial on Culver, list. Clear - I ,� None AND MARKERS A74 - 8 MONUMENTS All reflectors to be center mounted REFLECTOR BRACKET - --- - -- - - - --- = — - - - -- - - - — -- -- — -- — -- --- Dw� No. 2114 _J 3� 4. •.I.", STAT1t INCAL 1�T� OI V CAuf=. To accompany plans doted,Le&la« �- See Detail �..- Angle to suit Curb Face t 3'-6" t Varies 6 " ' STRICT COUNTY ROUTE SECTION t 2 - 10---� See Curb Support I Batter Details 1 • 08 B� 6.9.5 C� E Finish . I /e hole in foot L I M " o 6 4, 1 4 e 12 ! 4 12"± 4. _N I Nut tight on lost thread Curb Height �- st� 2 ►"t11 � wMo 76M.: 1 I ` t _ 40I8t _ I l;l r Stirrup Vert. 5inox. :� -�� 1 s •.:-�= J'' 6 L - - - - H Protection Bor f Inlet 2'o" " STIRRUP k I n tet I Min. s lope: 10 Y. I r rod threaded 3 on top I m I Outlet end. Gutter depression Note: Opening lengths are t0be I 1 4k 7' 10 14' 21' +'. 8.. Edger Fin sh I�ex3s/" Keys 31-° GENERAL NOTES SECTION A — A " CURB SUPPORT DETAILS SECTION B — B ( Shown for Type A Curbs ) 1 . "H"is the difference in elevation between the outlet pipe flow line B and the normal gutter grade line undepressed at the curb face. Checkered Plate Cover � From 2. For " to wall thickness set Table. - C 1 ' 3. Height of curb openingwill with the of curb and the depth (Set Section C-C)nD � N ' .. • L 3 r� x 3 x (except for Tarp! 8 curb of the locos depression. I = where L 4 x 3 x�e s used•) D Optionpl Joint L 1 :1 •'�'� t 4. Reinforcing steel in walls shall be 4 burs! 18 centers placed I%2 clear C -- - - �•- 10 Edger-� .too inside of box unless otherwise shown. Bend horizontal hors into box is I r Finish - _ 5. Steps- None required whore "H" is 3'-6"or less. Install one stop " "4e12t >° ! ' i iv 0 16;obove floor when "H"Is more than 3' 6"and less than 5-0". g 4e 182 _ -L �_ Where "H"is more than 5'-0" steps shall be evenly spaced •121 1 Scoring Line I ;' ' .- ` Angle to mooch 1 1 • • A I 1 I yz Q Type AorB Curb Foca 0e 3 6" intervals from 16above floor to within 12*of the top of the box. ers Anchors 1 ;:. .`. Place steps in wall without pip* openings. Curb ,., . . . . .... 4 Total 3 6. When shown on the plans, Ploee a*6 protection bar "R 4"R J6�- 2'- 0L ALTERNAT4 " 6 IVE horizontally across the entire length of the optninq and bend . Outlet Protection Bar (See Note6 ) RCED BOTTOM • FACE ANGLE ANCHOR DETAIL bock 4"into the Inlet wall on each side. Curb Support RE I NFO 7. 'Curb openings longer than 7' sholl hove one curb support for each • • B p SECTION CTI ON D — p - . . 0 . ... (See Curb Support Details r' 7 Increment or froctlon thereof evenly spaced. and Note 7 ) S. Pipe (s) can be placed in any wall. PLANLength of No. of 9. Curb section shall match adjacent curb. H t Curb Opening Anchors 10. Except for inlets used as junction boxes, basin floors shall have o •Checkered Plate INLET TYPE OL 8;-o., or Loss 6 3'-6" or I" minimum slope of 12: 3 from all directions toward outlet pipe 8 - I to 20,-0 8 7 0 3 and shot I have a wood trowel finish . Cover 8r Frome _� 10'- 0" 4 11. Galvanizing*. See Standard Specifications or Speclol Provislons. Var. F1, '- 10" 7"max �= 14'- 0" 5 12. See "Standard Grote Dttolls" D77- for Grote and Fron►e Oetoils = Batter 211- 0 7 and Weights of Miscellaneous loon and Steel . l�lm 13• See Standard Plan D78 Varies D79- for Depression Details. Face Angle Protection Bar > "� Varies 2 _0 14. Full penetration butt welds may be substituted for the fillet welds on all anchors. A . H Curb 15. Standard square,hexagon,round or equivalent headed anchors may �'3be substituted for the right angle hooks on the anchor I:I , 5"max. ~ 4A 12"# O 1�1 g 91 :•:• See Note 6 � • :� s shown on 1 -c N ! • Steel steps this♦plon. Gutter N Curb Support 2-.0 ti: ;:'•'`' " o c 6" Details A- Gutter _ f b be in boxes having Depression , E _ ____ :t`''' H 6 depth of more thou 3'-6" -r' as—.0i a = _ (See Note 5) I"min. , 12 .3 6"L SECTION E E I = t 2'-11%'0 I I�' t �•t E•�- 41- 6#1 --� t s Provide one�{ x lid br�oss 2 is flathead screw in each "i ' a� EdgerFinish SECTION F— F SECTION G — G STEP DETAIL i corner of R_ carer I r (Total . 4) :- . . LIn 3 134x1 /4x /e G w ' •'• •�.:'• .. � e Bene - 40181 7y" to clear. Place �— L ( 7 -0 and 10 -0 ) r Edger 8 Finish �t or two per side. _� " qe 12 Top 8r Bot tom SECTION C — C r — Edge._ Batter � - - -�-� -�� - - I � Edger " Fi • �' I I ' , .:: . , Finish L 4 x 3 x 5/16 n /L 3 yz x 3 y2 xsYls Type Aor 8 curb ScoringLiM I I� I F ,• ' r (• " =�am ft min. 4"x1� -- -" - - - - ' - _ - 4%2 min. • I A S B L T hand hole 1 cv •' .�.�;::•:.: � � � ' By/8E.��--� %2 R. min. r Y2 R. _.......... . . �. ..� ._. a F 4 R.on openings . . ., .... . min. : `'= r I = See Type 24-12 or 24-15 .4 6�1•— 2'-0"—� 61- f. NO CORRECTIONS THIS SHEET E �,� E so Grote and Frame r _ (Std. Grote Details Sheet D77) SECTION H — H 9' STATE OF CALIFORNIA TYPE B CURBS TYPE A CURBS DEPARTMENT OF PUBLIC WORKS 2' - 11�"� t H DIVISION OF HIGHWAYS f If t. G c L_ V CURB OPENING DETAILS 4"R. on openings STANDARD • PLAN PLAN INLET TYPE GOL - D72-5STORM DRAIN INLETS INLET TYPE OS , OW G NO. 22 2s J 3� B.P.R. STATE FL `NSHiiT Yu,1o. S S-aS'G-Gys�s> CALIF To occompony of m doled DISTRICT COUNTY ROUTE SECTION `N0. TOTAL 08 ,&CP/ 1 G951 cle 2G X310 APPROVAL RECOMMENDED ASSiStont State Highway Engineer 18 - 50k AXLE 50 -75k AXLE 75 - 110k AXLE 110 - 150k AXLE Registered Civil Engineer No. 5390 CLASSIFI- SPAN TYPE SPAN TYPE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE App d .SE�TEMBE.P /B �-�6/ CATION COVER REQ' D a SPACING SPAN TYPE COVER REO' D a SPACING SPAN TYPE COVER REO'D a SPACING COVER REQ' D a SPACING A 2' to 5' Single 4' 2' to 5' Single 5' 2' to 4' Single 3' 2' to 4' Single 4' State Highway Engineer Registered Civil Engineer No.5945 A 6' Single 5' g Ij2 t. Posts 4 x 6@ 3' g I Posts 4 x 6@) 3' g 1 I Posts 4 x 6 03' 9 6 Single 5 P 5 to 6 Single 5 /3 Pts. 5 to 6 Single 5 �3 Pts. Sills 4x6, Cont. Sills 4x6,Cont. Sills 4x6, Cont. A 7' to 8' Single 5' 7' to 8' Single 5' 7' to 8' Single 5` 7' to 8 ' Single 5' I/4 Pts. Posts 4 x 6 9 3' BOX Sills 4x6 ,Cont. CULVERTS I M , 9 Y 9 A l0 to 12 Single Posts 6x6@3-6 5 /5 Pts. Posts 6x6 @ 3 Notes: Limits of strutting to be determined b n ineer, but S g e 5 10 to 12 Single 5 10 toll Single 5 5 Pts. IO to 12 Single Sills 6x6 , cont. Sills 6x6, Cont. shall not be less than as shown In sketch below. Reference-Std. Box Culverts dated Oct. 4, 1960 A 14' Single 3' 14' Single 3' 1/5 Pts. Posts 6x603'6" 14' Single 3' 1/5 Sills 6 x 8, Cont. Sills 6 x 8, Cont. Sills 6 x 8,Cont. 50 k Axle 2 .OPts. Posts 6x803=6" 14' Single 4` V5 Pts. Posts 6xB@3'-6" Assumed tire patterns I , x 1 .5' 75 k Axle 3.dx 2.0 A 4' to 12' Multiple 5Multiple 5 4' to 12' Multiple 54to 12Multiple 5 ' 4' to 12' ' ' ' ' ' I I 0 k Axle 3.0 X 2.5' 150k Axle 3.0'x 3.01 Simon 8 C All All 1-7 or All All S�_ All All Sp— All All I. 5 or 1 .75 or 1.75 or DIE 5' Min. 5' Min. Ji 5' Min. 5' Min. Impact = 50 % " Min. Cover - _ Min. Cover = 4' Timber sills a posts to be D.F., 1450f. Sills to be 12 to 39 Min . Cover 3 Min. Cover 4 M I glued - laminated or solid timbers. R.C. PIPES pia. Dia. Dia. 42"to 108" 1 .7or 4' Min. or 4 Min. or 4 Min. 5 or 4 Min. 1 .75 1 .75 All strutting and removal to beat expense of To 120" Min. Cove r = 2' Min . Cover = 2' D=°' or 2' Min. Dia ' or 3' Min. the contractor. PIPES Dia. METAL 420r Dio . or 2' Min. 5 Dia . or 2' Min. Dia. or 4' Min. 3 or 4 Min. CULVERTS rc a A11 5 3 rpea—' Spans Span or 2' Min. °—n or 2' Min. Win- or 2' Min. Spa� or 3' Min. s 7 7 3 3 Spans Spon or 4' Min. San or 4' Min. San or 4' Min. to 14 2.5 S p 5n or 4' Min. R.C. ARCH 2.5 � 2 CULVERTS Spans Son to 22 5 or 5 Min. Spanor 5' Min. �a� or 5� Min. �� or 5' Min. 3 .5 3.5 3.5 11 Width of haul road Minimum �• cover Length to be strutted CO) (OD (OD MINIMUM LENGTH See table for OF STRUTTING min. cover Cont. Sill Span Uncompacted material. See arch culvert details. Wedges.._-44WW AS BU I LT BY/.. .r,;, .C..... cx L �.... BOX CULVERTS R. C. PIPES & R.C. ARCH CULVERTS NO CORRECTIONS THIS SHEET METAL CULVERTS STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENTOF PUBLIC WORKS DIVISION OF HIGHWAYS CONSTRUCTION LOADS ON CULVERTS D88 _ ID w G N g, 2.2. 22 J 3 _ FOAM wm.=•.. a.- 0.10 .a...... lav ..c FISCAL •119[7 TOTAL B.PR. STATE rvun NO. 91499TG CALIF. To occompony pkr7s DISTRICT ICWNTYIROUTE I SECTION `""' TOTAL 6 iC APPROVAL RECOMMENDED i3l. _X Engineer of Design Civil Engineer License No.74o3 Ap ved Sehfam6er 2111-9c.1 State Highway Engineer Civil Engineer License Na 5945 Note: Compression caps and sills to be same dimension timber as struts. Timber for struts and sills shall - be Douglas Fir common. Compression Upper sills cap 12 If long (continuous) soft,even grained wood. I" Chamfer Strut spaced as shown in table Alternative T7 - wire strut �- Lower sill (continuous) h I I � D STRUT DETAILS T Omit rounding for IS"max.Spac. pipes less than 48" SPACING IN FEET OF TIMBER STRUTS FOR Omit rounding for diameter CORR. METAL AND FIELD ASSEMBLED PLATE PIPE FRONT ELEV. SINGLE HEADWALL pipes less than 48 I"Chamfer I" Chamfer diameter � -- -- �2ft -- W � � PIPE STRUT HEIGHT OF FILL IN FEET DIA. SIZE 0-20 30 40 50 60 70 80 100 _ - •:.}'::.1.� � ----t � I ,. •..,. r 4 x 4 5.0 3.5 - • _ _ - ;- - - - „ 4 x 6 ( I 48 6.0 5.0 4.0 3.5 3.0 I i I I I I 6 x 6 6.0 5.0 4.5 4.0 3.5 h D D � � h - D - ( � 6 x 8 6.0 5.0 „ ,. i , ,1 1 I I I . I I I I I 7� g �, 7,� I i 4 x 4 6.0 4.0 3.0 3p -} - - - - - 4 x 6 6.0 4.5 3.5 3.0 � 60 cD '% 6 x 6 5.5 4.5 4.0 3.5 3.0 00 i 12"m i n. :�.,. : .I - oa ,y • , e 6 x 8 5.5 4.5 4.0 - 71�,� g, 7��'� 18" Max. Spac.� 7�29 T7 4 x 4 5.0 3.0 r- L J\ I�2 0�1 2 2 „ 4 x 6 6.0 5.0 3.5 3.0 18" Max.Spac. �- 2-0 - 1 2-0 72 6 x 6 6.0 4.5 4.0 3.5 3.0 3.0 FRONT ELEV. DOUBLE HEADWALL SECTION , SINGLE 8k FRONT ELEV " L2' HEADWALL SECTION "L!' HEADWALL 6 x 8 5.0 1 4.5 4.0 1 3.5 DOUBLE HEADWALLS 6 x 6 6.0 6.0 5.0 4.0 3.5 13.0 84 6 x 8 J 5.0 4.5 4.0 3.5 1 3. 8 x 8 1 4.5 3.5 Single Double Length of W 6 x 6 6.0 5.5 4.5 3.5 3.0 11 1If D h I Vert. Steel Conc. L Vert. Steel Conc. 2 - 0 3 - 5 4 - I I 6 - 5 7 - I I g 6 6 x 8 5.5 4. 5 4.0 3.5 3.0 in. ft.-i ft.-in. bars lbs. C.Y. ft.-in. bars lbs. C.Y. ,to to oto to to 8 x 8 4.5 4.0 3.0 1 2 2 - 8 5 - 0 8 28 0.60 7 - 0 10 38 0.82 p h 1/2 3 - 4 4 - 10 6 - 4 7 - 10 9 - 4 Conc. 6 x 6 6.0 5.0 3.5 3.0 15 2- 11 6 - 0 12 41 0.75 8- 6 14 52 1 .04 Number of Vertical Bars C.Y. 108 6 x 8 6.0 5.0 4.0 3.5 3.0 18 3- 2 7 - 0 12 46 0.91 9 -6 14 57 1.21 6 8 IO 12 14 8 x 8 4.5 4.0 3.5 21 3- 5 7 - 6 12 49 1.02 10- 6 14 62 1.38 in. ft.-in. f'.- in. Steel lbs. 6 x 6 6.0 4.0 3.0 12 2 - 8 2 - 6 28 + 3W 32 + 3W 0.38+ 0.12W 24 3-8 8- 6 12 54 1.20 II - 6 I4 67 1.57 I5 2- II 3 - 0 36 + 3W 41 + 3W 0.48+0.13W 120 6 x 8 6.0 5.5 4.0 3.5 3.0 27 3-11 9 - 61 16 70 1.39 13-0 18 85 1.84 8 x 8 5. 014.0 3.5 3.0 30 4-2 10-01 16 74 1.52 14-0 18 91 204 18 3- 2 3 - 6 40 + 3W 45 + 3W 0.59 + 0. 14W 6 x 6 5.0 3.5 21 3- 5 3 - 9 43 + 3W 48 + 3W 0.66 + 0.14W 33 4-5 11 - 0 16 79 1.73 15-0 18 96 2.25 132 6 x 8 6.0 4.5 3.5 3.0 24 3- 8 4 - 3 47 + 3W 52 * 3W 58 + 3W 0.78 * O.15W 36 4-8 12- 0 16 85 1.95 16- 6 I8 103 2.56 27 3-11 4 - 9 57 + 3W 62 + 3W 68 + 3W 0.91 + 0.16W 8 x 8 5.5 4.5 4.0 3.5 3.0 39 4 -11 12- 6 16 89 2.09 17- 6 20 116 2.79 6 x 6 4.5 3.0 A S B U I L T 42 5- 2 13- 6 16 94 2.34 18-6 20 122 3.03 30 4-2 5 - 0 60 + 3W 66 + 3W 73 + 3W 78 + 3W I.00 + 0.17 W 33 4- 5 5 - 6 64 + 3W 71 + 3W 77 + 3W 83+3W 1.13 + 0. 17W 144 6 x 8 5.5 4.0 3.0 - 8 x 8 5.0 4.0 3.5 3.0 BY�- - ... . - 4515- 5 14-6 20 115 2.60 , 20-01 26 153 3.38 36 4-8 6 - 0 68 + 3W 75 + 3W 82 + 3W 88 +3W 95 + 3W 1.28 + 0.18W NO CORRECTIONS THIS SHEET 48 5-8 15-0 20 119 2.75 21 -0 26 160 3.64 156 6 x 8 4.5 3.0 51 5-11 16- 0 20 125 3.03 22- 6 26 168 4.02 3914-11 6 - 3 79 +3W 86 + 3W 93 + 3W 100 + 3W 1.39 + 0. 19W 42 5-2 6 - 9 83 +3W 91 + 3W 98 + 3W 106 +3W 1.54 + 0.19W 8 x 8 6.0 4.5 3.5 3.0 54 6- 2 17-0 20 131 3.31 23- 6 26 175 4.30 168 6 x 8 3.5 45 5- 5 7 - 3 103+ 3W III + 3W 119 + 3W 1.71 + 0.20W Use headwoll tables for concrete pipe and for C.M. P. 48 5-8 7- 6 108 + 3W 116 + 3W 124 + 3W 1.82 + 0.2 IW 8 x 8 6.0 5.0 4.0 3.0 ' No deduction made in quantities for variations in thickness 5 I 5- I I 8 - 0 12 I + 3W 130 +3W 2.00 +0.2 I W 6 x 8 3.0 STATE OF CALIFORNIA q I80 of pipe walls. 5416- 2 8 - 6 127 +3W 136 + 3W 2.18 + 0.22W 8 x 8 6.0 4. 5 3.5 DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS All reinforcing steel *4 bars. to HEADWALLS STRAIGHT HEADWALLS STANDARD PIPE CULVERTS PIPE CULVERT HEADWALLS AND HEADWALLS D89 W o. 22 0 36 _ ►Onr WM.Z•.. 1 • I � •r w STAT[ rtefwAL Paciac♦ 1M r•Ka •Mttr •Or•L Dlr Mo •taw A• owes we MON CALIF To occompony Plons dnted 11 r 6" 1 1 ? n 1r ROVTE SECTIONswat I w w ypes 1 If 1/7ffffl7 - 6 -24 R'� �--5 -•-4 -+ 33 - 5 P�imPOSAO an tx s3n9 pavrmtM R' I ;o R' -t 1 - - -C 5 - --- tD a 4 a " -� 4 _ 24" R'�'t.:"` �. _x T R X01L? R187 A�;.►oval Rec3mm rdrd 2"or va�riabk � � _ ' •. � 11 ► 4 �' I 1/ r Ervoneer of Design :. �. ::• d'. .o ' I 2 Or variable r N :-A .''' �� '! ti f -I _ If 2 or variable - •d • Registered Civil Engineer N0.7603 �. 40 Go ro Go R 1 R. A1 -6 A2-6 A 1- 8 A2-8 B I 26 B Z ±•lol►gltuOmal tax I j 8 3 tote Highwoy Engineer • � Ddwtl 5peced 4',Min le++�M aJ Reg�sterrd Ci�ril Enpin�eer No.Sl�i TYPE A TYPE 8 4. Il T r- 354- IZ"�4- 7 N _ r.•-- i2„__ H _ Note • Curb feces to be sco W trsnsversel 'f'- 24 I - Z4 , with steel brushes on•Type G R*y: 19,9 J' rt R=I• � R-r" 2"or s n d Types D- 24'' ---•1 2' Vertical 3i 2.. • 1 - variable jo I 3 = -- - -: f - or - - .� _ 2" R y? variable R-Y It R • ' , • ' • • • `• • .-••. `• R:,2 {0 Ir • r� %"f • • • • •. • m Ir, R•12' 1.' ,' •`• R• {� a •' - ,' .• w - .• �• a w It P. Lanq,tudmol ear ' D I D 2 I lorgtudinal Bar ' ,� D 3 1 I • . ' � • • e • TYPE C3 �' T Y P E C �. ��h s'�� c 3 4p�w<� �>�m 4' �� �Lr TYPE E TYPE F' Bridge oe< � TYPE D (ON BRIDGES (ON BRIDGES) ) r Type A-2 Curb Direction of Traf fIC Type E Curb CURB QUANTITIES 0 I •' ,; - e _ : _ _ •:�; _ .. _ '. Type C.Y. Per Lin.Ft. Typo C.Y Per Lin.Ft. .r, 05d� 043 0 36' ' 0.29' 0.22' I ' -�- - .02585 CI 0.02752 o_ � 0.17' I '•• 0.20' 0.22' • '� � �: ,'• ••. � N 0. 5 0.08 � A 16 ti 0.24' 0.26'-- • 0.29' 0.31' 033' '' o A2-6 0.05903 C2 0.06457 o _ :• _ ..� ;, - AI . B 0.03084 C3 0.00965 -- -- - 7' - - -- - - - _ 7� _ --- - - - -- --- _ - - - - A2-8 ' 0.06379 D 1 0.03073 -- - - - - ---- - -- - ----- ? 49 --- - - 7 --- - 71 --- - 7� B 1 0.02930 D2 0.06782 82 0.06171 D3 0.01223 STANDARD CURB TRANSITION - TYPE E TO TYPE A-2 83 0.01074 E 0.06661 Note : Straight Line Transiticn in Flow Line and Top of Curb I- - Vorles Varies unless otherwise ordered by Engineer IWorp when needed Waro when needed See Note 3 i See Note 3 NOTES o� Front Ede - Y PP W - Rouneed- 2 �• I 1.-- CaseA normally applies Bridge Roil End of Bridge Curb g = - -- _ / Jo'n of Sidewalk d -Join r, y - ' 1 2.-- Use CaseB when romp p sbPes would exceed IOx l 1/ - 10% Max in Case A. Fore of Barrier Curb i GutterY2 R 3- - Use Case when sidewalk slope would exceed Case A -p _ Straight I Grade 69' in Case B Longitudinal slope of war o o� a In X 1 Grade n X Normal sidewalk area CI o Straight t �� cV2 o a adjacent to driveway sholI not vory more than 6% Grose > o Depressed Sidewalk from the longitudinal grade line of the sidewalk o� Vary Cross Slope - /2 Rounded - 6% Max 4 - X =3'-0"except for curb heights over 10" 'where Z � as required � � • 0 Eg _ _oU I�� . • ' '` 4:1 slopes shall be used on cxuu s:ope 9 10 % Max. 5. - Sidewalk and romp thickness•'Cat driveway . �� Locution of Catch Basin ' In if Required PLAN Gutter 1y2 R Case B shall be 4" for residential and 6"for commercial. Grade 6 - Difference in slope of the driveway romp and Depress one edge of sidewalk - - - - -- - - - ---- --- the slope of o I ine between the gutter and o point Approach I F L. _o _ O on the roadway 5 feet from the utter lint shall pp _ Depressed Sidewalk 9 - - - - - -- - '2 _ f 6% Max not exceed 15 9°. Reduce driveway romp slope, not Slab X - --yy - -X - Rounetd 0.18 0.33 -» / - Sidewalk- = Ifs-- •-- _ gutter slope ,where required. Bridge Type E Curb JL10 9' ...- ,. Curb Face Gutter �� I�"R D Max. - Gutter Grade Grade 2 Case C - 7 Min. -T- 7' Min +� E p Depress er+hre sidewalk Bottom of Curb -� ELEVATION SECTIONS FLOW LINE TRANSITION - TYPE E AT STRUCTURE DRIVEWAYS ` I O'rection of Trof fic o - r tin f Trof f i � � $ �, � Dr eco o a c o o 0 0.46 A SBI L T m � _ _ ---- _ - • 0.83' - - - 0.1 T A- Type A-2 Curb 30 8 T ur - •' �r o NO CORRECTIONS THIS SHEET Burner 0 '= � 2 0 l7 0 25• I Type E C b t Curb � o o Curb o O.SO 0.25 0.33 Type G }.• � • \ STATE OF CALIFORNIA_ HIGHWAY TRANSPORTATION AGENCY I 1 8 DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS f- CURB TRANSITION -TYPE A-2 TO TYPE G CURB TRANSITION - TYPE A-2 TO TYPE E STANDARD CURBS AND DRIVEWAYS 'See Note) tN 8 - 2 . D%" 2 2.1s o4 316 rt-td - ✓T✓ � " „ sie• �` �p- D IST SCOUNTY � 6STE SECTION � / 1 .�l6' ;;- 3/4 Dpick half 7 %6" 3 ? x/ Dionond mot /6 15 C. Tr 80,062 [w.rMlfO CIVIL 9"two-R I—Owe 11471 16 \ 9 mT7 I / ' ' I• " i m / / O/ n%n SEC TION OFCOVER \\ \\ j',� � Socket set �/6R 2 SEC TION OF FRAM I I/= / �e� screws,see � Rad of co D£r�4/L CROSS SECT/ON — Ir4 THROUGH RIM 0Q�ooD�O TATE OF CALIFORNIA OOow00 E07 00 — - /4 " J Outline where rib*ns rim. Q No� � � ,�� Letters/"high. other inscription to appear on exposed surfaces. ���j/ - po 00ao00 0 - � � ' a� TOP OF MANHOL E FRAME B COVER Ono, a 23� outside dia of cover /°IC'G Al A ❑�DC3014��- aQQQC5 Some ang/e C30 QQE�7> 6"Q' 0througho � 0 o �o 34 Oo°o / o ��0 oa DO o�� oo�aop000OO � zz"dia. c/ear Opening _ 3/4 34B # OO �oaDo� OO outline where ribs join , QQQ D CROSS SEC T/ON THRaIGH FRA ME bi GYJVER Weight-262 lbs. . CROSS SEC T/ON THROUGH TOP PL AN OF COVER F/nished surfoce RIB ,4 T M/D RAD/US - - - Weighf-/96 lbs. Or%//and fop hole and install 3/i"x/ %s" PLAN OF FRAME socket set screw, hexagonal hole.,US S threads everdur or equal J 4522 %1►' i - - - Gap in rim of "ho% cover opposite pcoe - -,-� Q p �Q Pic* h / S/B'R ' � ; MANHOLE COVER 54 " 5 -In" �, LOCK/NG DEV/CE DEMILS Qf >� BO T TOM OF MANHOL E CO VER DE TA/L Surface of/e/ter shall be flush with finished surfoce NOT£•' Frame and corer shall be CAST IRON Weight- /30 /be. 2 /j; Materia/and workmanship shall be in accordance with the /o/est specifications. -- / Galvanize complete assembly offer fabrication. BOT TOM_ OF CO VER MANHOLE FRAME AND COVER FOR SIDEWALKS NOTES- Deck re/nf to be IPIi rhe manhole frame and cover sha//be made DETAIL U4 F stopped of OpetYng of gray cost iron conforming to Me latest c " D as shown. I=/�" specifications. F 2 -O dio manhole " min. 2. A//ports of the monhole from*and corer s'4 ~ 6 - O V 2- +r 6 �« x 8- Ok Talo/ 4 ' 7'" Machine except moehlned surtbeis sha//be cooled Girder �`� _ _ _ _ _ -- _ - - - _ _ finish,see note 3 with ospho/tum point. 191 - r' 6 �� I •,\` 3. The manhole frame and cov*i shall be tested _ �'r - - - - - - -- h- 4 y," SECT/ON 69-8 --B for accuracy of At and shall be marked in - I x6 ' sets before delivery. The cover shall fit the I I SEC)70N D-D frame snugly but not light/y. min — Bend boors to clearSEC I �..-� 4. Cowes for use on sewer structures shall bear 6 I I the ti!leI on storm dro/n structures the II II • letter "0,on openings for utilities the /otter 5. The weights of the frame and cover shall not = - _ -= - _ --- _ = - SEC TION C C nary more than two per cent from !hose lei _ I � 2'- 0 given hereon. &4 11 EL E VA T/ON F F _ _ I SEC TION E-E of opening NON-ROCKING MANHOLE FRAME AND COVER. _ _ __ __ _ _ Girder I I _ Note. FORDECKS- - - - - - - - - - - �_ � 1 C Wl'fere manhole is located r v 4 I DETAIL L 5 adjacent to o diop►hroQ►n or ,e I D obut.,substitute Ho/f Section E=E on one side of Section E-E. /-O nom. - --� - -- - -- - Girder' PART PLAN HALF SECT/ON E- E' PART PLAN f Golvonije often Fabrieofibn — — — — — — t — — — — - — - DECK ACCES OPENING F SIDEWALK ACCESS OPEN/NG DETAIL U 43 5,r �, i' z~ PART PLAN DETA/L U 42 9 /63 oE�r►STATE of G►UFO File —,_— RTMENT of PUBLIC w�aacS XS-I6-50 —� GIRDER STEIN! ACCESS OPEN/NG DIVISION OF H'GNVAyS Foce of concrete nwn. Biu DETAIL U 4 / N O TES AS B U UT / . For exact location of openings see other sheets BY,-6/c ADDER RUNG DETAIL ?. Locoron and site of manholes may be modified as de cted by the Engineer, provided NO CORRECTIONS THIS SHEER DETAIL U44 n+/n/nwrn dimensions are mo/nto red STANDARD UTILITY DETAIL NO. ?- c�o ER Required3 A// reinforcenwf deb/led to be placed �n odd�tion to -e,17fOrcOmf"'Tt Sh0wt7 On OMOr meets . 0RIDGE DRAWING SST OF NO NO RE�,SION DATES ( PRELIMINARY STAGE ON-Y ) Disregard, prints bearing earlier rewslon dotes -� T- 1)W re No. 22. _ 29 J 3 b �1 . arAT■ tM71M Q .ly i 1 / /�1 C.1 104(1* TOTAL (IIY At $,.T( / 1�1�11 •��I�CI �� r(AA r0 1M(( T1 7 CALIF IS-SG- &9_5 -535 / 4 S►iEETMO TOTAL GIST COUNTY ROUTE SECTION O ' ID OECTSI T- SYMBOLS o8 S. s CR J II PROPOSED EXISTING R Signal conduit R' WSTRICT (NEE -DIST V111 �i� --- - � — Lighting conduit I N S T A L L A T 10 N NOTES APPROVED o Pull box , )� him Impact Detector — %ra Non -d1recttono/ pressure defector - M D M o Non-dlrectlono/ magnetic defector CONDO/T SIGNAL EOU/PMENT o ; Dwecliono/ pressure defector / Unless a91A&iw1se indicated, service anddeleclor runs and conduit into sign slruclure / Pressure defectors shall be 6 feel long, non - direc%onal unless Ilherwise 1ndlealed . 0 ,o O O I ® Controller foundations shall be /inch and a//other condull shall be rot less than /i¢ inch. Troffic signal, each arrow one-woy three co/or2 Defector Position dimensions refer to contact unit 5" 5" _3" ' •=`� � 2 Conduit she// be Insfo//ed /B minimum be/ow curb grade In sldewo/k areas J and 3o minimum below grade or fins hed surface In all other areas, except 89 Q Troffic signal one way three-color with bockplofe that conduit installed within curbed dividing slaps constructed on SINGLE POLE1 existing pavement may be laid on and secured to the pavement Tioff�c signal one way three-color with green arrow 3 Top of defector foundation shall be flush and trus with po✓emenl surface. T 3 Conduit runs parallel to curbs shall be placed adjacent to bock of curb 21 7 (R and I standard unless Otherwise specified) except where in conflict with existing facilities � 4 Defector contact unit surface shall be /eve/ with rim Of frame or no more 8 /� � (Red and ye/low louvered) than //8 - inch higher Wolk -Wool pedes/rton slgno/ 4 Existing underground conduit to be incorporated into new systems she// be 5 The mounting cleaneld with o mandrel and blown out with compressed air g bracAret dimension between the axes Jhru center of signal head and "�Ie} o , , Pedestrian signal, 2-color head center of terminal compartment, or slip-filter, she// not be greater than //"except 0 ' ' where shown otherwise on the p/ons,or as directed by the Engineer Most arm traffic slgno/(wifh bockp/ate)(on Type 5. Conduit terminalingyin standards and pedestals shall extend 2"max above 6. Vehicular and pedestrian signal mountings shall be oriented so as to provide Qo Qo 0 Tti IT standard) finished top of >0undollon and shall slope toward the hondho/e maximum horizontal clearance to adjacent roadway Electro/ger,most arm lupe with most arm traffic signal with bockp/ote ( Type III stondord) 6 Service risers she// be lerrmtnaled with a service head or shall besealed foprevent E/ectroller, most arm type ( Type Y standard) TANDARDS AND POS TS the entrance ofwolcr os approved by /ha serving u/�/qtyOS o0o EElectroller, upright type /. Type I stondords shall be I-C Pedestrian push button o PPS -" "b Power onposl 2. Guard posts shall be installed a minimum of 2 'O"c/eor of curb face. 1 0 0 o f -0- Telephone pole PULL BOXES 3 Pedestrian push button post insta/led within the area of curb L — 0_ 1 ♦ -b- Fire hydrant return shall be at a minimum of 3'O"c/eor of curb face ,0, Flashing beacon, one-way / Pull boxes in the vicinity of curbs shall be placed adjacent to bock of curb, except ---� TioflIc signal with all colors louvered when shown otherwise on the plan or when in conflict w1th existing facilities. .-,- -- / --�- 3 -� )I-- -- -- - - - - - - Overhead conductor 2. Top Of pull boxes shall be flush with fo of curb or sidewo/k rode or- 4 4 i-P B Pull box marker above surrounding ground when no finished 9r-oae ,s es fobfished. �-0 Q__�, FOUNDA T/ONS DOUBLE POLE Ultra - sonic defector (Side fire type) 3. Au//boxes shown adyocenl /o standards sha/�berns/o/%daya�ns/ bud no/ �_ `_i_ Inductive loop detector on roadway side o!1ovnda/ion / Unless otherwise shown on the plans, the top of foundotions for stondords shall be Epulpment location number level with top of curb in curbed areas or 6 inches obove surrounding grade in other SUB - BASES FOR RELAYS (l or 2 Bonds) — Phase ( / Or 2 Bonds) CONDUCTORS AND WRING areas. Circuit (l Bond) — - 2. Unless otherwise shown on the plans, foundotions shall be installed with 2 foot l S�gna�" neu/ia/ sha//be a separate ~/0 AWG conduc/or c/eoronce to edge of poved shoulder. End of conductor D 4 e Typlco/ Morklngs 2 Conductors between ballasts or transformers and luminaires shall be w104W6,600volf I B - / Phase 3 Conductors between series-to-multiple transformers and sign switch shall be #121 AWG, 600voit Detector /ocoflon as shown on plan 4 Number of conductors Indicated In signal system conduit includes ..3 #14 Detector Circuit A WG spores TYPICAL BANDING OF CONDUCTOR ENDS 5 Conductors shall be Identified with bonds NO SCALE 6 Underground conductors to signals shall be run without splice, except that where existing signo/s ore being moan feed, signal conductors may be 1+ spliced where Indicated 7 Neutra/ conductors may be spliced In pull boxes �. B Two feet of slot* shall be provided In each conductor in each pull box 9 A separate conduclo� olher than neutral, shall be run from each Ore53are detector or cv ° pedestrian Push button to conlroller cobh7el N /O. Color coding for wiring to pedestrian signals short be as specified for C%1 corresponding vehicular green and red Indicallons N //. One side of seconaory c1rcull of series - to - multiple transformers shall be grounded On structures the grounding electrode 5ho11 be the condull system Of! structures, It sho/T be o 112"X B ground rod Installed through bottom of pull box p�0 rn� AS BUILT p h 4t S fandord NO CORRECTIONS THIS SHEET Q d k ° G E N E R A L D ETA I LS 4 It With 14" Curb, d =2'- 6" ' v - With "B"Curb, d *4 or as � TRAFFIC SIGNAL AND , With "C"Curb, d =5 dimensioned , o HIGHWAY LIGHTING INSTALLATIONS FOUNDATION INSTALLATION BEHIND CURB NO SCALE pw 0. 2,2 3 J 31.- - - --- -- -- _ r °� _ ,E`T E INfER pA'E SIG Ev'INEER DATE A P OVAL EZ w.rENDED 6r DATE r ; S. P. R. SHEET TOTAL DIV. NO. STATE FEDERAL PROJECT No. µe. SHEETS 7 MIF. S - S 6-6 95 07) 3/ 1 DIST. COUNTY ROUTE gEQ SMEET TOTAL Na $HEM 08 S.Bd 6 9f CR 3/ 1 360 W1 , U A� COUNTY ENGINEER REGIS ED CIVI NGINEER two. 849 DISTRICT ENGINEER DISTRICT VIN ICO�C/�l�C� APPROVED I CITY i COUNTY PROJECTS ENGINEER REGISTERED CIVIL ENGINEER NO.6 5 Z Z � x qj I o . � I eIrnp, Sta. 1,52 ,- 32. 08 = I 5 00' 1 t, t Sur. Sto. 1, 2 t.Yl. 90 Instal/ Type III Std I I � I Post R1W / I • A pp. b. TYPE 150 9na/s I I Remove E' %i�se I I PhB tfot00 /5ol t 00 — I l5,?t00 s �' Irr�Qra vemenf N,0"091,45"GY I LO Survey - N0"09'4S"W - - '- - 49CHI9,,4L O XW-NOF i 41 Type Ill" StdIq R/W I I A I P. P. B � 0,4 PP•6. Pos t M-1 My ,. 9 Instal/ Type III Std, J Exist Traffic Si9nol LiyhtS I Exist, Curb - -{ Exist. Walk - Wait O p.p.b. Exist. Pedestrioa Push l3utton 60 NOTE: 1. ALJ = Louver Green � Yellow Indications 2. Striping To Be Done By Others : A S B U I L T NO CORRECTIONS THIS SHEET LIGHTING SIGNALASD DETAILS ' ARCHIBALD AVENUE AND FOOTHILL BOULEVARD D we N . 2.2 31 J 31. -- — — - - — — — — — --- °►w TAT[ PwoJOCT no. I/NCAI MQ" TOTµ Tull IN S"=Rw CALIF I CX 9"Golv. cost iron DISTRICT JCOUNTYPOVTEJ SECTION 'ovus. "I" b, B 1/2" pipe flange F. & D. oe d cR .�.� 3.� -4" Std. poly. steel pip! � OAS WE _ APPROVED FEBRUARY 1964 II go. Tapered W 4"Goly. steel pipe or conduit W �(� (Thread both Ends) 10- 00 _ / 3")(S" Hondhole and cover TRAFFIC EN NE R,REGISTERED C.E. NO. 8586 3"X5" Handhole a Cover ■ 0 ©� 0 / - s 1. D. Min. at base I A_ w � min. 5" I.QMin at base. 2'min. 5/$"x 18"Anchor s c _ « W a� A� �'� TO ACCOMPANY PLANS DATED 3/4"x 18"oncho�r bolt bolt. Thread 6" 0 1/2 Bos! plate © TD © OT T� Thread 6,with : . with 2-nuts and �; ►,� T-fitting with plu These signals face intersection 2-nuts and 2- :;;;' 2-washers each. •;�;�:. washers each . Length :;;. ;;;. does not include 90° Bockplote "' does not include 90° �'`-"` '" bend. '��: ` � Ree louveree 511 Litt ►F ;_o1 bend. r�---� -Offset slip rifler er • . . Most arm Bock ate ' Yellow louvered a 2 2�-0 12" Green arrow TYPE I-A STANDARD TYPE 1- 8 STANDARD TYPE I -C STANDARD (unless otherwise ( Details not shown some as in Type I-A.) Indicated on pians) Slip fitter NOTES: I . Standards shall be 10!-0" for vehicular signals: 7'- 0" for pedestrian 12" Lens signals and left-turn vehicular signals, unless otherwise noted on plans. : A-7 Gas tube type pedestrian signals • 2. Top of standard shall be 4-I/2" O.D. � 9" Lem 12 Lens Most °^" 0 � ' 3. Conduits shall extend 2" max. above finished surface of foundation and for A Types I-A and I-C Standards, shall be sloped toward handhole. Gas tube 4. One anchor bolt shall be bonded to conduit, type ped.signol 5 Conduit between standard and adjacent pull box shall be 2" size minimum. � " above surrounding rade. - - - Top � � . 6. In unpaved areas top of foundation shall be 6 g g W� 1ILl-_4_ �Il� Side Mounted Slip Fitter. Q SIGNAL STANDARDS (Use only when noted on plans.) NO SCALE POST- TOP M TIN BRACKET MOUNTINGS.�. MAST ARM MOUNTING Mounting includes .terminal comportment ! "—" Speciol .mountings (Use only when noted on plans.) See plans for type of - signal mounting. Flasher control cabinet NALS ANQ MQUNIIN Toward Post-type terminal Mount terminal as when specified NO SCALE comportment, "compartment on intersection I- section signal head side of pole away Backplate Type A- 6 or A-7 ` " ,,,rte yellow lens and bockplate. from traffic. signal mounting 2`-0 edtstrlon Incandescent sign lighting fixture.signals Pedfstrlon Slip fitter Washers curved to signals � I min. galy. steel pipe tit standard GS .o* —Slip fitter See "POLE PLATE" detail. o - a --�- �-3 I/2"min. Pedestrian push � ' w ' o— v O button (When co .� o l ,; 7�_ 0" Type � c S ignol standard Q _ �1• indicated on plans) - o Drill and top for ''��co C I-A,(unless otherwise E " ' _, ti _ = H/2 st d. pipe _ ,. _ � �_ � noted on pion:) _ - o+ _ O 20 O -- - ble a Curved to fit Q i— Guide WASHER DETAIL V) -OQ' in ❑ d in Y ❑ ,,Type I -A (unless otherwise Two rows of 3 _ - - standard noted on plans) set screws ON TYP E I-A, I-8 ON TYPE II , = OR LEFT TURN LANE ADVANCE FLASHING BEACON 4-1/2"er Slip '��"l� - SECTION A-A OR 1-C STANDARDS Z STANDARDS NALS INSTALLATIONS . NOTES : I. Mountings shall oriented t r vid maximum h ri nt Iclearancet nt r w tri nsignalsh II i i POST- TOP "MOUNTING BRACKET MOUNTING �" 2- �" g beto eo zo a o adjacent roadway. 2. Pedestrian shall be positioned oned on the side of � standard nearest crosswalk controlled. 3. Bracket arms shall be long enough to permit proper alignment of signals. 2 ILEIMINAL GQMEARTMENI TYPICAL EQUIPMENT MOUNTING NO SCALE ! Flat Washer Cost Bronze ►- -2" Pipe most arm ' � TYPE I TYPE II 3/16" to 5/16 ti I • Cable �/E•,�1 I-/2" A-1 aPipe8 I H r�0h or W-1 mountings) (ForA-3aA-7 mountings)S (!i/2") on post I- I A guide 7/I6 2I�e 2 V " 15/16" sipfitter. 2 mounting NOTES : I . All threaded openings shall be 11/2" I.P.S. 16 3/8"R �Ii2" �12Signal ; - � r3/e" X9/16" lie MMII arm S■(f l/4") on molt S; nal Mousing Lock ring.Seal with 2. Serration in fittings shall match those on bottom a Flot Mosher " � �' - • q g /L s 0.051 or heavier gage gasket sealing compound. of signal heads or in lock ring. • 6" " ,- _ - -- 3003-H14 aluminum 3. Top opening shall be offset when back late is used. 27/32 P 9 P L ' r - sheet Lock nut- Shake proof lock washer t--- LB Signal standard ID - ; Nto utout and bockplate for 12" red. 1 1/2" Nipple C - l_ 1/2" Standard bolt SECTION 8-8 Mounting brackets After signal hos been plumbed and secured SLIP-FITTERS FOR POST- TOP MOUNTING cadmium plated or galvanized " " �; Drill signal head and drl11 7/16 hole through most arm In line with Isle eve eve eve attach back plate with hole through slip fitter. SECTION A-A Cutout and - - (6) 10- 24 min. size, Place 3/8" gatvanized bolt with washer under bolt NOTE: On upper clomp omit cable backplate for self-topping and locking and through hole and secant with two nuts guide on center hole In standard. 12� green arrow and o washer. serrations stainless steel machine POLE PLAT E 2"R.- screws. -, S/16" Fl/2" Pipe 4'3 REAR VIEW threads AINO SCALE FIX r - � � S LT NOTE: No background light ■ �\�1 A g q Stop 3/16 Bross Pins A to show between plate �, BY .... ................. . . :..- and hood. Use w.hare locking ring NO CORRECTIONS THIS SHEET ARROW FRONT VIEW BACK P =� 3 Cadmium plated si not +ntegral v- 'h (12` GLASS LENS) - Slg�lal 'leas STATE OF CALIFORNIA R TI V steel set screws. DEPARTMENT 0 F PUBLIC WORKS DI EC 0NA L LOU ER Ring to be of bra:s,of sufficient SPECIAL 90 ELBOW • contact area to cover flange on One for each face except DIVISION OF HIGHWAYS NOTE: Louvers shall be secured in place with 2 SLIP FITTER FOR MA •boa' "°"'`"g those with specic l slip STANDARD DETAILS N 0. 2-8 one plated brass machine screw and nut and oriented ARM MOUNTING LIQCK� fitter mounting. as directed by Engineer. - TRAFFIC SIGNAL AND §ANAL BEA12 AIIA911119NT FITTI HIGHWAY LIGHTING SIGNAL HEAD ACCESSORIES INSTALLATIONS NO SCALE NO SCALE Not To Scale •2 6'! DRAWING N0. E- Revised Dw Flo_ 2 3i ok , ES - 213-2 8 P R I FISCAL HEFT I TOTAL RFC, No I STATE FEDERAL PROJECT NO. YEAR No S44EFTS 7 CALIF. ; D'St CO'M'• w^ Tf c ,. SHEET 'O'• F/ 1310 brass stud bolts, nuts and 25"t washers,2 per box. Recess // 11,611 21%2"---il cover for nut. --- - -� - / B D / C / D / l9 - / Qece.n APPROVED 2 Inscribe _ - -TRAFFIC SIGNAL --- I '� STREET LIGHTING X -- - - - --- -- — - •1• �\ �- � Assisfonf $ oft Hi h — �� when containing N STREET m \N q y Engineer C.E. Lit. No. 5989 -- signal conductor LIGHTING - - HIGH VOLTAGE � t To AccorPANr PLANS DATED 0 �o; j STRAIGHT SPLICE (600 V or 5000 V) - T- — 1 ,/ Ovoltage circuits „mit for low 2"��j X2/2 /5 i N I/ of /f #I // I/ 1/ // a /I // N l B D I/ C % D B .4-w - �.� - �� � -• ? N . . Grade (See Note 3) .. . . .. . Precast reinforced concrete =n, Bonding Jumper Jum N ;� * Bonding Sea/ around conduit p Use 4 way pressure I _ sleeve connecter iV Jumper with mortar ,, - 60 with branch removed STRAIGHT SPLICE DIMENSIONS _ Inches Extension when box houses 30 AWG ..8.. D.. transformer or ballastLAJ Clean crushed 600 Volt 14, /2 or l0 Solid _ _2" %2Clean crushed I rock sump 0 600 Volt 8, 6 or 4 Stranded 2 " -7, rock sump. N O. 3/2 01 2.0 0.5 X .0 - - - - - - - - - - - - - - - / /" " lV I.0 5000 Volt 8 Solid 3111 l 30 1 Y4 T-SPLICE DIMENSIONS — Inches _ Ground rod when specified 0'2 0.1 tic— AWG 01 gpor when box houses transformer l/8 It Screwdriver slot 'If) 6 0F ___ _ - -__ _ _ " - _ _ LJ _ o 600 Volt 14, 12 or l0 Solid 2 " l/ " / ,� " / " / „C „_ Connector length N O. 5 .� -l /2 x 4 x 8 U l 2 /g. -- - -- -- - -- - - - - - g 120 90 60 30 0 30 60 90 120 600 VOLT T SPLICE DISTANCE /N FEET TYPE III 78brass hold-down l0 or Ilgoge Tube, 3�6 wall bolt and nut. Shielded Highway Lighting Luminaire, 30" Mounting Height, 20,000 Lumen Mercury PROCEDURE � � ;�--r- �16" I. D. Vapor Lamp A. Remove insulation from each conductor to distance / C f /2 and pencil _ �� Bolf holes sholl ISOLUX LINES OF MINIMUM HORIZONTAL to dimension D. Roughen penciling. 9/l6 /lam l /l6 l match standard _ _ _ ___ Cover shall cover FOOT CANDLE S �`���i�' stud bolts. - i TRAFFIC entire top of box B. Train conductors and place connector, centering over butted cable ends _ _ _ 3 /l6 _ _ I 0.01 Inscribe with l�2letfers I SIGNAL I "d/a, lift hole _X C Crimp connector. If crimping tool is not ratchet type, solder crimp SECTION A-A as for concrete covers connection. 8// _ l" A ./ Drill and counter sink for D. Insulate. Use method `A"on high voltage circuits unless otherwise specifrd. �� 1 �l"Chamfer /4 steel plate cover, 3/4 deep /recess cost8" flat head screw S PB galvanized after / / „ �in cover seat. Point lock Sidewalk or fobr/cotion 4 /� 4 / Pull box cover o B : I pavement grade — Approx. space p N � " " N , o .p •e .,D. INSULATING. METHODS I Point white /3 L '1 I / I 3 i enamel �I x l � x /2 /l6 L Connectbonding juirper Low Voltage Circuits (0-600 volts) Method 'A / f l "x l,3/ x 3/ " L 3�`/N.C. x I °' to groundrod,metallic Target Plate Na 3/2 or No.5 Precos +, 4 4 /6 - F.H.M.S. with 3 g o : conduit round wire. 1. Apply one coot of rubber cement and allow to dry. Reinf. Conc. Box= C Bonding iV Bevel ends to fit y l8 Boge mels/ Jumper _ washers and 2 e Bollost handle A A Sea/ around 2 * lip of box. _ nuts all go/von/red ° No. 5 pull box 2. Apply low voltage tape to o thickness equal to original insulation. - conduit with mortote - ' a I 7 steel. - with extension III I lillil A ' � �• Ballast °p .) 111,11 I I II Pour in NiN IIII;I ;;II;I Field — -- A Ballast gh Voltage Circuits (601-5000 volts) Method ';Q" ,III I _'I '' -� 5" Clean Crushed Rock SECTION A-A FRONT REAR all around Ballast hanger � It, 11 4 x /Y �2 x 4 I Apply one coot of rubber cement and allow to dry. F.B. steel galvanized. Mount ballast y (Tpe A Guide Marker-No Reflectors) handle of balance point. 2. Apply high voltage tape to athickness equal to original insulation. PULL BOX MARKER PULL BOX WITH TRAFFIC COVER BALLAST INSTALLATION I 0 N PULL BOX 3. Apply two layers of /ow voltage tape, half lopped. . No Scale Voltoge or Low Voltage Circuits — Method NOTES Apply two /Dyers, half lapped, of synthetic,oil resistant, self fusing rubber tape. 1. Use steel cover and special concrete footing, as shown, when box is to be 2. Apply .007" thick PVC tape to a thickness equal to original insulation. installed where subject to traffic loads. Steel cover shall have embossed non-skid pattern when box is placed in paved or sidewalk areas. Apply two layers of asphalt impregnated, open meshed fabric tope and fuse in. A S B U I L T2. Stec/ reinforcing shall be as regularly used in the standard products of the respective manufacturer. BY_ -.. ....... _ '... GENERAL NOTES NO CORRECTIONS THIS SHEER I. A1/ dimensions are nominal 3. Top of pull boxes sholl be flush with surrounding grode or top of adjacent 2. Rubber tapes shall be rolled after appl/cotion. curb, except that in unpaved areas where pull box is not immediately adjacent to and protected by o concrete foundation,pole or other protective STATE OF CALIFORNIA J. if P.V.C. low voltage lope /s Used OS o final layer, paint finished spice with construction,the box shall be buried 12 inches below grade and shall be DEPARTMENT 0 F PUBLIC w 0 R K S electrical insulating coating, marked by a pull box marker p/aced adjacent to the pull box. Where DIVISION o f HIGHWAYS practicable,pull boxes shown in the vicinity of curbs shall be placed STANDARD DETAILS NO- 3A X adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundation facing traffic, unless otherwise noted. TRAFFIC SIGNAL A N D S P L I C I N G HIGHWAY LIGHTING PUL L BOXES INSTALLATIONS NOT TO SCALE DRAWING N0. E - Revised PROJECT ENGINEER DATE DESIGN ENGINEER I DATE APPROVAL RECOMMENDED BY DATE i I 1Jwc No. 22 33 oC3(c ES -3A- 1 i j ED ROAD STATE *04 FISCAL fN [T TOTAL IV. MO Y AR T= CALIF GIST COUNTY ROUTE S1CT10N SH[ T 0 NO eN[[TS HIED/AN 169 S 3 &,V See Note 7 See Note 7 6' Min. 3' - � c/t�/y �9L�1 h 1"C 2#14 Aso•wN LANE 3 2wires 2 wires �0 Note Sensor unit in roinfight go/v. sheet ' o o No. 3% PB metal or equal, enclosure on signal wiz 4 wires h io A -� ,q Where practical a 6x6 Medion Z _ - r'• { - LANE 2 4 es r r stondord S obove base or sensor o c L toot loo is desirable. unit may be located in signal T' f LANE / 6 wirro EP 6 wires N No. 3-I/2 pb '� A N p Left Loop /Z'or as controller cabinet. Flexible conduit (Note/0) ES Flexible conduit (Note /0) 2 Wires 1 Max. distance between Turn located by UAI M 4 Wires No. 3-//2 pull box min o. 3-//2 pull box Lone the engineer U) Loops should be S feet Ion CASE A CASE 8 "' and min. 2 feet. TO CONTROLLER T -6�� 6' 6� See Note / TYPICAL THRU LANE INSTALLATION TYPICAL LEFT TURN LANE INSTALLATION W TRAFFIC p / 2 � A A A A Sid. go/v. Bose Pipe e � • Q D/REC T/ON . .� • � steel pjpe SECTION See Note / 8 •' 45' 4s. B B 0.02 max. Installation Notes j " " • - ' 0.02 max. 3 turn No. /4 AWG Load-in wires for loops. I. S r in pavement for loo as shown. Z" min. s/g x /? - 4/64 Tw wirl• p ow groove p p Anchor bolts I CONDUCTOR • • (Use 2 wires for each /oop, 4/p COLOR CODE p .'�.• • � ' 2. Install loop in accordance with details shown. � � . • � color coded as shown.) N '• • '..; � • O •.0':'. P/oce I/2 flexible condult in sawed channel in pavement and run into % �O h Cliff hole 'n •o .•' •� 3. ,, L one Co/or O s d '�; . . !; put/ box, inserting conductors from loop in conduit os it is being � •�j';= to fit pipe / Red • t. - • o••:D ' :i. 4. ' placed. - 4• • ' - p; •.a. e'.. •e 4. Sp/ice conductors from loop to 2+1� /4 TW conductors lhrougA • 3/e,~O �— . 3 Green I"conduit to sensor unit. Note: Conduits shell protrude R 3 4 8/me SECT/ON A-A SECT/ON B-B 2 max, above finished BASE DETAIL 5 Whitt 5. Fill slots with flexible epoxy resin adhesive conforming to surface of foundation. NO TES Specification No. 61-F-28. PEDESTRIAN PUSH /. Overlop cuts of aft cornus so s/ofs ere full dtpfh of corntrs. lanes d BUTTON POS 2. Push wire in with wood. Do not use screwdriver or other metallic instrument. 2 0. I Z min. 3 Fill slots with flexible epoxy resin adhesive conforming to Specification No. 6/F-28- 3 10.141min. INDUCTIVE LOOP DETECTOR INSTALLATION 4 use existing sowed joints when possible. 4 0.18-mini TRAFFIC SIGNAL 5 where existing transverse joints are polyethylene strips, instal/ loops in Arrow to be left or right �O 5 a min. ~STRE �or both as repaired. TL� center of /9 ft. povemenf pone/s. PUSH " DUTTON TOO VAIT FOR Porcelain enameled RIT F" 6 Maximum s/Of dtth shall be 0.23. WALK 5 x 7-3/4 s/gn block GREEN :IeMA� 0. 7. Make cut at/ the wayacross pavement. .:IONAI. T-fitting with /u /afters wAile background. g plug FOR WALK-DONT DONT WALK FOR 2 OR 3 LIGHT 6 Use either "CastA•or ~Case 8" depending on whether pavement weakened SIGNAL SIGNAL plane joints are perpendicular or skewed. SI_ 9 Provide o minimum of 5 sof slack in each conductor of pul/box. Terminal For mounting on /0. F/px/b/t conduit (sire as required) to be placed in sowed channel slot. I pedestrian push button ComportmentI llltt on wAen Ultra-Sonic post, provide filter for specified INDUCTIVE LOOP DETECTOR INSTALLATION top of post Defector TRAFFIC COUNTING Directional aiming - Shope boat of costing Red S green of Ultra -Sonic � 8 to fit curva'Pure of post. indicator lights. Defector shall be as directed by the TYPE 8TYPE A Engineer. R Install push button on crosswalk side of standard. 6' contact unit unless E ' Y r otherwise noted Splice box pale PEDESTRIAN PUSH I III BUTTON & SIGN ro 0 Roe 0 0 0 0 /"inspection holes. Not required Foundation shall extend 8" for removable type Pon. outside of frome on a// sides. SIDE FRONT Contact unit • - Grounding TYPICAL LEFT TURN LANE INSTALLATION . . bushing Top of foundation Roofing paper ULTRA - SONIC DETECT0R shot/ be flush with Approx. 2 cu. 2"sleeve to allow ff. of clean pavement surface for drainage crushed rock ELEVATION Q S U I L T Installation Notes BY...c. .......... . ....... ....... 1. Defector position dimensions refer to contact unit. NO CORRECTIONS THIS SHEET 2. Concrete under removable contact unit mounting Pon Shall be finished flush with top of pan supporting angles. STATE OF CALF { '; • J. Defector contact unit surface the// be flush with rim of l/8 higher, if to unit sholl '* Rousing or no• more then g DEPARTMENT OF - � � � 4�4g`-.f'-�4e '---• �+ t T be roused using One -piece, galvanized, sheer metal shims + y - g DIVISION OF with dimensions the some as the bottom surface of the Contact Anil. STANDARD DETAILS NO. 3B e 4. Screw threads shall be coated with anti-seize compound. TRAFFIC SIGNAL AND HIGHWAY Al/ screws shall be tightened secure/y. LIGHTING INSTALLATIONS PRESSURE SENSITIVE DETECTOR VEHICLE DETECTORS �l ALE AS NOTED DRAWING N0. E- Revised ,)w6No22 3� 0�3� ES - 3B -3 Br. R STlkTE FEDERAL PROJECT NO. FISCAL S�aEET TOTAL R N� YEAR No SHEETS 7 CALIF. I D S� CoUN" ROUTE 'E'T ON OT.I N_ SHEETS Oe Seo' 69.s" �.S 131v Arm dril/ed and dimpled or use BASE PLATE ANCHOR BOL TS tapered washers to permit Q«ems 6 e t96 Z PDL E POLE POLE BASE BASEPLATE straight tie rods. DIAMETER DIMENSIONS DIMENSIONS APPROVED SLOT S/IE COLT CIRCLE . TYPE HEIGHT Q GAUGE „ „ „ „ „ c o bi by t DIAMETER _ _ II 20 x /0 a. l 63/e" /V, //p" /14 v / //4 ` /" �p 2" standard pipe crossarm for Luminaire Mostarm. � � Assistant St Highwor Engineer C.E. Lic. No. 5989 1l- 0 25'x /O a. 0 7 3116" // i14" 1" x 36 /O" g , 2 double-extra strop or 2 l/2 standard pipe III 30 x 7 o. 8 // 1 " 9 / " // / " /•�/ " /i1 "x 40 // cross arm for Signa/Mostarm. TO ACCOMPANY /LAMS DATED I jr - 0 35'x Igo• 8 '1/i6" /31/; //" 1211j / yip" / i� x44 � " " // ip" /18" I I 8 30 x IO a. 8 11112- 9112 X14" /"x 36" // ,v I / " ' 118 8 -a 35'x /0970. 8 16" /3 /p" //" /2 �1p" / 114" /"x 36 //112" O 20 x .188 thick. 7 // /p // 17 114" 10 _ — _ — — I Removable rein- , fight shaft cop 117 Al' , " " ; I y8 ; : 3 x 5"Hand hole,reinforced �. BASE AND ANCHOR BOLT SCHEDULE 7 , //2 Tie rod bock stay I • h grin I//2 wide 3/8 0. D. with No. 3 97 g -� 5" thread both ends welded to outside of pole, 4- 1114"bolt ho%s (See Tie Rods Note, this sheets 4//2"x 6112"No./0 ga. cover slotted for bolt circles. oil plate, located in some (/l/2for /l/4bo/t NOTE I , �- 74 0 holes G ' - 'F quadrant os most arm. Type U-apo/e) M,� // page occeptob/e if fabricated from sheet steel . /�6 � � /�~R of 40,000 p s i minimum yield. i 1 I 2 8 � POLE TOP No. /0 gage 2. Length indicated does not include required meta/sleeve I ' 4 "-90' bend. of each welded i 77 O o PLAN Joint. hof o� most. .� See Standard Electrical Details-Bridge 1ES-7l _ � arm for structure mounted standard. /2'- 0" :F Use lock washers under o// nuts ; �8"� ��, unless otherwise noted cD 1/2"P/ate bracket TIE RODS _ __ ✓ o l/2"0 Tie rod back stayI /�B" POLE SPLICE PLAN ELEVATION Tt To Bred washers 2"Stondord pipe /um/noire 4 i` \ O o % " p p B /. All traffic signal most arms and most arms /2 and longer for /uminoires I a 2"Stondord pipe most arm I AL POLE BASE most arm. � O with integral ballasts shall be equipped with standard pipe tie rods 0 with welded 5/8"round bolt tips on each end, threaded 5" Wel<sha// be coated with zinc-oxide point or galvanized. 4�6 0•D• � a ELEVATION CALIF — TYPE STANDARDS �� IV ` 2. Pipe fie rods shall be 3/4" for l2'-O" to l5'-O"most arms and/4 for o GENERAL AND INSTALLATION NOTES O most arms longer than l5'-0' MAST ARM TIE RODS AND CROSS ARM Cop as re97u/or/y � h /. A//stee/shafts ondmos> oiins s/O//bO 90/vd�tr+al Bo►I�S 4, furnished by mfgr. " screws, nuts, washers and tie rods shall be go/VP*Z d 0 /5 _ O (Use for most arms in excess of 8'in length) unless otherwise noted .F 15-0 •� 2. The lower 5'length of 0 55' r ype -opo/t shot/ - 4"0.D. Min. M unless otherwise noted %F consist of o 5'- 117 gage topered section (B O.D. to 8/l/J� O.la — 1 r� �O butt welded to the lower end of a.30' Type l�pole. Note 3 I , �; I ?"Standard pipe traffic 5 �q"0 D ► ,h tee/mast arms I � � I / ' ' 3. Tie lower 5'length of 0 354 Type�o Pole •shall cams!o/o (S os l I signal most arm 12 Stan pipe traffic T 5'70 page tapered section(8 O.D. to 8f///6 0.0.1 bad w (T �, I I I signal most orm. \ I = the lower end of o 30 T pe pole. I 1 1 a a ff- a standard on/y� \ a I `, I I O f0 rT1 i a I �� I \ a' a �- ole shall consist of o � i ' I � I I 4. The lower 5 length of a 25 Typ ,Q p I\ I weld5:1ed to the lower end of o 20gage tapered 518 to Ty itff pole. O.D.Ibuff 4 7//6 O.D. 5. for standards to be Installed on structures, site Drwg ES-7. o O ~ O a STEEL MAST ARMS E O O as O Z 1. Luminolre most arms SAO//be so curved that when most arm o I I dis fastened to pole the luminal/e en�shall not be briew top- �� � of pole or more than I,6"Qbove. th PLis, 2. The lost 3"of the mast arm shall be stralght and shollbe o. Length o O O ` I o horizontal with luminaire or traffic signal attached. F O 3. G '� O. G d " Connection between most arm and pole shot/be mode by Q \ 5 5 //4 D. means of o rainfighf socket of a design permitting simple F �O O ° I 6 18 D. o i!2 removal of the most arm and providing o chosed out/et for c ,o °a O ° electrical conductors. 2"Standard pipe� •� .c e N b Z p o =E y ;F v CPI. ANCHOR BOLTS • co I O O Each standard shall be supplied wlfh 4 anchor bolts. 2. Each anchor boll shall be provided with 6"of thread and I E o on 4"-90'0 bend and shall be furnished with two nuts and NOTE : I two washers. Washers shall be 1//64'X 2LI12"min. ' I Top two inches of foundation. to be � Hondho% for lowering � I poured level with sidewalk finish except on 3. Threads may be cut or rolled. Bo/1s shat/ De po/ronired Q or plated alter threads are formed. device. I structures (See standard electrical details- I Sidewo/A• 3 v, 5" hondho/ Side wal* bridge, D w g. ES-7. ) finish 4. One anchor bolt shall be bonded to condulf. e MAST ARM I finish STATE OF A S 'j t� I L T DEPARTMENT OF CPUBLOIC"WORKSHondho/e for lowering •, •. a : � o o • ,device and h i h1 - ALL3/4 C 2No. /2. '� DIVISION 0g `� Q, E , ° OF HIGHWAYSe Ol \ t � - 6 -8 . c �• �� ,�� ,f;; � C '��� � • I ��, � BY./...`�`�4s .. �!......... ..- handho/es os regu/or/y TYPE d '1I;L /2"x 6"x 6"go/v. l/4" cast ��;� . . F �� n S SHEET NO CORRECTIONS THIS STANDARD DETAILS NO. 6 furnished by mfgr. o. iron box with gosketedp c i�'ll`1== 3'-0" 0O e itiM� O screwed-on coverand3/4" '''� E ° ����'�� , o III8SM -a 3 -6� "� E . ' e: h _ CALIFORNIA TYPE STANDARDS plastic drain extended below surface. I ell. !�� TYPE a '� : :•� 20ft. , 25ft., 30ft., 35ft., Poie Heights TYPE TYPE III & III —a OR TYPE X & g— a a . a . (TYPE II SHOWN) REV. AT (P.O.C.E/ectrolierl L E --.� (TYPE Ill SHOWN) ° ' SCA 3 f 8 -•I - 0 2 -6 SCALE AS NOTED DRAWING E- SCALE 3/8" = 1' - 0" SCALE 3/8" = 1' - 0 �---- d a or No. 22 35 0�3(o PROJECT ENGINEER DATE I DESIGN ENGINES ES- 6- 5 DATE APPROVAL RECOMMENDED BY DATE Fow.. WH-23A To occo mpony obw abrbd ��fc�6c� 8/9� DISTRICTICOLWTYF5FEF SECTION APPROVAL RECOMMENDED _,v 4 Troffi ngineer Registered Civil Er No 9586 APPROVED; Stote Highwoy Engineer Registered Civil Engineer No•5945 ` 8 ± 8'f 5" YOUR HIGHWAY TAXES 5" YOUR HIGHWAY TAXES 5" AT WORK 5" AT WORK 2V FEDERAL HIGHWAY COUNTY-STATE 4't 2g FEDERAL HIGHWAY STATE HIGHWAY 4'± 2%2" TRUST FUNDS FUNDS 2Vj TRUST FUNDS FUNDS 2�j' $ 4901000. $ 408,000. 2�i $ 490,000. : 408,000. 2'� U.S. DEPT. OF COMMERCE CALIFORNIA 2o 2" U.S.DEPT. OF COMMERCE CALIFORNIA 2' 2" Bureau of Public Roods DEPT. OF PUBLIC WORKS 2�� 2" Bureau of Public Roods DEPT.OF PUBLIC WORKS 2 DIVISION OF HIGHWAYS 2" DIVISION OF HIGHWAYS 2 TYPE I TYPE R 13'± 8'± 8YOUR HIGHWAY TAXES INTERSTATE 5„ �I . CALIFORNIA YOUR HIGHWAY TAXES , 24 8AT 5„ U.S. 16'• - AT WORK 50 . 2%2 FEDERAL HIGHWAY STATE HIGHWAY11 6'f 2%2 FUNDS TRUST FUNDS 4± 4 FEDERAL HIGHWAY STATE HIGHWAY 2�;' S 211452,000. : 2,044,000. 4" TRUST FUNDS FUNDS 2" U.S. DEPT. OF COMMERCE CALIFORNIA % 2 It 2 „ " Bureau of Public Roads DEPT.OF PUBLIC WORKS 2" 3y 2 ; 2,481,000. S 2 23129Q ' DIVISION OF HIGHWAYS 2" CALIFORNIA 3 - 3" U.S. DEPT. OF COMMERCE „ TYPE III 3" Bureau of Public Roads DEPT. OF PUBLIC WORKS 3 DIVISION OF HIGHWAYS 3" TYPE IZ • A S U I L T BY-/— �� .. ....._ _.._........_ NOTES : U.S. Standard capitol and lower case "Coo letters . NO CORRECTIONS THIS SHEET Stroke width 0.16" per inch of letter height. STATE OF CALIFORNIA Federal Highway Trust Funds .County - State Funds, HIGHWAY TRANSPORTATION AGENCY I� State Highway Funds and information onRoute numbers DEPARTMENT OF PUBLIC WORKS within the Interstate and U.S. shields to be furnished by DIVISION OF HIGHWAYS ' the Engineer and pointed on the sign b the Contractor. 9 pa 9 Y . FEDERAL CONSTRUCTION IDENTIFICATION SIGNS FSI-I mom DWG NO. 22 36 o; 36 r-