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HomeMy WebLinkAbout1991 - Sycamore Road f% »n..,..,.--..:�.,..-w.....,... .,.,,.... ..1... r r.............r-n«.e-nn«.r.. .,...,...., ........e......,.,....,........,....,.,......»«...................,,......,.,.........-..»............,r.. ...,.....r........,,......,........... ....... ..,.,.n......-.«r....,............nn.«�.«.-......... ..,.......x..............-......... .,........ ... ,..,.-......... ....._......., ..,............. ,...,....._.......v.._...,.-«..«_....._._. „ .... _.... ._ ,..---_ .... .. .. . .... - , ., ..... .-,-. ,... ,. . -.. .. .-.. .. ...... ........ .. ...-. ... ... ..... ....... ... ......., -..... ..-.,,... .. .. _.. .. .. -.. ,-.. .. ...-. .-.,. ... ..... -., , � .. ..,w. -,_,.m.F.«.,.«, Y 4 t I s � -a �rr�,�rs�r,rfc�.^ resxu�c -eau.rr ,sae csaKzut :e.z�ac . .. ' r.: �.,.•,-,. ,>. u. 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DIST y( (��'''q '`'j� t gyy^yjY }�g$ �`{J' { 51 as^aaaa p H „ppWW""'' i[''' �Qy'” (p^yµ�7^ $7 - V E�....+' S� I 1,../ 'M✓ �.✓t "R k F r ,.:} ... r -�w' l ` 1 4 ..4,..., i L.P '4 � +P,.,. 1 5 I L) ECITY , SHEET NO. 1 T'IT'LE SHEET SrCT N . 2 C RAL PLA XT U T 10 NJ 0 FC SHEET No,, 3 LAYOUT Q Crh0`%JE "% T ' LANS F h %-j K U ;r SHEET 4 «- DETOUR T' NO 5 �- Co T"RU TI AREA SIGNS SA SINGLE S P A N T Ew E B mEm A M SHEAT NO^ 5 - S- 1 SH EET N o ? — SBRIDGE OVER, ATASCADER-0 CREEK ', SHEET NO. 8 S-3 SHEET NO 8-4 XT SYCAMORE ROAD `V m. SHEET NO. 10 —5 SHEET NO. BROS 0079 ( 14Y SEE?' NO. 12 'LOQ OF TEST 'BORIINGS d SIEE1"` NO 13 STANDARD PLANS LIST"' To be supplemented by State of California, Department of Transportation Standard Plans dated January 1988 LOCATION MAP 07 co w> fr, e z Ods AIS../l F G� 5� LU LOCATION OF CONSTRUCTION TRAFFIC Y SYCAMORE RD. DETOUR ATASCADERO CREEK �- UJI ENTRADA WEST MALL,, CAPISTRANC) � Uj Q, Uj I ; ATASCADERO cc d- .,� -IX , ,' cc t-- John L. Wallace No. a Registered� . � ,rec� Civ ! ,rrc Engineer g � �x�. l2/31/Ja, � CIVIL. SCALE 0 �, or C N w cc /0�'�( 57 Gary R. Sims o. .. ..-__.._ X, , Registered;teres Civil Engineer Exp. 9/30/91 \,J� CIVIL e OF `rho Contractor sh �l 'osis the Class for Classes) of license as specified in the "I otice to Contactors" on page I of the Special Provisions. (ontract FOR REDUCED PLA�1S o 2 3 FORM DO�-OE--93�-P5'f6{�+�V. ����� �s 3��s ORIGINAL SCALE IS IN INCHES u EA „ , Ir r= �r t'I f4 a' rr 2.. `f; r 'r f� 1 r x �F E" r a e .t t ! � f �! rrt" 7 I DIST COUNTY ROUTE POST MILES SHEET TOTAL Legend: TOTAL PROJECT NO. SHEETS T.W. = 'fop of Wall 2 ��? \ 0 B.W. = Bottom of Wall �B�16_�� ���/�057 ���� s,C.s.P. = sack Concrete slope Protection R.S.P. = Rock Slope Protection - l,'�Lp� �'� moi(/.© !N/it//C' WALL � _ D � 1;3/46 D4 9�/ F.G. - Finish Grade R� R/W - Right �' �' FESS ,�•• g y REGISTERED CIVIL ENGINEER pp tX �Q B�..J.D D TD/� �V/� \ DWY. _ nriveway / E.C. End of Curb ` \ = . � B.C. Heginnig of CurbAt PVMT. - Pavement A.C. Asphalt Concrete PLANS APPROVAL DATE leV_4�.Da 6.C. � � \ % E.P. = Edge of Pavement Ex IA CIVIL QF P�\� \ � f6 -_-�- , e6XIS71 a 24.5 ell, 1AI1-r,41e GENERAL NOTES -- - dA7e DM AW4Z45�C3 70 S4E i _____________ D L/ �'Y' DT'�E�s SCALE: 1 . = ' 1_ _1- SLOPE- LOWER_FG T(� �1 TRAFFIC INFORMATION ` -�_` + �? i NOTE I PROTECTION I SLOPE I ELEVATION J. I UPPER FG ADT Z� �� � ? \ �•,� 20 10 D 20 40 ( ( TYPE I 1 (CxNL ELEV) I ELEVATION 1 year number /c �® FW ( 1. 1 1/4 TON RSP I 1-1/2:1 1 806' 1 821.5' 1 DRIV �,gY 1978 . . . . . . . . . . . . . 1300 N� , �D�E 0 PAvg�'or � � 1___________1___________1 •'� EN r 1.0 �----.� G=rj=-=-�: ��- -- __ -- __"__ &ATE I 2. 1 1/4 TON RSP 1 2:1 1 806, 1 821.51 1 1998 . . . . . . . . . . . . . 2000 VolDHV plyx�5 -- -____. = -�_ 1------1_____________1---------1 __________1-----------1 R�R P 1,5 �� �� EX 5T. TRS �c' 1 3. ( 1/4 TON RSP 1 4:1 I 806' 1 821.5. ( Tru • . . . . . . . . . . . . 200 cn 5�� �VOT�"/ '?'�� /� f ��. (------I ----------- I---------1 ---------- ----------- Trucks Crl �,, - Design Speed. . . . .ed. . . . . `_ I .'�- .�°, Qr - 4. g p 2 5 mph ,'� I / I 1 1/4 TON RSP 11-1/2,1 I 806 I 821.5 1 UJ ,�. -�' /� 1 5. I SCSP I 1:1 I 806' 1 ' 824' 22 LIJ } �9 �� G � ylI-� I------I------------- --------- -----------1___________I HYDROLOGY W -= \ , \ 6. SCSP 1:1 806' 825' 5r wat er X Sur face Lija + rte, f,, __.__•- o® // c f �®� �®� \ 7. Install SCSPaccording to Standard Plans detail event f low el e V 813-1, "Sacked Concrete Slope Protection an Slopeo 1 1/2:1 &1:1." Use 1:1 slope T=3.0.1 6,735 f5 819.2 ft G�� __ -______--. ,/ 8. Install RSP according to Standard Plans detail Q( �.OU) . . . . . . . . . . . 7,990 c f s 820.3 f t �Z t' n Q� �'�/AN . B13-2, "Rack Slope Protection," T=3.5 feet, Overtopping. . . . . . 12,000 c f 5 823 ft f X1611 _ eP Q i 8 4�1'`__ �'� �� -- cq� Method B placement. Estimated Ow �►f __ o oe 'j 19 9. Construct uniform slope from top of RSP (elev Record (1 6 9) . . . . 6 y 700 c f s �� EX l5T ® ° o 4'�....� -�• "�°° o �` �`'� 821.5) to 5' from roadway shoulder (elev 827). r � �,,, •• � M �� �/ 10. Fill and grade to provide uniform slope from .p ( I .�-- o ° ® �a; �g �� ` �, b� °� `"��- / " '/�'�"' top of wingwall to edge of pavement. Lij �' �' o ® `A `� �' """ �'/�/� `"---�___ 11. Stripe centerline from sta. 10+94 to 12+14 per �� , �"` •�.® Std Plans Sht A20-A detail 21, and from sta. 12+14 LiJ Z O �0 D to 14+65 per detail 22 of same Std Plans. LIJ VV 12. Station 12+14: begin roadway reconstruction, SECTION end 1201x4' taper right side of roadway. See RECONSTRUCTED R U 0 Sheet 3 for more detail. •o° -_ 13. Station 12+32: end 1201x4' taper left side. \ , ��' e �\ �.�..�Z -�"` 14. Station 14+48.44: end roadway reconstruction, � match existing Pavement grade by overlaying beyond to Station 14+90.00. �y�E��EX1377AX el,1,4 D 92-9-- 7Z) 22- ' / P 15. 8--5/8" gas main steel casing and pipe hangers : rJy ;ry. :; 1f ' LAGED will be provided by the Southern California •,o' ~.+� ..b.� yam: me ag• ter' O. o 8Z/ Ga's Company. The Contractor shall install o O ;a•�n. ; >. \ the pipe hangers for the casing and the Gas L'L,lSS 2 iV�iW \ � ,�'A'/ �'•.STf,�/C'M Company will install the casing and tie into B,�'/L4d4' •, /f�i4/N/Al(, f" t the existing gas line. + „ .48117R�i Ir ��� c' -- �ZQ 16. 90' long, 18" diameter, class 52, cement We mortar lined, mechanical joint, ductile iron ' ;. R/ \ water main and appurtenant pipe hangers and r �X��T/� ���a X 8( \\ \ sleeves shall be provided and installed by the / r1r1VF1LE METAL BEA G%U*A R R A I L %f J"0 N 1k,ME T 0%N �'TD/�/`l ,U�.�/�.9�a' Contractor. valves and tie in to existing :. T mains will be provided and installed by the 49.44 A/�/ZL EX15'1• COt CNE E WALL. / \, Atascadero Mutual water Company. Install UJ _ . �� • / N \ hangers each side of each pipe joint. (See 61- ` \ \\ notes and details on sheets S-1 and S-3.) 17. Existing bridge, abutements, and wingwalls to . : '"""" ✓�� �=G�Nitl�C.7'/�/..t' G.�LT, AlS ..�'T�? M�L�i� �'l.�S�` be removed. E7X./5 77 18. See Layout Sheet (sht 3) for details of MBGR. 19. Construct asphalt ramp (8% maximum) from p o I w � edge of sidewalk to finish grade. o ° o ° I o a _..._a_...-.-w. .. 20. Information pertaining to existing underground ® facilities is based on record information and is as shown for information purposes only. - , �® WAZZ Utilities shown in the plan view may not be shown • 57 _t'&C` _ in profile. The Contractor shall be responsible oM i ff �z,6,6A, for contacting all agencies involved and shall locate all facilities � . �0�..�.a �� g prior to excavation ;n any . area. Call Underground Service Alert USA toll free at 1•-800--642-2444. , STA 12+46, TO STA 12+99.,77 +9 14 T V -+1A 4 T A +14 wo '1T STA 1364m51 TO STA 14+48,.44 Xwar k STREET WIDENING ' STREET RECONSTRUCTION cc LU 10.6 o= 12 MIW. 12.0 V14 4165 pyor MIAMI o ",946o1r f sYCAMD�C'�' h /2 /lo.O' lG o' �:D�•--� l Yo 4r12-A 14 /0 I �� v Y"/ES B.elloCHE S/O�'�l/.4L/C t + � ,.:• o;•a...Q•,o: •• o, O:o•• op`. ,•p .... .®° �•• .oQ, o .- -• .,:. :,•.� .c,- a. V.•V"O-o`��:•V •o. Q®'Q, 'o.o •v �5% o y w 1 .4o: ooO:o.•o. 4-.•PryXe/r,Ld 19/,7�.i./ ,rte- Op•••a..o,p.n:��-:t-((}}'aO.P''. rJ,.o•.®O.,: ooO.Goo'p•�•o,0o.,Ca..op•0.•p Uo p.01,�0o•'p: 000:p.'O,0o�•Q.o0.'n O:�b.o.°.o o0?C'7U.�.O•o�0..O0..�.0o.'o 0'�.oa©oo'-'Q°.QQ'Ot�oO'•d'o o'.p op0:•OVQ • o• .g"C� d`.'0�'Oo.co7O..�°.�°op'�o•°.Otea o,o0•'!p-0o,'o0bC'•'07'.00 00o'.0'0'O;.o.,�®.,.0o'p....•V• o•.:.00•o.Ce.,.��'.��J).•,o..4O°v•.0a'7a. 1`mow �i.g/r 0ba 0 C oO0 .Oo a. - 0'ti0•'0••�•�0.o'00.0'0°�C�o�o.•.QOi.o�p.o0..po.Q�;ov.. oO. .0 o;0°0•°.p o�Tr/q/ r • t0 O•o V •�"�v •V'•p. O• .6• fk o o `po'"Q•/� o O 6 CZ,4S`S'2,4 a I ;e46*)41h'1A1 4 NOTE: 60eZXS6'2 ,46 1. Taper varies from 0' at station 10+94.00 to 4' 2.5 T'YP6'f3'.4C at station 1.2+14.00. 6"CL.45S Z AB /9Cls'�/Ll 2. Sawcut the existing pavement along a straight line at a distance of approximate 1.51inside g the existing edge of pavement. No sawcuttin is NOTE. See sheet s-3 for typical bridge section. necessary where the existing edge of pavement GENERAL PLAN is outside the proposed edge of pavement. r • . . , y. ,. .._ . .. . ._ . _ . g,Ate.,„ � ,��,��,R,,....���v, aay�.�y>,.�.,�./.,�� . .;..,...:.�/.�,���,, �.� ,..., ... .y..,,��....�t, �,... x- ,� ,. Y... � . .� , , . . . . ., .. .�.. 3 , s .. .. •. F'R Ja' !+`./+, (`P{R P P !3 wP•,saza; P auaauw.... a-aa. x r, tt- •, .. +.e;xcx a.. ..ya .r a w- awa .n x+w =v w ...s r n. .«.a.x..s:.:, .xa, a� rw x .w a.x s -,. (( . a ,Y ... .,x.. ,. .. 8 FP.t.RI AA-I l..,. ...yc K• , F•r X;P... ! Pl...✓e,ha N� :G'GL'^#F:ttuC L✓/+fAM•ft �/./? lliftisRr/.Ftii^ab;AaKP i9lYAJRW SW'/H/P6 t:6p' F.FY'FC M'Ax!A"wJ+R ✓ f F h'� ru +,� rou'+FPsr x rv/.macaR A,xwnzamt aw.r'a.t-'w m ussv.k a.r..r..rna r rr ramR>.a+.r+rwamp+ux.ww•a-^^. r r.k,s.�..+.w+a'+:sawr-.vtatxn�,`*� m'=.w'sw'awa•aa'ma>wssu-swt's+wa a&w.wnfaa+kuxawaatvr-2r a€. 'aw,ncwvwsr'uwaa.�wx s:.wsv:mror, rsxrmw v a..au.. ... aw. r 1Pf'...rtcdbas +,mv mxfY.a.a.k•.A.b•'P.1CffF///,dff.l`td'f,I kRvfaFf.LrR6YG:4�/:&/R'FY iFff f1k [Gk9lG' /rRt.0 G/ h/ F^FRPrfU+iNfi61JP 6X/!#N6+1f1Pti' Y..p /4,C /cfu W y4F` M x.N w za txwmo'art ,ww _ t o i t.. �.„." !'v� i..+L,, .. f. r ',%.. �� - °z` a•i ti. R..'`�,._/ "i i �. .7 � 'w iI _...-.,..1.,......»......._.-._..a.....,....,»...w...,,...3......,..,........»,.,...,»A..,.........,.,....n..*....Ar..�..........«...-...w,..... CU A t d ff :`1 I Ft! rr. ra a a rr i i r 't fs r 'S• rd pp .�` p A r A 13 �� POST MILES SHEET TOTAL DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS FINAL PAI' QUANTITIES � 3 E 59 76. 0G3 DESCRIPTION OF OF ITEM I QUANTITY I UNITS I I TEMPORARY-CULVERTS _ { 160_ _ I --LF- _ I 625 1 - - -_ - - ` - ------- -- II ------- f7, _- ____ ROADWAY' EXCAVATIONS 161 I{! • �, r { REGISTERED CIVIL ENGINEERx /2 �7I (BRIDGE APPROACHES ) O QRO�ESS/pNql , 1 ---------- _. .� � ,Aur�.qc� � �� $ ROADWAY EXCAVATIONS $ '1144 1 CY I ��0� . „ • (DETOUR ) i I I �'' k �� fir, No. 1 - L /2t/� / �\, -__------------------_ I _.. _.. �.,� I T * • PLANS APPROVAL DATE � *. ��;¢ IMPORTED BORROWI 920 I cY I a�° 66�IVD /© `'\ Exp. CIVIL of de or 2 q x N ^1Ff x CENTERLINE CURVE DATA 15. 574 10*94 ro 67,4 /fit 32 7 ���r `� ma ,,:�' ®.a ( RADIUS I DELTA -_(_TANGENT I-LENGTH I-_BC-STA __I E-_STA CDP __= I s IVD7� Z 206' I 56 18' 20.9" I 110.24'�I_20244__�-i2+4600-I 14+48.44 67,f 67f /O f 94 $T d q "" -'"� METAL BEi GUARD RAIL (MBGR) AND CONSTRUCTION NOTES- n✓5o�3G�5. 2� � 5596,0.37 _ / y1 5 54 1 ®� A150537.2 3 x • OTE I STD I LENGTH I BEGIN I END I FLARE (PARABOLA I ( PLAN I I STATION ( STATION ( WIDTH I LENGTH W 73 O/T s�2ss: �� \ I M y' '� .b s> r`�d S�� E I-1. I_ A77C-1,2 _I_ 56.25' _I STA 12+36 I BRIDGE RAIL I 4' I 37.5' I �' S 9�'S'.27 ,�, �L +STA-14+06 �4'_ -3'7.5'- 0 -'-- X! Nr�/�/' +� �Q - y i/ I..___I A77-D,E (------------I---_----__-- -I_ -I- ---I - 11.9 QC N � �� a 5U5C6.3 41 I 2. I A79-A ( 56.25' I BRIDGE RAI I I I i LU 07� .79 X� Jq ---" 80 5-62./10.�/ `� T I____I A79-B I------------I_____________I-------------I____-__ �- ora ..- ��If A79-C 37.5'/62.5' I BRIDGE RAIL ( SEE NOTE 6 I NA ( NA UJ <e� 'CALE. � -- � .�g� �� D�� x MATCH eXI5T PYM \ I----( A79-D I -________-_I_____________I________-____ _____ ______ 22D.OD ®'� I 4. ( I 37.5' I STA 12+22 I BRIDGE RAIL I 4' I 37.5' I UJ 50 25 C 50 700 5. Stationing pertaining to MBGR are approximate. "c © d 6. Construct the 37.5' MBGR from the bridge rail to the pedestrian �6 /r✓®7E/2 O a opening. The pedestrian access opening shall be Oft. min. and Eft. CP - ____ max. as determined in the field. After the opening, construct the SURVEYING NOTES �, N ---�--- �.�f' T//Gff' G 3 C'll.4iE'E'1,,,) .eA/G 7 0 5,E C % 62.5 MBGR and connect this MBGR to the existing concrete wall per �� AGED �Y Nth 12.5 M��I�� .�.EE'C�ET�J/L A. The Datum is based on the USGS brass cap on the � ON �NEk',�1L PG•9N 4S//E�T. profile shown on this page and in detail A, Sht S-2. x-'"` fir('' T/A129 e01101eE7�E W541-Z_ south Side of the west wall of the railroad A150776. 7.2 Construct a type A Breakaway Anchor Assembly at both ends of pedestrian opening per Std. Plans Sheet A77-E. CO � overpass No E1055 19.68, elevation 835.161 . � � 9 r R� g UJ 7. Construct all MBGR connections to bridge rails per Std.Plans Sheet A79-C. I- B. Found 1" iron pipe 0.$' below AC. �,W C. Found �;" iron pipe 1.0' below A.C. 8. Construct type A Breakaway Anchor Assembly on all ends, away from W 'y�.l bridge rails, for MBGR 1,2,& 4. See Std. Plans Sheet A77-E. D.,,4 CL station 10+90.54 offset 22.5 feet right, old �g�� -- 9. The centerline shown on the plans is the centerline between the 0 211x2" hub with illegible -tag. 0 4- < } two 12 foot traffic lanes. W E. CSS station 9+77.25 offpet 3.84' left, work point _ x--- -x < W _ _ _ x �, 10. Reconstruct complete road section from sta. 12+14 to 0 0 0 s'hi.ner Centered on old aerial target, elevation 824.54. � � � � northwestern bridge abutment. Overlay to NW to match existing --- - --- --� - --- 824 �. A pavement at sta. 10+94. F. CL station 14+52.84 offset 16.82' right, work /� paint shiner, elevation 825.75 2 5 .� 11. Reconstruct complete road section from southeastern bridge abutment to sta. 14+48.44. Overlay beyond to match existing G. CZ, statioxa4+ 1.57 offset 23.54 left, work point _--- °� 1Ur 50328.4/ pavement at sta. 14+90. End 1.5% superelevation at sta. 14+48.44 shiner, elevation 828.22. E �G,2�7g,33� 12. Construct tapered paved shoulder 0'-41 wide. Widen traffic lane to 12' where necessary. See General Plan (sht 2) for roadway sections. 13. Excavate stream bed to 806' elevation, 60 feet wide, aligned with - . the face of abutments, where shown on the General Plan (sht 2). cc r 14. See General Plan (sht 2) for RSP and SCSP details. ,-- 15. Install type L-1 object marker at beginning of guard rail at UJ locations 1,2 & 4. See Std Plans Sht A-73. z UJ Q 0 � 0 Qy - CL IN Gi y 1 /m 47" .9A E- �3&AP44, 0e-C�C To 46X1 S7"/�l o 'U/`?'7 AXIS of t07-A-r/®11/ 77,CA�"�'7C I_A��S /.5/a ZT .S/�,E 691,C>44E t.�FCK YCA OE ROAD uP EL �✓A771 I On /D5.2� vC �! y R � W � N IN cc � Q � 835 LU Q 41 U. , 4 _ 805 ®5 SOf.O" FC EG�'ll 571 efX/'I° 4�® LAY ,OU 7' /'' /D .. //o ' _ 50 ------------- Station; / // /2 /.3 14 /5 fGa Cu. Exc. Yds. LEmb. FOR REDUCED PLANS 0 1 2 3 FORM DC-O6-90-PF (REV. 1/86) 6630444 ORIGINAL SCALE IS Its INCHES CU EA y a. ,r X F. p i J fe `3 l ppff I is tl' e t DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 3X6 BEG. TEMP F N SEE N5-TE 5 QROFESS/0 6 \ 16+74.48 CL REGISTERED CIVIL ENGINEER �� l PLANS APPROVAL DATE mom s' _ Exp. ' , �,41 C. .` "'""' ---� �6 ---_ �`` �.,` sl CIVIL �P �=, � X �'` �--., „"--- ..,�� "~ "� x CaCa;,/tStGE SECT. ��E��p COA of THE SPEGt,4L PRDVIStoNS G 215) � 5,;� 1 p� Qf- ISL i F1nR ApP41r-ATION RATS ANP St;zE C4e*455 pF StREENIN(a5. Now- 'Y40 �d R �® CENTERLINE CUR'V'E DATA 1;~BGSTA W� 1 �EC�STA__ I ^RADiUS__ I WDELTA _I �TANGENT�1 5 11.3+86 . 80 115+89 . 40 1 p250 ' _ 1 46 25 ' �59 . 2" - '- ( to � � \ 1 107 . 244 1 \� �S 116+74 . 48 119+97 . 34 1 250 ' 1 73 59 ' 36.6" 1 188 . 37 ' i Cl) \ / \ r " ' � / •. � _�. `� ,,.,.�'� � 121+45. 20 122+21. 40 1 250e ( 1? Z? 49 .1 ! 38. 40 1 C� UJ LU cc C11 %' W •. /Cl 1 i ^-- 0 �' / DETOUR N EST S 00 1. FOLLOWING BRIDGE CONSTRUCTION, REMOVE PAVING AND BASE AND RESTORE \ LOT TO ORIGINAL CONDITION FROM STATION 10+00 TO STATION 12+50. REMOVE --~- / CULVERTS AND ALL FILL MATERIAL FROM ATASCADERO CREEK FROM STATION 14+50 s 6 x TO STATION 14+50. RESTORE STREAM BED TO ORIGINAL CONDITION. 2 sr- "� `� 2. INSTALL A MINIMUM OF 3 EACH, 24 INCH DIAMETER TEMPORARY CMP (OR ' `� x / ""--�------ _ Its. CO CO }� ,� . / EQUIVALENT) CULVERTS, 50 FEET IN LENGTH, AT ' -V_~~ �_ ____, ) ------- _ � 0 24434. 1 UJ ® STREAM FLOWLINE. CONTRACTOR SHALL REMOVE CULVERTS UPON ABANDONMENT OF -� W W / END D OUR 'i THE DETOUR. THE CULVERTS SHALL REMAIN TSE PROPERTY OF THE CONTRACTOR. t J E E N TE 3 X REFER TO THE SPECIFICATIONS. ' � x N 5 0 2.00 .....J Cjj 4. MATCH EXISTING PAVEMENT. ��J 22 +21 . 40 < W 2: E 56 95.0 RELOCATE EXISTING CHAIN LINK FENCE: AS REQUIRED FOR THE INSTALLATION OF � ' _ 5. THE DETOUR, WEST SIDE OF ROAD. .�L}5.`Z O BC Q- x k 6. INSTALL TEMPORARY CHAIN LINK FENCE, MINIMUM HEIGHT SHALL BE 6 FEET. INSTALL 12 FOOT WIDE, LOCKABLE, TEMPORARY CHAIN LINK GATE. SEE fr, 7. SPECIFICATIONS. �- _-_- AT Zw/s TO x FILL SLOPES SHALL BE FLATTER OR EQUAL TO 2.1. CUT SLOPES BE E. FLATTER OR EQUAL TO 1-1/2:1. ACCESS TO TETE SAND AND GRAVEL QUARRY AND TO THE MUTUAL WATER COMPANY / � X FACILITIES SHALL BE MAINTAINED AT ALL TIMES. QUARRY SAND AND GRAVEL g16 PILES EXISTING WITHIN THE CONSTRUCTION BOUNDARIES OF THE DETOUR ROLM UJ �fI AT THE TIME OF DETOUR CONSTRUCTION SHALL BE RELOCATED BY THE CONTRACTOR UJI WITHIN TETE QUARRY SITE, WHERE DIRECTED BY THE ENGINEER. mom UJ ✓k" �1 1") so, GeA7"140,eVSOC- C 7'OZZeA-V40 ' $=O� ./ D(o2 ti Q LZ , O `131 � N � lk L 820 e � LN1-0 s,. Q ® S=0.0038 N ' \ Y �. a0 Q 0.0 1XI 5=000 vG cU UJ 2®O � Qo 8� So5 ATASCADER 0 CREEK �y The topographic and site information shown on these plans, represents the topography and conditions as they existed in 1^906. Subsequent earthwork or quarry activity along the a5'�� L•7�•7'-4/G .4B0U2�:' 7Y11P14r111G sEG7T�o/V detour route may have altered the site conditions from those represented on these plans. Adjustments in detour oracle, earthwork quantities and other items of work may be required T 'to accommodate changed site conditions. The contractor's OUR attention shall be directed to Section 2, "Proposal Requirements and Conditions" of the Standard Specification, paragraphs 2--1.01, 2-1.02, and 2-1,03 , Station, /D // / /3 14 /5 /6 /7 /9 /9 2D 2/ 22 23 24 25 ------------- Cu. Ex o. /07 303 R7 27 154 6 /3 /3 Yds. /7 245 662 237 31 58 /76 214 151(0 30 �3 FOR REDUCED PLANS 0 1 2 S FORM DC-®E-90-PP (REV. 1/86) W394" ORIGINAL SCALE IS IN INCHES CU EA r�• r r f. r f f rf I F. t f i TOTAL MILES SHEET TOTAL DIST. COUNTY ROUTE O L PROJECT NO. SHEETS 5 QRpFESS/pNq REGISTERED CIVIL ENGINEER w 9C � 32 09 6 5 " PLANS APPROVAL DATE �� Exp. Jj CIVIL x�� L D/R \���� ° .. OF C Nv 4, • L L CONSTRUCT TYPE "Ell DELINEATORS DETOURAT 50 INTERVALS ALONG OUTSIDE EDGE OF CURVES. ® L Lij P cc 1✓ 0 W LUNO SCALE C/R 1.1.1 cr 0 ° w W D/R < l-J f ®q E, d L.0 co a K I 0 v _ 0 Wq Q W 00 tJ 0/1 . T �H ° cc 3 STATIONARY MOUNTED CONSTRUCTION AREA SIGNS AND BARRICADES Uj9 TYPE ( PANEL ( SIGN M13SSAGE I POSTS ( QTY ( I SIZE ( ( AND SIZES { EACH ( K I A I C18 { 48-x48- JkOAD CONSTRUCTION AHEAD { 4"x6" POST { 4 { .,__�... W j 8 { C19 { 48-x48°' { ROAD CLOSED AHEAD { 4»x6' POST ( 2 { g W - C ( W5(Rt) I 36""x36- (CURVE' I _ (CE RIGHT ARROW) 1 4"x4" POST I 1 (� ..{__ (----__-..-g----__--- -----------g--------..---{-----_--_---t I D I }W5(Lt) I 36"x36`" I (CURVE ARROW) { 4"x4 w POST { 2 { "�"•,— p /G ---{----- -I---•-------j------------------------I-------------j------------ ROAD, ,) I E { C13 j 60'-824» 1 END j 4"x6- POST CONSTRUCTION ( ) { --------l--------- ------------------------ --------------g--__-_----__-_._j------------( F/G/N/O ( ,F { C2 1 48-x30- { BRIDGE CLOSED { MOUNT ON ( 3 I 1 BARRICADE E, (F/W� �-^" I j „-� ROUTE 41 -----------------------•--(-------------{-- --------- G G { C5(Rt) { 48"x1 s" { DETOUR j MOUNT ON ( 3 I B ------~ art ( j I j (RIGHT ARROW) IBARRICADE OR ( j I l I ( ( 4-x6- POST I I F/H ------------------------(-------------(------------I /H g H ( C5(Lt) ( 48-x18" { DETOUR g 4-x68 POST I 3 j ---_-- E I ( j (DEET ARROW) ( { 1IWIRAIWON AVE ------- - -1--------- -- (------------I ( I { c5-A ( 21-x9w _{ WDETOUR ( 4»x4- POST WI 2 ( `--------..•.---------..----I------------- ------------ X (-_-_-_-_r-.,- x 13 ( R1 { 30-x30- I STOP 14Nx4p ,POST { 2 ------------------------(---- _w_---_-j------------ K -- ------ K { R26 ( 24-x24- { (NO PARKING) ( ,4"x4,. POST { 2 ------------------------I-------------I -..,__----- I A I L { W81 130-x360 ( (DIRECTIONAL ARROW) ( 4"x4' POST { 4 I ------------------------�-------------(----------- ( M { W44 ( 48'x48' g (TWO WAY TRAFFIC) { .4px6w POST ( 2 { - -I---------I------------------------I _--_ 1- --j /G ( N ( N { l8-xl8- { MARKER ( MOUNT ON { 2 { RAILROAD { { I 1 ( BARRICADE I01 I o i 1 I rTYPE 3- I SEE NOTE 2 { i5 { p e�/f { ( I ( BARRICADE ( I(SEE NOTE 3)1 1-17-------- I---------{--------------- -------- {- __---_-----j--.--•-------I fP. I P I P112-x36" I TYPE PN I ( 12 I _ _I---------I------------------------I__ _-___-- __I------------ 484x24- _-484x24- { SYCAMORE ROAD g j 7 j ----------- ....-------_---_I--------------I_-------_-_---I ( R,,,,{. W6(30) 1 30'x3O" ( 30 MPH I ATTACH TO 1 3 1 ( ( { { g POSTS WITH I I E g j 1 6 1'W5» SIGNAGE I I 00 ® NOTES: 1. Construct signs per Std Plans Sheet S41-3 and S42-15. 2. Construct barricades per Std Plan Sheet A-73. 3. During hours,of darkness or during suspension of construction extend Type 3 Barricades completely across both Sycamore Road ,-.approaches as shown on the plans. Mount a minimum of three CONSTRUCTION A IGNS flashing warning lights on barrier at each approach. � � 1 4. Install signs Q/B one week prior to beginning of construction with date of road closure. S- 1 FOR REDUCED PLANS 3 1 2 3 FORM DC--OE-92-PF (REV. 1/86) 8639443 ORIGINAL SCALE IS Its INCHES CU EA Yi1 r1i , i "J r, r, r.. dr t �o p�pfESS/pN` `ttt QApFESS(pN r Q� cu a; TYPE 1 RETAINING WALE. �A, � ec ���� c � a�, a ' PER CAL TRANS STANDARD S ,f PLAN B3-1 WITH H=12` DESIGNED BY• Exp CHECKED BY," � ,,.� m cu N 30°_0,_0t� E \ creme c ,-� J e 3 �` , `p: 1943 a S ro 78 rO cl OF \ �� ��"�► F0� it, c M•c a a� cu ca, cn ' F CAI a"'j�, pF A�I j�t o ro-m c C �� , FILL WITH EXPANSION JOINT STAN DAR D P LAN`S � �n cu >1 flo In `` ��` MATER IAC. PER CAL TRANS STD. cu m E cu PLAN BO-3, DETAIL 3-4 _ THE CONTRACTOR SHALL HAVE ON THE JOB SITE DURING CONSTRUCTION `� ° a ro En r� OMIT WATERSTOP o ,� a o A COPY OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION I" _ucu aroma STANDARD PLANS (1988 EDITION). CONSTRUCTION SHALL CONFORM TO THE o p~- _ c 3 \ 81" CASING FOR GAS LINE STANDARD PLANS APPLICABLE TO THE WORK SHOWN HEREON INCLUDING, �� u ' m " 10 EXTEND 5`-0" BEYOND ABUTMENTS WITH BUT NOT NECESSARILY LIMITED TO THE FOLLOWING, ,3 �� ABUTMENT & DIAPHRAGM PENETRATIONS ' 0 E-Li cuu N PER CALL TRANS STD. PLAN NO. B6-10, STANDARD PLAN DETAIL DESCRIPTIONcu ,. o tu ro (n � cn ` 6B`-b" — DETAILS U-13 & U15 HANGER DETAILS cu fa Lj to� �Q m - " .am a e __ ---- �� TO BE PROVIDED Y BO-3 3-1 BR IDGE DETAILS a 3 .� q , \ 0 )DED BY GAS COMPANY. d'.- d' BOcu cu -3 3-4 BRIDGE DETAILS ,~ �, o° t 831 RETAINING WALL TYPE l H=4'-30` � 0 ro CA a B6-1 D-1 T-B EAM DETAILS �r Bb-10 U-13 UTILITY OPENINGS - T-BEAM o Qcm Q� ,c ,- ,, B6-10 U-15 UTILITY OPENINGS - T-BEAM tn�- 3ro � CU cu ui-- �— cn cu ic�sn u `� �' tt B6-21 TYPE A SEAL JOINT SEALS ccaEroro vow c3 20" WIDE 4'--10" DEEP 8 THTC 87-5 7-3 DECK DRAINS y a0J CL INTERMED TE M� - ro 0 4 fa-- = " a J. Q GIRDERS YP ICAL DIAPHRAGM ER - B11-51 - TUBULAR HAND RAIL �=� y¢ ro FOR REINF, E A B11-54 TYPE 26 BARRIER RAIL cn N,--.0 G CAL TRANS S D. 4 `u = Q t� - PLAN NO. 86-1, TOP OF DE �� 811--53 TYPE 25 CONCRETE BARRIER 0 in U-a a 7 NICK DECK DETAIL D-1 ` --- _ TYPI AL - 827.8 �' a ! , u c, � � \ . cm .0aicu 0o-c c !24— c•o a as ._. �^ `\\� a c7 3 .c © ca u =c= m t--- ca.c u k / T 0 P OF DECK --- _ S- DESIGN DATA +827.60 ------ - --_•-�-.-�--� �';. � �' DESIGN: 1983 AA S H T 0 STANDARD SPECIFICATIONS F 0 R HIGHWAY BRIDGES - W W GIRDER G1 18"0 WATER ATER LINE EXTEND WITH INTERIMS AND REVISIONS BY CAL TRANS ry BRIDGE DESIGN SPECIFICATIONS U50" BEYOND ABUTMENTS WITH -_ � -- ---- --- �-- -- --- \� p, ,- ABUTMENT A B U T M E N T DIAPHRAGM PENETRATIONS G2 LOADS: L0AD FACTOR DESIGN pGIRDER . cn �► - --�" ` _ _ --- -- — -- =--�= ` - -- ----- -� -- --_ � DETAILS U-13 & U-15 DEAD LOAD= INCLUDES 35 PSF FOR FUTURE WEARING SURFACE ry w B LIVE LOAD: H S 2 0 AND PERMIT LOAD .� -- --- \ WFOR HANGER DETAIL SEE N-<-- .QABUT. DIAPHRA M 0 N MATERIALS: uGIRDER G3 � ELEV. or REINFORCING STEEL= ASTM A615 GRADE b0 UCr_ o_._ 24 E ' `�1�0" DEEP cn c� w --�- ;r �� \� . . ___ ._. - - DER G , - F O R U �_ m L., GIRDER G4 _ __ � � � _ __ - . -- -- - - �� ._ _-- --- --� �/ C 0 N C R ET E• 3 2 S 0 PSI AT 2 8 DAYS �[ tT o <t Q __ - _ __ _ SEE C 1—, u z A- GIRDER G5 _._ - .. M _ _-- _w_- �� "��~ - --- �"\� 16" WIDE X 4'-10" DEEP --- Q ci G I R D E R G 7 - FOR REINF. `�.` F1 NAL PAY QUANTITIES V) CID y. \ ~- L j ` O Z' GIRDER Gb R AYP. BDESCRIPTION OF ITEM QUANTITY UNITS r7 cn -3 SECTION � -�-�-�_ _. �-� Q 0 z STRUCTURE EXCAVATION (BRIDGE) 1407 CY �'. /` STRUCTURE EXCAVATION (RETAINING WALL) 189 CY --1 z � --' . --- -- 0 P D E STRUCTURE BACKFILL (BRIDGE) 6 73 C Y co co aC 2 7.4 � cn TOP OF DECK \ �� STRUCTURE BACKFILL (RETAINING WALL) 121 CY Lij Cr- 827.07 ~`� PERVIOUS BACKFILL 144 CY 0 / a <p _ STRUCTURE CONCRETE, BRIDGE FOOTING 146 CY p 33 -611 Q °'r STRUCTURE CONCRETE (BRIDGE) 471 CY TYPE "B" DECK DRAIN `s CLASS C CONCRETE (BACKFILL) 78 CY PER CAL TRANS STD. STRUCTURE CONCRETE. RETAINING WALL 65 CY Q U PLAN N0. 87-5, BAR REINFORCING STEEL (FOOTING) 36.400 LB B25 o DETAIL 7-3 FILL WITH EXPANSION JOINT TYPE 1 RETAINING WALL BAR REINFORCING STEEL (BRIDGE) 84,820 LB UI UI I MATERIAL PER CAL TRANS STD. _ - PER CAL TRANS STANDARD BAR REINFORCING STEEL (RETAINING WALL) 4800 LB PLAN 130--3, DETAIL 3-4 PLAN 83-1 WITH TUBULAR HANDRAILING 231 LF OMIT WATERSTOP H=12' OR 20` AS SHOWN CONCRETE BARRIER (TYPE 25) 70 LF BRIDGECK PLAN CONCRETE BARRIER (TYPE 26) 161 LF rj tt- f- tt SEALING JOINTS 95 LF Z � i TYPE l RETAINING WALL H=8' H=12' i" CLEAR -- FILL 1 �- 10 0 " CLEAR H-20` H=8` cc Ln ..` PER CAL TRANS STANDARD __- =_-____ w a ITH EXPANSION JOINT cr z BRIDGE DECK ELEVATION BRIDGE SOFFIT ELEVATION ' C3ro °° PLAN 83--1 WITH 8`-0" MATERIAL PER CAL TRANS STD. 8`-0" MIN TEXTURE ON RAIL RECESS ON >- w--- u VARIES, MIN = 827,0 VARIES, MIN = - 822.2 --� ._w u- o H=8` OR 12` AS SHOWN MIN. P'LA'N` 80-3, DETAIL 3-4 SOUTHWEST EDGE OF BRIDGE ONLYo j _ PRODUCED FROM PVC FORM LINER 0.w " L_ E-10 in --� -- ---~" SPAN/2 p © o oc m ws t-- © to yt - ( `� Q SPAN/4 m wQ 1 FINISHED GRADE AT BOTTOM OF FTG. J m ampQ Lo SOUTHWEST EDGE OF BRIDGE 1 ELEVATION r +813.3 x \` EXISTING GRADE AT , _ r4-* DRAWN BYv JB SOUTHWEST EDGE - CHECKED BY, DC 1 _ —­e'� OF BRIDGE \ .� __ 1 \� BOTTOM OF FTG N BOTTOM OF FTG. ''� �_ --- ` 1 DATE: 24-MAY-90 ' ELEVATION=10 N 814.3 ELEVATION- +818.3 ,� J _ __ . . 4 _ _ ., ___. �. J __ _ B O TT O N OF FTG. JOB: 286028 BOTTOM OF FTG. __.� .� -_ _ __ __ FINISHED STREAM BED _._ �-- ELEVATION= +806.14 ELEVATION= � 4 � ELEVATION = X806 81 .3 SHEET BOTTOM OF FTG, �, BOTTOM OF FTG, ELEVATION = +800 ELEVATION = - 802 A CAMBER DIAGRAM BOTTOM OF FTG. BOTTOM 'OF, FTG. BRIDGE 1 NO SCALE ELEVATION -� +798 ELEVATION, ,= +801 S - 1 1!1— 1 0 1-011 t. r r r r, r r e, r r- of a'fY ze PROF Ess loNpill q� �o,�o eRaF ass royq��. ��� N TYPE 1 RETAINING WALL ���, �`��� C. e `,�` 4, ��° M` too .. -- N 30 a-a'-o t -- �- !,� dcu o c PER CAL TRANS STANDARD 9e �^ ` d �� Wit.. u, r^ N 0 9 S u _ cu PLAN 83-1 WITH H-12' DESIGNED B xpired CHECKED BY: e r: � cu 4 ep. 30. 1 3 xx �Lu cu cu cm m c >u 4- . r;A> ,, •� uj caS2_1 a- ".. aj N 411-, 0�\,�1 fir` �. ,_ = m LIF CAt\ .•ice 4F CAl�F lid _ cu �' N Or ro-0,n 3 ro ¢r CU c� M ro is "3 '? c.c >. ca a > cs `- u Ufu act="3a = "e n am F u u-t c o cu aj or = Ql G1 Cq ai a w �, o til-` _w_ J _ - c N _ °' Wauroc cqv nJ 4j ai 0 cu DRILLED INSERT °' `a ro ` cmro EACH SIDE OF STIFFENER '� �� � - Q aj u' ai as -0 3 00 WITH 8" MIN, EMBEDMENTam , d> a U= ro,c�, cm ro o ny cu c.._ cam .. PLAN VIEW �-0 ro �? u tom. c co cm EXISTING WING WALL ms`s 00 cr STIFF. PLATE 3 to u a, — �-- :� cn au TO BE REMOVED � \ ®' Sr �� \ � �Sf tt � �� �� -uQa `,1. '� vincE auQ Q r EXISTING WING WALL ' METAL BEAM GUARD RAIL TO BE REMOVED to �, m � a Z Cu F= E x to,....�,�,. � to w.-p u w. cu t 2-V O DRILLED INSERTS EACH SIDE OF STIFFENER u � cu cu cm ai a� W CX cu Cu ' 'c WITH 31" MIN. EMBEDMENT a� aC= GROUND LINE OR FINISHED SHOULDER Lij _ _ SURFACING ._ FACE OF ABUTMENT \ \ Q _ -- --- \ � ---~-- - / L.iJ STA 12+95.77 \ �� _ — \ \ FACE OF ABUTMENT�``� N 49"-10'-2 4" \ \ _-. _ — TYP. @ \ �—_ cs? U �...• _---- STA 13+64.51 OBTUSE /D\ \ N b8Q-17!_3h�t E '---_.- �, It x 1,_6tt END PLATE ---''� ---—"r CORNERS -b \ m Q "�' _ \ �� M EXISTING Y2" THICK � ._..--------- � �.�_�..__.__�_--__-.._.�__.�....._.._..�,_� ,�, EDGE ®F �� � � �, PAVEMENT CONCRETE WALL LTJ EXIST. P A V E M E N T �, `� �t x 11 x 1 4 PLATE Q N -- < Ln 0 ry N A METAL BEAM GUARD RAIL CONNECTION Uj Ln Q __ S-2 TO EXISTING CONCRETE WALL It Y it �!? U Q 3 0 FTG. �; \ ._ -_ — 2 0 FTG. \ _ w (See Sheet 2 , GENERAL PLAN- < o <t STEP `� ,\ -- -_ -- STEP \ \ `'�--.,_ �." �' z u EXISTING WING WA L 1, _ _ -------- �--- -- --� `• \ ,� -- _. �-�` �'. W o ; t-n \ �, -----_ \ ,�\ \ , XISTING WING '� �' Q u cn To BE REMOVED TO BE REM 0 ? Q CO _, -------- ---""" -- % EXISTING BR D G E \ ` �� ,`� L1J Lu < 0 EDGE OF L9 0 3 Ln EXIST. PAVEMENT ---'" r.- 1 -' T 0 B E REM 0 �D \ '� `-� . EC STA! 1448.44 S 880-21 -46" E 0 0 z � -' m m Q -- "" LIJ cr_ ---''� U B25 }- �- TYPE 1 RETAINING WALL Ln 4r) PER CAL TRANS STANDARD 't ,® PLAN 133-1 WITH H=13 OR H=12 AS SHOWN C"a 1 c> co Z � rnLn -- moo, Ln I! W .1 C? CID CC�q T ,. /w Z C3 I a. TYPE I RETAINING WALL DIn ch IS.9 PER CAL TRANS STANDARD 2g cn PLAN 133-1 WITH H=20' OR 10 co h'-1a k, H=12' AS SHOWN DRAWN BY: JB CHECKED BY= DC r, BRIDGE FOUNDATION PLANSTRUCTURAL CONCRETE, BRIDGE 1"-_ 10'-0{! DATE= 24-MAY-90 ' STRUCTURAL CONCRETE. BRIDGE FOOTING JOB: 285028 STRUCTURAL CONCRETE, RETAINING WALL SHEET CONCRETE STRENGTH AND TYPE LIMITS S -2 •r; ^ r" rrr d I rl ft.` . 1- if r x r, •r, ,'1 r. F z. l= a" y rr t r e. r °I, t i' / r, e r, (, 1 t t tr t 'd r Imzz,,'i QRp ESS/pNq � m-m 0 > �' \\,4.�� " cu M cco` a, o 0 ..' cm to rz 1 on CHECKED BY- xpirescu cn cu w 3 cu 39`-9" BRIDGE & VAR I ES Sep. 30, 1989 �, u a uj 0 o u o ® u p .� ` 1 32 -0" ROADWAYcu ' 5 -0" 1 -0" ���► OF CA1.�F0 �l�i c cx c a °J_ u' p r(" tt SIDEWALK ! tt � c.� - ro 16 -0 16 -0 & ;VARIESCU c cu c-' o v o QRpf Ess�ot N C m a 0 , fo C . `' �`.-. L c to fO o o Wo-p c `a � c acs Ww ' 37'19 8 �. CL �- ora..- DESIGNED 8Y ( Ex 're � � � TYPE25 CONCRETE BARRIER PER . 1990 � -- W c � a -cu �, - .a c a to..c w III CAL TRANS STANDARD PLAN 1311-53 tt �.�. `�� �`P a 3 N 8 CASING FOR GAS LINE. ROADWAY r o� � � � Lj cu OF CAG\� coN ` urva -r� cru onr`v ` c cC HANGER TO BE DETAILED TYPE 26 CONCRETE BARRIER cnm Nx cm BY GAS COMPANY 45 12 $ TRANSVERSE Lj WITH TUBULAR HANDRAIL �, c cu cu -cu 0 cu 03� TOP BOT. OF DECK #5 CONT. TOP & - AND 5`-0" SIDEWALK PER - " 2�#5 CURVEDTYP AD0'L S x 8`-6" BOT. EA. SIDE CAL TRANS PLANS MIN. #4 AT 18" _ EACH SIDE OF INSERT U= c ro0 Qj CONT. ALONG OF EA. GIRDER 1311-54 & B11-510 cu EDGE F DECK LOGIT® TbP REINF. � �ro N � a o EC _ ® i #5 @ 12" TRUSS BAR (( (( ..- 0UC AJ tr_ c_ c' cuoc: ra � c o c +- L"l. --3 (121 >_ 2-#5 CURVED � �� �� =LAJ � � "a2 Z o f° ry u o mu >_ CONT. ALONG cx w , a �- r. s -1f TYP VARIES - �;� o co N rj oma. EDGE OF DECK c -- ry � u-- t=u c ru as x m-0 0 ry �t r .- --rc� cu .. ( o wi u "" c w cz cx ria ca c ... o a to.�,.. ci DRIP GROOVE ' m #4 AT 12" MAX ` - a� TYP EA. SIDE LJ �'_ - TYP #8 TOTAL OF 18"� WATER LINE - cl- 2 PER GIRDS M ¢ FOR HANGER DETAIL SEE B y 2-#5 CONT. TOP & BBOT �: -3 W TYP OVERHANG GREATER #4 STIRRUPS - FOR 4-#5 CONT. �- >°= W .` THAN '18 ' PLACE REINF. SPACING SEE TYP LONGIT. IN ~ � PARALLEL TO GIRDER G,l & GIRDER ELEV. A BOT OF DECK- " U TERMINATE AT EDGE OF DECK. 3- 4 EACH BAY TYP BTWN #4 STIRRUPS - FOR GIRDERS SPACING SEE C 0 Ln 1:..1... # 4 SPACER BARS TO L j Q MATCH STIRRUPS TYP #S CONT. TRUSS ; 0 --- `t 1`-6" CONST. JOINTS BAR EA. SIDE OF < Ln o z --- iWl I NTER M ITTENT KEYS GIRDER - TYP cr TYP �_ tt �- tt i 1 TOT. 13-#11 BARS IN U j V) 0 6 li" CLEAR FR M 2X4 X 01-811 21-011 TOT. 10-#11 BARS IN BOTTOM OF GIRDER 66 - cn U Q J ' TH ROUGHLY CLEAN TOPS BOTTOM OF GIRDERS FOR BAR LENGTHS SEE C `� O� o <t TYP OF GIRD RS BY SANDBLASTING I G1 THRU 65 - FOR BAR " CHAMFERS - TYP t► �"" -.f z U LENGTHS SEE A EXPOSED CORNERS 4 FILLETS TYP. < Q o G RDE G 1 �--- O � 0— GIRDER GIRDER 2 GIRDER G3 Ln GIRDER G4 GIRDER G5 < � Q GIRDER G6 W Lu _j o t.rJ l!7 cn 0 C1 z TYP @ Gb ONLY .. VAR I ES 6`-10" 6`-10" 6`-10" b`-10" 6,-7" VARIES LU - 0 44" MAX. V-10" MIN. cr_ UL NOTE- ALL REINFORCING IS STRAIGHT & PARALLEL OR PERPENDICULAR p TO GIRDERS UNLESS OTHERWISE NOTED / A \ TYPICAL BRIOCE SECTION U r S-3 tt w 1 r Ott �.... c.n co r Z a� � .o r„ ,L'no - c n Oft �I W BRIDGE DECK w ,� oz � w — � �� tV vim-. BURKE HI-TENSILE INSERT OR aw EQUIVALENT ACCEPTABLE TO a. c THE ENGINEER Ln SPREAD HAIRPIN BARS IN KEY 4 Q AS SHOWN AT ABUTMENT PENETRATION x x � o � DRILLED INSERT - RAMSET TRUBOLT © m Vit` x 4V EMBEDDED 2V MIN lift GRINNELL ADJUSTABLE CLEVIS FOR TO BRIDGE DECK ` – 18"� PIPE. FOR SPACING SEE SHEET 2 - GENERAL PLAN NOTE 16. 1 it DRAWN BY, J8 --- CHECKED 6Y= DE 18th WATER LINE 3x3xV ANGLE 1 {t DATE- 30-JAN-89 GAGE= IV BEND AND COPE r FLANGES AT ENDS AS SHOWN FOR ALL ITEMS NOT SHOWN OR NOTED SEE CAL TRANS STANDARD PLAN NO. 86-10, JOB= 286028 DETAIL U-13, AND C S4 SHEET WATER LINE PIPE HANGER DETAIL C ABUTMENT PENETRATION \L-3 tt� 1' Ott S-�3 It= 1, Ott S -3 4, 1` SQUARE PAVING NOTCH �j' ES�••,,,,,,� P� ,��o QROF S/ONq� ... m N u- u .. wroro a :: JOINT SEAL PER CALTRANS It 8�► lri 1r�0�= 1r_®" ,% TYPICAL Pio M = �� a .� STD, PLAN Bb-21 TYPICAL ROADWAY SECTION °� �.. o _w q TYPE A WITH MRW � •► A,No�t m� cu as �a CHECKED BY: r x es.? �- 4" 9«x18"x 1" THICK seg. 30, »s9 `� C a a W ` TYPICAL GIRDER BEA INGELASTO M ER I C BEARING PAD —�d r�i �� CAO�FQ�lit, n c a1 acx cn ABOVE N TYPICAL @ EACH GIRDER ,���0 rfi� a cl EXCEPT b x14"x 1 THICK •«�«N � CA c `© c @ GIRDER G7 u - c :t I I,�:t!ii.=i!=t[ Q�q Ess/a yq` QJ cu�o4 a Ujo 246 CONTINUOUS IIlaI[aIEla `_" _. � w 32798 �',_ �" cu cu �,. � 2 c c� w a, DESIGNED BY tx rr I �� �.� �'o = 03 L Lj #4 @ 12" H 0 R 17. � _ _ -- ---- �- - �--�-- ��a �� Q N�,71�0 " ': w= wa IN EACH FACE I IN EACH FACE Q� CA1��FQ� � _ � " ucu >- ca ry c c t w GIRDER �M1 u e. ai au o a ti0 (n .-- w � 3 c 45 PLACED PARALLEL - - #5 @ 12" VERT � In� � �u cu a r o c'aiv;-' roc c`. 811TO GIRDERS @ O�� -,� u C3 a cow MEASURED ALONG ro� C c BEA FACE OF ABUTMENT f o c �_ �.- m B @ BRGa PAD ABUTMENT -- . uj v +- ro c s z+ �. 5�. �� ca,ti aun c °U Q cco a L_ c Q u . .. w _ B ABUTMENT PLAN @ BEARING PAD � � ro� uQ " m .. A 246 CONTINUOUS icor 4u -3 AD D'L 3 TIES S-4 If= 1 r 0 it ru c a In cu= m BELOW KEYS coc, Na rcac... a cu cu aj wo 4-10 ` u u c ai ELASTOMERIC BEARING PAD - a, c- � x �,-0 � C).-, ro a @EACH G!BOER SEE B, .� m" C31 m a L.L u di u. c ca ca. i-- ca c u 246 .� ICO ADD`L #5 CONT. BELOW KEYS t1 w W EACH FACE OF WALL #7 @ b � �,, W J EXTEND ALTERNATE BARS � � � r. TO TOP OF ABUTMENT a W U �� SHOWN DASHED) � � " 45 @ 12 HORIz. 0 cn EACH FACE OF WALL � � w PERVIOUS BACKFILL LW f MATERIAL FULL HEIGHT < Ln 0 Q urr; #3 TIES @ 12" MEASURED .� '�....' con 0 I � t o HORIZONTALLY & VERTICALLY U Q Li- W/ 90° HOOK @ BACK FACE <[ -�' 8� 135" HOOK @ FRONT FACT FILTERS FABRIC 0 u �' •`t' z wo = --.-� �---o 0 u o- cn 121-911 � '" _' CO - LLJ W <t o #7 @ 12" � #10 DOWELS @ 6" a --� 0 0 3 cn ALTERNATE 24" HOOKS � 5` WITH 5r-9" HOOKS 5r-9ta 7 - #b HAIRPIN 2 r — __ @ KEY N (Z Cr o z "k4 4°� WEEP HOLES PER r r A �0 cel <t {per « � AD D. L #5 CONT. + � F.G a ELEV.- ¢8 0 t,J #7 DOWELS @ 12 CAL TRANS STD. PLAN EACH FACE OF WALL 2 - #4 TEES � L1J � NO. BO-3, DETAIL 3-1 Cu o . . __ .. .. 3 r-0 0 HOOK TYP #5 @ CTRD BTWN GIRDERS 2 - #4 @ KEY z: OUTSIDE FACE OF <;( 5 KEYS @ EACH ABUT. #9 @ 8" TRANSVERSE = ABUTM ENT 2'`-0" @ KEY U ® #3 TIES @ 12 BELOW KEY ,< IN TOP OF FOOTING . ELEVATION SECTION �-- BACK FILL cn WITH CONTINUOUS KEY -,' ; , CONCRETE C ABUTMENT DIAPHRAGM AND KEY (' O /� ? FROM 2x6 3 1-011 �, 3"i 1 r 0" L r. m �y u MIN Z � MIn .�► cr% c W � ^ W roan 1` TYPICAL ABUTMENT w � N #9 @ 8" TRANSVERSE 15-#5 CONTINUOUS FOOTING REINFORCING o z to Lj IN BOTTOM OF FOOTING IN BOTTOM OF FOOTING a. w CN w C) � :) m u x ci' 0 0 c' m c. cn FOOTING TO BE PLACED NEAT TYPICAL ABUTMENT 11-#5 CONTINUOUS AGAINST UNDISTURBED BEDROCK TO FOOTING REINFORCING IN TOP OF FOOTING = DRAWN BY, �� BE VERIFIED DURING }CONSTRUCTION o >< CHECKED BY, DC `� 2" 2« BY THE GEOLOGIST �` m COVER COVER COVER DATE: 30-JAN--89 31-9111 2 r—b ti ,q #9 @ 12 " 71-5 JOB= 286028 13 1-811 3 N FOR ALL ITEMS NOT SHOWN OR NOTED SEE A SHEET A B U T'M/ TSECTION -� D ABUTMENT FOOTING STEP m 5-°4 '°� 1` 0" S-4 it it Oil f Fri S,r rr 1, f' F 1, rd. Pr tF: 1' p,Ar rt S. pk Jr !f f 1, N- !F 1 f, *ff ! !t Ik k fF f�° F f 1. / d J s r s 1 r r It 701-Z 70 -2 t�',tt�pIESS/p���r�� . u a; tt 3 4,-1 1 tt J P.1 1 tt 1 t6 It P It , It tt �N`�� �`° �15 ` a cu n ,� CA c J 1 tj- � roro 1 3 4-11 3 4-11 1 o�` , ' mow. a C'to -- " v u to t_Y O .` - ;. .:.... ter- to a +'�.. cm C2 a.. C r S +-• C 1.0 3: aJ cu ep. 30. 1989 ,> ; �:= a, > -• � ,_ ar CDF SYMM. ABOUT q Ru�u�A � ° cu m 4-#4 ( 1P-01t-3,-0" SPAN S MM. ABOUT •, TF o� ,� m a.� ` 1 11� t 1t CHECKED BY= °F CAi-�F��i►° n ��,� = roCL 4-#4 , @ 1 -0 3 -0 S PAN ��//����t� ;moo _ ,� m oro n 3 ro � � o oci ccnn �, � t u t✓.- ai �- o to TYI . ST(RR"UP 15-#4 @blt 17—#4 �1,-411 1t QROF ESS/pN � m $ TYP. STIRRUP 15�-#4 @b" 17—#4 @11-41t Bit �o q� a cc C. a N m SPACING =7 0" =211_411 1 t1 — , t1 DECK REINF. - � °' °1 ,�� SPACING �7 -0 -21 _4 � �, cu a it , It SEE m .c *- b 1 -0 EC 1t / 11 qx � `� - �� "� c � DECK REINF. 'b 1 -0 p f �-� - tl+ S-3 : 990 - �- a, wc v mm 1 b _ , SEE A t 11� .� -� _ � ms 1 -6 - A GIRDER G6 & GIR R G7 � � to �- -6 INTERSECTION �`�' � ` ��� ° C 3 N � 0Q- a 'c' 't BY: SOF CALF°`� � uro � 0C, oma._, w (0ca o as roto c L-i w cu 0 aj � Waj aj cu cua S oU 72 a o�. ro OEM =i ro ro o ar C c .. Ca r ....,.'n ro O C ro ` CT "t 3 ro Q u ma w 1 3 ro roc c i A GIRDER REINF. cu (4 E � 0. $� A D GIRDER REINF. NCAero1 UDS S KEY S ECT I O N S-3 -5 KEY SECTION c4 n C 3 ,. -0 AT u 4- to . cu a� a� t,o vQ.--� ,, w, BOTTOM GIRDER REINF. a ® 1 BOTTOM GIRDER REINF. � ju ° scum IN Z LAYERS - SEE GIRDER IN 2 LAYERS - SEE GIRDER m -mcu °' ° °' C3 REINF. LAYOUT DIAGRAM z 1 ©:E o � L � -n o' La W f co REINF. LAYOUT DIAGRAM cm Lo uj LJ — rn UJ UJ TYPICAL GIRDERS G TI--IRU G5 ELEVATION � `� ,��, GIRDER G ELEVATION o � u, aLa � .wUJ ww ¢ wW W cc "Ln 23 0t1 m1n � W - 231-011 Cr 2-#1 1 ' A 2-#11 U A " P it 25 -0 251-011 Q Ln 2411 X 604" 2-#11 X 0 1.0 11 W B LLJ 281-1 0 it 321-011 81-011 32 P-011 0 tom' u Z F � � o 1-#11 X ,'6 0 0 1t 1— 11 1 U r.._.. L� C C 2-#11 X b o 0 � � o t cn U `� .._:.i < O� o Q 3,21-011 � 2 01-01! 1 t1 1 / 11 �— �- Z �--� [�. 32 -0 2 8 -0 < Q 1�#11 X 601-011 0 D D 1-#11 X b o t_011 �,... p u n f _ �C z Q Ln Jm W W Qo 251-01' i 2SP_Ott 1 � 3 cn E 2411 X 601-011 4411 X b o t-01t Q z - E --•— Z J Z 1-011 !..I..w I 231-011 1 L'� 0 Z Z-#1131w r co dl <L F - 2-#11 F " � W rr o Q GENDER (REINFORCING LAYOUT DIAGRAM GIRDER REINFORCING LAYOUT DIAGRAM � Muir®rnr.snw..nmww o.rrw..aan.wi ew nn.. __ __ �....../ r A TYPICAL. GIRDERS G1 Tf-1RU G. ELEVATION & REINFORCING LAYOUT DIAGRAM � C GIRDER RDER G6 ELEVATION � REINF. LAYOUT DIAGRAM � tt w 1 t-0 t1 S.._5 It= 11-0 it rn .� Z IV 'o 10 1t 101t 1/_011 1-011 -- one n ,1, W E 1 11t CLEAR w lI' CLEAR C, ozQ -- J ry 0 GIRDERS 61 HRU GS GIRDER G6 a.w 1- Q Ln INDICATES BAR { {{ , { INDICATES BAR X DESIGNATION IN { { DESIGNATION IN m { { GIRDER REINF. { { GIRDER REINF. o a. { LAYOUT DIAGRAM {I { tn: Ln LAYOUT DIAGRAM -_ � _ .._ D C E B _ ® i F E F i DRAWN BY: JB :.a•, .. .. _ . .�.. �. _,_. �. .__. _ _._ ___/ CHECKED BY: DC m .k„ m DATE- 29-MAR-80, Lu ¢ .__.t w JOB: 286028 r SHEET f RDERS G1 THRU G5 REINF. KEY SECTION . D GIRDER G6 REINF, KEY SECTION - ,r..5 lilt= 1/_011 S_S 1�1t: 1/_ 11 S - 5 a a. { e dr 't f TYPICAL DECK REINF. it i fES5 ;' 0_.• ,� a QR laN rr o-o-c,� ca °' PLACED PARALLEL TO GIRDER Gb CONTINUE TRUSS BARS ��` �o q� . rr, acs > '"' a ry TERMINATE @ OUTSIDE FACE STRAIGHT BETWEEN 66 & 67 �`�``� : c r t_ tt l.,. it,,, r- it It � `jQ' ,. ; �t'"' o 2 0 HOOK 6 SPACES @ 1 4 - 8 a 8 OF GIRDER 67 { [[["`"' cu - CHECKED BY� ` ~ j'/�, r _ 3a cu AO D'L #5 AT 12" • -- a TYP N TYP GIR ER SPAC IN @ G6 `hep• 30, 1989 cm'I- a o ro ♦ a cm > .. S� ��� C a 4 cu -c u (10 cu SPAN ''•.;� OF CA�.�F°;��'� a� Q '�� tttttt o ro , ro -� c h J c C= _ #5 AT 12" WITH "m mfc) cu ma- -c7 10" HOOK EACH END oe�°�ESS�oy� 3 a =� c•-- a a arc -vro,. ro '� u w G oo� aa ca a-oa w ?, aj #8 EACH SIDE DESIGNED BY C �� c:�` } �-----—— T cu GIRDER G6 ., Ci ��P cu U, -X ,a vi Rn 3 a cn ` u ro a o a Ott FILLET #4 AT 12 ----- -� a N'� (au io W #4 STIRRUPS @ lb" TYP � C fa �- - a a o a �--- ai o 0 FOR SPECIAL STIRRUPS @ a a cu -� :3:i:-:Cl cu = 8rt 3-#11 [N BOT INTERSECTION WITH GIRDER G6 Ecu C SEE q a -� to uJ o f° c o a. a OF GIRDER , ro .� -- ro o a _c c 0.0Z 5 r-�6 It a. _ ro -j t5A IIx I CaCc 'M L_ .o '?� >.-`-oro o u ca. u+ U tt a to `—' .._ c � ro C.o '... � C7 tom. w C71 ro ro u o a CL /,�0 �= oma:- � c4 HOOK GIRDER G7 G7 roR�Qa 3 rn SPECIAL #4 STIRRUPS - ro _ -- LONGITUDINAL REINF. @ GRDER INTERSECTION GIRDER G6 GIR ER G7 �� :_'°. a � - u-- E u c a FACE OF GIRDER G6 �,.a �x ro�, � a 1� « +- aajo a A'S SHOWN O W N - ro mcu L. u a to a 's r. T1, +�- .O a a to t1-0 A C .... C�- a a a., C1. ARIES &7 _j 1 " CLEAR 1J` =C= ". i, CL a A GIRDER G6 GIRDER G7 INTERSECTION FOR ALL ITEMS NOT SHOWN OR NOTED SEE A 1'-4" � S-3 W 1 r art L1J B GIRDER G7 SECTION U S_61r art 0 U1 W r_ n W Ln o 2" COVER U u') 0 44 H 0 R I Z. @ 18 =B_ "mi cn H IN OUTSIDE FACE 2' COVER `� U <(T —� ❑, �t ' . - }--. 't z U ABUTMENT - FDR < w0 REINF. SEE A �. SIMILAR AT TYPE 26 RAIL 1 S tt �, J u Lno � AND SIDEWALK [ I LOPE � TO DRAIN � W Lu <ALK (SHOWN DASHED) IL-9 ur) AT RIGHT WING WALLS � � � � � #9" HORIZ. @ b" ( f �► RADIUS OR z 0 HOOK 24" INTO ,. � I V CHAMFER z �— A 6 T M EN T �``---- #4 @ 12" ( ( �.. d� co �' Z uj as Ln LLJ \10 LL if, 0 tt57 #4 @ 12 #5 @ 9" #9 H O R IZ. @ 6" C_�� , HOOK 24" INTO ABUTMENT ( U Cn #4 @ 1211 #4 H O R I Z a@ 18" °� .� w La m -� o ABUTMENT FDR_ 1N OUTSIDE FACE — #4 HORIZ. @ 18" z ` Min REINF. SEE q n ( — Z; —6. w �. W to #9 H 0 R I Z. @ 6 It t1t--Lei r, .o CL W Lj la 11.=1 I EI I I-- CL Q -r I I 111=111=1 11=111)= CL 0 Q .r 11--11 1--111=I I IEI I l= =t 1=111_ l i l-•111 Q M. �1=111••--II 1---111_ --1 11-•:::1{I I I j=j 1=1('. I l.•=I 1 I•-•-I 1 III• o z -III 111 .._ to R,. 1--I 1 I••-•1 I F- _r FOR ALL ITEMS NOT SHOWN OR N0 A A `wIII�[ TED SEE S.. FOR ALL ITEMS NOT SHOWN OR, NOTED SEE S— DRAWN BY, JB �r CHECKED BY, DC r q AD D'L 3 -- #5 VERTS t rp DATE= 29-MAR-88 FOR ALL ITEMS NOT SHOWN OR NOTED SEE A JOB= 286028 C ABUTMENT CORNER PLAN SECTION D ABUTMENT CORDER PLAN StCTION E TYPICAL WINGWALL SECTION it it^ , S ' ! EET �tr� 1' att a s-6 � 1 ati S - 6 4 r f. f r . • Existing r! E RO O , r n,. NOTE B.M. - USGS E1095 located of southeast abutment of S. P. R.R. bridge -- Elev. 8.35.15E LAN ,>r w - - - 840B-2 M. t 8,30 82 6.9 El. j/� El. 7. 7 1 Say E.• i (h 'L_. Loose, brown N1�Y SILT (SA4)Compact, mottled brown, fine to medium ;. •°� -11.4 126 SILTY SAND with scottered gravel. --- (SC) Compact to dense, grange-brown, fine 820 i f CLAYEY SAND with fine gravel. i.4 I io t . a. ,. Dense to very dense, lig/rt brown to white :.4 I^ ,NGLOAIERFATE of sand and 101.0 1,7.0 .- scat�re grove . __ . • ---- ... gr®ve/ size SHALE fragments 8/0 . El. 506.1io "xis*Ing ground surface ,.4o i.n clayey silt matrix. F e, at 5- 19-79 (3114) Goy-npoct, mottled brown, fine to e 1411 a' XX .� coor.se SILTY SA iD wifil fine � ,�� ravel---- : a •; 800 then /aye overy soft 0lgley silt ti ' Fa I.4 24 'i 6 1.4 10 4 Ver;/ dense EONLC?1�'� of light e 5.18-79 brvwn.to white sand and gravel 3HAL E frogmen t s in cloya v _ 790 a •. silt matrix. 8 I.4 OO+ 5-18'r- 9 780 PROFILE lip BENNO= L E G E N D OF 'EARTH MATER I ALS L� D F . I�N RAT10NS MCJQt� E br TABER 1 1 I I MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION len ® an boring ROTARYBORING PENETRATION TEST CONSULTING ENGINEERS AND GEOLOGISTS �� st SP SW GC M GP GW SM FOR SOILS y Location �' peat or ixe E-No. Location A� / © A�y Sands with fides Clean sands Gravelswithfi s Clean gravels ,� Potary boring Approved , , Y/ v- - JOB No• 17 - `tV Highly ' Crael �, or Colic matter Top hole elev. B No. ® � Siissoradclays Silts and c!®ys, t2/opines5 /Minesi2/ofit�es /® tnfi9 According to the Standard Penetrotion7est _' REGISTERED CIVIL ENGINEER No.2399r Solis t�4 ldllrnitgreaterthffinsO i:iq�ald limit less than Sands-more than 5o%p?coorse Grovels-more than 50%df coarse a, ;; .`. "' Diamond core boring � t a Casin Top hfllLeiev. ,� Moi ure ( /� dry wt.) 9 Pushed P fraction is srr>:atter than N�4 sieve. graction is larger th�3rti fda4 sieve. �'.: Sand •.:", Fill material t�� of blows Granular Cohesive Set Sample number e LUIS Fine grained soils Coarse grained soils •d.• Dry density (lbs./cu.ft.) SAN L U I OBISPO O More than 50%1s s lter than N9 200 sleve Mare than 500 is larger than ;Na 200sievd� size Auger boring • , Size of sample (inches) 10 /� 9 Silt Shale 0-5 Ver loose Ver soft Unconfined compressive ::.0 �, y y Blows per foot 8iows per foot. 111 Gr phic r>Qpresent tion LABORATORY CLASS 3F[CATION CRITERIA ••••. 6-10 Loose Soft Sample boring strength (tons/sq.ft.) :s;� (Using a 140 lb.hammer (Using 14 I 19 2 of driving ro S. 2 - (o ) = Designates t ( 9 0 b, X50 GWand C greater lhWs� 4 fqr G" tzar , be" t . ,, g @S d h@r soils tests . . /� BRIDGE b o� x ® Cl •• Sandstone r with a 30 drop) hammer with 21 S Y H MORE ROA ® C11 °� r 11 -20 Semicornpoct Stiff �;�; t boring C- Consolidation 2.4 los 4 "= 1 1.4 R W40GP and 5P w Clean grovel or sand not meeting requirements for G and SW. c �•: Gs 3�" r 1 Sandy cloy or r--1 S Direct shear dopa �"� GM SM limits below A line or 1. tees than 4. y LitYt6!stot� _ , i G.W.S. ,, !2 t clayey s 21 35 Compact Very stiff ' , Test pit _ zElevation .�...� _. `• Conformable material change g At ,�� A TA,�C j-aftA DERO CRE,' EK Oc and 5c r Atterber "limits above"A°lire with P 1,greater than 7. e.._r� E Expansion E l eva t io n -Approximate material change 6 OH ' :� : San silt or Metamorphic, 36-70 Dense Hard 1 T-Triaxial compression Gate 9 10 Fines (silt or cloy 3 Fine Medium Coar � Fine Coarse cobbles t�aa�► ra dt. y p � � / Crone penetrometer 21 - y � 4 p Unconformable rrloter"tai change sand sand sand raver ravel silty SorxC rock 31 LOG OF TEST G K t N GS o , � }7Q Very dense Very hard ,�1 n Tt�E.SE 13t?RtNG LOG SUMMARIES APPLY ONLY AT ThE T#M£ 40 ° �• SOZ. Sieve sixes 01clayey Silty clay o �;� {`ran@ penetrometer AND LOCATION INDICATED, SUSSUR.FACE CONDITIONS „ , is rz � . slit gn® � ��� Mote 20 4o Y ,4.L.,5.Classification of earth materials shown on than, sheet is based on field inspection and Data of flor/z. I -20 ,..,,,, a MAY DIFFER AT OTHER LOCATIONS AND TIMES. Scale Date Afar 5 1980 Drawing LIQUID LIMIT should stat b construed to imply laboratory analysis unless so stated. boring Blows per foot Vert / x /O ' Check b Y fJ L.E' F r ,'r< f TOTAL n c,Tr HUNT Y ROUTE POST MILES TOTAL PROJECT NOT. SHEETS RAL ROAD WORK G-ENE' ' I :! rev'it�t'Io ❑ D96 Pipe Riser with Debris Rank. CageLIGHTINGIGNS - TUBLAR 11-0 S is ❑ D97A CMP Coup Ing Band DetoI I s No. I , F l onged End CSP C nkers endTrafic L1es, T picoi Details 10", Channel Coupling Bond Details - Downdroins, S40N Overhead Signs, Tubular, Instructions and Examples To occomony p l ons doted2 TRUSS Stondord Positive Joints E S 4 0P Overhead Signs, Tubular, S 1 ng l e Post Type Layout { Pov `nt rkers and Trof f i c LinesoTypicol Details f2, r , Details Annular, _ and Pipe Selection e i act i�Overhead Signs, Truss, instructions and Examples A'2`0,'' Pq t, rkes d Traffic 11 sTyp,Icoi CCampI Ing Bond I s No. 2,❑ D97B- ► Pdv qt k Ings-Arrows S2- I I Overhead Signs, Truss, Single Post Type, Post S400 Overhead Signs, Tu and Helical Coupling Bonds bu I ar, Two Post Type Layout and, =24 Pay s-Arrows Symbols StaHlord and Positive JointsType 1 1 thru VIt tc , Pipe Sections Detail's �. S40R ES - 6J- 2 C Pau nt o k ngs= or ds S i gna l and Lighting Standards C ase I Arm Loa ding,S3 - i I Overhead Signs, Truss, Two Post TYpe• Post �� Overhead Signs, TubuIar, StructuraI Frame DetaiIsD97B 2 C Coupling B Details 3, FI d End CSP A-240 'PWind Velocity = 70 MPH Arm Lengths I5' to 30'a 1t k e 5- oras c d Crassw iks Type I - ru _ o. IChannel Coupling Bund Details - D rains,A Paui ng to i l�� Standard and Positive Joints S 4 - �, Overhead Signs, � • �� ___: ES -6K Signal and Lighting Standards Case 2 Arm Loading, �►�' A Ex�c�V�t #o� d ��i 1 4 i e 1 1 Ones - gns, Truss, Single ng I e Post Type, Structural S40S Overhead S 1 gns, Tubular,I or, Structure I Frame Deta l I s Wind Velocity - 70 MPH Arm Lengths 20' to 3,0' TMitt of P,a t� ❑ D9 7 C; - I C Loup I i ng Bond Deta i I s No. 4, Un i ver s i Coupling F r an e limbers No. 2 Bonds Standard and Positive Joints S5 _ 6 Overhead Signs, Truss, Two Post Type, Structural �, S 4 0T Overhead Signs, Tubu I ar, Foundation Details �- ES- 6L S i gna I and Lighting Standards Case 3 Arm Loading, A16,2x001Vclt I Bkf 1 I Br i Surcharge and Wal 1 r der sWind Velocity - 70 MPH Arm Lengths 20' to 45` &.i, �11 � o�f �P�� � t vva D9 7 C - 2 C Coup i i ng B Det i I s No. 5, Un i ver so 1 Coupling i ng E S-6M S i nal "and Lighting ht I n Standards Case 4 Arm Loading, Bands Standard and Positive Joints SE - g Overhead Signs, Truss, Structural Frame Details �-� 9 9 9 ❑ 62-,C �Exg0v, I �n d B kf i 1 I Br �i d g -Limits of Payment _ � Wind Velocity = 70 MPH Arm Lengths 25' to 45' g - 8 Overhead S gns, Truss, Fr Juncture Deta i t s ROADSIDE SIGNS A6a���b . ExZdVt dt d Dt�ckfl l l Details Concrete and D9 7 D CMCoup l i n Details No. 6 - Standard joint � . P i u I a its �. , D9 7 E - I C Coupling Details `No. 7 - Positive Joint S 8 B Overhead Signs, Steel Frame Removab I e S i gn Pane I E S - 6MA Signal and Lighting ng Standards Case 5 Arm Loading, 4... D g 7 E - 2 C Coup f I ng Details i I s No. 8 - Pas i t I ve Joints l nt s cid F r s S41 - 3 Roods i de S i gns, Typical Installation Deto l I s No. I Wind Velocity = 70 MPH Arm Lengths 50' to 55' 4 YkdI Details Reinforced forced CocreteE ExccVoat i ry - 15 Roadside Signs, Posts, Typical Installation Iation FS - EN -0-80 Boy d Arch Culverts Q drains S 8 - B Overhead Formed Panel Details for daunting an Signal and g Standards Details No. 2 Removable SiPanel FromesSignalES -60 and Li Lighting Standards Case ! Arm L oa' di ng,r_J D97 - F Re l nforced Concrete Pipe or -ReInforced 46,27 F tlta d� kfII1 Details tat Culverts - A Laminated Wood Box Posts Wind Velocity = 80 MPH Arm Lengths 25` to 30oncrete pe Standard and Positive Joints SgC Overhead Signs, Truss, Sign Panel Mounting Details , 19 X73 : Tyil I � rccf � � j kers: Installation Lam i noted Pane Type A Typlcal installation Details No. 3 ES - 6P Signal and Lighting Standards Case 2 Arm Loa d 1 ng,F] D98 - A Standard Inlet Structure Shoulder Instal 1atior and Del ir ®tors S4Q -teel Post, Typical Installation Wind Velocity = 80 MPH Arm Lengths 20' to 30'Roadside �l ns, `crd Details of Slotted Drain Connections S8U OverneodT°• is, Truss, Removable Sign Panel Fraaes Vkjjo(jt�mnt s C 110' and 120' Sign Panels Details ES Signal and Lighting Standards Case 3 Arm Loading, r - B 12, Thru 24' Slotted C. S. P. Drain Details rete ` C�� �. re'feBarr�3 Ty5 �_�� C�98 - C A I teat 1 ve H 1 d Cover for Type OL & 05 1 n I ets and 59 - 1 2 Over Signs, y S44 - 7 Roadside Signs, Typ 1 ca l Installation Deta i I s No. 4 Wind Velocity = 80 MPH Arm Lengths 20' to 45` '� gns, Wa I krvv Details s No. 7 - N' ,l e r Trash Rk for Type inlet 5 0 _ Over head S i mss, Wa I kway Details No. 2 _7 E S 6 R S i gna 1 and Lighting Standards Case 4 Arm Loading, -SHardwareD98D- I Structural Section + 0 Overhead Signs, wo I koy Safety Roiling I i ng Deto i 1 s Wind Velocity oc 1 ty 84 MPH Arm Lengths 25' to 45'i RoilirA gy 10 77 1'11 t101, Guard Rai I Ing ' pg8p_ 2' Edge Drain Outlet and Vent Details z Overhead S i gns, Truss, P i I e Foundcrt ion G N L A N LIGHT 1 N G DETAILS �� E S- 6RA Signal and Lighting Standards Case 5 Arm Loading, .-.-J A7 Bc ~rlr ted G d Rd{ ! Anchors �� D98D-- 3 Edge Drain Cleanout Wind Velocity = 80 MPH Arm Lengths 50' to 55' 01 1A ," C i � Ass l-y t y1 ❑ D98D-4 Cross DroIn Interceptor Detal Is t ES- l A Signor and Lighting Details, Li ES- 6S SignaI and Lighting Standards Det o i Is No. I hr r l or ❑ F - 10 Chain L I nk Fence ';t. O V E HEA [ S I - L I G H T IN E i G H T Symbols and Abbreviations ES-6T Signal and Lighting ht i n Standards Details No. 2 7T r it F - 20 Bond ire and #re sh F e 9 9 A 7, :A aT I F #>ares �� E - ► B S l gna I and Lighting Deto i f s, � . ES- 6U Slip Base Insert for Type 10 and 15 Lighting N8- A Curbs, Dikes d Dr i veways , 4 A - 5 Overheod S i gns, Lightweight, Ba I anted--Single I e Steel 1 Symbols and Abbreviations Standards A Utsico,tt,aneous Guard aI l Details -B Wheelchair RDetol°i No. I Post Connection and Mounting Details i s - �� g J ES- 2A Signal on Lighting Detai 1s, E 6V t.eft Burn Signal and Sign ,tandard Hype JJ 11 A 719' ' uar4 ft i l C t #cans to Br i dge Rails, Retaining i� N 8- C Wheelchair 1 cha i r Romp De t a i l No. 2 � � � � -- a l 1 s and Abutments 4 B- 4 Overhead Signs, L i ghtwe i f gt. Bo I anted S ng l e Steel Service Equipment E S- 7 A Signal and Lighting Details, Q T - I 0 Traffic Control System for Lane Closure osure on Freeways Post Deta i I s - _. 10 A 7' G RoII C alt s to Bridge Sidewalks and Express oys, 1sceII us DetoIIs E5 2B Signal an Lighting Details, Electrical Details Structure Installations S15 - 8 Over head Signs, Lightweight. Type A, Connection Service Equipment E S - 7 B Signal and Lighting Details, Carbs ❑ T - I I Traffic Control Syst for L ane Closure on l t i l one Details - A7 = Thrte C 11 to T 50 Barrier Convent lonoI H# ways, MlsceI Ianeous Deto1 1s �w� ES2C Signal an Lighting Details, E lectrfcgl Details Structure Installations Type ® f S16- 7 Over head Signs, Lightweight, Type B, Connection Service Equipment _ E S - 7 C Signal and L I ght l ng Det o i Iso A$ E r nc Poses oys RSP T-12 T rGf f*c antro! System or [-one Closure on A�lu�ti ir�rfe Details - 2D- ❑ A :3 Port rile ,,Scope P td Approach Pod Details � Corventional H1gtways. isce�iaoeous Details � .� ES51 gna l an L i qht i� Data i I s, Electrical Deta1Is Structure Installations ? � : e��infarced �CcreteCr Ib Wal I Si 7 - 8 Overhead Signs. Lightweight, Type C, Connection Service Equipment �., , E 5 - 7 D S 1 gna I and Lighting Details,# �Type A, B. C E l T - 13 Traffic Control System for Lane Closure on Two Lane Details t s �� Electrical Details Structure Installations Conventional Highways � ES- 2E Signal an Lighting Details,Is, �A � e of " C rte Cr� iib a i S i 8 A - 8 Overhead Signs, L +ghtwe ght, Sign Pane I Mounting Sery#ce Equipment and Typical W I r l ng Diagram F E S - 7 E S i gna 1 and L i ght i ng Deto i is, ❑ T -- 14 Detolis for R Closures, Miscellaneous DetalIs Details, Laminated Panel , T A B= t 'ed poi l Type �0,E�c�nd F Type t_ E S- 3 A Signal an Lighting Details, Electrical Details Structure Installations Si - 7 ead Signs,, Lightweight, LigFixture untig ignai Heads and Mountings 7 F noml crete Crib 7� Signal and L i gnt i ng Deta l is, V t"t ica�1 " a I I Typ A.B. cid C Details i t s ;�� E S-- 3 B 5 i qna I an L i ght i Deto i t s, Electrical Details Structure Installations B R I 0, 7�- 4 en c C rete r I b a 4 ID,,,�G E S 2 0 A- 7 Overhead Signs, Lightweight, Post Det a i l s S I gna I Heads and. Mount i ngs F1 E S- 8 S i gna I and L i ght Ing Det a l is, 'VeIrtical al'is-Type D, E,I F ❑ 60- 1 Bridge Detoi Is S20B- 9 Overhead Signs, Lightweight, Foundation ES - 3C Signal an Lighting Detai Is, Pull Box Details El C 7-.,A o f nforced Concrete Crib a l l 130- 3 Br i e Deco I I s S i gna i Heads and mountings �� ES-9A Cant I I ever F I ash I ng Beacon Deta 1 I s, Types 9, 9A, 9B T ype A, B, ,p, Ev I E ❑ B0- 5 Brie Del ai is �, E S- 3 D S I gna I an Lighting Deto 1 I s, E S - 9 B Conti lever Flashing Beacon Details, Types 9, 9A, 9B Header and Stretcher Details ❑ BO- t 3 Br I Deto i t s OVERHEAD SIGNS BOX BEAMS l gna I Heads and Mountings E S - 10 Signal and Lighting Deto i is, 16' Cost Crete Pi gna an Li hti DetoIIs, C��- I Reinforced C r �t� Crib Wall -_ a B2 - 3 pe � , ES - 3E SIg fsolux Diagrams � 62 - 5 Pile Detai is - loss 45 and Class 70 CLOSED TI g cit i Pressure-Battered a I I S I qna 1 Heads and Mountings E S I Signa ; and Lighting Details, 1__ B2 - 8 P i !e Deto i t s C l ass 45C and C I ass 70C 7 : ;2 e nforced C rete Crib a l l y 5 3 9 - 6 Overhead S L Dod Test Anchor P; I e Deta i Details mss, Box Bectu, C I used Truss A I ternat i ve, E_S - 4 A S i gna, an Lighting Details, Foundation Instal Iatlons . .a B2 - 9 F oundot � on Foundation Pressure-Yert I cg l a! ! , � _ Centro I i er Cab i net Deto i I s E S - � 2 Pedestrian Undercross 1 ng F I ourescent Lighting tin Fixture B3 - 1 Retaining a l - Type I H=4 30� 9h 9 —A, St I, Cr l b `Wo,1,I-Construct I on Deto i I B 3 - 2 Retaining all - Type i H=32` -36' S 4 0 A - I Over heod S'i gns, Dox Bectu. Closed Truss A i ter nut i ve„ E S - 413 � � I t 5 � 3 -) j gna i and L i gnt i ng Details, Splicing Details y gna an Lighting Details, I Cr`f dl lr�Design Data Retaining inin aI l - Type IA Two Post Type Front ars �_, ES- 14 Signal and Lighting Details, n t_._ B 3 3 g y Controller Cabinet Details ❑ - Stye i tib c l i _aes.lgn Data B 3 - 4 Reto i n i ng L1-1 1 - Type 2 SQ OB- 1 Overhead S i CHs, Box Beam" C l osed Truss A l ternat i Ve, ,- wiring Details and Fuse Ratings -� Counterfort Retaining Wal I - T 3 Single and Two Post T General Frame Details � S - 4C Signal an L lghting Detoi I_s, ES - ' S P tri r 1 F { T r Cr i b W-a l I Typ s A, Bo C., and D B 3 - �, g Type n9 Type -> ecies an Ove cross ng I our scent Lighting Fixture F. Con rust icon �etdi 1s B Counter¢or$ Retoinin Wail - T 4 _ Controller Cabinet Details 9 Type S�4 GC Overhead Signs, Box Beam, Closed Truss Alternative, E S _ 5 A Signal on Lighting Details, T1 " r Crib dI I Types A, B, Cq and D-Design Data B3 7 Retaining Wall Type 5 Ribbed Sheet Metal Details El r , 3Ret �ining alI Details No. 1 � a EDetectors D72 Drc ,na� In[ets -0S, 0L,Goy B - 1 Overhead Signs, Box Beam, Closed Trus A i ternat i ve, . , EXTINGUISHABLE A SIGN QInt -GI , ,G3, 4, , G6 9 Retaining ll DeialIs No. 2 s4�� Signal an Lighting Details 37.3 brTwo Post Type From Detoiis S 5B 7 3 Retaining Wal Type 6� Max. Detectors , , , ❑ E� - 2 7 A E xt i nguki shab I e Message Sign, 10 Letters B r ? Beam Det o, I s 54 0E Overhead S i gn9, Bax Bean, Closed Truss A I ternat i ve, E 5 . 5 C S i gna i Lighting Deta i I s, g q g (� �7� �l ttt4ets � � � _ Two Post T Frame Juncture Details ❑ E5- 27B Ext in u► shable Message Sign, 10' Letters B h vt , ► i t y Openings ngs T-Beam Type �7 7�A � r��t,e Details Detectors ❑ E S - 2 8 E xt i ngu i shot)I e Message S i gn and F I ash i ng Beoeans D77--'B Iayai Proof Grote Details i s B 2 , joint Seals S40F - � Overhead Signs, Box Beam, Closed Truss A I ternat i ve, [ 78 ❑ B ,� Box Girder Details Two Post Type Post Details cS -- S�� `;igna! an Lighting DetaI ! s, Gutter Depresslons y Detectors 0 S 1 I e Box Culvert vert B ' Decr Dr o f ns S 4 0G- Overheod Signs.dfif � , cis, Box Bean, Closed Truss A f ternat i ve, - - ry DecK Ora1ns - T D- 1 and D-2 ES _ 5E Si,gnal an Lighting Details, �] � � � Ie Box Cu'lveC`t ❑ B �'� Type Single Post Type From Members SIGN LIGHTING DETAILS Box Cu 1 vert :01,sce I I oneous Deta i I s ❑ B ' 0 Ut i t i t y Opening Box G l rder Detectors 8, x �Cu�l vert � i a l I so T pegs A, B, C ❑ RSP 87-- 1 1 u t i l i t y D e t a i l s SOON - Over head S igns, Box Beam, Closed Truss Alternative, E S - 5 F S i gna l an L i gh t i ng Det a i l s, E S - 2 9 Mercury . Types Single Post Cantilever Frame Details ❑ Me cu y Sign Lighting Equipment #D 'BoxCuI vert 1; a I i�s, Types E ❑ B8 -- 5 Cast- i n-P I oce Prestressed Girder Details Pedestrian I an Barricades y B ! - 7 Chain L i nK Roiling i i i S4 0 1 - � Overhead Signs, Box Beam, C 1 osed Truss A i ternat i ve, , ❑ E S- 30 36' F l ourescent Sign Lighting Eck,i prnent C 686 Cu i vert W�arpdi ng l I�s ❑ E_ S E A S i gna l and L i Lighting ing Standards ❑ E S - 3 2 A Sion L ght i ng Equipment 6 Pip C, Ivert, i�n o�I�,Is, EndwoI Is and orped ❑ B I 1 - 3G Temporary Rai I frig (Type K) Single Post Cantilever From Juncture Details Type I Standards and Pushbutton Posts E1 E5 - 32B Signal C� g 1 1 - q 7 Cab I e Ra i i i a � -� r r qna i and L i qht i ng Details, Sign Lighting Centro i c�l,i s 9 S 4 0.1 - ' overhead Signs. Box Bectu, Closed osed Truss A I ternat i ve, `_� E S- 6 BLighting Standards, Types 15 and 21 ❑ E S 3 3 internal l y I I I umi nated Street Name Sign X86=� Arch C iv rt i waI Is En c I Is d Warped B I ! - 51 Tubular Hand Rai I ing Single Post Cantilever Post Details ,Is pe E S - 6 G 1 { ght i ng Standards, Types 30 and 31 11 B , 1 - 52 Chain Link Roiling Type 7 1, a 8 i s I l - 5 3 Crete Barrier er T 25 ' S40K - ; Overhead Signs, Box Bectu, Closed•Truss A l ternat i ve, E 5- 6DA Lighting Standards, Type 32 N E TAN DARD PLAN S , y B Type Single Post Butterfly From eta, Is �.� <f„ ,1 �J T, �,� A k.., 14e 'D 31 { - 5 4 D �_,'�:'r�%nr ��,�,�._ Concrete Barr i er T 26 r' -a, r d I tis _ y r; S 4 0 L - 3 Over head S i s Box Bectu C l osed Truss A I ternat i ve � , 4� �,' t� Pt i; ❑ ^ r eco;:� �Pinf car cep; Concrete Fri pe Direct Design Method 8 1 3 1 Slope Protection Deto i No. f . D� � s �DV:� erdra�, B 1 3- 2 S I ape Protect i Qeto ,..I No. 2 S i ng I e Post Butterfly F roma Juncture Details i I s � E S- 6F 1 O Degree Lighting Standards I�n 'Ctrt iQn acids on Cu!vert s -; B 14 - I Structural Steel P 1 ate Vehicular Undercross i ng S 4 0M- ; Overhead 5 i cis, Bax Bectu, C!osed Truss A I ternat i ve, E S- 6N 10 DegreeLighting Standards Details i�'Pe` # a1 L ted Strst Detca i t s B l 4 - 2 Structural Steel Plate Arches S i ng I e Post Butterfly Post Details 'D90 PT, C�j vert Headw.a l I so Enawo l I s & WIngwo I I s ' ; B 1 4 - 3 Supply Line and CommuInIcation and Sprinkler is A, B. V C Control C®ndu s t 4% n1� Riser C ticts ;.-_1 STANDARD PLANS LIST ��. B l 4 4 Supply L I ne + ������-fir .� r� � (` ���,rlv 4 ,# "ed Et d Sdt 1 tans - r . . ( January , N -� � i r� 1988 9� t0 e,t, Arcb Culverts . i Revised 12/ 20/88 r . Ir . The Stondard Plon sheets Indicated by a morKed -box ore opplicoble to this CONTRACT NO. �s