Loading...
768411. .1.1.1. 1 U llu t t 2j .. r m , ,y rIr ,p q. rP 1P 1 .1. 9 rl' 'i 9 rP g P1 q # 1 q , pl . • r l i pl • i , 'pi'I PIq r l , ll y , pl q•lq rvp ,I,Iq•lql,p q,lgrlgrlq, pl.plrpl� phplql,lql lqi lhr rp11Pr'!'IYt 1 r•lgyh •rla •!'Ll•r� Iq,ln.lnJ�l.(,LLp(.(.P(�� rir li I 111�1r1111111t q,1q.T111 ^1TMT 1. 1.11171 11111111111�1 1g1(.111111 11.'I1I".1... 11111111 7� Irl Irirlrir �i/`I nIrITr }_f"�1'EA'p I . 1 I . I I 1 �= t I 1 � I 1 1 7A 7i 11 T'f 1✓t �0 �1 4�1 �f 4�♦ ♦i �A „ �d ,I r1GROfI lrEO AT . � a1 7�7 ,�I111111I 1( �et1 /1111 ++ 1111 ee t1 , ,t �j ,4 (.1.1111n1.1L'ltli_�1Ll�LLI lA .24:1 REOU,TION .�lilLllltl lLt�Ill1�1T11I1111�111. lllll�l11111111i1 I 11L171 111ILIIMm 1 tAIIII AI111 IIIIIl1�1111IiIl� tIl1I111F71t11I111111111IIII IIIIiIIT111l l�ltl�tlll�llEhltt1�11 lhll{i�lll Il►l�ll►�llll�.11ttilElt.�ll� if I ,I I •s ( w Al s�+ GI 11 � U 1 . t7 a F- V B.V.C. 156.50.00 ELEV. 14.02 R.C. =0.55% PER STA. 300' V.C. PILF TIP ELEVATIO45 - SPECIFIEO TIP FSTIMATFD TIP gee yaee� if ton ABUT. 1 -30' -35. BENT 2 -30' -35' BENT 3 -30' -35' BENT 4 -35' -4 0' BENT 5 -35' - -AD- ABUT. 6 -35' -4 D' 3 "PAVING NOTCH B.B. i A T 1 371 -2 . CL BENT 2 171 -4e 4. BENT 3 RAH TYPE 8 RAILTYPE RAIL TYPE 9 -11 E.V.C. 159.50._00 ELEV. 14.93 PROFILE GRADE No Scale 107' 17 1 -4. S.E. A N.W. CORNER ^ - - - � BENT 4 37' -4" ABUT 1 1 1 1/2 BEN, 2 BENT T �� �I � 1 L DRIVEN CONC. PILES - (45 TONS) CLASS II SPEC IFIED 1 1/2;1 SLOPE TYPICAL �� [ APPROX. EXISTING GROUND LINE (SEE ABOVE TABLE UNDER BRIDGE A FOR FOR TIP �LCVATICl:S) CHANNEL PROTECTION I li. CHANNEL BENT 4 r ELEV i c I� it ELEVATION >< Scale 1'=10' -O" w !M� 1 IS COUNTY OF BAN 91900, CALIFORNIA �_ SAN MARCOS CREEK BRIDGE BIiS1N NRApO -04 ' 1411. IMI &PINS GENERAL FL14 pBlltt N 01tp Noted I P-UEAees Sale "w. As SAM N. Ve . W.0.4F 3�7Di4 FAy CevN. Csl.At A If RetwwlNNr NIP fpwN MI. YELL to-011 WOZ D.a -ae ARpeNIe NI+ .i,r..� 41OM Y STATE OF dlllpRU N11111T Net GC Ilse ' COORDRMTE AIDE% E �� Congo, C.wL D... As WMNw AeFeeerl T'� Na I Oeeoblir REVISYl6 N I Aere.M I 01Y fI: tI S 1M" Iwte L1= L'.M�t' al"INAIt,TNR1 - a- ucc "eE saes N ROCK SLOPE PROIEC1iON 1/4 TON NETiOD -Be BOTH ENDS NOTE: FOR CH.TNVEL EXCAVATIOC A ROCK SLOPE PROTECTION DETAILS A QUANTITIES SEE SHT. IS OF OF ROAD CONST. PLANS. 1 RAIL TYPE I FLARE .We R•170' o 0 e B.B. 158.56.08 ELEV. 15. E EL CAMINO REAL RAIL TYPE I FLARE L e 46'- 6 T. 48.39' we 3' R • 226' I 1 , ,gip 1- ;?» _ .. 8trvetunl DetaSls M.,kpl F.y 0 W I I - , -0" 12'-0" im mm 159+00 E BRIDGE 159+50.00 ELEV. T4:98_ 7A 2b 1 1 1 - 0_81'X, i 1 " PAVING NOTCH E.B. 0 9" RAIL TYPE 8 -11 A R.E. s s.1URNER CL BENT 5 ( L ABUT 6 I 37' -2' RAIL TYPE 9 -II 1 1/2 BERT 5 I i I- I 1 I ,i ABUT 6 APPROX. EXISTING E II ii 11 160 +00 R.S. 1800 -1 N So 47' 11" N 121 -0• PLAN v1 UTILITY HANGER PLATES CAST IN RAILING Scale 1 "= 10'-0" BOTH SIDES. SEE DETAILS *TYPICAL SECTION 9 A GRID GRADES" SHEET2.TOTAL 34 PLATES'REO'D a i N E.B. 160 +43.92 /ELEV. 14-4 / o P t, 0 INDEX TO PLANS NO. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1 2. Co . 7 .. %1 'S By 3- ;j- 7 z ��: CONTRACT NO. // Q TITLE GENERAL PLAN TYPICAL SECTION 6 GRID GRADES FOUNDATION PLAN ABUTMENT DETAILS BENT DETAILS DECK UNIT DETA7IILLSSGEUp�R�p�p RIDGE APPROACH WIARD 1 11 B 0 TYPES (DETAILS) BARRIER RAILING - TYPE 9 -11 BARRIER RAILING DETAILS CONCRETE PILES DETAILS LOG OF TEST BORINGS 12' -0" i I^ F 1411.1N01 1 SP 125 Alternate A San Norton Creek Bridge Fllt NUMSEe MINE AND Ofses"11410 Design • 1 4,42 San Mareon Creek BrUlge AND El (Bridge r- le)'_ Callao Neal. (22 sheets) I t •Aperture Cards .... i. "'w ....... I 11519- 134101 ALTERNATIC EL WINO SEAL A.S. I1 00-1 SAN NARCOS CREEK MIDGE AIr -94 "IFFT OF SHEET I OF 12 S.P. r. 125 } <s Ig00- NOTE: FOR BRIfIGE DRAINAGE SEE ROAD PLANS 8trvetunl DetaSls M.,kpl F.y _ I I 1 r. 12' -0" i I^ F 1411.1N01 1 SP 125 Alternate A San Norton Creek Bridge Fllt NUMSEe MINE AND Ofses"11410 Design • 1 4,42 San Mareon Creek BrUlge AND El (Bridge r- le)'_ Callao Neal. (22 sheets) I t •Aperture Cards .... i. "'w ....... I 11519- 134101 ALTERNATIC EL WINO SEAL A.S. I1 00-1 SAN NARCOS CREEK MIDGE AIr -94 "IFFT OF SHEET I OF 12 S.P. r. 125 } <s Ig00- hl A ' � P J , i £! 3 p N y ` 3 1 '2 Pq N&C4 1 y 1372 16#0010FILNEO AT .I.p1 ��, 1.,.1.,.1.I�=1 ... 1.,. 20.1 REOYCTI O►' ■Anna L1L7.LLIAIII BARRIER RAILING TYPE 9 -11 �\ PRESTRESSED SLAB UNITS 2 % 2 12 , , , . , , . „ , , , I, ,,, ,p q. q, ,,, q, .I, qnq, q, q,•q, q. •I. 1 .plq.lgq'1' '1'1'1' }r,. ,I rprnlgr q.l.plq,I q.lq,l. plq, q.Iq.Iq.T.�, nl,q,iq.l�p .,,Tnq'plq. "' "'' "ali r "' "' "' "i!i 1 ' (' "�1i � rl!I!/ry!Pj9•r'AJ: r I (J� I 1 Ja 1 1 tla' .1 1 LA .1 31Is 3/T 3Is al, J• .1 JD Ja �aE1 J• ,�11 IIlllil�lli111E1r7rrllllllE� ► ►IIlll L17111.11111 li ► ►llllf7 ► :111111 FI 11l II 111 � 111111111'lllllllll lilllll�ll111111�illlllll � tlllllllllllllllll 11111111 r1IIIIiI11 FIl U 41._0• 1' -6" Yltl. 1 96' -0• 6'-0" 1 d7'- 0" -2 % a s I 1 . - BARRIER RAILING J(TYPE 9 -11 SEE RAILING DETAIL / l i THIS SHEET ` 2 12 J Js 1 "'1"'11 '1 "' . 1 1 ' 'JT''" 1„'1'�'�' 11, I YU 1 ' I' I ^ Ji 1 "I' 1' !1 I yeES '�".I Illll Illlllliflllllllli 1► I1111�11 ►Illll�lll►lllt'Rtll1_. OIO1. I..N. LmFKF,.1 `s I eYl.L I I i wRIS COUNTY OF SAN 01900, CALIFORNIA SAN MARCOS CREEK BRIDGE en El Canine Rol 001Ne NNATlO-04 F 141 . ,0001 S.► TYPICAL SECTION S CAI$ (HARES SOM 2 eY 1 tkEOw soft Nw. -10' -0' Van. WALO, 3 -20 84 F" CAM. Cwloi Nr OV. _ O .z-.z.r2 p a y =yz -L fl App a N/: �m SFi2y /70 Nr �>- aca. nNw COORDINATE INOIX �.. Cane. CanlFt N RNiN Nor IIRVIOIONO Na DeeviclMn I M I AoaaaO i ONLt TYPICAL SECTION Scale 1 " =5 " - . NOTE: 3 CUTBOARD PILES EACH ENO BATTERED 2:12 REMAINING PILES VERTICAL. EDGE OF DECK N 1 ("' " • 14 q '! \� Oq q�d ��1d q • . �'//y %�'� a en� PLATOT. 2 .. • _ I I I i ' i � i i I O R STEEL HANGER PLATES FUTURE UTILITY CONNECTION. RAILING DETAIL SEE DETAIL 0 A•. LOCATIONS SHOWN Scale: 1 = 1' -0• ON "GENERAL PLAN" SHEET LOCATION FOR N ' 2 -05 mo o' �h L 0 REBAR 4• E EL CAMINO REAL I / i N 8N 47' 11" W 158 +50 159 +00 c + 160 +0 160+50 6 "x6 "x3/8 PLATE E ABUT. 1 IL 'EHT 2 r BENT 3 Q emm I BENT 4 BENT 5 / (GAILY. AFTER FABRICATION) P DETAIL •AN No Scale GENERAL NOTES o DESIGN A.A.S.H.O. (1965) -' LIVE LOADING H S 20 -44 AND ALT'- RNATIVE r _ '^ REINFORCED CONCRETE i 20,000 P.S.I. N =10 f = 1,200 P.S.I. PILE LOADING 45 TONS �(- EDGE OF DECK GRID GRADES Scale: 1•= 10' -0" F 1411.19101 SP 125 Alt_raate A San Marcos Creek Bridge MR NYNEC - RARE ANC C(CQDTIA Design 0 4.A2 Son Harooa creek Bridge m II i (Bridge rile) Cuteo Real. (22 sheets) I CAST-IN -PLACE SLAB NOTE: ELEVATIONS ARE FIGURED FROM Q PRIDOE sen. t,.. L n oG 1N AT 10' INTERVALS. THESE ELEVATIONS ARE AT TOP OF DECf! 11010 - 134801 �� TE EL CAMINO REAL R.S 1SN -1 SAN OARCOS CHEEK NIDOE 1113144 WT OF SNFFT '+ OF 17 S.P. NO. 1 ?8 I a 11010 - 134801 �� TE EL CAMINO REAL R.S 1SN -1 SAN OARCOS CHEEK NIDOE 1113144 WT OF SNFFT '+ OF 17 S.P. NO. 1 ?8 rp ❑r qr qr qr qr q, 'P 'Ir rP rN 'Ir nl '1'19'Inrlg qr ,,ri , ;•19 � r I q , llplq , l•1' grlgrin rl,l, 'PI'1'I'PI n' I 9 � •I•YIIt•Inl 9rlgrl q,lq• Inliplrn l,p ,plq rlrp lrl• •P I•I•I'1'I'I� „'1'1'1'1,1 "J7,1'rl 1.11 1 I'I I' 1 r J„ 1 r 1.1 In�O 1 1.1,11 I>fl 14F.,.,�., t ri• •ir r m rP rtgT 'tgrPrpl f i s p � E : Zs :l REOU rp rplrnrtggr ngngrtqrP 'lgnq'1q't''1'1'trl'pl 641CROFI LMED AT r)'Prp 'plgrinrlm rl•p1q'1•Igr q. q•1r• pp InpPlgrrp grpvlgq•1' nq•t•1•tgn•'1•ptq•tTp n�!1'(•1 E tr 1 rl 1 I I I I 1 1 ( I I I I 73 1 77 �R 1✓1 W Jt 2 Jl Ji Jf Ji i 1rt'� ( trf >ra �I >iT s „ ntllllllll a�: .I z�s al al ,1 su �F al .1 a�+ � � ,1 >II ^ IIIIII A L71[,,,IE,L,�I,ER�EEEI�EU ulil11 LC11- L1.tlut l►lllt CTIO '�I11111111 Illlll "III IIIII1 r11lulu -L- -- lull:►l rll ElE llllmlE lllEllllll'llllEl nEllTl nl uEl,EI EEIEE ►�IEUiln�nlElll►I [lilt E�1 iEUlElE�lil EiI EEITII EEII u►�ulil ►�►.CIi►LULL►L LElttl11111.LI1Ll�11lFlu 1 Or ,a }. f ' -3 -a �I all' -a a� - 7 ; 'ji 'j � G • 01 � � U oc�u Y • a U A ll f _ e O ` c 6.05 mI T"�I�- m EDGE Of DECK LINE rr� APPRO e FUEL I LINE 2. , 3 I,; I 3ti �I IQ.t�j - - _EX I ST ING BR DGE�� c P 2 '972 I 5.8 A / a Q i 6.89 e � 11 158 + 94.00 1 15 • }9 1.33 'O 159 +68. O 158 +50 ¢• �` � 159+50 e a 160 � 14�a '1 rq : s- 4i @ b1 b -r AT,� I - J ♦ L a N vim/ ({A`� I 1. A. q- -- / o I ,�e o 1.3 ` � I,I�% a i m W a m m� L r u' 5.99 2 e lr/ 160 *0 .00 y I N . O 0 0 ' \\ N 1 0 MIS EDGE OF DECK LINE "I� INS E- r F FOUNDATION PLAN APPROX.LOCATION 8 WATER LINE I Scale 1 -0" I F 1411.10001 SP 125 Allereete A Si. Nor." Creek Bridge CM IIYRU Nn, ANN DESCRIPTION Deeign • 4.42 San Marcos Creek Bridge m SL (Bridge nle)' Casino Real. (12 sEeeta) � 11 r ■ 4 n s. 1 sNNF. Lfe.nll[ L/ 1 /!/ COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS CREEK BRIDGE CRT El Coadm Real Bridge NAA130 -04 F 1411 1 0001 SP. 125 ffMAT10N FLAN ANNat 3 of-- Sins Nw. DA'st W.O.X }-2004 Fx* RDCWn mWW Nr. tlw �cv� -. APWVM EASE. Dow mum"" Ii a tc COORDINATE INOOE Casb. Canal. Dee— -- AN Suit Raw. SIMMNi Nn DesnPtb" I Br AppaN I Db m v � 2 11 160 +50 A 6.83 o E EL CAMINO REAL R.S. 1800 -1 e N 8 47' 11" W 160 +43.17 � / i —F- INDICATES BATTERED PILE t INDICATES VERTICAL PILE i ®INDICATES BOTTOM OF FOOTING ELEVATION oj AT LOCATION INDICATED AND VARIES CC iV /ndieAle, rai /e fib elt t': Mrvetanl De a'le 11019. 131011 ALl'ERNAT$ EL CANINO REAL R.S. 1800-1 SAN NANCOS CREEK BRIDGE A132 -14 WET OF SHEET 3 OF 12 S. P. NO. 125 I I.I. 1 MIOROFILMED AT 2411 REDUCTI M 11711111)1 r r r r r r r , r r r r'1' rp ", q, q, ,p T'1 P r 1 P'1'irpl",I"r q,lgrlq rl.ir , plrp)rP '1'I'P('PI'P '1'I'Plrl'1'I' 'I'I'irly,l qr r rlelgr)gr "r1q.q.Irpu Pl gr)' grlrplrp(yr "'' I' I' I' I" "'' "'( "''I'' "') "'' " �R ' "''' "' " �� I"'("''" �N'•"'" rl" Y�' I "'' "'i'�a'i "'! "'' " "/"aI'I'i ",(„�7 (• "I "') � ' !r� I "'(•''I "d {' l i' 21a ++ 11111►�llllllll�lll )::�11111111l711111W 11U : Ir11!11IIIIT�IIli ImA m11',1 fill Ill 111�T7111t111 'Iltlllll�lllllllll' 111111111I 111111111�11111t1r 1Illillil�lilllllihllllllll l3 l ■ Itllttt�tt tl�ltl�.tltt)I11Ri t I % 96' -0' P 1 1 21 2i Oi 2 t al 3!3i0iblp r T � e I t, D• \v/ I V-9 54' -0" (ABUT.1) 42' -0" (ABUT.6) F— A L 42' -0" (ABUT.1) 54' -0" (ABUT.6) CL EL CAMINO REAL 1' ^0" I � o , , ` 10 a 9' -3" 92' -6" I I I' -9 PLAN - ABUT. 1 8 6 tale: /8 = .l N4 U E 18 2 -N4 - L` F!h.:rT81gq ^rp t °'572 Q ABUT., 37' -2* I CAST-IN -PLACE SLAB r 2 -44 r -O _ma `PRESTRESSED S.AE c_ m m N5' ri 24" .I 3 -N6 ^' �04 E 18" , v o � DNS n E 24" // 4 "0 WEEPHOLES a 12' -0" CTRS. MAX. I / 6"! ABOVE OUTSIDE GROUND SURFACE 1 CU. FT. PERVIOUS / SLOPE 1/2" PER FT. MATERIAL TIEDIN BURLAP SACK EAC o- — — - DRAIN • -- _ _ � A — '► .. r_Da T ,MIN. '� 1 o ` z ? G � E J � / RONSLOPL CONT. KEYJ - 1 ' r PROTECTIO" I I ' -05 U e 24• o I I 3 -06 l F 3" �N6 ,n EA. PILE I 6- 06 DOWELS OR USE IJ VERT ICAL PILE REINFORCEMENT SECTION A - A _ Scale: 1" l' -0• 112" ROUND CL ABUT. (TYPICAL) -1 3" � N 04 0., 2,_6„ T N ' _ A y_ 1" CHAMFE I (TYPICAL) e INSIDE FACE WINGWALL ELEVATION Scale: 112 " =1' -0" j SP 125 Alternate A fan Hareems Ceel, fridge FILE NN"n, "me A" "Face Dlr" Design 4.42 San Marcos Creak fridge m II (fridge rile) Ceedm R.sl. (12 obes") i I ,_ D " 1 Ns11. 13C LuLmI M ra I = 0 1 x I "I � � (�� fr t t♦JA. MNtl COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS CREEK BRIDGE e0 EI Camino Moral MNgeq 4•A3R -R4 F 141 10101 S.P.125 ABUTMENT RETAILS Sheol 4 ef?� flan fmle: New. AS SHOWN Vert M.O.* 372084 F.B.* RecenNrMn4e0 A. preAe4lq: Is� Dme rdE11r Ou 'IeAe COORDINATE INDIEK j K Constr. Corrgl. Deft _ A. ZIt REYIfI0N4 I Nn I D"CrioOon I He 1 AOpwed I Dole 04 °� FL ABUT. N4 TOT.5( CORNER DETAIL Scale: 1/2"= 1' - RAILING NOT SHOWN - 1 -#9 TOT. 2 e 12" 04 N w � N6 419" - Q N4 U 6 18" Y4 TOT. 2 SF.C.T I ONL R j Scale: 3/8" 1 /2 S ELASTOMERIC i BEARING PAD NO 6 - 7Z c upx "a ABUTMENT BEARING Scale: 1 1/2" =1' 0" 11019- 134001 • . F 1411.10001 EL CAMINO REAL A.S. 1100.1 SAN MAACOS CREEK MIM A131 -54 SHEET OF SHUT 4 Cr 1; , S, P. N0. 125 54' -0" (ABUT.1) IL ABUT. 42' -0" (ABUT.1) II�N--- ---- -- I 42' -0" (ABUT.6) 54' -0• (ABUT.6) I ' _ I I I I Q Q 1 I 6' -0" 7e 12';0 "= 84' -0" S' -0• 1 4 "0 DRAIN J T6 "! OT6„L I r I 1 o , i ELEVATION - ABUT. 1 8 6 Scale 3/8 1' -0• Q ABUT. 14' -6• 7 -r Fee- 8 04 618• CAST SLAB 2-4 I `OUTSIDE FACE - I I rj I I PRESTRESSED SLAB RAILING NOT SHOWN N4 U E 18 2 -N4 - L` F!h.:rT81gq ^rp t °'572 Q ABUT., 37' -2* I CAST-IN -PLACE SLAB r 2 -44 r -O _ma `PRESTRESSED S.AE c_ m m N5' ri 24" .I 3 -N6 ^' �04 E 18" , v o � DNS n E 24" // 4 "0 WEEPHOLES a 12' -0" CTRS. MAX. I / 6"! ABOVE OUTSIDE GROUND SURFACE 1 CU. FT. PERVIOUS / SLOPE 1/2" PER FT. MATERIAL TIEDIN BURLAP SACK EAC o- — — - DRAIN • -- _ _ � A — '► .. r_Da T ,MIN. '� 1 o ` z ? G � E J � / RONSLOPL CONT. KEYJ - 1 ' r PROTECTIO" I I ' -05 U e 24• o I I 3 -06 l F 3" �N6 ,n EA. PILE I 6- 06 DOWELS OR USE IJ VERT ICAL PILE REINFORCEMENT SECTION A - A _ Scale: 1" l' -0• 112" ROUND CL ABUT. (TYPICAL) -1 3" � N 04 0., 2,_6„ T N ' _ A y_ 1" CHAMFE I (TYPICAL) e INSIDE FACE WINGWALL ELEVATION Scale: 112 " =1' -0" j SP 125 Alternate A fan Hareems Ceel, fridge FILE NN"n, "me A" "Face Dlr" Design 4.42 San Marcos Creak fridge m II (fridge rile) Ceedm R.sl. (12 obes") i I ,_ D " 1 Ns11. 13C LuLmI M ra I = 0 1 x I "I � � (�� fr t t♦JA. MNtl COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS CREEK BRIDGE e0 EI Camino Moral MNgeq 4•A3R -R4 F 141 10101 S.P.125 ABUTMENT RETAILS Sheol 4 ef?� flan fmle: New. AS SHOWN Vert M.O.* 372084 F.B.* RecenNrMn4e0 A. preAe4lq: Is� Dme rdE11r Ou 'IeAe COORDINATE INDIEK j K Constr. Corrgl. Deft _ A. ZIt REYIfI0N4 I Nn I D"CrioOon I He 1 AOpwed I Dole 04 °� FL ABUT. N4 TOT.5( CORNER DETAIL Scale: 1/2"= 1' - RAILING NOT SHOWN - 1 -#9 TOT. 2 e 12" 04 N w � N6 419" - Q N4 U 6 18" Y4 TOT. 2 SF.C.T I ONL R j Scale: 3/8" 1 /2 S ELASTOMERIC i BEARING PAD NO 6 - 7Z c upx "a ABUTMENT BEARING Scale: 1 1/2" =1' 0" 11019- 134001 • . F 1411.10001 EL CAMINO REAL A.S. 1100.1 SAN MAACOS CREEK MIM A131 -54 SHEET OF SHUT 4 Cr 1; , S, P. N0. 125 I 1. 11'' J J , • > , , > , . • > q> p ql rp IP •i' 'P 'Ir ql qr ql g q•I,1.1 q.lgllgrlql q, ,Plgl q, q,lpq q,lgr g11g1191Iq1 q11 q11 q Ir•l �l,lq,l,lr grllpl gllq, 11'Igrlgnlp q1l q•191Igngllq.lqlllp q,lq,lq�lq' .ri'nl'r'I�r�7'i 1 19 I r' r•1'1 1 1.1 P 1 r r r ( ^��.I , I ,.1,r�' - 1•Rtrl "J =- k►CROF I LINED AT Iq`Pr�= 11 11 1117 lq,lgltgr q 1.1'P ngSq'1q'P(`EJ` 1 1 I 1 1177 I'I'I 1 I I�i 1 I I E pr t_PI!rT1'P • B P I I � I I I j I I 1 73 7• �f �( �T �N >)f1 Jf Jt �2 Jl V/ Jf YA Y 24:1 REDUCTtOY ■ Me 1Ii D 7 ,�II ,1 ..Et + �� S .a11 .1 .. _ Tllllll lilt 1911111111 III III1�IlI11111 TT 111111111111111 L�lALilW 11111►11AIIIIII11 A ►1i►It ll�llllllll Illlllll TTI►litt 111 It IllItIA1111111 IA 1111111111 I I i 11111 111111 III' 1111111 ►I!LEtlttul�ul►lu► --►uiluE1 �ulw.E�luill u.aliL � EL CANINO REAL - W -13" - 42' -0n I DECK 6" PILE CAP I A F -- - -r -- -- `— ----- - - - -�� —� A 0, — — — — — — — — — — — — — — — — — — — — — — — — — — — T- 3 1 - 120 7' - 6" = 90'- 0" 3 1 - 3 , 3 ,8 ; ,�•', PART PLAY - Scale: 112" 1' -0" �7iv1Z� v u B CAST SLOB I" 1 1 1/2" CLR. PRESTRESSED SLAB 11� .JC1/ I � 5-06_ a 112 cl, R T � t I 3n JI1f� I 4 N6 4 " I I4e6" a 1U I /2" 4F6" I I4 2 -06 e6" 1 1 NOTE: 3 OUTBOARD PILES EACH END BATTERED 2:12.REYAINING BENT UP 7' - I I I 7' -6" PILES VERTICAL. SEE TYPICAL Ltt) 12 SECTION SHEET 02 ALL STIRRUPS 44 J B 2 PART SECTION A -A Scale: 1/2" 1' -0" DISCONTINUE TRANS'ITSE flEIN - 7 AT JOINT 1 CAST SLAB F.S. SL48 erN. EFIw+ wcFrw� N0� lO 1T j w I v Am5h - COUNTY OF SAN 01960, CALIFORNIA SAN MARCOS CREEK BRIDGE eR El CeRlwe Reel l ikidgeWA136 -94 F 111' '^701 S.P 125 GENT DETAILS Sa•It 5 y 12 g Se" N SHOWN V ` AILEF 3 -2084 FA. —_.— Reearlastlle er OIII Agpwe4 er e w. 6 70 prey ect r Ierl COORDINAtE 1NOE7E . Cana. COMI. OW w hile FEW ! I I`111 Nn I DescFlalen REV1sIpN5 I I APWWIW 11011 1 DEPTH 2" 3/4" 6AP(TYP.) JOINT DETAIL Scale: IF = 1' -0• / Io� ry ) a ',dam SP 125 Altercate A Son Merc., Crook Bridge FILE "MEN r \11 ra1 IECCIIPTIIII Design ' 4.42 Son Memos Croak 15,14186 on El (Bridge Pile). Cenlno Rel. (12 Wee ") PRE- MDLOED JOINT FILLER CL BENT �I n� SEE TOP SLAB REINS. ( "DECK UNIT DETAILS" SHEET 6 Of 12 '��: .�•'; e '� • CAST -IN -PLACE TOP SLAB • PRESTRESSED RC "TOM SLAB 4• i :� 4" k .... ....... t w w ` T 1 /2 "N B" ELASTOMERIC BEARING PAD — 6 -06 TOP " PILE BARS a a� 05 L e 10" a \ r 015 r e 12• ALTERNATE BENDS - — 5 -06 BOTTOM � / 1• CHAMFER (TYP.) , � CUNTRA V N 2' -0• I i I SECTION B -B Scale: 1 1/2" 1' -0" 11 719- 131PO1 ;#LTgRNATE "Al F 1411.10001 EL CM14O REAL R.S. 1800.1 SAN KARCOS CREEK BRIDGE AI30-04 SHEET OF SWEET c OF 17 S.P. N0. 125 - �' •dperture Cards .... _. e>n vs, -onn - �' I1t'iTl'1 mooto ELYEO AT T � 1'" is J ' 1• J iR. ' + F7 i6• iT '' 1- 24'1 REDUCTION � Ijl►► 711 ►1 �(1 RRR► E I R R a A I R►► 1►IER,ISIERI Si LLLL i 12 2: ?; -; 3 ; 3 $S`h'i E ' A t a Y 0 o i I 'FP 12 T71 117 F4 LJ P1R• O.C. C J3" BARS . " L ' 1 21-112"o STRANDS r 1 N PRESTRESSED BOTTCM SLA Ili it" [IItA111 Llliiul [� SON '1'1'1'1 Illrlrla'I�i'1'Irl ++ grirl�� Irnlq' i IIP( 111111 .E�E.iulltEEIEU.E1EUrtE ►11 :ii'I►iuLu@lu AIIII hI1AI► I ulE►►fT1I III 111 ►utiiitlu►►1iul'liii #8X 14' -0 "r&6 "AND i BENT 12" SPAC. ALTERNATE I LEI'GTH SUFFICIEDIT TO 85 ! 18" D.C. S•_0• N ENCASE STRANDS SYM ABOUT CL a4 !16" D.C. 9, -0' �- CAST -IN-PLACE TOP SLAB 7 II` .-- ��. - -- ' ,} BAR 1 I II END BAR DETAIL No Scale I 'v REMAINDER 818" 6 SP. 09" 1 R3 BARS SEE PLAN I 6'_Oe I- 5, -0' r Scala: 3/8" COUNTY OF SAN OIE60, CALIFORNIA SAN MARCOS CREEK BRIDGE on El CalliNd R,OI OrIDOPN114136 -94 F 1411.10001 31.125 DICK OMIT DETAILS and 6 of 1 sms, Mt•le Nr, Ai SNONN �w.o.,R 3 -2084 F.&* MocanloWedkr -fe - - D I •_. (,r-- IF ­ Alpwd 6X' I martr att 11Na 1 � COORDINATE INDEX Con e. Canal. Oaks N Bulk Nor NEYIREVISIONS No. I ommoom I h I Aororad I D,r g /0' e SHEAR TRANSFER BAR DETAIL I 1 No Scale 0 1/2" }7 O" 121-6. 12' -0" 12' -6• CAST -IN -PLACE SLAB .�:. ,'. 6 3" -, •. �_ -- - --- ---- -- -- _STN ABOUT LEAVE SURFACE ROUGH C 15 118 O.C. / r - 04 !16" O.C. l 1/2 N 1 Y � ,. s l SEE KEY DETAIL - -© L �J 4• \ k21- IM'0270 STRANDS !3 END BARS SEE .1 5 C.C. - L \ v C. S _g t 707. 3 EACH END S PRESTRESSED LAB Bi 1�A YI►.aYiJ6R6J11Lii SECTION (:1 _ .. � `•-. :' F . e. : ;,, Scale: 3/8 = 1' -0• ' ` i - / C" e - KT MIDDLETV.I RD AT SUPPORT E JOINT JOINT ICL 6 ' -0 " { KEY DET fi•1 1' 6• 1 ' - 6 • I - Scale: 3. 1' -0• � 85 818 9.C. �- 1 I _ J 12• MIN. OMIT KEY FOX EXPOSED FACE OF EXTERIOR SLABS - '^ / ` RGUGH SURFACE FILL KEY WITH GROUT - �_� - O L (rl A3 BARS( -- SEE KEY DETAI I ) N S FILL JOINT WITH BITUMASTIC TO RETAIN GROUT (- � KN 3-�J-� - I,L - \ O�1 TES: `— 21 -1/2.0 270k STRANDS PY = 485k, BREAK BOND 7 STRANDS rdR I1-O" c 1. CONCRETE /' f' c cl DENSITY EACH END (80 SLABS ),SEE DETAIL SLAB 5000 4000' 115 P.C.F. � 1 SECTICN AT MIDDLE THIRD r1 [ PRESTRESSED CAST -IN -PLACE 32 150 P.C.F. Scale: 1 1/2" = 1' -0• �°J O 2. REBAR A.S.T.M. A -15 INTEI'MEDIATE GRADE Sixty -al Cetefl, / 3:' LODDING HS 20 -44 - LOAD } i ,,, ,.. ,. /•f y: ._.�.. // �0 X • • x • • x • 4 x 4 ! x ME Do'x ' x ! � 1 r'.a�nctd IL END ANCHORAGE DETAIL I _ 11819 -171"1 F 1411.18001 EL 91111118 REAL R.S. IBM -1 SAN MARCOS CREEK KIM SIX -14 12 S. P. N0. 129 - SNEET OF SRCET B OF SP 745 ASbrn•t. A San Here" Creek Bridge FILE BUIR 4R ,r Sncurn,a D esign • 4.42 so, N,reoa Crook Bridge on n (Bridge idga n S.) c..i,o awe (12 e6eeta) S i I � j I i MICROFILMED AT .p,. �,.„� S O 7 �2 116 � t♦► � 1✓7 O r 1 I I I I I I I ��I I I I _I 1 I I O I I I 1 I I I I I 1 _1 3 1 3 � ► I I I I I' S 7 I I I I I 70 1 III 1 3 1 1 I I I I I 11 0 I I I IJ I I I I I I 1 2 I I I I I � I I I 1 J III J I I � � , y wD cp 22 ��1I yy 2 7 .( 7 7 .1 p �1 IIIIll1.I II1111111'711111111 f'IIII11111 IIIII! t4�1 REDUCTION 2 191111111111TT1111111�111IIIIIr111111111 ri 1111111III llll.l 111 � Illlllltl ' 711!IIIII � IIIIIIII � II I I II 111- 111111 IIII�IIIIIII IIIII�II !IIIIIrII!I!Ilufllllllll!�! IIII! I! �IIIIIIIIfIIIIIII! I� !II!IIII�I!!!I!I!7111!II!!!I�!I ILI� 1 I - AdlusJ hinge pant - W 11000 plans for lranSlhon -2'min i • R= 226" ) EC ( Widen berm (5 'min J ! TYPE ! FLARE -I_- - L - L T W 4 R I 17 - 0" 'fi 48 6 ' � "- -- - -- " ati Fionl fare of bridge roil /ix 4B =6 48.37 3' 226' x T =48. 39 Hinge pant Ane - 58' 6' 58.26 5' /70' 68 =6" 68.21 6' /70' Begin flare end of �Pofemenl edge 78' 6" 78.16 7' / 70' � wingwol/ or as shown TYPE / FLARE 88'6" 88.// B' / 70' on General Plan. - Full shoulder width on bridge Ao)ust hinge point CBC See road plans for transition., *117 EC Shoulder edge) -- - -r ? mm. /=6" - - -- _ / ' — C -- - - /41-0 3 - - - - Front face of bridge roil line - ) Pavement edge 17=0" ro ach rolt L =length o / off Front Foce of oPP - - -- ,Direction of Ira ffic tr T = tangent length _I _TYPE / FLARE_ Reduced shoulder width on bridge (right or AL-ft) Beg /n flare of end of wingwoll or as shown on G enera/ Plan_ 4 T= tangent length L ° /en Direction of traffic 38'6' for � co/ e `er Q ' f fob Front face of _ — 4L 48 6 , o f Front bridge roil line - Povement edge hre o�� ------ - - - - -- /:6' B.C. • R= /26' roil TYPE 2 FLARE L +T W EC I; c 48.6' 47.44' 8= /0" 58'6" 56.58' 13 68 =6" 65.85' 16 9' — 3 78t6' 75-12' 20' 6" c 88 84.38' 243' F A4 "6' 93.65' 28'0' N Pavement edge � TYPE 2 FLARE Di'ectia" of irafic Approach roil in median Direction of t."affic Pavement edge Front ftte of bridge roil line s � Begin flare at end of See Detail X - - wingwol/ or as shown on EC ' Genera/ Plan. S. C. f i . Povemen� 6• ( p.1 i edge L °� . I . I l;Nl:cNf011 ­-72 TYPE 3 FLARE A Approach roil in median V 11 /68 Rev Posts toiAF, I �� Notes 8,E,H. — 125 Alterna'e A reoa Creek Bridge rll[ NJYIFI_ NIIE -.0 0 6 c.. ."0. (Brid File) 4,42 San Hscos Creak Bridge on II 6 Castro (12 ahe•ta) I 3 -"4 Q 3 6* I t ` 6/2" 1 I� l\ /%2 "oho /es -- \ Front fore of bridge roil line Direction of traffic Direction of traffic Pavemen/ edge L > Front face a' bridge rail line BC. U r o /�oriob /e offset, when more R than 10'use Type 3 Fiore. r ^ F.C. + For offset we 'Genera/ Pan.' Front face of bridge roil line k Pavement edge Begin flare of end of See Detail X Direction of traffic wmgwall or as shown on Genera/ Plan. TYPE 4 FLARE Approach roil in median L // fd'9eni I — C R i'madifted) Front face of bridge rail line W C T (modified) 1e� 1 ,Ift. q,fun I w. for 1II000OOOa��� r�ur fNiti nr f� pf[Wt Mf. p NfR r. I t4f I q. M!R rI sn C OF SAN 111410. CALIFORNIA SAN MARCOS CREEK BRIDGE ' m El Canino R"I BAdOSNsA138-04 F 1411.11001 SP 125 ORIDOE IVFR0M OIIMO RARAO TYPE O (LAYOUT) srrrLge -IL prrlf staff: Nr.as. ft� vwL w.al1 3 -2084 r.O.fl . Raofalrfrlp ��i�� D.r - - �o _ rI•t COOMMA7E INIM Ca.r. Carol. nr. As Bain ft, ft I DncrWi n Be I bpfwE I on% I + .�Lrrursd - S� /srw.�i B, /970 S 6, -- - -- T SONkup plate .� 3 46 "x / "min. ` light fit SECT /ON S -S TUBE — WELDED SPLICE 3 / =0" FLARE LAYOUT oN Cwvw ROADWAY Note W /s radio/ to front face of bridge roil line Roiling shown for roadway curve to /eft. __�P1oce concrete 2=0 "n1in. into undisturbed material after roil rs positioned. i 6" v 4toJo /B I - /Do "R. Clip corner if - required for clearance. \ PLAN Notes : A. Tubing shall be shod bent or fabricated to fit horizontal curves of less than 950'radius. Q B. Posh shall be vertical and spored of /0=0" cc. flux. 5�0" c.c. min. C. Top of roil elevations to be determined by the Engineer unless shown on the pons. D. Torque ro// M post nuts to 175 ft lbs. 0 E. No more than one bolted tube splice per post is permitted. F. All exposed edges shall be ground smooth. G. Ga/lranize rail assembly after fabrication. O H For details not shown see Barrier Raifing and Metal Roiling Details sheets. J. Front tore of bridge roil line is parallel or concentric to pavement edge. K. Dimensions marked * are valid for tongent roadway alignment on /y. Modify for curved raodwoy. L. R for Type 3 B 4 Flare must be ca lculated for each offset. 2 / �x / -3 H.S Bolts or thra*oded ro d stn:.nnl Latw le J with 2hmc nuts B vosherr(agoa /v) 0 6 " 6x2�1I4'o •Checinl Ep Cw'' " 6x2' 11 74 "o Structural tube. !' t ube DETA /L X No scale wo Wn13- 134801 ALTERNATE O A* 1 .� Mee f tat aae.....l..f......«.,e,:I dome loll-36 'i F 1411. 10001 EL CAMINO REAL R.S.I800 -1 SAN MARCCS CREEK BRIDGE A 13B -B4 SHEET OF - SHEET 7 OF 12 S.P NO. 125 i u Structural tube gory elevation to fit roiling. `t NO „ — n 3 "x3 x %4" c 3 �1 ?z m W 1 II!i' , fI,.!4' [washers (typ.1 AaHifrora/ hex nut reported wdh /hres,Rdrod � i , - S ,tCT /ON T- T .p rp rp .I, y. qr r „r rlr ,p yr q, rlr qr ,p ,,Iqr q,..p q � r Irmn'plgy' rnp „' „I i , y r plrlgq, r rl rrrp al qr grlyrpl,pp grlrplrnlp 'r''rl "'1' „, "I "'I 'I" l „ , 1 'I 11('1' �,I,I,1,1,11,1,i,l,„I, {,I,1' „Iq,ly,1'�' .I. "I'r•)v ,. MICROFILMED AT rpnll' n,I,pp;rlrli' I r l r ; ,p „Irlr rr r r rl, I ,�, I „ I r,r ,,, rn;rrlgrl' {JJr"I "'I'I'I I I ��ff I I I I I I I 7 3 7 JO J J J A J J Ar J 1 • 1S �A tl7 aJt 2 REDUCTION r �2 7S 1I ?IS �A �7 2t ZI1O 31 72 ]✓3 3�♦ 75 7 t ♦ 1 2 3 S A 7 lillll fl IIIIIIIII'Illllllllf'II 1111111 �IIIIIII _. r IIIIIII�IIIIIIII1 TTTTTTIIIIIIIl 1111111It "IIIIIIIII IIIIIIIIfl 11I1111I IIIILI:I�I I I i II I IIf11tIIlIII�ItIIIIIIi •11111111111 IIIIIII� x1111111 A bill I I ICI I II IIIIII'I IIIIIIII IIIIIIII� I II I It 11 11 it;IitI tI111111�1I1111II1�Il1IIlIII4I11 i - -- . I rri.ilr al. nfcA ru tIQ1l Nn. I awn Iwcrlw wY..► is 1 1fn M r f I er a_�iswaull �f /I/ COUNTY OF SAN DIEGO. CALIFORNIA j 4 M Po/• limit Bridge Approach Poylimit Type 9 6r2x/p'o /, / "rho /e /" SAN MARCOS CREEK BRIDGE J B� r Guard Roiling Type B. Meta/ Ror/ing structu ft el lobes t • on El Cmino °I See -_ �- `- 1 l :J - f` T 9 tridgeWA130 -84 F 1411.10001 SP 125 'End Anchoroge ' 2 - /"Or 4"H3. bolts 4f _ ///e BRIDGE APPROACH GUANO MAILING TYPE t ( DETAILS) Detods " /� I I ♦ i �I �� �� with hex nut B 2 washers / _ - - (Wrench tight/ 6` alw.e tw �isww. fwc w. snow Mw( 1 Z_3 •+ wO.w 3-20.4 i1a 1 I I I I L 5x2�r ELEVATION A /ferrate fop B bosom ra /- - Alternate top B bottom s:e3l aa9 ��• ao 4-A, _ ?" 6' 6NFZ5r5�9`- � rail. r _ 1 AprwM 111 Plan- . 1V 0v L.. °'air. :K'7' Motch I I 7 of bidge crib concrete after rai/ is End of wingwo// or as shown on era/ ' Place 1 - 1 r, . ' I , I ; I 3 0a fabricated &aligned 6” PLAN Approach roil curb is required ! r i -- ( CONNECT TO BARRIER RA /LING TYPE 91 with bridge roiling Types /O, //, 12. �6" 2 1�2 16x /'2' j �) or 13 if the approach roadway �- ( 4i , - r B has no curb or sidewalk. e 1 t t. — 1fB) . /= 6"mtn dio�; /W holes- . ',u _— / " /= 3"HS.bolts or ♦ ` ♦ ll SECT / A -A ' ' threaded rods each with Match eevaon -�� � - 2 heavy hex nuts and Mh l ti I `J washer . (0# 9010 J PI.: ,.WNFMi.l I � , 0 3430 4' & WOShff ti ELEVAT /ON �- - (Addibna /hex nut required DETAIL E with threaded rod J End of wingwo /l M I End of wingwo// or as slaws cn Genera/ Pbn_ I - L 6 x 2!4" X Y4 "x /= / "long g- ; - f `Nero/ it 1 3- "{, / with /W f holes, e /i mi l yple I / 0" ' n9 z -0' 3=0" I � 21 • � 1�1 Tube I _/ , �6 0 ^ tot. 2 I 4'4`x /Vs” s/olled • x / ” d 1 1 Y�� ho /es in tube ir bdt �6 2 14 � O "(except os noted) "`777 y ` Cop end of tube. ! / , 3 , Approach rail curb t slructuro/ Dube to be used when Mere a no opproach vdewo /k or - - - - - - - - - PLAN -± " \' Oetoi/ E - -� *4.L= tot 3 approach curb. - -- 2- /" /= 0 " H.S. bolts • x �! ._� 1;3 5 3 =0" CONNECT TO BARB DER RA /L :VG TYPE /Ol p a Ih nut an d rods with ' "' n� -_� Front fore of sidewo /k or approach curb. . hex nut and washer. • 4 � Mt 3 - � � I 20' transition to meet br /d sidewd*. - SECT /ON N -N -- DE TAIL B . Place concrete Pay limit 4 A /ty limit Brn Iy, � h I Pay limit T // or 9 after roil is L = /0=0 "nnx. err pane/ (Gyp. J Gu /O O wd Roiling Type B (Jyµl AAda/ Rbi /mg Top roil used wiA EL EVA 4 =7' B C "mar. pane: hyp.l (' R-- 5' I Barrier R0111119 Type /l T /ON an 9=6'- f B B 01* See � B B ! TT 'End Anchoroge _ I I I ! Z+ _ i structural lobe Details -R =S' LL 2'0' 1 6x 21 Wo structural tube / Abtch elevation , E ' J , -6►t� 25 2 EL b n LJ J� g 3 _ 3=0 ' f a•r �, Approach roil curb to be used ?^ when there is no approach I t , sidewalk or^opprooch curb.-- - r J a -� n' F�I.c1e.oN p , -72 I � i Top of roil grode to be adjusted to provide smooth rai ling profile. 1 r° X . r 'b O mo.; past ;aacrny 5-'0' ( except as noted) n 8 '-6 , m ax. f") End of wingwa// or as shown on Genero/ Plan - I 4 _ 4 -- 44 SAds. 'I Attach to rart with AN PLAN / hole I — paWrolan bNt weld. .L 5x2•/1x4tx1 &2 END ANCHORAGE DETAILS r „ lo 1 — I L - 6x2x 9txa <tcnl Jetn:le 1 --- —• 111 . structural tube -� I - I O/ 3lf 1+ • FAa ?. - r = v T tt-T- i-- - - - - -- -� i I A Ap /14" hole in Jobe \ 3 1 ----- ------- ----- � - - --1 and angle / /13 ra I 'dil. ,i•,'r Iiii ,r'arI-S Lll lll�Illlllllll 21x1" 1 3" 366 � e 5 11019- 134co1 ALTERNATE I ; • A Sp /ice E _ (SECT /ON B -B Ho /fed ube ) oar. awrl. �00IM•� "Front face of sidewalk or approach curb. PLAN 20'transihon a meet sidewo /k. ( CONNECT TO BARRIER RA /LING TYPE //, 12, or 131 wo CU t SP 325 Altermte A San Marcos Creek Bridge IrLF NLtB{Y __ N INE {ME O[ f m m IY :eoi¢n 4,42 Can :.arena Creek Bridge on 31 (Bridge File)', Cealao Beal. (12 shoo”, �raaN�rY I I J B I I -37 F. 1411.10001 ELCAMINO REAL R.S.1800 -1 SAN MARCOS CREEK S. BRIDGE A138-94 SHEET OF SHEETS OF 12 P. NO. 125 I 13� lY 15 16 17 MICROFILMED AT z4 i REDUCTION rI z 2 1 i3 C 2 2 -. ...,, 1'l- iS iU .. .... I - l'. i• ' �.��,�..,. �.. , ,,�, . ,, . 1 .�, � ''. 2 l I. 31Y 1 Y.1., L1,i � � „�I�I�I „�I �3. 1 ��...l 3t I 111 va 1 , Yt ♦2 ♦3 s{ � .( d J YO ♦S ♦6 47 (j Y4 SO St I I II II IIIIIIII IIIIIIl5lf IIIIII !1111111 IIIIIIIIfIIIIIIIII IIIIIIII n llllllll IIIIIIII VIII III I� 1111111 IF '�11IIIII1911111111 r� IIi IIIIIr'I IIwI III �� 1 !II,IIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIII 1 A IIIIIIIII9IlIIIIII IIi I: I1I11 IIIIIIII IIIIIIII 1111.111 IIIIIIII IIIIIIII IIIIIIIIr'I II IIIIII III P � e Y Z � + v 4V Aol. 4 Rai/ post anchor bolls t LSi ri �i.l.Jx_ i. Pillbox T 9 -- 3 O'min_�- (See /i/ote P/ _ E /ectrotier PLAN �, , / , D „ r t Pomp! 8 COUNTY OF SAN DIEGO, CALIFORNIA e /eccrotier. SAN MARCOS CREEK BRIDGE on El Comma Real 6'” -6” Bridge NI A138-84 F141I. 100 S.P 125 • 4 - 1(79 tot. 3 -- ,qr.•.•n/ C BARRIER RAILING TYPE 9 -11 �'wr/niotiB�770 9 12 s° ;tied n.. i -205 Pull box- Rr:c re ^na (See Note P) '4+510'!01.4 I Aoc,o..o - - ' Ael •/ /=V /)o - 2=4dawls -04 H �1J. Jee'� 1 crcac .se SECT /ON A -A 2 /OO'moximum Length lb payment of metal rolling r/m /O O' r lE/ecrro / -er aactar boos - mum • A ? Ra cap T10' - Y /OO'moxi 50' Omit chamfer 7 -r Shim as rcgwrcd (typ electrolier - T ube 1 rt 4 P9 rot 3 or '3 L, p 447 roc 3 ea side of pint - '51 e9 9 .1 BC. _ 6 l(k /Oi /ASia /;tY i . I 1 , 1 � , t.r I I *5 Rz5,0- 36, P9- •4511 \ •4 ��` LL �n G �'S�1 t ot. 4 .P9. �J 19 loin Some reinf •- f Cos Co -: ".re A. 5.v; +. r end plot. Seal Nl Future end _,t'a' 7 7 /:0' / E /ecrroher 4 sides 8 grind smooth. of pipe roiling- _ -" - anchor bons r � ,• y ♦• e ti • , , - W max. i To of deck ( r e fi n ish ier. p (Edge finish) :-Put /bow -�' (See Note Pl End of win o// _ � Some rein[ as shown in Elevation View. - FUTURE ELECTROL /ER EL EVA T /ON 2 +2+. 134 ❑ structural tube - - /"0' ` IN TERMED /ATE ✓O /NT 2- 4X lot. 4 , ELECTROL /ER DECK OR WALL ✓DINT TYPE 9- 11A RA /LING See Note D '5LLL,L94tg,3eochsidepullbox- See Able C Without approach guard railing as of deck j0 %Df ins � 9 11, 1 ' -' �1 t �1 i' / � c - . o � + __.\ �• / -� ,+ �I�ti «�.- I — I 4' on low side when '4516P 18 1�A '45(1 tot .9 '4'1&18- ° ' 4x i /V0 /8- ° 4 9 F /8y � � supere/evotion exceeds 5% °5 �lol 9 `gaerr joint to 72olch deck pint wtdlh 4 + /'O'P /8' 5 +3` P9 , 2- 4 dowe /s tot 4 /!O' —Type // Post Type // fast- -4-sol; 1 1 - - - - _ If powet /'x /!O'HS ball 'or threaded rod Edge of deck - - 1 hex nut 8 washer (go/k.) i i See Note J. 1 REy. to /6g End wmywo / /(with Bridge End of wingwo// PLAN 60 A �' +OWHS bolt a• AAaoach Guard hailing Type 8) /Y _ O - 1lx- eoded,/M rod with h T Y� Length for payment 2 + /2.02 • SIruCJUd nut 8 washer (gulp.) - M 6 H meJO/ raiing REV q /6B h l6r A vin nI o✓ meta/ roiA B ridge AAor •och Guard Roil Type 8 (wrench tight) 2!?' 3 -` - Detail B (See Bridge Approach 7 - - 1 ; - i "31 I � Guard Railing Type 8 Details. l ,' /'chamfer ?�4cant tot 5 Lhn/t of Type 9-#A aCNai/S ore B nyp.l payment for similar to Type 9-// /O " mkt. I I !colic l bridgrl except as noted. R- 5 r i Note E' } �4'op - 4 • Const joint ! I I I I� ter grade 1 o ni TYPE 9 -I4 RAILING '4 91 P 18'mox.- /� r- 0 56 L -E9JO be inp /oce before L, - Gatter grade With Bridge Approach Guard Railing /• '4 + /'ON N /8 "max. r 4- deck concrete. /f deck slob • \' '4 FO` t 2r6' /R =5' ` a 5 cont. exceeds 9 ;embed dowel 8 min. L NY - 5 x 3-9 P 9 r-4- _ - -_ .4 lt�] Lowey mat of deck reinf Length for poyment ofinem/ roiling + _•q Cox. 105 cu. ft per lineal foot Cox. 105 cu N per lineal foot Reinforcing : 8.7/bs. per /meal foot. Remf /O 5 /bs. per lineal foot 7 9 7W 9 -// - / %1 x /O ° pipe sleety �/ TYPE TYPE 9-// A P I x ���TTT KT Roil cop l �t I 1 �� - '4 F1 A. Tubing shall be sJxlo bent or fabricated to fit horizontal curve when rodius is less than 950.' ✓ High strength rods threaded both ends with 2 nuts and washers (o /l gaA l B .4 B. Posts shalt be normal to roiling. may be substituted for high strength anchor bolts. PLAN EL EVAT /ON End of wingwol/ SECT /ON B-8 C. Tube splice shall be located in the tube spanning deck joints. Increase joint width K Torque roil to post nuts to 175 ff Abs. in tube to match deck opening and increase sleeve length correspondingly. L. Tubing shall be continuous over not less than two posts except o short 107gih METAL BEAM GUA RAI ANC WRAGE D. Open intermediate joints in concrete shall be located of If piers. 1D /s permitted near deck joints, e/ectrol/eis or other roiling discontinuities. abutments or bents and of uniform sparing (40=0'mox.Ill M. A// exposed corners shall be ground smooth. F. Dimensions Hit/// vary with LYOSS Slope. Not: Fq Meta / Boom Guard N. Galvanize roil assembly after fabrication. Rally connection details see F. Construct J "peep • 12 "wide overt /ow scupper 2'obove deck of low points O. Locale pull box near mid-PI between posts, but not in some pone/ Sro},dord Pion A79 C. in grade as deck joints or a /ectn7tiers US G. Walls ore to be bockfi /led before raping is placed. P. Reinforcement is shown for Type 9 put/ box. If Type 9A pull box is to Y. C'eoronce to reinforcing steel in curb and rolling to be / Longitudinal be used refer to Type 9A Pull Box sheet. reinforcement to slop at all jaunts. REV IO /6B O. See Meta/ Roiling Detai /s Types 9,/O, 8 // for details not shown. i 11019 - 134801 10/68 Rev Poymt of rail Scoot. Type 9-11,9 -IIA S EIII wo E 1411.10001 EL CANINO REAL A S 1000 -1 SAN NARCOS CREEK BRIDGE A 139 B4 N ote A,L810 - CU SHEET OF SHEET 9 of 12 S ^ NO 125 -. 1 -5 0.1t.rnnte A van :i,reoa Creek 9rid.;e ' ( "vria�c ..a-.ico Teal. a (z2 v heeto) 111 1 rlr 111 111 rlr III 111 111 II. 11, ,II Ile 111 111 111 .I, Ile Ile .n rl. , .n r Ile -r MICROf 1 LMED AT ,1.1, F'n �np1, r rllll ,1, 11111, 1, 1 1p 11, ril lllrl 111r 1plq,l y,1,1, Ilrll,rlln pl ,1r I, l l,r l , 1 , 11111p11111111. ,,, pl q'I'p l +'!'plq'Iq'I' glllpllpllpI glint Ipl gliglllp qr gllg11 r1, I :111.1,Ir111, 1 vq' Ighq'I I I'I'I' 1 I I' ' I I I I I I 1 I I a "` " II] III I At I II �' rlrlI I 'llc l ' 11 "�iI I I o I 1 1 20:1 REOVCTION ]�a aSa �I a als �1 �a xls �o0 3111 3�2 3la als 3>Is I 31> 3Is 311 Jo r Jt a�: Ja J• ,1 Js Js .1 4 Jo so 1111111111. IIII�IIIIIIII 111111 �IIIIIIII�IIIIIIII Illllll�llllllllr 'lllllllll�llllilll7 tll Illlrill!Illllfllillllll Atilt lllllll�lllllllll' 7111111t1�111111111'lllltllll III lilt A lltltll (Iittlltll�llltltEtl'Itllllttt �11EEItitl�tullltl�� -mill In I MOM I S ZW4 $4 fsndw /s.leNpoo _ COUNTY OF SAN DIEGO, CALIFORNIA 3 01 5 4 00 stid w /o /umiiwm post 6 - - -� SAN MARCOS CREEK BRIDGE 1= - �Jis" e washer Furnish awls B _ / , L � .. el Comet" ft" I� C POS1 Post /2 Mt11N Mt AISS -M F 1411.11111 S. P. 123 • Std. washers - - 1 �e Oholes - -�_ 2' / �L - rRai/ing T — I �2" BARRIER RAIUNG DETAILS / " $4 "�s/uds /�i Shim /B min J �]I u I U SAM 10 of 1 2 I I I I I I J ittN:IMriA Vtrl max. permissible joint. /� 0.7/ one s!(b I tAOb / 1-'� q NrtkneSS /• 3//1 ///4" r.a r. s. . Attach Y fpos if roll � e Sa. ✓- ✓! � � � � With fu// pene»vlion � ~ � lw�« . t . a w: -- is c»ntinuous.ot past. / Dare „_„ srl a Washer � - - - �bu» weld. -- RA /LING SHIM DETAIL � y /tvi�a 0e,e ii -i/ -Le e Sea / weld Zr. •./34❑ SlruCluro/ �be 6x2 = /2.02 ��Qp O dd ~ • b N) s p Sea /AAe'M R =3%2 (type !/only) r -------- - - - - -- 1 Fd .. c ax-C.114" - v - I " structural tube J, `1 /' 3 3' !• Note A. 318 f studs may be used with 2x2 tube PLAN s eoollawAic tieolx N. E SECTION ✓ -✓ %'{ in lieu Of 4*0 tuals Decrease post slotted ie ,,/ hole size to "x 1W stonaord cut washers STIIO BOLT DETA /LS �¢° _ SECT /O// K-K 5 _ may be used in lieu of !c washers. 4 _ . _ DDED p *6g p-rr %4 "p I a 1 I (L�► ", l N 2r� II - - -- - - --1 14� ✓-- — 80041P Plate n It 7, 7 J 1 /xi /'�5 s/Otled hrA-es —. \ I , 3 /6X / j1 —Z2Y RAIL CAP ! �tighl fit. -- E e of 6" - - - - -- - -- B _ —_ 3•. 'O" ---- r;'- . \ - R= $4" 63 � Turk weld •8" nut inside of s /et ed hole - _ � �,� or /notch d �5 ► eck it Note: Contractor may submit o /ternotme SECT /ON S-S o ) L 'r - U p1o'e sleeve for J,6 bolt with �N ~ /� � de/011 for opprovo /. Typical for ' >,v. wosher.00AO/ 1J , ; F � g I 2 %2 otsa \ O \albs TUBE — WELDED SPLICE 3 /�r I jG•1 _- — ! }- yi ._. 1 'bo /t ELEVAT /OP/ L -L --I J - L - -- 1-- $1eeve J SECT /ON 1' 4 ' = - -- , is +- -{_- B" 33W_ 1 w -Roadway face of tube `W#hales near 9 for side PLAN 5 � AL TERNATIVE RAIL POST DETA /LS TYPE 9 SIFeve formed of s e, betw;#x -T [7 It I for sliding fit inside of lad tube, T 'x 4W slotled hole 4 e 1 4 1y I 1 11 i N , _ '_� type!/ top roil sle eve j r-_J _ _ _ _ Sl eeve / +rho /es I r / $x; 0 he /es- 0 HL y SLEEVE VIEW H -H Slr2• � ,I 9 , 5 1,e R washer ? ,31,x' /• _ DE j TA /L A - TUBE SPLICE _ ti p _ `�� q1 seo� weal Sea/ we /d d 1 49 hr /es - 0 _ �2' I 2 . 1 e " ._ 9 /2 � �-" /2 Tube ��y - 2x44 "t09 5 /� ,hasher -� j 4 4 t 9• �5 5 � roiling rolled bar R 1 amn I ,4 tholes tACkness j sea✓ „p/d ► = t = - �r , r a SECT /ON A - A SECT /ON C C J Sea/ we m al Fa- ben! A&Ab ram/ t t - ( pow OJ.° shwa /o fit NO A _. 2 "x -e it 0:8" S rube rolled bar — — - —I roiling! rb , // 1 2` J r" CONTRACT NO. !� SECT /ON E-E SECT /ON D-D POST SHIM DETAIL TYPES 9 B // lkliit it ��. 21�" /O" j �B ► /o »ed hobs(/yp.l I G \` ;j r � tom• T' S mat a . " v' thickness _ � m*, 5 -2 • O 3 • "x $'4.0=9 0 at / /s 2 xA(f x0 8 a` �I .4h� rolled bar -2 x�( 0 -8e A l sh►1lahaksffipl be �. at L Imo'- 09 sk•tled holes -- rolled bar " "1 (See /M•ae A) _2fil a t �'I Kri , I I I T- i 1 W / E 1- l � N } - ' rte �� V ` 4h F �1 Pxr SH /M DETA /L TYPE /O 2f4 �Y O i�, 2W 2i'• 7e 2�.. 1 BR i e Jp� 6i t �d4 A q �—' Note This sheet supersedes Sheet No. 811 43 r page 112 of the Standard Plans dated February .1968 F 21 ' ELEVATION SECT /Of: F -F ELEVAT /ON SECT /ON G-G ELEVAT /ON SECT ON B -B r7 RA /L PAST DETA /LS TYPE 9 RAIL POST DE TYPE // RAX POS DIETA/LS TYPE /O — -- These details ggoy to These abroifs apply 10 10/68 Rai //ng Types 9, /2Q /3 B -crier *&-ding Types 6 9-// W o1s- 13�IG1 1016$ Added Note A, Tube splice, Rail Stllltll I O ,,,E 1111.10001 EL CANINO REAL -1 SAN NAR 11A. 1600.1 COS :REEK B Rev: Sea. J-J . Deleted: Anchor temoic" . RIDGE 111311-84 ti VEEl 10 OF 12 S. P No. 115 .., CU SHEET _... _ OF_ _ . - - i SP 12$ Alterwte A San Irutot Creek Bridge lltf FYpEi___ Y1Yf IXS 0[SCSI tf10_Y - Besign • 4.42 San Banos C=ee Bridge on El 4§ ( Bridge File) Camino Reel. (12 meets) 9 1 - iii, ' 1' Lm Ill i V= I ERBQUI01l SEP121972 I MICRO/INAMQ i I� i o = 3 1 S O °e I O 1 ! � Ji N/OROPILNED AT 24.1 REDUCTION ~ 5 tot B, extend / =6 - into COP or Bx tenS non P= W -W 11 44x3= 0'a0we /s permdled n10 ft + � lc . 4 5 hefo/6 e ! T �r 4110 ' � � y� 'Pir(,7�Irlrtrlrlrlrl7S P1'Ptrh 1 l , .. A 1 1li.diu.liu�.l�11 u l t1t� uu r Precast Prestressed \ Concrete. 4 "6x3 6 "loL6 with 7 Precast ` c 6x3 =6'mn. - F e tot. 4 * 6 lot B (Fu ll length of X -X Y -Y CLASS %I PILES 'Place diagonal of pile parallel to loyoul line of fabling. I P45,000/bs con.` P=70,000 os x5t6"min,tW 4 Um ' 6x, W-W W -W X -X a a CL ASS %E PILES h: A y 3 $ 3 I t I Cutoff line I j I X ti� I� I W i� W a awe s ° ") mm eQ F V tj zt qL b @ �~$ II g ~ e � � N rm. uitiIAiLnlit J l ..r ] o.wr Precast Prestressed ! 11 I Sp I C R. 0 d S's'U- /`irlrJ 96 AV Concrete. i1 `6x5 -6 "min. W. 4 I (wilh extension Jot. 6) ~ 6 tot 4 o.n .ees•re in (with extension lot 61 E P•/50,,000 /bx min. Y-Y Z -Z Octagonal or circular section is option% R -R ' e N Z-Z " 5 go. wire C 6 "Pitch t4 1 c Final Ground Surface °c c to k� "wow c4 4 Y kh to Y • I I Cutoff fine '-Q Low water Elev / pcyogona/ or Circu /ar # iu in Waterways Section, Option) it C4 PILE EXTE ION W" — -d l - E Z — ` •i Z Permitted with Obss Akes awy v- e 6 1 see Abfe "F` a c a 5 go. wwe (V 6 "piMA E g o o Note ExCW os riled, W/ aoncre/e in "coax I � " piles and p //e extensions shall conAwn -4 4Z I . in 4 =0" � not less lhvm B sits of cement per e d cudic yard. In the Prestressed options ►4 of A /MriWives'W , 'X', and "Y ", the tt concrete shill ennfaxe not hiss thm 7 A Sachs of onnent per cub fc yard, provided Me c/dVANXV 10 any sloe/ from the swfare of the concrete nn. secha) shown is increased to 3 . _ 1117 rNUTAO • f n11, • ` B. ,any AHInks ALTERNATIVE WE e,N,I' M1ant `( L ■T _ /AFI; NN t Alert I ' v AIMS sm _ feLL Ll kL tose is (WOODEN U 's W S ■.11 ()1 1Nw IV W*1 NO e ! ` COR.REC 41.5 BY l/1 31y 7 AtWWFP k X' AN W ,■.. A/lemaliBes W and Y be driven fu// may /&Vlh or may be extended. NOTE "F": � ty i V= I ERBQUI01l SEP121972 I MICRO/INAMQ i I� i o = 3 1 S O °e I O 1 ! � Ji N/OROPILNED AT 24.1 REDUCTION ~ 5 tot B, extend / =6 - into COP or Bx tenS non P= W -W 11 44x3= 0'a0we /s permdled n10 ft + � lc . 4 5 hefo/6 e ! T �r 4110 ' � � y� 'Pir(,7�Irlrtrlrlrlrl7S P1'Ptrh 1 l , .. A 1 1li.diu.liu�.l�11 u l t1t� uu r Precast Prestressed \ Concrete. 4 "6x3 6 "loL6 with 7 Precast ` c 6x3 =6'mn. - F e tot. 4 * 6 lot B (Fu ll length of X -X Y -Y CLASS %I PILES 'Place diagonal of pile parallel to loyoul line of fabling. I P45,000/bs con.` P=70,000 os x5t6"min,tW 4 Um ' 6x, W-W W -W X -X a a CL ASS %E PILES h: A y 3 $ 3 I t I Cutoff line I j I X ti� I� I W i� W a awe s ° ") mm eQ F V tj zt qL b @ �~$ II g ~ e � � N rm. uitiIAiLnlit J l ..r ] o.wr Precast Prestressed ! 11 I Sp I C R. 0 d S's'U- /`irlrJ 96 AV Concrete. i1 `6x5 -6 "min. W. 4 I (wilh extension Jot. 6) ~ 6 tot 4 o.n .ees•re in (with extension lot 61 E P•/50,,000 /bx min. Y-Y Z -Z Octagonal or circular section is option% R -R ' e N Z-Z " 5 go. wire C 6 "Pitch t4 1 c Final Ground Surface °c c to k� "wow c4 4 Y kh to Y • I I Cutoff fine '-Q Low water Elev / pcyogona/ or Circu /ar # iu in Waterways Section, Option) it C4 PILE EXTE ION W" — -d l - E Z — ` •i Z Permitted with Obss Akes awy v- e 6 1 see Abfe "F` a c a 5 go. wwe (V 6 "piMA E g o o Note ExCW os riled, W/ aoncre/e in "coax I � " piles and p //e extensions shall conAwn -4 4Z I . in 4 =0" � not less lhvm B sits of cement per e d cudic yard. In the Prestressed options ►4 of A /MriWives'W , 'X', and "Y ", the tt concrete shill ennfaxe not hiss thm 7 A Sachs of onnent per cub fc yard, provided Me c/dVANXV 10 any sloe/ from the swfare of the concrete nn. secha) shown is increased to 3 . _ 1117 ALTERNAT/VE "W" ALTERNAT/VE "X" ALTERNATIVE "Y" ALTERNATIVE 2" ' /L ° I BFI —' S ! L S FILE NOTES = " " NO e ! ` COR.REC 41.5 BY l/1 31y 7 E, A/lemaliBes W and Y be driven fu// may /&Vlh or may be extended. NOTE "F": /n AlArmfive `Z' the hb 6 bars Shall extend o minimum of /2' below � ». All exposed pikes a pile extensions shall be consistent in cross- section the /owes, of the following: CONTRACT NO. ' Miowhout the project. /. Bottom of fooling. I PRECAST PRESTRESSED PILES: 2. Top of final ground surface. ALTERNATE "A" If section, used is 1& er than Me mil. section P = Prestressing Force /After lasses) shown, then P "shot provide 700 psi min 3, Top of original growid surface when piles ore driven through fi//s e,4H OI CYIIOIMI : ' Concrete Shength: fe l'' 2B days s 6 000 P•s.i. (Alternative 'X'J � � ' Bteantsnl Detslls 3/70 BtIBINM AID T1AMPORIASWN ASEWY . x8 -10-27 � . , 4 500 p s i. ( Alternative 'Y class FI pi /es may be substituted for Cless Flt piles. I l mbk.d a ` . aril 5,000P.s.i. (A /lernol*e "W ") A 10 - minimum diameter pipe extension (thickness =O. /793 "min.) nbybe used >"1 �. cK SAN MARCOS CREEK BRJDGE: 'X' o1 the ti of A/leinolirle e Z when laver is' 30 or more in /en /h . p g CORROSION RESISTANT Alternative may not extend obone ground tine nor be used with s pi /e extension • R ", All Bowe /s or bars exle» ding into slab or folding having o depth less than CONCRETE PILE DETAILS -45TON e — 2 =0" shall be hooked. DESIGN LOADING 45 7LYNS ;; A136 I,p ""` 171 12 ■1.... ' mm beeme, Deeme, . ADD „ wo •. SP 125 Alternate A SEE More" Leek Bridge .. , ,Ilk eepp MN An USER Vllq Desi■a • 4.42 Ben Marcos Creek Bridge a n (Bridge ale) Ce■tm Best. (22 skeet.) P R �( 'Aperture Curls r... a snuffs -oasis I �phg lrpq,!q•I,piq. �VI.1•I.1.1....•.. I •,. 1 .p I ._._.._ _..._� �' "121 rprl rl'•'1_1B'•1 "'jiI I .. .''' ... .... ' 3.1 '' -' "• � -I I.. . ...... ,,. •, • •, • i� , I',' " "' -',.'I 1/ •, '' - ''' . Ji ... ".'.... :I •, • •.... �I 111 !! f7s!1!Isl!r7l!�`I!!!II�LL11.111 •11111 YI�I REDUCTION , A!s!!Ils!M! 2 !!11!!!�I s!II! 3 1 1 1'!!! ! IIII�1111 1111 �1111II11 1'�uulu! !!!!I!!! !s!!I!!!! !!!!I!!! !!!!I!!!M!!!! !!!f� !i�ls ��!!!ll!!!s�!!!!I!!! !I! !!!!I!!! m m � 0 : z •; t• ! 2 ijr 1� IAN. ..N iBN.f MR'� I NNE I a + r flea, 4.pNUrn e7 COUNTY OF SAN 01900 CALIFORNIA HOLE 3 SAN MARCOS CREEK BRIDGE • - ' we El Coaft 4"1 BrNMNEAI3B -B4 F INII. INDI S.0 125 30" GAS LIRE — — — — — — — — — _— - — — — T , LOS N TEST OMING$ alp 3 -2085 FA -- necomw rom y, HOLE 1 81A r Dow. — I:Ml I1•�s - Approved by, OPERA 1 11ZV17- • — — HIGH PRESSURE FUEL LIME — — — — — — — — _ — — — — lag „sy Dow / — — — — XCLE 2 i '. I COORDINATE INDEX _ N. ,.r= C _ � - m • i - ' REVISIOME No. I DNmbtkm I An Afternoon I Dols __1'•ZISTING BRIDG ROLE E._______ ___________._____ ____tom 4 I ' ' I ' W /974 I r a 1 I I E EL `~ CANING REAL. 13'e0D W W 11 1bl•DO i z L 1 1 it 1 ' 1 C �r 111 SW riv NOR1N NOLE 1 — Olasa /loot using 2" did. cane trlatrmefter 140 lb. HOLE 1 JD hmRNr. 1P drop 0 $ 3 R 8 $ R LADLE 1 A HOLE 3 HOLE 2 AMY DECOMPOSED CRANI If, of lout 1 1 1 1 1 1 1 1 1 _x_ SILTY SAND. Arms :! laRhenbrllt 1111/ > � SANDY CLAY, soft, yellwish Arai SEA IEVEL SANDY CLAY, gray . .P {A LEVEL 7 n TO 10, ea sample :It Slln CLAY, soft IIMt gray sANOr CLAI, same cis" v gray Ir adlrlel n: -10 to SI[11 SA10, soft SIL CLAY- snot eravish e•iM -10 SILTY SAND racby, course grclfW . — harWr below IS last Slightly eooae6 yellowish hear SANDY CLAY, soft, with saelis SANDY CLAY, wry soft gray _ SANDY CLAY, gray SANDY CLAY, light Nrdy, vith Mottos 11NDI CLAY, molt, yellowish Aron SANDY CLAI, stiff grorish gray _ with SMAIa SILM -OW, ,� -20 ?` SILTY SAID YfRfICAI O AtM/ZOG/Al SCALf w. GRAVELLY SAND. ' wry dense J �. yellwlsh Aral -30 snn' sOO. ..die tr ained !• _ !o .. sun CLRRSE SAND snn SAID, yrl/wisn Aran smooth stesdV drilling helm 41 fast -30 border helve M feet S/En ONFEELY SOD wry allow .� S,MOLiMVEL Slln SLAM, Alter rule MIAMI EXPLANATION yellowish bear ' sae,+las CLArsrw W smote ® Floe /foot Ming 2.1• I.D. -IAN sooler. ISO IL harmer mmf -AO 23" drop. SILISIDYE err CLAYSTPOE, ® Obis /loot using 1.1• I.D. hard. steady drilling below SFd fart _Sp gnsfiah grog, very Agri 2 *r. 140 16. header mtl CLAIM& wry hard. Nroytsh grow . " NICK Aortar he/w 63 3 fast 7Z- .W y CONTR C - , NC. (70C 1 CLASSIFICATION OF MATERIALS BASED ON STANDARD SEARS 612E LIMITA 0 O 100 ♦0 Sso it Diagram shwiag the basis for estimNes N nap Site diltribotian read in de/4rmindt,on ` 0 0 CL y0 �• of class nations. It parfl ,a Manor S:• apple- f o 0 i stable emadome too term 'ersrfllr" may be 4 O GO m added to tole Coosa ..mo.vit • sraeo111 "ad, 0 50 mp Ana tarns 'tdsnf;wdsuw an a'ir aye and•, vsgd A O if dtltlib4 land. Silt and GlovVI voter to t� 0 4$O &pm standard fired* gone lom,IS. • O O v)! 7f 0 0 10 AN Shealy Cloy ow LEGEND OF EARTH MATERIALS EM Samuel silt or {illy $heal Gravel i 6-109 Silly Cloy or Clayey sin Seed IPMR pool and /er Orgedi• motto. ®+S,' silt �.®., Fill Material ■ Cloy Ig Kr.erieo of Not er.lil Igneous Rafe Shealy Cloy ow M.dNaoe Clayey Mrd EM Samuel silt or {illy $heal Netomorpsle mock SP 125 Alternrte A 5•c paste Creak Fridge men[ mono - _ due .�i stast rlos -- ]cailn _ 4,42 ,' M." Creek Bridge m M (bridge rile); Crime R.I. (12 Marta) 1• 1 1 I s� uI�llniii sl i ; 3 O O 8 w 0 f 0 4 AO ' O m 0 O O SILT perCeateles LEGEND OF BORING OPERATION$ a i 6-109 Eam,ar firing 1 dell 9 Tom male Elea. 23 . ' Ig Kr.erieo of Not er.lil <. •. © RONry Goring 1w4f1 Closing isen ]: W g q UMI MlisN ( /tam lam, < $its N SemNeraintafal. IL Noisty -a - • , C CMwirff six Aeger Goring lots) • Diego dsr Fo — E11r _ hung a 140 q. - DNS — 11[ft,a namnoer Alto f 30" CaNarmaw 1110141l0 Cmargt H Core GegriRg erOo.r gl goods.) _ E4nnarfd Mor4liel Coo -g• IMCCAtalmfbl4 Marston -manse. . _.. a.. e..•mg nms- Iltecl E pl1.IM01 EL CLAIM SEAL R.S. IM-1 SAN stRCOS CREEK NIOSE AIL - N MEET or SNf[T 12 CF 12 S.P. SO Its 1• 1 1 I s� uI�llniii sl i ; 3 O O 8 w 0 f 0 4 AO ' O m 0 O O SILT perCeateles