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7270 MICROFILM AT !!'1 RtOl10TI Ly oN ••- :. • - ;SD - 5 A 2.11 •7 Utl� •<�i irr___ ".e :. INDEX,OF SHEETS STATE OF CALIFORNIA x 2 jypp/Seefion DEPARTMENT OF PUBLI WORKS . 4 AlsnaadpYWe , C : , . . -T� �I STATE OF CALIF'Ukti'IA � `' r `k'"' ' �", ;"° DIVISION OF HIGHWAYS �,�IIy ^ ' KEY K%P - 30 Special SYraeferes �. + Q < �• I te-, ^ •tf �` ' SCALE :N wEEi Su .uAw 1,, - .1 .•�• • ' %31 -33 Sign/ Details r —� — �f '`1, raw+�p �+ j • •31-37 SYendard SYiwefuras \ • • / San 0/egaiftN rBridge * r •J� • I-$ San E /! /'o 4yaen Briot7e �� A ND L PROF OF • '/ - /ZO Cross Sacfions . i • • / 3 Mau Diagram n k 1 STATE HIGHWAY r rT =.• '� In San DiegoCountybetween Dei . aaa and Fneinitag r s ca l es Plan: lira= 50 F<� Y " t vible: H or. IIn -50 Ft.Ver111n• 5 FL �, ' ; -' R (being he a eull rag plena of a Porti of t he fYYEa for the , 9wa hle"ay adepus ey Me Californle Highway Commission 1 -rs.<c L. +N n l • 1 . . i SsphsrnberlA,d26 •'T - y> r vul F A C I F I C O C E' A N 1 'soll EOL - N o SOIUNA BEACH w o r• e C < .n • \ •<b< $ San Llije < S• •. is / DEL MAR" / SANTA T� "° ' S " ,� �ENCINITAS D� ai / moo. // •dros A lW :;Yi �s !'' i• s Iw is MOa�,c I T .. �-eg of PI - SCOUNTYGO// Avanl.• s / station 127 +00 ►AIR GRDUNOS s-a� / �c2j s gIARDIFF End of Prot / ;� l Station 415 +00 \ o / 4 - ' f • � / /Y1 I CONVENTIONAL SIGNS 1952 _ Cainry Line BankarQegin' Wall PRECISION L -• —•— '� o .•, .• r -: . 1 i City or Town Limits Levee A, Toarnsh'rg 4;nelI SEPjpI ttiOnLme S -rim Culverts) at Line rror..e:ul., o.n.lw si.<in— •Ckop )rake B #��i• - - Q •. , r Plsnni E nal JW,LL ; ^C M� Trolle pek e /952 1 GyardRsi: +-� -rte power Pole e o am 3 4BWfgET Mno POWs Tower s Ap UafcedProp finerty ---- - -' - -- - Q&ofWa Lin _ �� > Bue or, Sunray' tK Tek jE°aph orTekphone Pole b• •Env nN f - r 309< i sr . 11 Jed Wei P Ralhti Teal Marsh •� a • J � O,we•o.< V. -Ne... t_ r Y T ' f ej� a o f Project�17,2$?.82 eat 5.150 Rules i . �.• u'1 . •t. of 37 NwY poi,., r :x MI T r yTSS Iae•E SAKE A« — -• �-.. EILE - 40 efE b l 1 °J3•+ cO.j,r J- :py. 53��f�C7 C 3, 3winitan (=n of 43) 1r2.i0 -3 ,3. f,.4' 1952 conutr plus La ^^.•cf 37) ald C: Q .1 ; cin_tno S'f1 (;h 1 -3 S 7 - SM! 5 S azj 1 - i =,as S of %.42 1;'.3 conctr y:- '.:.ra ^fzc0.1 m12 n: S of rase 3• 3ordcr Lv Soleml 57 field �+• C>td:`: (-O ch<ete) 'xoe Ltu l�l St L 0.2 <S t: dl 19b1 conJk ,hFi °1 rn3 iot er a 3: St & C St 4nse 3' : of 15 SET G4 E Inc p =1m Cites 111 I -W 1 .4( Jes1L Stud' 405' � J r.r. « e +.1 MICROFILMED AT I III �yIb TIM {�iT!hFRi TUMT TI TT m� >t 2 =' I R ! 1� [� M �I ' X � a " ` t_ tt `rf9a't [Set aR a� iaa+l„1TTi�Li Aaa4l.1aa i�l� ' '��i111"i ATi 1] 1111 m illal�T� M LA 1 � I��1�� -- � ri l_i . �I��I��t ��Il�a� ��aa�C�ai� aaa�laat �II�III� I��Ir�a II�II�� a��l�� ala�a� I alaaa [a�a+_�s �__t.aYac_f+t �S II��'11e, STALE FEDERAL mmECr No. Mp 7 CALIF. aur. teem wel[ amr °'^ � II SD 1 5 1 Z6.4 -4L. Is, Z t C WenA4ck .l7AFi N /QY/NNYOMfIPA1CCA1 RN�AFaE41DOYAL FMt/nifdR.w 39 <i Foy Sea/ Foy Seo/ e►r�wri rcwiAl �.weoei wi`.enw se.se� 8 12• /2' Left tur" /one Yoc Left tum /o ,,x� /2' /2' — 8' /r E Yor f Yor. E !roc I e Vac f Yor EYOC � I a � 0.08' A.C. Q08' A .EaRS.ee a .w. cesl *Width and locations at A.C. as specified on the Pons, or as directed by the Engineer. x S /urry Seo / r Slurry SEW B' 12' 12' Left turn /one Yor Left turn /one /2' B E Yor E Yor E Yoc r /2' E !hr E H7/7 *Width and locations of slurry sea/ as specified on the Pans, or as directed by the Engineer. —x Median Feather Detail P.M 39.4 - P. M. 40.1 P.M.41.0 - P.M.42.2 Typical Interchange romps of Panto U.C. and Lo Costa Downs O.C. No Stole Mediar� e A 26 A Slur Seo/ 05• 05 ZYe� 5Ye 0.08' A.C. x �n TYPICAL CROSS SECTION P. M. 26.4 - P.M.46.6 NO SCALE L¢q¢nd•• AC- Asphalt Concrete Note : Wnensions are subject t0 to %rencas speclfi¢d /7 the tSfandaro' t pWificafions r r7 U A1WY /Dl 2 ►rood W— Der Dm Egilrr Dele AW-W AFro s[.d.d M D•» s E ✓. L. C /ark 4dG 7iee� � 4•LL E.l¢ Sett /e t -si - -- STATE NIDI PLAN 11-5¢ Hwy 101 FILE [Y[t MACE Ase 112CRI'Tl e Case 3' 4.42 1966 resurfacing plans tr south of Miramar Rd to Paloser Airport Ad. (3 shts ) • Aperture Cord r... n enlan+•enn !I ®® MIORO /ILMEO AT 221 R[OuOT10M ;A7[ _ Pr&nAE. PeaceE N0. �. weln .MII. �5 Be innin of Project R M. 26.4 IP141 CdIF'IIC OCEAlff M NO cc tp 2 • pOai L4 JOLLA ..�� d O SAN DIEGO .� v �.. ELUCA _0 ___ a 7orrs DEL MARS_ Y Pines Pork " _. - - - - - -- ; %t- � SOLANA BEACH x - e*o'n o 1� U.0 \ 30.3 _.•OJ _ Q .., •PtG : y; h / j �`. $ g• ^ % k ; ' oi. Q � - - - _" w MEL C1TMOI e s _ - vsuET m• y �o L . 01 sr ` GO iii Rai i Y O.C. _ Y VALLE Y / uC n u SerNE OR ` °tea • A: i. VALLEY I�� /// �. C� -- PA lCII1FI C 0 C EAI N End of Pro i ct on 0 DO P. M. 46.6 a — N ' a v v m o 1* O a f 10 O $ 0: Ill ad od 1r ' a d in d CARLSBAD LASE C" o a ----------� C aeai d �--- CA �pIFF ENCIMT — LEUC )IA +'�•�•� .ALOHA b y the AIR50RT 5, _�- IS Rn oc ��, 501NSEtt4� G Shoulder, hero4d Way, TrorN d WO m � i1 O SANTA EE / RIOLM OC. SAN MARCOS 4VE WO RD. LA LA COSTA 1 W�Z 7 S 1 OR u0 — AVE. O.C. zf O W X MACR..NON� I I T--+- g, Y LL. N `\ 01RMINONAY O" J e �1 _ c. OR O C. W SAN ELIJO a LAOOON LROUTE FAI 5 tee. a 'y r� / •� - � LEGEND / 0.OerA.C. Blanket Slurry Seal Fog Seal ® AREAS TO BE No Treatment o RESURFACED )ao8 Mill ■ dHR SCOIe: I • 2000 11;,; Aid 1g) ,,._._ /lellk eArA.w DM Ow41e O0Y A}plwi MAe>.wd1d ry Owl 116 N A / fA . ? Y.L. Chrk ii ,K E• R• SeIVft 4," 6tASi QOCMAS PLAN 11./O.'3 lA° 101 EILE E MEE IYM AM MSE M Cw 3• 4.42 1966 "wo lfa i06 Plains fr di Of MSraiNair % to Pailo lr All lWrt %. (3 nhts ) • Aperture Cal I•n w N011Ve1•esfel ��_� . "� "--�._ _ _ � - ii�N1� .. . • � � t •;ate, _ ".-` 1 — Ilrf p I��TP��° r�r iIAI[[[1[[IP41j1J [r l��iTT��I��l °I [•EI °°�n'T(�MICROFILMEOATn1 � 1fin I�I � p l�ll� 1 E T � III 'I �` • r .t n, . �1ii[II °c[I�1 lLI S.IT [11[[[[,[[[4J, [[f�l[ yl,J[[TI°[•[ &[ 92 REOUOTION [I[EE�I riaLi'i •... . [ 1[[1-1= [i iMIE[EI[[[ E[EEI[[E�I [.EIL{I�11„y,f [t1°li�[ i�°[ [°Ir[[: rul��x x:.�l[[ria':[ • pm 34.38 4a' / I STATE OF CALIFORNIA I I So '' xt•, so • RESURFAC /NG / TI� MEDIAN DEPARTMENT OF PUBLIC WORKS � 35 %_ DIVISION OF HIGHWAYS Crhru Lanes On (Stripin9To Be Done By Others) PLANS FOR CONSTRUCTION ON y 15,16 to .Sta Wf W5 W6 STATE HIGHWAY .at.r. 41,0 411, 24'to21 ' 24' /' fo 5' 3 to 5' IN SAN DIEGO COUNTY 4// 4/37`.85 21' 24• 21' 5'to /l � 5' to 5- BETWEEN 14TH. STREET AND 0.2 MILE NORTH OF 15TH. STREET IN DEL MAR 413 *85 430 , 175 21 ' 21' //1 5 1 ' AND BETWEEN "K" STREET AND "C" STREET IN ENCINITAS 430 ,175 4317`5S Z/' to 22 ' 21' to 22' l /' 5 . 431 , 15S 447 ,1.,00 22 22' //' S� 4477`00 4.507`•j9.S7 22'1,0 20' .22'to20' //'to /' 54 to 05 INDEX OF SHE'trs Sheet No. I Location Map and typical Cross Secl I A " X 2 Pion 3 Miscellaneous Details and Construcl I N 4-6 Standard Structures 7 -15 Troffic Signal and Flashing Beacon 0.04' Open Greded 0.04' Open Grade 1 -4 Cross Sections Aspha /f Concrete 5urfac,ng Asphalt Concrete Surfacing • 41/3 r Vai Ws W — Wa • Var. _ Exist P. C.C. Curb Exist PCC. Curb Sta. 410 +50W to Sta.450+39.57 W' SD -2 -A ` Portion of Project �so;dn.00 �� Sto 93 + 00 to Sta 108 + 00 DI. Mr, ?� P A' C / F / C 0 C - E - A N •1 .IV _ _ OEM '� / • O ' '. i J im III I ` f_Ta S a D ❑❑ _ ... T DEL MAR i ,•�° r s / Encinitas SAN DIEGO/ s. c ° r" �/ / � s•� s couNrr 3S ` "�a d • f f zz c / VAR1,ABLE ISLAM W/DTHS FA GROU OS r - T.14 S. R.4 W. S. B. B. B M. a T.135. R.4 W.' S.B. &8 M. $ [ s•7` as I - -Q s ,, Sk z „ . I$ 4• Ortion of Pro Sta. to .9`a. W/ W , I Sto 410 r-j, 4., Sto 450 + 39.57 93x00 94 ,1Sa o' /0' .11 - LOCATION MAP I �✓ ` J4' • 947`50 9Sr /O /4' a' D / Mr" O.DQ' O oan Gra ded 004 I 9St /D 9B , 14o Ver Var. ? O e Graded O to /a 6.3'1b 0' ' ASp/3e /t Concrete .Sur1dciny I I Asp/AS /t 601:1 to Surfacing 7` - vd . • 1.9 o /Z' I �W I 9,61 99 ,1 20 14' O' Yer W2� . /ry r Fog -'Fee/ 4' to See Ver. ' 2/[to23' Ver. B' 99 , 120 /O_ ? ,1OS O' y Gt4'Min. ° I 1.251: Ver. vR¢clslo[r, r B 3 Curb Exist. P. C.C. ,Curb ;; 12966 zx/st P• C.C. Curb Yac Aisphs /t Concree Surf t : , . t: SEP 1 Sta.9� +00 to �,��. WIG +25 y' Mwrurtx��q SD Y D I Mr. I - "# .• ° / 1 . .. [,,� 1- Sn-101 n 1M. _ � l ! -- DESCRIPTION R X ill[ MUNXEX NRX[ AND J � Y� T 1•°- '4N••f�• a , rr 1 . o :. r < _ 1 r �1 — J nn�� • �'f ,i :. �� ° Plitnens 40175 40175 ere au.6.y0c, TolerdhCCV C >1 a (, �r u) j (xl" S.� 97 v Mr Q) t Y r1 ii{ the s ndsrd 3pXr[:ifIA� VrfonA. �a c. 1 c .Lr �. i ,rt .e t ., ^. -i= or r - (s 1 7 -% cf �7) .md / \/� / 2m,1 ,/ - M + :¢ -.�;�. ♦ L; T• ,.>' i:.�, _3 „i.rf �i., 1 -5. � .�h .!/✓ .C. t. �. S CTION� �. 4( q b.li? l c co.:_::• 1.. •: fr 0.1 ni [ of r.+7` • �dRr & C✓l-n, o mh O 2 nn ' of _ Di:c ^te-f D[ s.lif Cns 4.4'� 1;G1 co^ p1 -nn bt +: 1'• 2t ,_ ° - <� uh ;; of 15 s7` Del !ia end btu 3: St K C St lYici niS�: (' x.�• I,p�� h.h5 :xei[,n o.: , i l:elc, Ynln City :ee.LOr ..1,. ' Y. :M1 r•.. 7`t ,1+,11,1, ta.•s »I • r Q 7�I ,T��fjf�1j1 I LNED [7IYTj�T�� J��Tr� UI I I I III ITfi�j� �f�lQI[ff�TfTjf�mP I T� s77 ' I IITRT �II 1 �l '"(�II RI'Tjj��) ' V ' ' ill ' MIA ". �" .. ILI 4' , , q E 2 =' 1 REDUCTION �I ., 1 71 Jill It ra' Itll LLL {� aar. a.mra ..e. ffaar, + b f w it'.°�`[�i� ' a �O �� # 6� �a r �.< w. iwl ,, a� rddfd x � LQ O ::�t Off, - C q O • p . N.: O. A.G. Surfdc ,4 -Sp�p 4 @ `� 'h A< - r 413 ,x ' 3£ i -- po�b /e done AC B8 /S h N N ry (: #�� 61Oing�s! 9 at pfher1 °� ¢/Z Raised Traffic X go 7r Ra /sad Z h .h 1 O ff /C Q4 0 A • os 6,.• i Q Surlati 9 d 1r 33' /Srw 41 l OVfn GrOdfj ry I OOI.Opfq 6r N NZJ Yr 0 4 4 urfac Surfdci"I 4 "a I A ' C • S ? •S� V Q 1 Q ^' :1 .1+ o NON Q ®� o ry 0 `F Raise Bars - +N of c T SCALE: J Be inni Second Portion a " e End o f ;. St 4 /Of50.00P.O.Tq Ste. 450t39S7PO.T. A ' BENCH MARKS REMOVING CONCRETE ADJUST SEWER MANHOLE ` ` NUMBER IELDNOTES DESCRIPTION ELEV. LOCATION Sta. to 5ta. Line Location T ype- Len th C.Y. Number Location 29 High Pointon R/W Monu. 129. 395 56USIta.89 +00 "DIMr. "' P.C.CF, CURBS ( 21'Lt. Sta. 98+60 ° DIMr." � r "5" 1 5. E.C R/ W Mond. 86.395 69' Lt. 5ta.107 +83.5 °DIMr" 95+10 95+13 Rt. 5 -3" 3' ' 4 48 N.E.(:or. Conc. R/W Monu. 73.70 60' Lt Sta.414 +44.38"A" 96+ 15 98 +40 1) I. +1 409' 49 Lead if TacK in N. Curb "J' "St 75.57 7 Lt 5ta.4i6 +95 "A" fO1 +03 101+45 » ' tr 42' 46 Lead • o'Tacl< in S•Cur "H`St. 75.79 Lt 5ta. 426+08 ° A" 102 +95 103 +05 » » I� 10' �' 47 Lead TacK in S.0 rb "P "5t 7z.40 Lt. Sta..435 +'71 `A" TOTA 464' 5.0 ;; }i,. us.c• s• Tablet in Brick BYd . 774.77 115' Rt 5ta.441+15 "A" �- RAISED BARS r 5ta. t St a. Line Loc. I Lin. Ft Ctr - 255 154 448 +30 449 +•02 tI II 60 �• a TOTAL 69 S �i I ' Y , �u"ti •, a i� a•;r`� N°_. SIG INSTALLATIONS ' I I -POST GROUMD MOUNTED SIGN r .4 A GLASS 1 FLASHER MOUNTED SIGN ;�B" CONCRETE (CURBS) Sta. to Ste. I . Lime Loc. - Ttjoe Len th C.Y. These Signs will be located as directed 95 +06 98 +40 Lt Rt "B -3 576' 6.5 by tha Engineer. ''. 101 + f03 +05 �� ' » » » 205 2.O For construction detAils refer to the �a TOTAL 781' 8.5 Standard 61- IIV13CIB -ION MISCELLANEOUS DETAILS - i AND CONSTRUCTION NOTES . Mx. all Drs Dmdptsy4rr Dale Appraltarff•almdy Dw �._ a. • - . � r '1 .. i /t:A is a�.f�"/ 4s rJ•/i�1M.fGV f • ".'.'[r._'ArCEPMr'�'•!Y .r. ,i. h+� ..t 'f '� '' :f:'. .. �5.. 4N'1_1 bF��aL`Si' /.IV,!+s"pWf �" 5 ,y. 'QY}e. 'f. r 41. =' ' .r.•.: .. i 1 STATE HIDIVAT PLA 11 -SD-2 Hwy 101 t _ !Il[ suns[! /aa la[ [[fct lrlltll Cantu j. 4.44 1961 comatr plant btr 14th St. and 0.2 at north of 15th St In Dal Nar er h and d . N K. se and •C• se in I li an a. r2 t I: Aperture Cord r•ra a n[Ia /n -ma +al PT T � T '' III ml �� I . IIllllllllll'11111111 4� 111 N ll1l �llll'��l�lrll;ill MICROFILMED AT III' RRri�fRr ?,aTrTrTTT��IIII' M�Tl�lllll« I��lllll= IIIlll�l�llllllllll =I��I pill III j l��ull lillr�l�lijilrlll�lll��l�lllllllitll (lir('rI��TIIIfTI�rlTJllr T>TPRT ' .rtritlTTTI'�J �V ' � I '711 71j " p!! Yt = rr�l r r r r l r r r�I r r r r l r r r rr r r - h r e rlrrlrrr rrrrlrrr rlrrlrrr rrrrlrrr r r r r l r r r r l'r t e r e�I e r e r l r e E �I r e e e l E el e e .+�1 .. e +�: - -ti+ '�IrEr IIEEr Eft rEa rl EEEr IrEEi--"'"'"'' t•'• 11Erlrrrl�rrrllrrrl�Irrrrllrl�rlErlrrllAlrE- .ES11J.11l IIIIIM�i� 1 REDUCTION _ - `' f� ti z , z Q • •.•. nlrn VOYAI IND/YCf N. •xrw wm rerN� pV.IM. VIN1 Na. MIYA CALIF. r> N D 1 r r J C J J 1\1 T `l T. J J.. S.. r ;. t• �/1 f^ SEC. 27 SEC. 22 X D A ' E A IV � � � Iro'e —A pril � /. SAN ELIJO STATE PARK 1 � �I '� r ✓. C Wom j pc _ lye .. ...� / rw n . GrN. as 4 Ik.n w. innin of r t 1 � LLL1,1� ^ •• , sus Std. 340+00 A v� >o� /� �I rLWJ , Wy1,WyL �Ga.• ,_ • /� ., C,��;,t,. , LOCAL BORROW AREA x 4 Note: See 7ohv 1ation G. be /ow for Local W W .LLI W� � UILL I 2 Pa A Borrow Ovanf;fies. LLL 11d, (� jar lJ,b J'a 1w IL, IL ,J,I,1, ,ldd ILL �F ✓ 24 i 8O'C.NP-Std f1dw7. °I\• 5 r, 9 _.51410.1 4 QQ 34 1r a San'Die 3 o T— - - - - - -- ---- - - - - -- --- - - - - -- - - - --— ;;; - 7 - ----------------- - - - - -- - -- H -;��- --r - -- - L � -- N --- ----- - - - - -- �� - -" -�'--� - -- --•�_ -- ------ - - - - -- -�E' Troveed/f'o r. -- -- �'GC.:]i� = = - -_ —^ �� _ \�� :—_ � `�. � T - -e—r `v _� —` - - -� `� � / `•. `. \ +e =.te ` - - -= � —M�� :r_= II- - _� - - -_ _ - - - -_- -- �` Uhf - 3b2 dt •. '— -- — `r- _-__-__ -- -- -- -- -�-- -- - -- -- - - - -- ---------------- ? �-------- ------ __ -__ -_ -------- - 130 - 72 "x / /9'C.N . 19152'f6p it /lhJpc/. CZ 24r /04'CrIP R /v Q 74i70'C/YP. x 11 CHESTERFIELD DR I/ QS 1 , MONTGOMERY AVE. l / Scale: I =100 5 � r' ; Lf M These hoh`s f nvts furmshed with Post Assem. F S .. INDEX OF SMI / /Poi/ /o hetostened to ` �, Det. N Description Finis Heat SheetNa I L acahon Map, Plan, Typi cal Sec / / LIP P>Is,Is III Asse.. per Monu- �a Treat. / facturers' instructions 0 _ I SpringTtee/ 2 SvOp //ny Zinc Yes. Plan, Profite,Typ /ca /Sect /on,SfrucfureLis;Defoi/s r Pox /- 3Leoves3 r %s rhrom. Brinne// " 3 Standard Plans l I ' / / " / -6 Cross Sections Existing /O'Roek Slope Protection Chrome vanadium a 295 9./5 I r Velez Coot y SheorLeng/hJ , ie Bo/ - B - //r Ong re ; % r TonRoci51opt Protocf.' LeolN61lGA19 L 2 / Neod,Nol %C- /034Re-rvn 6a /v Orowd I' E: twhow /200. L�w1NG2CB =/9 .. p ' Q mreod after /vonizin f"& /v. //6'4P�P 24x6ECtiP 4 r9ccNP h LeofNO26t• = /2# O % L IVas er- £AF MN. r la LLL LLI LLl - /2 "f /o3'A.6.cn.PLra BENCH MARKS / "�" D e tai I 3 / M d /urn ak , 11,4 -- ___ i7 I x S/aftlw AnthaiBo /t /- Cr/4Lon Yer•CA9F. Aop- aximattbeginn /n9 1 dWL LWl ju j:,l„ IJ� T : io.TMBa/f Rail End 9 �' olLao /BoiiOwArea ' ' v sx/.f - ; - ckS /° a 4'4'0000" Station Deseri tion E llett Leaf'I °la 4 2 Sq.deed.No/ %evow;Re -Go /v raw,11 / I R w i _L�r�r7C_ - s °' P 2• 5000' ' ran th d oflrr s /v. Protection /eroCa . x U.SC.fl;Sdrr /3 /ILitt'93on 10R f P/ainlYos er A. . ------ - - - - -- ffP.G.RI non&x 7'/74.60' 78ift369+75 9' 71.363' No - -` —" s� r L-34907' cone Hdw% of RR. Culvert. T fR - - Tie.6 o /f No- A / e4/M7 _ _ ' / Std Rerun thread after Co /v No - -- r -' II ` ORt.378,<CS.97i0 R.R.S Ike. 7253 t +' L G �m r, -- 1 30 ------ - - - - -i � _ -- ,-- 6 379��. P � it Enci � AncharBo /tNuf- / -BNex. To nas t 29: R Gv air "re / / 7 2 of% Std., Rerun Mre Ca /v. No sbQ /Z;BBAB.Cf1P.Aio./i/off/o %for 70'CMP L.J /ors �- irrs;de 24'CMP seufacfuringpr s r/ /o. r o /von/iin Located Centro /! orBa P/oin ashen S.AE. t / /� 6G 8 / stq Medium. 6o /v No SPRING STEEL SUPPORTING POST land 6/an/at Es/arin a //r Face , Ex/st A. C. CONSTRUCTION NOTES fdoc�'kn /! 9 ASSEMBLY FORM TAL GUARD RAIL I A Scala X 3166 ASPHALT CONCRETE DIKE P t PAC /FIC OCEA N Sta. to Sto. Line Side Len t • End of Prole t Sand danker /deem // F;ne, o I ra/aid /qaa 38//•00 38St90 A" Lt 490L;n.Ft. ` Sta400 +OQOO �A - R rle J /or w// Drain _ pre GaretcriaEa ibi —�� —�— F/avL:ni6ioda) METAL PLATE GUARD RAILING �\ %r /! Anchor e>7a E.uri reaa Sto. to Sta. I Line Side I Length Bolts r2 ° t 6 ts� �einaririo/ 38 384/50 "A" Lt. 3SOLin.Ft. 2' / 'I aa' II L1 Rte.2 -U.S 101 j dP.MR J/dehl!/ Dion x TYPICAL SECTION / /hu Horan /o/ f I Line 6rede) I iil! ee 2 j �t /3 Sep 22 / UNDERDRAIN 24 R ' I "' CA Z S,q TYPICAL SECTION SIDEHILL -DRAIN S 11 s CIFF 9II � ,P/ghr of A L/rie r • S N / 3ra366NOroJ /o. 39550 Left of A`LJne fraJJ1 OOto _<YI39400 APPROX. LOCAL BORROW QUANTITIES ors 0 !'l 0 � �� T�Q$ /VoSco% sea /i: /'•f' / B a Sta. to sto. Line Side Cu. Yd s. / Se c van ---I -- /B• --I' LOCATION MAP /0' var var. y 3¢Of00 343'00 A " Lt Z0, 000 Ex /sf z Iyou s4l5aynal ' " - Piofi/ehrodeappreximsAy I ou /de Canes I 345100 350+00 A Lt. 17 000 DETAIL OF PC. C. BASE = r 2 A Scale: I = I exist edge ofShou /der , 5 xisjfdge of Shou /der Line 350+00 355'00 A" L>•. 4,800 FOR Face of 'I 335"00 360+00 'A" Lt. 6,000 STATE OF CALIFORNIA C//ff 2 _ y _ 6/f r _ __- -_____ _� j METAL GUARD RAIL POST DEPARTMENT OF PUBLIC WORKS �� - -- --- - - -' I 360'00 365 00 A. Lt 6,300 No Scale DIVISION OF HIGHWAYS PRECISION Note: Grog' /n tO p-fl- of Construct a I'hoffom Qi'fch i 36S +00 374100 A" Lt. 6,200 Stn � ,� 4s$OiA and proceed lhru a';rt d;ke at /00 inle vo /s Note: P.C.C. Base and 5prrn Steel 1368 Sou /ben/ toS/o..1 0 0.5' Su ortih Pestfissemhhes to MICAOh-"w as required - -� be�o -0 "ir& PLANS FOR CONSTRUCTION ON', TYPICAL SECTION LOCAL BORROW AREA \`� 0.75 STATE HIGHWAY x PRWISFO I _Sta 340 +00 +OOt "A" "AS BUILT" IN SAN DIEGO COUNTY AUG 211% O Scale 1'= lo' ` I� — z o' ce;.- ,�cr N/fC BETWEEN CARDIFF 811 ENCINITAS NK;ROFI (XI- S.D - 2'A) DETAIL OF A.C. DIKE Yr....2 COMPLETED 6� Scale I 1 \ SCALES AS SHOWN SE / t7 / _5� / 02101 EN DATE usKSH 04dOMM DATE _ u netimmim •c E. DATE _ T f ,2 / n GNEEII l l w>/ tIN V;' nrr Ler:r,_ - 'd - can ono er welr,Ien lr 1f�' Cry ct �v.. , - -- - r i - --` I III Pl '`'T`_ "ir':F t 1 ' � ' � `P"i"r I`�9. ,..'�`,'�&'ir`rl"`t`'T"OR ` I° qq11'& Rr" Ir' T► r1�f4P1r` gr' r��' rPP• 9' YgrlrPfgliu`Pfi r�Ir�,RIr� I Tr,�,>rlr,. SD -- iSJ•I -=-� /T i CAUF. �• ' A >�l J r r J C J J J\J 7 `l 7. s R. W. S. S. S. r�A M. SD-5 P SEC. 22 SEC. 21 xl 0 � •... .«Y. �.. 1 ' A C / F/ C 2 A O C E A N X Fee Rightof/YtyMyP - O'Conlour - / for Eyre/ne/rtr. - r SEx/atRocA Slope Protection e /2r/2aAacnP __ - ------------ ----- _- jDown _ - - - - -- _ - - - -- - -- ----- - - - - -- - Rock -- - - - -- - - -- ---- /3 ,9ew Prortctiur /py _ xirf, f3'Rt+ck J /qos Protec - - -- 4C - - -_ - - - Set Crass - sect /ans for Prat% Grrde Brr'J['�QCM.P. ' 1- d'x400 P.MP. Sids // A al -- - -, I ' -_ s7,f_ of Sidohi D /Dins. Down rain sCo'M Avr " exleT.va� MAAClf? J'r il�Z71RAL>- __ - - -- - - -- - - -__- -_ -- -�r� o/svas -�� Terminal End Risers ECePers s ;spa Rb0 Down /n -_ - e' xe�c K PRQ- EToeof To /us - _ s -- a' N P �_ r 2x10 Cffp ` Tiitniny/ End c ' A.400#00 A SielehhfSG'alns z9 2rJ'QI. 6dC.PxP.<?D Termkro/ End r 1LIr ub � _ 11y G6J yL \S LLL46i.�JJ �L1 Wd�LWd I hu166!,W.L1W tL1L LI W o P Wt' 1hl W 4 ILLI J W e r(i.,.e , ^ y �yyy1 J WJ Lu 1 IuLLLL WLL W WTI LL Lld i f % 966.9 T000l0ft 2vlDl o a Cat dWLLL6WWLIJdWWLLdI�LWLWLLI� �y'ILL - LLW�LWIyI y �l\ q __tNw.Jign Std2i74�1 ✓24x62 "C Corst990= 0.7s1.G Dike Zl.7PCH� -j BrtOdocked feme► i' �., nAy --- - - - - -- -- + 4 "Li a 233 %5' 3///9' .2- We/dedJlis/ P/ BiLS' Ct/fiYc..eKtfae "v2ff�MPnv 5 - - -- - -, xj - -- -- 59 - - - - - -- /- - - -- - �4. slTsrmii/o / - -- - - - -- - - -- -- ,7 - -- - -- - - -- - - - -3 - X- TO�SAN_q_EOOi ��rBrBO9_P erdrain___ _�_____ R �_e_�C o r_�� d'x940PMP. Underdrain TO ENCINITAS -f Exist Traveled H'sy T - - - =_ -__ __ - - - - -- -- _ - --- - - - - -- �� Exist. C /eonoufRre '- TT -TTTTT FxistM.P.G.R� ,A.T,IS.F. R./P TTTT Torment/ End;Piserilever C /eonoulRiserfCover TEx'isfiP /W�� - ------------------ - ----- - Termno' %EndB�irei %C'over P NOTE: SEE GROSS- SECTION$ FOR STATION TANDA41 SRYxDODN. a. ru In m __ __ Sca le I a - - _Ecru -nee - _ _ _ .:.Ii frali /e found - ---- - -. Rise Cover _ 7 - T . mot lemd a, emp Ile .alf 5940 r - CA I Scat' STA.316 7 J90 2 J 4 395 3X Note ,fta. 376060 to Jta 377 /ace ZO'• tee C"" eecroar /er Y4 Tan Rock Slope Protection to E/evatian �-ame s"a's e✓N /nge 2 •• /LOO suitob /e for o !chic% Turn Around. roe A. R �Exist /q' 1 2' Ri°GR STRUCTURE LIST Ori//J¢'Oia 7 r 3 ' Vo . 4 24 4 24 4 r Corer Cover � - e" 8xfi e' /ZA.A Jtr. tr Me. Bar Ele k, He Typs # LI ■ o' .900' J s I _ J STATION WORK TO BE DONE CAP Ct1P. C11P &c. &fl /m i Mf/ of Hr. ClAf 7 � I - O /apnaa /Arco - - RRTnx D.P. M1Edrsin Da tee/ m/ Str. 11i .Irr Cover 7 3e Ga /rC�o /t /Nut' Beach Sand ' _� NewffjV. ' 4tl/a/ Cost Iron Cover 6" with f/eteLack 8' Ex / :t. C/dY 0.75:4.G.Dike ,,- L.F. L.F. L,F. LA L.F. L.. C.Y. Y. Lb.2 CY. L _ CiYP xist.BeddedMol% 07S . L ne No Scale Washers 10-ace I 360 44 11' P/or'e Z -ex P.I7P. J/dehl / /Dm/ns 2 F / /lei /Yafeeia/ and .Sta. 394A6O /a 396 �ZW /o.caver orar to Riversbt.At.WW connect to /ZA.b. /49 96 /760 r *e Z22 m Caup/eis Bond Z ' wed 64) e 9. d;ONIO. 369096 A' 07PD4 wi MJe MkAC/7POZI MG 0 I t/r/dsidreirt Ire. r Coup /e /s i (Lt.) A6GM.PD.Q tsspectivi/yE2tees EA. 2' Typca/ 6,cavorl T Ter 9/15 + /OroSia99J+ SondB/anket BocEfi// P�r�ntafertano'6 /2} CT�ara /! /a.,a- 366r02A're Place81540'OMP. Underdroinwith 63 950 1661 646 I I dP.KP. X Oft - (Zeros,- se's'ame/ seer ;•,.:) 19f#MA'00 3Zfers 1 Connection tod -SP. 4SCM.P 4 / `' /s• ' FiitsrPlyteNo/ Const Std. 2i3',QZ wilh end Nole: t/nderdrom B4 d 2 38etoo A' o enin . Place /Z"r /3B'A6.. cftP. risers / be on /edto �? ©3err /0 f Ti W •P.tIP. J/dihi//D/Wiu p 4 q dr. E /ex /7.00i1/or. yed ftu' 1resEV•aototros5`s.ao (L/iAYI OD.wi bJAnekorAssis E2E /bow /J6 • • +► t Sfd. 4.5 /.OB wi/hin/°fExiftingR /N 2= 3Pie'ceP. BFI. t (S•s6ete / /Crwer•se,ionl d4"Ato'A4ehi //D/mixe..eemom //" Ql. Yr I�-7 90•E/boW E 10L 171111 y SIoP 24r72'C.t/P.,D.Lt 24x30'C.M.P 4 3 - P/aceZ•6"4SOPIZ S /aFbi / /Oraltm Terminal End Riser -1- .-I , cJFt;bbsstryCtRlrtppr eeACHaAN ExlrrBeddedMal% N °tes: 389 +66 i7" IRiserea.. 4fA9r6Sc*nnrctto,5' NO Scale Front cw p!ttSet/ Side Cowc/*ftEncnyed to 46 116 9190 •LIt to A oeNef Jto.3B6e00to Sty. 3944140 0.04'Opengradid AspbtH Concede A64M.P.QQ w /rhCr46ii4Cl1POQ fBr //4 CIeanout Riser 6 W. S. Pioe COnneCTlOn Tram Jtm 374oM to Sta .390 #A9. 991 + /3 4 Lr. 60AMMAM r4vwtiw&jeaAw1e4AwA No Scale 4TON HOCK METHOD A PLACEMENT. 36.90+86 A' P /atedx60'dacked HIS.P.,•emme f .; f t.tRt) YO d "CM.P. In /a'�uO /tt.(.SrsLLfal/� /94 60 STATE of CALIFORNIA P4 TON ROCK METHOD 6 PLACEMENT. r L • I / 3 P /act exl- W46cmpm with 3 An• DEPARTMENT OF PUBLIC WORKS To 75ta /as J) r '/Yin. Sand TYPICAL DIVISION OF HIGHWAYS 9 F/ev 17.00 6 ✓or r� SSb 384,00 ckor Ossi�A ! Z E /bowl, {cwrn. is Sia4 I � i E/r / SECTION bill Dioins ,Es rs •t- a:►l?GPSP. 1 r, �� 6itre/ (Oonks /fBtnFfi //f 160 46 60 9f0 Ise 66/ aae Lae 'i Brach Synd I�' a Sto.380a75 to Sto.394400 PLANS FOR CONSTRUCTION ON STATE HIGHWAY ' Er/ . A rdded a/% Scale{ 1 20 -0 X P ftpswN J* 390,75 to Sty. ?864100 # Outside Dimension of St-ac/are. "A f � U I LT" IN SAN DIEGO COUNT Y * Payment' included i C / A "Co t !M n ass ncree inor Straclare� �G PakS/ooeProteci : on �XI S.D 2 A� CONTr1CT ACT BETWEEN CARDIFF a ENCINITAS ** final Pay Quontlty d • Jrructure Excamr /on paid for as eoydw&y Excayyt /on. YEAR COMPLETED E✓ Ses Special Prowslons SCALES AS SHOWN J rNwxtf rM0lN u s "TI _DESgN 4A7NWSN OAR I tim MCommm[O M WR srAis ota•RAT •- P� , `•""`�X� / nu YYttn YY{ YY{ U I_L YI {IIH Gr Y 0.44 19" As Lunt •tat• •an•tr. p1•N• st• Cardiff and m•tatta•. (r •ct•) Cn•• ;• 4.M 1960 Am Ludt we•tr p]•n• ►tr Cardiff mad Vast -It••. (2 •At•) Aperture CA rd { tyitt.�,, hn n n{U /n -Npl ~.... tF:•r' rrrt��r�.yi , ... `w iiir� . �S{Ar ' ,� - ►�- - -.._ r' fly -^ ..�._.._ -- , pvTIgI � Tip grPPITP Irp1TM I gT11111Rli r RlTppjR ppjgljR R Rppjglp pplRpp jilijipli jilijlltll ggqrj1I1 pllpjrr MICROFILMED AT ggyRlrll Ilp gg1i11RI1 p�Ipigl ppjgRiq ilililililil lilipli ill �ilililllil RjRlijgRjq iji i�ilijil i i ill ill lilili�ilijil yRlijRlRjRIR R R i ililijili Ijllljllljl jlhjrrr tRi'Irll grIr11I Ir lr�lTrli, lrr � 1i � 4 41Y �Y �I'1 41Y '�YY Ali r . `�Y'? '9 'Y '�14I d dli SIB dl dIU d IY 'dIE d I �lil '8 ' dIY L- All 9 yalrrrr 14lrrrrlrrr rrrrlrrrr16larrI =•I REDUCTION �Irrr�IrrErl rrlr�rlr111r1�Irrlrlrrri�Irrritrir�i lrlrrrt�lrrrrirrr6lrrrrllrrllrirrl ,r,l'Irrrilr,r�lrrirlr f CAUF. r IN D J r r J � J J N T `t - r. J'3.. �.. SEC. 27 / SEC. 22 om. awn. •su.. tn+w. tw.r m.. P A C 0 C A 1v SAN ELWO STATE PARK dddi —APB! 241360_ 44 Wjj 4w B eainnina of ►o' ct e 1 _ _ ✓�� ' Sta340+00. 0 A f "11'w'W iddiJWJ I o '• ='- v Top of Cii {f LW J ylyl 1J -• / . G.,.. f',. LOCAL BORROW AREA LLL1 W11 )Iy @,4 - I Mole See Tobv/otian ` W Sul k be /acv for L acaf 'W'W " ,(,I L ' N. I 24x80C.M.P- Std.HdwR 9b�P + Borrow Quanes, LLLL L1� LLLI 1,L1 Ll L LLLI W L liLL �l L 111 . I . 4 To Spfego_ - - - - -- ----- - - - - -- r ----- - - - - -- -- - -- drb --------------------------------------------------- - - -� -- '-- - -ter —ti : 82. S� /0 /> - -- T: -- _ - - - - - - =_ 72;r7114'CPt. �h /B "xS2'RGP withSpc /.CI 24i'la-f A 24x70 "CrIP I( DR PLA' 12100, N c s t MONTGOMERY AVE. el / Scale: '1' ok/ These bolls f nv /J not INDEX OF SHEETS furnished ,,vilh Posi Assem.. Sheri Na / Location Map, Plan, Rai/ to be fastened to 5' ` 1 K Heat PvJ1,4ssemb /yper Mona- q, Description Finis Teat. Typica /Section, Defai /s / facturers' ihsfiuctibns ' _ _ ,� � i ^ ? Plan, Profi /e, Typical Section, Structure Lisf Details r 'eel in gJ S°ppo;tin� Zinc- Yes. " 34 StandardP/ans /! Posi- 3Leoves3 %pr% rom. Brinne// " /-6 Cross Sections I l / / Chrome Iranadrum A-ime 29S-3. /S Ex/Jtiag /0 2oek Slope Protection r' Jheai Lenyf/u S/ee/ Coat , P/aer LO' % ran Zack Slope Piote %lion tealNG2lrrAZB L j ie ,/ - - //r / -ran Yrr '* r 2 / Head Not% C -1, 1 34-R e -run Go /v Diaw Yo Elevation / Z 00. Lm{HGZ6B= /9 24'xl /G'C/'2P 24:r66�CN(P 4:r9G'CKP Thread a {ter /vonir /n faeGo /v. h LeoFHG26C -/2 P ILLI I 1 d f l LLLL LL4 LL1 11L Ho /es Lock A w er S.AE Std ld /t T. er A ax /mote /x nn/ &wR'� _ /2 "x /03'AACttPDD q Line BENCH MARKS / 7 " Detail 3 / 6a/K akKy E o/L /BoriawAr a I 1 L11 .1 w= r LI. 4'0000 x J /o/r'&r M diem _ - AneharBo / /- / -Dr /4 Lon , Yes -AMV .. I �x/sr il.eack Sloe Station De sc r iptio n EieK ioAo501/. Rail End g u R w i `= LZ'�suC____ ,rAU• P 4 2 Sq.Neod, Ha / %C- /038;,Pe- Go /v rawhy4v __ Protection E' 5000' a M 43 Leaf 1 Flat ran thread o{4r a/v ; x lion &x T • /74.60' 78 Rt 3G9.7S , Usc. 1'G.S B /Y T -13/ l B N an /O R e {are Go /v. - -p ------- - - - - -- E — _ - - - /YPG.R, !!� 7/36S r� �R P /oinKOsher- SA.E.S To L • 349.07' cone 11dwl 019R. Culvert. _ S 4 alum 601V No --�� -� �"Sr=- ��.,� � - • � i I" `i++-3� V• r� R :�D � Tie bo /t Nuf- -/ He•5Ne/. -- 1 3 0 - - - / ------- - —� - -- 6 7 — L e ORt378,,G5,979 R.R.Spifre. 72.53 + j� L G / StdRe•ivnthreodof /er Go /v No �� -+-F-r _••• o /voniz/ir . Z4i70'CMP RW 3�J "ve9p�c /2iBBA.ECt1P. / Diopi /atfto %far 'J Anchor Bo /t N° /- / -BNex. 9" 7 2 inside 24'C/NP par �x at% Std., Re -run three Ga /v. No Loealed eel ro //y es " d'60 3 /er o /ronizin . / — �, xh°rB °lh I'rf P/oin ashen ®SA,E. / 6 8 / Std. /7edium. Ga /v No _SPRING STEEL SUPPORTING POST Erdf. q,C. Sand Lf/.nkrt Er /,ring C /!,Y' Fact CONSTRUCTION NOTES - T ELroaknrr z , ASSEM LY FOR METAL GUARD RAIL Ilsl ASPHALT CONCRETE DIKE S cale i o f r PA nl Sta to Sfa. Line Side Len th OCE/4 Jond L1/°nkrt /d >cAri // a, End o} Pro eel Fi/rni ? I' Tour S /qo y a PKJ? J/aehi// Orlin 3B/t00 3BSs90 A" L# 490 Lin Ft. /Yat /ii , _ $f0.400 +00,00 Gilt Cr/rr- nctims rbi F /aw•Lire4iad/ METAL PLATE GUARD RAILING — ls %r /4 Anchor__ r e90 6rvr;�rahv Ls� Sta. to Sta. Line Side Len th Bolts r2'" 0 _ a "P i s • qn • � B � F/H.rnat.ri.r 38 /t 00 384x50 "A" Lt. 350 Lin. Ft. 2 RI 2" ®® ( � � v ® � MP. J/deh/// Drain I U. S 101 TYPICAL SECTION i _ F //rmater /o/ F /ow L/n fsre Cioar•:r hr e / R .� r Grodr� Z I iri i �i L`Q CI'll2 UNDERDRAIN TYPICAL SECTION eigh EHILL DRAIN R �O t of b'L/ne Left of - 4'Ltni Jta.dd/M00fa J ro, 394 ° ee ae \ F 4 k S N CI �/ Sta366NoScale.J95t50 APPROX. LOCAL BORROW QUANTITIES 18 0 TAS 9 flax. Vor. Mar Sta. Sta. Line Side Cu. Yds. I � LOCATION MAP s /0 - I 340t00 34f,,00 A' Lt L0, 000 Piaeile( sMr o✓ e E Lanes n I 345100 350 „00 A” Lt. /7000 DETAIL OF PC.C. BASE &%4r/ edge ofShau /der 2 5 b r A 350/00 35Ss00 it" Li. 4 B " ' Face of xis 1 Edye of Shoulder Line 00 FOR Scale: l = 1 0 Cliff - 2 ' _ 6 %fYpr. 355000 3&0,,00 " L 6 "At. ,000 - --- METAL GUARD RAIL POST STATE OF CALIFORNIA I 3GO „00 365 „00 'A” Lt. d DEPARTMENT OF PUBLIC WORKS Note rodin ,yfart of Construe/ a /'bo/lom /)i'fch I No Scale DIVISION OF HIGHWAYS S 9 and proceed thry dirt dike a/ 100 inlervo /S 365 „ A” 00 374,100 Lt. 6,200 `' Sovfheri to •SYa 340x00;4" Note: RC.C. Base and Sprmy Stec/ as reyvfred. -10.5' Suppor/inyPestAssembles to PLANS FOR CONSTRUCTION ON TYPICAL SECTION LOCAL BORROW AREA f 5 be /0 -0 c %. 0. STATE HIGHWAY Sta. 340 +00 "A "toSta.374 +00± "A" f'EYis,PM Q Sale =I " =10' - -- _ IN SAN DIEGO COUNTY F BETWEEN CARDIFF 81 ENCINITAS (XI �.D 2 A� DETAIL OF A.C. DIKE C T 63 r / o Scale' 1% 1' S SCALES AS SHOWN t / �. IF _ Nw �LAu PROJECT ENGRNEti DATE DtSRGN [IVDINefE DAIS Al EECOMMENVO EY_ DATE _ �= e ?./rv /.�OJE/,iwaatrc ! -6� r #�y /O CAS 3 • Flit ce•ur, Nu. n:u or srau nm: h I. i MICROFILMED AT Illy „ , T I , , r r,,, r l i I I I I I I I I I I I I I I I I I I T I I I I ril'I' R I tTT TTtT1TIT1 �' rITTiT��I� �`TiTij'y�� TTI TPPr�I , i ,T, T , �JII T T � TTTT mt 1 I , �l� I I i I �� I I 1 1 4J� I I 1 I (♦ I 1 i I �� I 1 I I � I I I I I { I I �� I T I I� fill I � Tml � I 1 i 1 I � I I I I If� {Ir 11+1111 Il��r iii ili rl�ll�i Ilr iii il�l�r r�i iii ��I�i ili r�i il��i r i ilr ai�ili ..i r Iii I Tai iii it �r rli rlr r � ' I11111 �Y 'J� ** 221:1 REDUCTION 91 T*� '��1I �1 �y � � A l � m- t.u l 1111rl 11111111 m 111111111 111111Il IIIIIII1 lfl 111111111l 11 ll1'1 fu ll111111l l�1111 _ 8 111111I1 1111 - I 11 11111111A Illltll l - 1111 -�-+i CAU►. J r� JAI J r J C J J J�� r Y 7. 13 s.. . 1 ; W . .7. S. S. I\il. SEC. 22 SEC. 21 XI D 2 1 A 2 1 4 -� P A C / F/ C 0 C E A N .. -- `�OCaniour -^ X J'ee RightofAYoy Mo/o �- O'Confour for Easemeo /s. r /Zr /Z8AB.VIP SExmt. RocA Slope Protection � _Down � ra C in___ _ - - - - -- - - - -- - - - -- - -- -T -- __________ -___ - - - -- VWProtuct /on N /3'Rock �_ -- - -- - � Exist 13'Rock 519os Profation -- - - - - - -- -- Grade - -f -- �._ — �- -i L�A - s1 Ses Ci of Dro Se Bi/ B4M.P. Z- 6 r4 P /dihi // D/SPOSAL AR ( /Zr B. CAP Down rain - - SCon/our r y €xIST.;FILL Terminal End Riser_4 Covere - _ F ?JV 'F•• /fi B'x�d A��MP6�A -_ _ __ - -__ _ -_ _ -_ _- Dawn s -- � - B.IG,ypgg_�ToeofTo /us PRO T —�� ►� 4MP 6'x6dCAdcm..PDD Ti�mina/ End E Terminal End A.400 �j j r axle — 2=�! I, 1111 ''1 r29 ' 1+3'01. 2itsrsJl Qi V� +00 A w1 il`" 1_ ` +Wl 111A � IWLL I,W YIIY J,I� I,W,j l� 1WY 111110 1111111 IIII�L LILL 111111 u11Y1 I � \ ,f 141 Lu '� Il:lllllTLL uu �� 11 7 P ��LLL�� a u L41Jy-, To ofC /iff Cons/Sfd. � W�Jy i , i , IJ4V� " W �y� WilLI Exist ;? a � � �. � �, � I & F'/, !! , 9� . y' r,., F P 1 dLLLL J 1 L LllJ W LL LW LLW.IW t JJJ W i �W o \ i Top o Co/ h °� -- 1 -4: 1 17, - 6ifB ✓ocked TeiAOYe % ofaAi:tl Std2rJ: ?L� " -- CI`!P. --- - - - - -- i - -- - -- -- - - - - -- t�0 is ✓24'r 62' CMP. 1 0; i Wi/dsdJtst/ Pl B "x2S'C/'1P.3 `ceoercf to B;/19ABCMR fi a e * '' � A" 33'5' 33//./9 e. _'__ _ - - - -- -- - -- - -- - -- - - -- - -- -- 3 =. - -- — ------ - - - - -- - x/.Termiiro / - -- — - -- J �Exist.Trave %diYay 6 x � M DIEGOi xi 6rBO9 P.M.P Unde�droin _ -_� Rise_g_Co ��' 6 "x940PMP. Underdroin -- - - -_— TO ENCINITAS - - - - - - __ Exist. c /eonouf R rerf cewer Exist. M.P.GR� ,rA.T. d S.F. R.R. Tsrmi d Riser <Cover C / eanool Riser 6 C o v er Exis/ E,a Terminal End R /Ter A' Cover —J'-- p D' T NOTE: NLE ONOSE- SECTIONS FOR STATION YARDAGE BREAKDOWN. Fl CV , 10.00 ' , Scale: 1 D 501. i 9 ELEV - non �= 1✓f Ly' Arable 6raunal 2L Rt. ;4 'Line -.EATON ROCK ELEV. 140L•' __ - FIISr. BEDEIED MATERIAL L �EYBANKMENT � Existing - - Teem %no/ End g0 \ �� 8"x27 �p VB / \ �� ?4 71 CtLP C/ STAGE t - / \\ �J g / 6 C.1'1.R L C�sr , • LD CLI FF FACE \ -- Termina/ -Cord ; c. EV_ IV 00 - - ' .' - I -_/!- I STAGE 3 \ ` 8�C.M.P I -0/0): 6z 940Pt/. P1/r/derdr 70 a/n { ; TO Riser. t o - EMS KMEN 2' !I • '.�. - 5t 21 TRAVEL _ _ J 60 E 5 8�Oelhed W. SP. '19 40 60 \ _ -f - -- - __! - �l _ _ STAGE 2 BLANKET 6 y A CKFIIL 0 s0 US.C. f G.J.- r afum Pert _ 1_ - 1 -- - - STA. 386 7 8 9 390 / 2 3 4 39S TA /Vote bra. 376+60 to Sta. 377 +30 /ace Zd Jet Cia r srctiom /ate CO' Tan 2oct 5/0,09 Proreetion to E /eration �'!s 6 d /lingi 2• y R/w �p Z.00 suitob /e r a fo Yehie% Turn Aiaund. roe A. / Exist -9 — � r ,o• 9 i t nPCR STRUCTURE LIST Dr/ /ly "O /a e 3 s' ya • 4 Z4' 4' 4r r Cover Cover F /ev. /Z00'ln900' �_ —_ rim e C M P 8' C11P Str. tr. l or ihs Type # A - C � " I - Olsposa /Area __ __ STATION WORK TO BE DONE CHPC/7P Cl1P Era BLfI /ron/Pein./TAf/ of Ht. C /.A "Cone Cover Bench Sand RRTrx DP NIS.P. dmin in OD. tee/ fail Str. tlln.S 7�q Do /t /Nut TON ROCK NewFExisf' 4iVar. Cast Iron Cover B „ LOCk B • 0.7SA.C.oike J. - L.F. L.F. ! .F. L.F. L.F. .F. C.Y. GY. Lba with flatl GY. Fr. Y. - CKP xist.Beddedtta/% Erist.C/ /tr E A No Scale Washers Fo<e F lYP. GJ2. Line 360 +64 A' Place Z•611 P.M.P. 3idehl /Groins Z tF1 /tai tloferio/ and Sta. 394 '.60 l0 396{20 iYin.Coe,, ovwe to Risers m. At {96 connect to /Zsl.6. 149 96 1760 AIiE! Z22 Coup /e /s Bond so oAeitr %eArl. d "P.t9.P. 369 +96 A" CIIP.QQwith6xJ6Ab.CAIP,00E6 "M C� Cou %rs I l/ndeidio /rr Sta (L r.) A.ACM.P.DA respective /y�Ztee6 EA. 4 __ y 2' Typaa/ 6x°vanm Ie. + /OtoSfaJ93+ P./YP Soga lelet BocEfi// ol0rens..to/sondB /2t (seeoerai /lC+oss- `366r02A to P/oce6r940 PM. P. Undsrdrain with 65 950 /66/ 646 1 I I pn 6'P.H.P. ee3i7.(SmC "Sj- S..rion4 :.trio �J 395r70A - (Rt.) 3,Piseri 1 Connection SodW.SP. 4S'CM.P. 2i ' x ' F//ter/7ater /o/ Cons/ . 1 with end Noie: Underdrain -- Band /5' Z 38Lt00 A" o enin . P /ace !2 "x /36'A.6 CiyP Cou /ere /0 'P/I.P. .tidgAill Limm p y risers to be angled /e �� s Tal E /ev /7.061Yor. r es f.TU Jre!?/ObrOSta -94,00 gtsAY) O.D. wiih3AnchorASSin f 2 Elbow /J6 R r K Tr Std. 4.5 /.OB Wi>fiinl'ofExis /ingR /lY T 2 2 i " a 3Piece dconiAtolioshi / /groins. 2emovs 1 / "of D.1 var. / ' 90'E /bow -'I Su Derei /�Ciew�secr��n+l E /ey. /20� �/IoPs ! 24"x 72'Cl`1P.,D.I.124'x30'C.M .P - nv'• 4 r Place2.6"4S0 S /dshi / /Oraltm Terminal End Riser 1 er.-i /drLASbertssCewatPlpe ExiftgeddedMal% J89+66 Front Goncire Side i c BEACIIBAN No te a To /.2/ssrsa At339r66connsctto6' 46 //6 990 lKRrw 114 NO SC018 w..xP/ps ( /niet /nor /n). • Urfa.3496{00% S/4' 394'. 60 0.04'Opea graded Asphalt Concrete AACM.PD4 withdr46A,ACM.P.QO. &x Cleanout Riser S W. S. Pipe Connection from Jta. 374#00 to Jta 390.00. 390 * /3A Lr. 66AWMP,24 No Scale 4TON ROCK METHOD A PLACEMENT. 5&9 A' P1oce6x60'✓ac1ked NISAromme Y4 TON ROCK METHOD B PLACEMENT. iLt.1Qt.) to d'CM.P. /n /d!e<a7at.(SsiLlrta! /) /J4 60 DEPARTMENT OF PUBLIC WORKS / 5 O t 75h 6x /.9I 4 Place 6VIPQQ with 3 DIVISION OF HIGHWAYS TQ /us JYog `• F/ev /z00 d yoc /0 .fro 3496+ ckorASSirE � Z E/boWd, 1cAwn. ro Sids eY/ !O Moekfil /f Sta TYPI S StoC 94 +00 A?AWAV Z•dr 1 ?G /tP. 46 60 9A92664 661 L06 PLANS FOR CONSTRUCTION ON Brach Sand I iT ExhrOedded aiz Scale' I'020 -0" STATE HIGHWAY X J* 360'. 75 to V ,18C-400 outside Dimension of rtracl�,re. IN SAN D 1 E G 0 COUNTY AeOc/r Slone ' >/Otl ( X I S. D • 2 - A) F Payment included /n Class A" Concrete (M /nor Stiuclur4 ip1 F /na/ Pay aaantity BETWEEN CARDIFF B ENCINITAS Ref Jr Excamrlon paid for as Roadway EA CdYat/On- , d See Speela/ Prows /ons SCALES AS SHOWN LAN t� � nK'U¢Ci ENGINEEi JAI{ DFRfiN ENWNENI DATE RNOAVA[NOFO M DATF wy l0l " G9SE 3 b�` 1 !_ R MICROFILMED AT �1• I7�tTtirilr7q 22e4 REDUCTION A ll II 1 - - L p 4 �'� aTAT2 I[pY1L MOIgT NO. YY,r W. Y.R. F, . 1 '-3' 4'4 III 1�'1 I CALIF -_ - rD Ike o - . - 1'Charn -g' ...1'Chrrrfer Toacccmparrf piano dated *,L ?/ - O `]� —7 tD aw.. rw,Y aww er,w MYr TRY a Call Iron B Ft7lrle l B o ;e �A D I I b be rn eMd M the ate X/ 50 2 A 3 ¢ D _ ff 'Pe i C O C - y °'^'g • - ; 16' D a appmY•I eecommn I O D/ min I I �' I , ' (Alt ) L 11-4 Engine. �L o • bsrs.. .. -Yi : . k. , ; :lsr; �; Arp.nved October 28.1949 _.._ F vement LM T .� 1 1 21. __ / Etrf 81Ve N Lap 9r•L highw•r Eneinw Civil En([ i WPM 774 'I FRONT ,DOUG HEADWA FRONT V. SING EADWALL ECTION• S LE AN� ssa ° 1 O I' 1 a SECTION'C -C SECTION'O -D 1" �2 lk • �1' COVER DETAILS �� - 6 %wveni Standard W ' t Pipe Loose et on concret III �• .Met to i -:'- •E L.I_Y 10 . Vari a Steel, -- Ij --' furnished State t r d _ �I la . —�"I a l /x 1 ,v - oss B conic... Sae OPe'I•It E I Era o ° il' p Si k ' L' a L 0(13 a Smooth v. bulkhead 0 " _> T -^ _ e• f @• Cl. B Concret q 14 Dss r. I 1 I _ I 26 with ' ben — E r _ I I IS' 5 T- IT 2'- 0 ..info. ds. 30 Q56 0. i? I I:.I Ig -6" 8'-O" 22 34 064 I I of r D T w' rai0 Wp go i 1 .n l bare I I 7' 6' 10 29 43 0. 129 n9 s. . pipe I I 'c'bMa u I I I •e 9'-0' t 4' -6' 35 51 1.68 15 ; x 3T D _ 10 6' O 5= 40 1.56 2.11 15' ar is Et N o P m —�— ...... S i b Cuter I I I .' `0. IT -3 r0` 7Y q — Tox d oxol inlet S Nleldedintofrsaw TYP B 2' 0" ®IB'Me 7 9' S'- - 7 57 85 279 6' FRAME SECTION —r r -0 e: Wlwa SURVEY ONUMEN I evwn - • 2' - 0'� 6'j+ -•-I6 D +12' 2- B f'i min.� I+ DETAIL ELEV' HEADW SE ' L HEADW 'L' wall ard ities wareveriaW o.mol Edge ot utter PLAN � SECTION B-B ELEVATION & SECTION AA Quant' are bow ont OfC.M.P DROP INLET WITH CAST IRON COVER PIPE H ALLS z /x:Copperwi - -- — as Earth fill Surface � -0" T grade I-- o. 3' 74 2'11 7$ b � �I I � I C,V.p B a a Menial y� - w •' 9' e YPICAL CTION �� Ylelda I I 1a L 1 1 Q . a L.� - Pipe__ 7 n 'appedwdh > S ? 6 . i rT -- Hwi2 2'dia: 24 Ma D = '••••Cemen rout Z> M � ` ° - i I t I q }- �.� -�..0 � pg Ends Bulk . ,o " _ro St ' Band Coupler. w 3 24 "or 1 l I _ LLLLL 18 n'uDg.- �.. 1'� -F- •l' r-Do I' T p` Gauge CM.D ° Tst ° x l rI IS'� -"- I-- --- - ---' - - -- - -- Cower to be made in two sediarL `., :n ECTION SECTION • Cuxop s .r� Outside Subgr Inside Su de Q - - - - -• t 3'3' g ro Letter' one face on COVER PLAN - c t p �>. 'Y - '8'or12" - — u I L._ a� 3' A rea for rout NDERD AreN se to be ginch DowndrC' _t(+c 6' 2' 6' $' Bulkhe to Vac La%thOfCover•9 � L r R/W FREEWAY ESS PLAN T _L 7o;C 3'min. -�i� Y - A p p rov .2' c �a FIE JOINT F SIPHO END IEW -- �a E CE I Side £ L .. I J•J . . p outlet pipe g- No Sfrp.lo ; • � c NTR APE I Opening t E *__ N ° ` $ Outlet P1 6'long when pJOint isused• D' . O'tol5'Fill IS't Fill 13YVIA1111h 40'b50Fi11 5O RAW IW b70'Fill RI8111111 ll e0b I I _ J BTba I I �— TZ •. o i c 0 lop...,,.•.` Note: Cc reSS100 ups Its to be Iw Size Six size Size Srce SDEE'int . m ti UBATED M PIPE Install to . 1'moveent s oimension x struts 3 SN 4l.- ....._.• robe Ircommon 48' 4'.4' 6'•0' d 5 =6' 4x4' 4x4' d'•0' S' 4i6' 4'- 4'z6' 3•B' y. - cb F � . I Ji y� ,b ' 10' 'toper -not ated..___._.••- 54' 4'x -0 4 01 4x4' 5 -0" rxC ' -0" dx4" 3-6' 6' 4'- 4'x6' 6' 8'CM.D / 4 s n ey, 60' 6=0" `: e �! '�� 74/ Ord S.; Pi o Berta ler�' E Or 4x4 u r.. `:�'... Pi tbepeeed l n....... ` '7geb - a led o cxoetebv Engr. / .sills) resaion'` ntinuous 78' 4xd 8'- 4x4' 5 -0" -16' D +12; 3' -OW In 6'I x'lon8'• 84' 44' 0' / 8'C.M.B 'n- eVen SECTION B B ELEVATION 9 SECTION A grained wood 90 4k '6 1 7 a u:-4 - Strut x 96' d 5 - 8' ELD AS$fM8 PLATE C ARTS r uBolt Handle UB Iron... Id -." T % Slrut i ,:s ,, �,; to cr rccessea in N ColtHa ilk -� Ilar of 2'p pe Lo sill 0'4x4' -0 6.O x64'- 4x 3•r Ci d•6 6x6'4• 6x6 " 36'6k 4' -0 -G concrete COVlr , " to drop ilr.cneoraer. h R� ( inuous) `n e y Collar of 2' 75' 4xd 6.0' xti 5'•0' d'$ -6" 6x5 4 -8' 5'•01 6x8 -6' 6k 4'•0" u , • �- �" :e B Hinged Screw mp•, i 90" 4xd 4k6' 4.0' 5'-0" x 4- 6k8' 4' -6' 6' 4-0' It 4- "-.,.7 •z4 rdwr bars welded to ' F'S' .....- " "'�x Dlate = old 106' dx 5-6" 6' 4 -5' 6k8' 8k8' -0' 159 Pipe Slave I Cla ones of Angle Iron N I e • Weld... 1217 6' -0' x6' 4• 6'x8' 4.0' 'x 3''6' 8'x8" 4- SECTION C -C HANDLE DETAILS , = '••; CeNe � I r -0' 18' 6'x8' -(r 4 -u .Mw'Ibke 10 M !YLR' - '.. 'e .va` S�` RUT DIET S ex6' 6' - 0' 6 4-0`1 Stir ls- x " 4' - O' DROP INLET WITH CONCRETE COVER a.. IN Drop Inlet quantities, inlet openings not deducted 4' rx8' 4''6 Sr 3'-e � $ r � Based on minimum a r -s] �... �.-3• ( A 17" � svl by the EiA� I , Ey = CORRUO D METAL IPE AND IE'..D ASS BLED DLA CULVE S D Alders bars "C'bera St [',. 4 LTERNAT YPE P: u "iii 0ain link ''•2Yz'I.D % I ing ST DATA Na Na h Na ls'yth lbs. C.Y. ALT NATE TYP B 18' 10 3- S"I 16 1 r -9' 112 13'-9"F 86 0.91 15 Aw 24' 10 4 -5' 20 2 =9' IS T -9' 108 1.10 f h € STATE OF CALIFORNIA 30 p 4.11 22 2 = 9' 16 4 124 1.30 `e DEPARTMENT OF PUBLIC WORKS 11 IT 26 r -9' IB 4' -9' 154 1.65 fig' CL D BAR DIVISION OF HIGHWAYS 5 i�P i Nets: '0• nominal diameter of pipe f ' N- 4 O ILS OF PIP ANCHORS Steel in alive, ewer and an iron not itxdRded In li la' .: , STAN DAR D STRUCTURES `nforc°`r g �ike a i ' Fill °epoe � �t P ope i to ; 3 be inst l d boas w ith SPI LLW ASSE Y AND DRt W beinbpteew PIPE HEADWALLS—ETC. oortcnk when by the Engines: depth of 3 grtakr L Cast Steslawt9•d Rev. Aug. 1958 Rev Cc-. 1957 It" Jul. 1957 RR Sepf 1957 {e. FRev ��' t •, L' e �. iv, 1951 Rev Apr m Aug fo WWI, Ma-. 1954 MYi•Ie xev ass -/ y� 1 t� to Cant Iron EYm. GaHrtising See A k71 See A•69 Ud r•rdrMN Gn4,mnc.e: Toper Survey Mon, an. p,'rw noon. thornmier wl. OwniHlss NOVA c.w.y sr NWl ,g p L�N 5 0 - - Na la ehse 3 13 -...- ._.., i:.y 101 ': UYSfe NAME END DEV111TION ..u..e j• +.4c !%,0 '.- 3uilt conatr plans btx Chcsterfi�ld :n m,a Crest Ave., (4 chtci Srerture Card v... a e,•I VS+ -•vn slot MICROFILMED AT r) {IrPr�TIP 11TTIfTPfIIViTPITII WIIIITI Ivlil�gIPfrlrfrVgltff [FITITTTfITl911ffrlT"TlT Trirlr�r rinrPTrCr rPn�I T�RPi TPTT1 (Rf�TfT I Q T�jtPTTIR'P�$'Pn1TTTP''PfTPnP� � ril T c iIP TPTTPftP iTPTII 1 �E ]I CALIF 91 �I SI i rTrTr1 I f$`TTI PPPUd a �fTh r RirTr(?T °'T L��$�T 2= t I REDUCTION , i I E I r E� I I I I I I I i rl E I I t I I I I l E ui111L 1 E I E E E, E I E E E (1 E I, E I I E I r 1 I E E I E, E 1 1 E r i E 1 E E p i 1�� , IE1 4 11 rl�rllr111EfIEII Ill11 11111111111111 fllllllllll ll LLrll Y1 11111111 __ . _ •" To eccomO�Y alien 14-go, smooth gotv bulkhead with reinforcing beads 4''F 24 or26" 4" - -�� 6' "� `� r Distinct COUNTY sECnoN "•^ ° "` I 14go. smooth goly. taper with reinforcing beads �� 16 "w l6"�"II�L ( \_ _ ` � X/ SD 2 A 4 4- V_ 1 to I APPROVAL RECOMMENDED h 3 Corrugated Metal Outlet Pipe 'to .n Downdroin flume i6 e 'aia ( } Collor of 2" Weld g E" T Opened owl net 1 2.l\ corru tcd metal 10' sections - goly. pipe .lam I Clip bracket P� `� I • 1 ' , of er F �\ E I of rXw LLlc�ilw No.5ao 2i -t- 6=0" END VIEW C ! Taper joints may' De PLAN Drill 6 top for } "x Iq °ore November 19 1959 welded or riveted bolt. -- - r*, 1 -/ 2 • ` Apao.ea ENTRANCE TAPER 3Y 2 "■ " amt Anchors s - Maly. angle min. where fill height <5' _ �/ wh NI wa n.a -` - "'li� Slotted holes for CWNEn*M LkMn. Nor 309e M „ a'x 4" er: goly. bolt. — Shoulder - � �/ Op"ly Stop Nlykwer Elglmor CM, FilpNrer Lkvme No.5945 Valley line. 18" 9' 1 6• u 2 Dla Hole '� Slotted hole for �r rrronce Toper E `j SECTION A -A ' , galvbolt .. - 8 "orl2"Outlet Pipe 1}" gale pipe, 6' long Nxi. 6 "min w 4 10'orl5'CMP Bulkhead each side of flume ` en or Point Flatten - 48 - 12" ge 12 ga „ 'n �3; I- �- - I B" - -� - -� _ 20 "1 go v. taper I Flange O" ,lby Flume stub Overlap `\ 76� ., ANCHOR DETAIL F Weld T 16gagak v• m Install to permit I r L- N SIDE VIEW 12 "movement . > , fill 12 Go. Gal ° o b I MlUlors Bulkhead U. a '5 10"to8 "or15 "bl2 "Tper- ��. n E 18 61 --- II =_ not corrugated III Dow l�eo' cD �o . rtdroin u �- 5I Bond Cou v w ° \�' I SECTION 8-8 0 1 8"or12" Dowrldrain Paved Gutter rS - w Pipe Anchor — Flare i_ 12 go. 11 SECTION A -A A _\ - Anchor A gala A - 1� A l Lr 1:1 Slow m \_ Ikhea 11 i Notes Cable, slip joint or c =� - !>! .T 10 1 _ :l8" ! II _ _ - anchor assembly to be 11 1� �ectan e n placed when specified II m Weld _ - -- -_ -- - Use Id length of gutter flare on 1 , 11 7210 l �/1 l both sides n sag local, in. IF Flange ( PLAN ENTRANCE TAPER AND PIPE DOWNDRAIN I TAPERED INLET AND FLUME DOWNDRAIN We I- II }" Use 10' length of gutter flare on both sides in sag location. TAPERED INLET Col lar of 2" Galy. pipe U Bolt % 0( %" Round Iran � Vor V Round Iron Wald 1 Collar of 2' /- 6 F I 'Wee h"R� galv. pipe _Shoulder -+ ._3' _ 1 ran . d�2 d e, N 6 � 6„ u. - • in. 1 46 holes r IOYrarl4Yr' �C m 5 Web t - • IOtta 141rr 12 Ny ,E: -. � J I O 6 =e' Weld I- q•min. N 'n 2 8, is 74'pbta R� .. ......._....... g a 2 SECTION A -A r 3' 2 "Dlor 17 "ar 21" ? m 2" Din 1414 "a IBy "- o c oil Lo 6 s/ecomrnonCableor / 2-% C e clamps a obl 5 WITHOUT CABLE _r $ wire rope,galvanized. two on each side 5 -r = One an each side. $ c ~ ° Note Cross - section of slope ditch WITH CABLE 4 $ o o may be semicircular, vee or 44 d . ar trapezoidal Mim top width =25 Cables and Cable Clamps tobeused w � ° o Min. depth= 8" 1 when specified E j v ANCHOR ASSEMBLY V R° g ALTERNATIVE A Pave R =3' _ n 2'iz --r 27z A �. m� A f i1. t, —1 B fwhen d C AAW A �_. Weld I � I„ l2" � SECTION B -B �119 See % cable �Collairof2" ^ Top of Dike =�o Detai9a f�Pe � m e PLAN able lamp d ASPHALT CONCRETE SPILLWAY 3 a° bles and Cable Clamps to be used c L`� g to be used on fill slopes flatter than 2 Use STATE OF CALIFORNIA I specified. `o $ �^ ! a 10' length of gutter on both sides in a sog location. DEPARTMENT OF PUBLIC WORKS 7" Band Coupler` - - -- "� 17, 1 I 4 DIVISION OF HIGHWAYS I For payment purposes; " f- " Holes to be — 4 - q „ --..j �3zx�4. n 12 Band Coupler In Anchor Pipe St y shall li X M � __.� aterial b to e %4 plat ANCHOR ASSEMBLY e Include two Pipe Stakes. 24' Band Coupler- 5 5' All Pipe Stakes to be Galvanized of ter fabrication. ALTERNATIVE galvanized of ter fabrication. OVER'SIDE DRAINS A70 -1 st Length of bond coupler measured 12” parallel to the center line of the pip- PLATE DETAIL W Y /o ol / PI c. 11w 4 .'vsE 3 _ HC,y 101 J[p __NIVE ANO O[SLPI Vi IOX �• _ 3viit cca:'.r plans btu 7hcaU:r`iai ani crest Ave., chtsi crm:c• ,.:rd ...... ';mTr ❑❑ T]y TTTTTTTT7 T'ITT'Pl ❑Q 1117TH ulPPhm. 711111111II'' ! 111'1' 112111111111111. 11111111111' ZI711111111111 %{Ipl'1111It%41 :I 1 'ill 111710g1111q! 11$ ill pp 1 -11 MI CROFILMED AT 1111111111 IrTl lllllllllllll( { I � IIIIIIII' 319 11111(,1111 O II1j1111111 � IIIIf IIIIIII�I211111111111� + 111111l�l�llll + lll�lll�lll �ll �JIL,lllllllyll ll(,I�Ilullllll l 4l ; ll ' 1111j III U 111T11 5111 irl'T ��'�12 T' W 1 T `i T ` ` T w n 11 'zli i2 a ■ i p ej 7 � A M a 1 L1i�- A11 ' J1 11.'I111 l1 1 1111111 x1 1111111,1 1„1dII,I�I IIllllll,ll�I,,,E711, 11111 1111 ,II,I11„�11,r11111I Y =`1 REDUCTION " I 111111,1 II„I,II 1111111: I, 111111111, 111, 1,1 1,1,1111 III1 11111111 11,111 1 1 eAUr. BfG/NN/NG OF _ PROJECT ;rI inG XI VI ; al. p 2 A I Station 332 +00 A" o R_5 "5• My ___ - - - -1 - 1 L•67959' == F �2ar80'CMP ---------- __. -__ - _ - -___- ' - -- _ - - - -- - - - - -- _ - -_ bin Exist Curb _— �4- ° _ - -- — N 2 _- - - - - -- __ - - - - -- _ _ _— _- -- - -_ - -_ 4 REMOVE PCC.CURS Consbeet Type ..C-1,Curb - -- - -tea= _ =� --- - - - - - -- w+ = -- 4' 30 4 ' 14' -- - - - - - - -- --- - - - - -- - -- -- 7 - W6/R(yEL P - -- __ -- _ --- -- - -- �.-r -r 3 -- - - � — I c .r.- .- .- .�«. --.< .�«��r.�rr�rrmtrrr-.- -r.��.+ -+ T�rtrrrrr.- rr�rrr��-tT rrr�rr•r.�Tr.+�rr.- .�y��_� - _______ —� 'C, /8'T52'RC.Pwilh .Svc %C[ .. \\ � P I JF with w v vc //s A C �r p L ' END OF PRO JECT O C — P�° i PLAN Station 340.00 'A ' � Loat''1 i4 1 V � M {1 LL o „ - � � — jp Los Afge%s SCALE 1 =50' —_ /ENCINITT AL %SF. RAILWAY / CARDIFF A LINE Cy�• �� I r13S5 Rq @ SIDE DIST. WORK'TOEE GONE C-I C_3 GUIDEPOSTS MARKERS �' -� w S @ I 3 a' =r STATIONTO STATION TYPE 0 W61 R / ��_ / 3.39 339,,25' Lt 14 r- Place4ledion Curb 635' 33 r O 3 9 5 04 vor / MkhOn Q 951 / T,1 SME 339 +25 Lt /3' P/oe r' ./9Yt sc%r 15W 3000 4WDFeer� 333 +00 3A4+00 Lt lZ't✓ar /ace&1A*Ak sfsm25'Infer ✓. 5 506 Z6 I 70 TA L S 6 T5' S I LOCATION MAP NOTE: ALL GUIDE POSTS MARKERS TO FACE SOUTH BOUND TRAFFIC CONSTRUCTION NOTES INDEX OF SHEETS Sheet A61 / Location Atop, Plan, Typical Cross A Sect/w, Construction Notes Line 23 Standard Plans 0.17M1 %n RAd S C -/' Curb Const C 3 "Curb x Sto.336 +50 Fo 339 +25 .r Vor. 22' 1 12'� Vorla_ve 4 par- 9' 14 B Vor. - - -- - -- - -- - -- % i 0.25'Phnf 01&d Surfacing i � /fA�'Unfieo%d Bose i i TYPICAL CROSS SECTION SCALE I - 5' STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS SCALES AS SHOWN PROJECT IN SAN DIEGO COUNTY x IN CARDIFF AT CHESTERFIELD DRIVE 111f 1:11'e�.; NAllf /ML 4f SCN 11'11011 - Iii. .'..,...'. ;.. _... ,., I �' MICROFILMED AT lmTr 1 RW r Tq"Tp%VT E2 = °1 REDUO TION >, I M M ��rirrrltt �r)rt IT�f�Ti� n ^IT n « ]t �1 �, r'[ ■ ■ ■e n l nT ' ��I�t- ltl[•ttt[[l11[[tllll[�l[I11111 r111 [111 LAILAA t 11111 .l•rl [IIl�,�j tJ� •[ :1 .[.0 Itl[II[t I l• Illlfllll 11111111 III111 III II ItI 1 `•+,•w v Widen for Pedestrian Shoulder 0now Pole ;� To accompany par doted ��e� ; _L •- Roil End Post Walkway when ragelr Shoulder I /4 z';'4 Bolt By Others M ..• Bridge Cur Guard Roil Post - _ _ _- Metal Post _ XI S.D 2 A 2 3 A - - -- Shoulder Line - - - -�- __ - - -- -�- I Post y Y I I I °3 Section Target Plate -QgN Approval Recommended Eneer of OW - - - - i - -- - �{ pn Civil Enterer Lieww N610 a3 4. t x COr a �1 - 601 - _ 0' 601 - - - - 0 ITr T Approved /nsa S . + • X Edge of Pavement Normal Shoulder 3 Normal Shoulde U. -- Edge 3' Bracket m 61 IgNNer f L e 7 /ISSIor �ISWide CM ue«s W2oe4 1 A Y'W Lt F� -31/e W • Offset from bridge curb to edge of shoulder LOCATION OF METAL GUARD RAILING AND DIKE TOP VIEW • L a Length of guard roil I Bracke X Distance from beginning of guard rail al bri t to be I /e ' z2 "Mild Steel ter fabrication j .� i is Y - Offset at each post I I Drill orPunch I galvanized of " I 1 Slot e j Y For Stets Guide Markers of ow )' X W =3' W =4' W=5' W =6' W =7' W =B' Shoulder 1«0.33' o}BpgwNl I ICulvert Markers vfronspecified ri I I I 1" = SECTION A A Io o.1z 0.11 o.08 0.07 0.06 0.06 11 1 1 P Of feet mounting on curb at 0.23 0.22 20 0.46 0.44 0.31 0.30 ' 6:1 a FI tt r 1 t I e 30 1.0e Loo 0.70 0.67 0.52 0.50 end of bridg POST -SIDE VIEW 40 1.92 1. 76 1,25 1.19 0.93 0.89 Surfa 0.12 min. I SIDE VIEW 50 a.w 2.76 1691 1.67 1.45 2. SNOW POLE BRACKETS � 60 4.00 2661 2.67 2.06 2.00 00 t , 2 one highway Eilo2l000 3.63 3.63 2.63 2.72 0.1T DIKE - �- 5.00 4.74 3.70 3.56 A I A x _ 6.00 4.69 4.50 y �o A 1 A -� 7.79 5.6 4o lkndercut A w 5 A Muhi -lone with median strip on bridge 7 2 Shoulder 0.51 and Refill c c" t wire _ �-- _ - Offset from edge of pavement is Y +o �� i� <% 0.5' o -�- M z a � .1° 6 Ianq F ` U Multi -lars with separate structures (o)= Offset from pavement edge to top of bridge curb fate. _ S a n • s I TYPICAL INSTALLATION OF METAL GUARD RAILING AT BRIDGES 012 "e" reee" .e Surfacing >tions/ k 6c e N u ,ron Letter in one 6" 2 0.5 DIKE face 1%z � section 2Cttom}41 - � ' i lobe Roil !� a I 2�IBattar Roil 6tiiRodiustl /1s ;I_3 Repecy o Reflector Frame " 3 a rl� E 6W 15.5 beom,5 std. On Rt. of Troffie F R/W ANO ACCESS OPENING pipe with weather or 2-3 ClearReflec a 16 3" Yellow Ref lectors i _�N A MONUMENTS. `M tight cop,or 60111. on Lt. of Traffic F ,r A Red where shown 4 T A A t roil or equivalent I I 21 • Bolts /// d/i �/i A (! Beveled Edge krorornish Plate 1M Stan .x O _ • 9 vrn 7e section. Reflector e 8 - So e a + nAymr M �$ to M y4 Frame h a g Top - _, Yellow Roll Hdes - An DI' DI: - -1� K M of Cu I Red Where shown __ _ .D ° n I n' a be =� a - 4 z4 "S4S Timber Post .a - Class Aor8 �I Wale. ..: ,A Y Concrete arermew T/ YI L• r: ' _1 1 I sl ' I • 4.. .A..AAr c k evooled Edge 114 � - ,�� - c e N v ' 1 P i i .E I le II O 7v1 I 1 I I , 1 10 01 T 3 e 1 1�5 Square TYPE A U. �, For details of I i -N ii _ ! I -' I j ii 1 K all_ 6 "Dior• I 1 I I I I It If M N :-- -- "ivi: �. G • metal post e • 'f Note: Rail tobafosterrdtoposl `:..:�i< 4 Guide Posts t 1� I - _� _� �_� er's Y. 12 11 ., as per Manufactur instructions � ___J ��LL '' t Round Hole,Sef post in position iii " a 1 R - T `1. and fill with Closs'ePC.C.Mazs/4Aggregate. TIMBER METAL DELINEATION OF TRAFFIC ISLANDS y2 CLEARANCE MARKER M. POSTS FOR METAL GUARD RAILING Type L= With Red Reflectors HORIZONTAL REFLECTOR MARKERS W61 R t Type M• With Clear Refiettors Y : � Type J =With Red Reflectors Min. - � 5 k t Type Kai With Yellow Reflectors N Top View K *• I GUIDE POST Cover COVER DETAIL Tow Plats %aeor Reflector Frame r6 11 - - - - - - - - - - - -- l � 1 ' Chortler • " 2 Z• I y y F T YP! REFLECTORS 6" Galvanized Standard M I R 1 Reflettan G b S N I B �/ F F G .I G � .I .I �' G II I I N 1l • Color Front I weight Pipe Loosely +,• r G G A None II I II set on concrete 0 , r Paint Point tate Guide t • • T� /, G B Clear 1- 1 None I' 11 ' II Metal Plate to be Block , I • C Clear 3- I/ fur -.•. •.. j.•' furnished by the Blade O c a N _yv 1 It ..: Stencil w 4 //i 3 v ReOettors - 0 Clear I - 3 11 111 Scats. SNrcil m m ® H 7v .. n 8 0 0 t C 7 I - - - - - - - - - - E Clear -I 1- Co 11 ' II Class Aor6 .... .. $tOtstation n N W Station , , H p Pas} II II .. - ,e a • M . -1 Interstate or ors Concrete �... . m 1 _in Black W m rrS Er inBbck O. in O F r -1 ....1 o N F , 11 111 I' i Iced a cl in al I < wG G G e G t G G a G F Clear I- II 1 11 .• .'':'.' •. ". .r 1 s + is II - " 8 4 Bar Point } n Irr WhilelN • • to Yellow + While o Enamel 12 D " Horizontol Reflector Markers W61 15 " I ' Single 3 Clear RefNCton continuously on right of through roadways J Red I I Tr' t and on outside of curves.200'spocings on tangent sections and a 11 I I; a iA 2 Is A IS clot 3-3 II TYPES a a • 1 111 ''act 2% 1. standard spacing on curves as directed by Ills Engineer: F Markers t: 1 1 I II S O n sl ry Cl ea r a n ce av loll e e • A A fs1r1 l- 1• L. -.-�, I y1 L Ree ne !! ° SURVEY MONUMENTS NyytWye I o f1 r1 ear. �_ I I I I 1I I1 �"" ^ "1 I� II Double 3 Yellow Reflectors on - qht of accelera and d eceleration 11 leel I /I 7V I I - � lanes and romps of i00 spe:i and on outside of ramp turves of M Coor 2 -3 None � -`u i� L___J 1i____J I[r7 standard spacings oe- directed by the Engineer: Type Types of Markers to be used- BARRIER POST Nw�l )0 � " FRONT REAR FRONT REAR 3ws FRONT REAR FRONT REAR GUIDE MAR !" 7 7 , _ See Delineation of Traffic Islands Above TIMBER METAL SEC. A -A NOM: Sou METAL TIMBER For Interstate Highways Triple 3" Yellow Reflectors of end of acceleration tons:-Type H STATE OF CALIFORNIA CV/wdAOW*Ofs DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS CUVVERT MARKERS for Sec.A -A GUIDE POSTS .2 el f J MAR G 1s6a � � OltlseetllOriers- efNotorized when Specified Type E shown For Types A,B,C and D DELINEATION FOR INTERSTATE HIGHWAYS GUARD RAILS, DIKES AND MARK E M K;1lurt •th or eam on Culvert List. See Table of Right GA+f E 3 A - /4 cA St STAT'a 9I01WAS PLAN 11.51 -2 %y 101 I - nu Munn ■Ae[ An seste VrlrM - •--- - -- Ceea i' 4.42 .:e built 1959 eeeetr plane in Cardiff at Chesterfield Dr. IS obt) . Aperture Cord ..,. No 61,16/4 ....... I L q r t'I I I IT' 1 ` 1 4jT)ITTti�9R'�t !jtn Itlt PP (�pi�i�pTit �� 2 =ROF1 CTION - - -- — -- � � � Rt � �'frlr rlririrTtP inijrm jl J mir f�pJ��i�T�T�f � Q�pf�l lfimfm . ..... ' r_ T�T r yf`' � SjZ �,. 111 tilt 11 1/111111 IIIII 1111111 11111111 IIIII1111 1lllllrt 111III111 X111 11111111 111!1111 walilli 41 1111111/ Iw • eTATt Igq.LL MOIfO. NO. IIKIL WeR fq.L 1 pIY. NO. Yqn Iq, We(1. r III 16 cau[. ... w R �� --T ` 5' -� 2' - -- 2a•- XI S.D 2 A 13 ' 3 L 1 • m Apptowt lbeoum ended i A a e a a °' AYI >fSn1 5bM tlighwAY En ,�+• ' Ve mye Gross Slope 'r`° ♦ ♦ ( i9 ° . • Q I'4 Q �. la Slate Nighwey Egyle Y, 1 ♦ ♦. ♦ _ e _ 1 2 Civil Engineer LiceglfL "2064 a ' . -`,; 1 L a ToAccompalyQ!msDsttd -,d&W h-jgj#,V d# A I A . 2 . . TYPE A �9 E` r ^ R ,R I• 4, t :•, - S 1111: I_ V B I B - 2 4 Lonyduainal Bar . Ij B 3 T C' ' TYP E B V DD"ISpatm4:Mi,rAen0hsi'� - z• I - - - Note: Types 63,C3,D3 4- 7�'� -'-{{ -- 354 _ - --- "-i Superimposed on'ezisting pavement y z e I mo( ;,• " - -._/ p, :1 / i/ I /R3 Varbtle Cross Soya _-T .1 C I♦ C . 2 `t Langitudiml Bar I , 10 -x•1 i < TYPE C 4 'b"e'$pawr.min.lengthr ll 7 C 3 Note: Curb faces to be awned transverselyy with steel brushes on Type C' and 'Type 0' - _I - -- r -12' — 24' - -- T VerlahM Gross 51 cce- •• - -12� t Pei ,0 1 Q I j •� r: a + e < _T p 9 e t r� '1 i , • R D I D 2 4 Longitudinal Bar II D 3 Dowel Spaced 4; Min.Length TYPE D �- Nok: Transitions between tubs of d'.ffererd cross section ore anode in a distance ranging from -IZ' -- — b 8 to 16 feet A harMition from Type E to y- I ••-. — - -- - 2• Type ke A follies 16 feet as shown.. When t 24 t}ie variation between the two curbs is - 3 �• + r • less e[treme in cross section(say Type A :. . �.• R ,[ Type ! be used B), o transition of 8 feet n ayop of Type A -2 Curb I ., R v R•12• •� t. r A B ---- - - - - -- Tap of Type E Curb ProGk of Tom dCurb -- - - - - _ - -- - - • - 1 1_ Edge L a 3 ProfNe of of Pavement I 1 t L= TY P E E TYPE F SECTION A —A SECTION B —B .. SECTION C —C t'° 'A T -- - - - - -- — - -J —L— — - - - -- �. y, 73� -1-1 " 2 , .1.; a Type C.V. r Liu Ft. Type C.V Der.lin. Ft. e: - =-'rte / rT - p.... d'. -:::: Pavement:.., -;a: o " w '::,.: rt: I �- - pavement �I "•.: " :;_::•:•' AI 0.03084 C2 0.06457 STATE OF CALIFORNIA Pavement I `}� 6" a �a •' o A2 0.06379 C3 0.00965 • - - -_erg_ , -- e ; DEPARTMENT OF PUBLIC WORKS I BI 0.02931 DI 0.03073 6 DIVISION OF HIGHWAYS 2 i n 1 �_ 2 1 _� - - 2' —�8 "—� B3 0.0074 D3 0.01223 1 -�` '' --� TYPE A -2 CURB Cl 0.02752 E 0.06661 STANDARD CURB SECTIONS TYPE E CURB 11 TRANSITION BETWEEN CURB TYPES req °1U I - Revised 4•b Rev. Oct 1953 Gutter$bpes Rev. 5-17-57 CuA Trmtltion Rev. 11-7 Y Recesxs Eliminated .two MAR G 7 968 NO Mt�tTt,1•, —T - - -- cASE 3 l it A.re'I� � � STAT- 4I0WAY PLAN ll -sd-2 %y 101 /lA[ gsito MAR AIM [[[tN11t UN ' Case 3" 4.42 As Wilt 1959 tonstr plans in Cardiff at Caeaterfis Dr. (3 sht) L Aperture Card r... Ne eeeuna•gYer 'i 1➢ 1 I I III I II f I rl 1111111 III 11 "I 1 111 III I I I III 11{11 11111111111 III II II1111 II111111111 IIIIiIt)III 11111111(1 II II Ii1111 Iq �II YmT'rTIllly y111I1 L1111I1 Y1111111111111111j111111 11� 2111111' lllll�17111111111111 +1�{IIIIIIII�I�115�I�I�IIIIII AI t(�I�I�I�IJ lll�lllllq�nll111 g11111111 III �IY 'IIIIIn � I DI rhT911rl 313 11'(TI � I �151tl��(I�RIIr IjI[Jlln lr Ilii 11111 u�g 1 111 I , 1 I II 1, 1 , ul�l V I I I gTy I I I MICRO FILME ly I DIY I I I �a 1 I '_ '�Y L & J a ka (y D AT Y' ` Y. �f ` I • I I S O � 1I , 7 M 9 1 fS.ul�LLL u.L 1 '�I Dil I I i I I I 111 l J_L� I I I' �I I I I I 1 I I 1 11-1 I I] Z I REDUCTION •�-`�� -'_LLL 1 131 1 1 1! 1 1 1 L � I I 1 l I l I l I L yy l l I l I I I I 11 (I I I I I 1 I l I �I I I I III 11 "1 L J - J_ I l l 1 I I l Al 41.\ I I l I fl l I l I l l l l l l 1 l l 111 l 11L�L -- —_ - -- -. �•n�. rrAT[ I ruu.l..'. rlw:.L N** .mu ' CALIF. T. 13 S. R. 4 W. S. B. B. 81 M. I X/ I SO 1 2 j A / 5 Sec. 22 P A C / F/ C O C E A N '"`' I.I 1 1 L1 J LuL111 rhLLLfd S A N E L I J 0 S T A T E P A R K II II " II n I. Yi n - 9 Are p LWWu4 ILLLiI ly a LWUI) IWIp� �IIJdLL yWW��IJ -00 1WWj tii ilil JWJLL JWWd IIWWd �W w L �jl 4 il '�41W WLWd LwWil ywWW 11�44W LLLLLi WJWLL lW •Li ° Lw� '''''� °� t)I o� vII II y �_' r . Beg ofProJect � � k i Pa�.E /may Area II � - , JO II ,ei f— To San O /eyo %\J — -= = —_� N97`Ia %Sj��.�— - -� --- — - -- - -_ �� 7 8 /W / r .4.T 0 � dS GMP V PLAN Mk' Note. See cross oss - ections for O station yardage breakdown. SCaIC 1=50 V INDEX OF SHEETS Sheet No. 1 -2 Plan 3 -5 Standard Structures 1 -6 Cross Sections I /O'er ✓ar. ✓ar 14,71- 3% ✓. ✓ar •-- '¢ Exitl Exist Southbound k Exist Southbound C E A N hou r [saes - " Exist Laxs A• Q - - Z S A 6.R. 1 Lin s 1 Line -- + - -- I G r 2i �.• t , .. I - ----------------- - - - - -- �a� l' •v'o 11th P A ' .= + e A ®C ilble: - 6radi�g foster /o1 `� Gonsfiucf d /'Boffam Oifc/ �� /4 I �i _ - �' d ` Face ofcllxl P lhrti dirl beirn at i0o'infei✓a /s I 1 �_ - r Sta.374r35:4 end mceed .., A 3avfhsr /y 7b S163!Or00 :9' I Level asre9vved. scale 1 =10' Faceof•C/iYf Sca /r l =10' TYPICAL SECTION- PARKING AREA TYPICAL SECTION -TRAIL ENCINITAS Sto. 360+00 A7to Sta.374+35 ° A' / " b .1 .. N „ 4 tg.36ofoo Sta.374 +35 A to Sta.377 +30 A A Between Cardiff and Encinitas M� �. En ICry f CARDIFF Std. 395s00 / Sec .16 Sec. 22 CULVERT LIST (Partial- seesht.2) LOCATION PAAP Station Woik to .60 00'17e 17' rfa: Sh"BE a /' y� o�.f u. 1" � SCALE CM. C. Y. C: Y. Lb. C Slne Ft. * o loon 2000 3000 F..r 373 rSOA (LG Coast /uct Std 1:r3' 'MI � �Yc Sfd D.J. 6.S /.4S ,01. with Side Opn/n o i txisf. 24`CM.P. J77f00.A �> 6 O %few 1Z .,ZZ'C WP. ZZ with iY'c.MPTie 377ro0 A "(Lij Aemo✓� Exist. STATE OF CALIFORNIA Tl FS4'C. /,f DEPARTMENT OF PUBLIC WORKS V DIVISION OF HIGHWAYS s�atotdi -- - I z7 1 ' 1 6 PLANS FOR CONSTRUCTION ON *Pa y ment included In Class A Concrete (Minor Structures) -See Special Provisions STATE HIGHWAY .,, **Final mension of Structure Specia Provisions IN SAS! DIEGO COUNTY Outs ide BETWEEN CARDIFF AND ENCINITAS w y /a )W5 • - Alt I (. "Ali ,a I A N VIE V�Ilwl iv NAIL 4W Ml l IPIl01i I Y A - I _ I Ir 1 i 71TT II T(1 I 111 Ili III rII n I 111 E I I I III III E I I I I I E I III III E E III II I I III E MICROFILMED AT r IIIII IE ILWI qr E 7 EIjI QTTIIr rp Eul Ol rIIE E IIJIIII qE III EIJILII III III II11LI1 III III IUIJE III ICI IlJllll IIIII�I III_I !�I III If11 Lll ICE III IlJ llll III Ip III I IIE rll IIJ IIII rll Ip rJjlf7171 iL'T[TTTTTrrrj TrTjj(TJTLE p r[.[Trl qET rr�IT�ir � I �a r /TI r ErTL ; r'��'I r a r 'I I r 17II r I I �I�' ■ r I I' �' I •� ' I I' I X19 r I I I y I I I I 1 I I E E I I I I' I' I 8I E pl I E I I gI I I 1 �jTl I � rr A17 I r I I , T r r , I I I I iU I I I � I I I D2 I I I i7 I I 1 I V I I '46 I I I ell I I I I I ql9 I I I alU I r( ` R I EEh ilZ InTrr(T1TT 3 r fn�l bl9 7 rII E "'IF 1 1 1 E E E I I E 1 11 1 E I I I E E E n I I I I I I E I I - 1 1 E I i l E E a �1 E E l E E E Il E E E E I E E I rl l E E E I I E� I E I E I I E E I - I I LL I E l E E I E E I E I E 17.1 1 I E� 22 REDUCTION `, '` E� y i E E E..E� I E i I I E Li �1E_E.LL - L��• 1E !Ka nAT[ rmaALnro+ar Nw .a• Ns. .Nrm CALIF. 1 E Z \ P A C / o— E o A A )�l J I r r J i�l 7 `t ° xi 50 z A 2 1 Idol Ste, Hlp.ev tnq - -el T.13 S. R. 4 W. S. B. B. 8 M. ro a x ,� tG a Sec. 22 5 ,eiPyi Siciro� /ES. f�J9 m S ve x r - -_ .. 4. woo _ �- -- - - -- - - - - ---- - -------- - - - - -- rNa a S 'atex n yE en /O;E?iPnp Sec ,tlkipptW �, - - '�' � SfvckpUiAr+ rapa�Ti�iusrema vedG,clwasn- Vr977,100 s.3B /t00 - _ - - - - - - , -_ - -_- •LL4duJ, /L.MOS rea7< ddd, tl — ; � � `• � End ofPra� (4 y e � sb ekt. � (ll � o yw �yI ltb 'WL LLW d WILLI LW aLWd.LW, Lu. u LW 1 1 W LII W J11j sa'rnlE..< Sta. 395 ~00 il`aar , yy;,W�' '�W+:.WIL foP '- ��!rI<IIL ,LLVWJJ .firtl Pi /e IW,W �WIW igo�nfa W yy I W 6W u LL6' A lt ��u4.d ea r_ 4 /GLLL Llil 6L1J I �W W� W V - u ealthAA0`7 L 1 W� G� J 4 LWJ L�Wa �_ — a � - -_ -- _ _ __ --��—=- - - � - -= _ via fvn,,:: - pa ` T SanOieyo� — — — - - (•aJ a n.n, w — — ,Poute 2 q'/�n /V23 i5 "w 33//. 9' E _ --- -� —_ -- - -- / -- -- - -�45- —S- -- -- t E.rcrfTievo(rdWa Tirmirns /Ende?iscl it —� — — �� T Encinita _ j Y /fy)eBar(JeeDe/ei/ __ GrBOI PMp Undndriin a4n NasBVa TT`- T - " _TTTT - - -TT- T -TT — — -- T -- - -,-- Gu'vid.�a //� Xi T � -- r - --� -� A. T. E S.F. R.Q. _ x PLAN - -- - -. rBO9'RM.R :Q .Q — -. v 0 1 h70 li Scele:I' -50 - - Exist 24XB -- - � CM 1 m d = 4'00 00 " �) Profi /a ound Pt A Lin - - - D�i 'e a 5000' q – - -- - - T a / 6. V 74.60' - L G • 34 9.07 En 2iser a Ni i P/ser0cao -_ - -- / P -- - - -- f - -- - J -- - - -- - fD J _ P ,PiJer Cep ��I — /'� 6' Nore:P/eee dBais - - - L--- . FfLE - H Iz 1 Sa �'tfOunc /iavtBox� - - - - I °:cote: V rt. 1 - t - -- LA N eeeh -2C /ear 375 6 _ 7 8 _ -. -- 9 310 3_ 4 385 N x — — ExiSI. 24'!wV� I T !- BENCH MARKS aM.s C.MP I I I 7 4 F , cover Station Description E /e✓atlon - I J J I /Z rE9B' I cover �7� --i 7B '.Qf. 36965:4" U.S.C. t!Co. S. �M. B T /3/eQM.43 7/•365 CSrpR CAST ;RCN on Con Ho c w /. of e P Cu /✓erf. I 4+ TOP B' Fi /fir ia/ d- T �Ba No/%,Pise�J /o be 30' ,2f. 378 >` 65.97 ,F. �• Spike 71. 53 Mafei Coopers 917g 1e0' fo wi.55117 6 p /ug ExiSf. A . ane%io/Exisf P/w Band F Coap/err 4 Oia. SECTION -•I 24 "C.M.P. 6' /' 6 -- SECTION Z' k/igoNo /is BpNr BPEra �,,� i NDE DRAIN ELEVATION R/ EtsiNpzt N0Sca JUNCTION BOX (RT.OFsA.17 +41V Fare ofExiaf TERMINAL. END pLsF2 CLEANOUT 215EIZ CULVERT LIST (Portia( -gee Sht.l � Scale:l " =1' A O" B' B' /Z" Z4' /1 A.B. /2 i1.8 S /r. fx. rBk F E T pe of e //� �� ii >iinu s SPECIAL STRUCTURE DETAILS 2 Stat /on Work to heoone wile pCA C.N.Cf1 A/ZQ 0) C.Y. 46 __s?ruclure ft.# C.Y.iI* No Scale 377,14 A' To p I h/ lace el,609'P. MP 61 809 /063 /o x s ��et r Gurd,earif - -- -� L�fr C �a 385 , <EfI :✓lYh 9 al?iss�s $' I F 4 ; efe Track .377!4/:4 (P1lLi) b cs/Z rBB s1.BGMP. insaN 88 � � / 1 Ma%a/ xdt/14CM.P. c4ew fto ✓(a�ll^/.Bav 20 .26 � 0 New¢Ex/s/. SPM.P. aw/fhCow-4/17C oo' Talus 6 q /q�b /a/Exisf.24 G.H.p E.fry ro. __ BF.Elp� BAFCh Sand _ _ -_ 1/ C /iffFaca finmJ /ij77�e/ _ - E tiBsddso4lelr. i �`� J /e3a5 ,15C 377 lacC /2r/03si.HGMP.QOwifh /03 PiP%a S /o. 381, /0 386 ,100 , �' JDowedr +/e Piov Anchors, 416 i !-Z i�Sand(d/ankef {Bxkp //) 76 "2 /2A.B.C.M.P. iC 1 ✓uncr.Gor (scedinefde Exist. PO'C.MV. i 2M /n. send " .,,/ E Sfd. a 1. 4.B f.07 60-1 15C,5 1 E /ev r7oo /✓ar 1� l,dlBxkf/ � s9+3" „ E- ~ Consfiue /Sid 2:3'D.lwifh gxning 4B /ZB E/ev coca i � 6rsvr/ � P,LsE: a /?:r /IB:r9.C.M.pQ.Owilh3D.O.Or' Ancfra -s, 20 %34'E/LwJ,C471melfo0. /. 26 20 BeachSend NOTES STATE OF CALIFORNIA BeddedaN+ //� — >¢ljr DEPARTMENT OF PUBLIC WORKS r n S /a.d77s3o fo 3B /,100 E.f/.S..P. is Ezfia Hee✓ySfone ,Piprap. DIVISION OF HIGHWAYS htStoneaPiprao. 2 2 380 +00 il'(Lt) ConstrrrctSf' "+3'D.l. -mac /O g Std. D. I. 48 i0a PLANS FOR CONSTRUCTION ON flth?tre r,Yr+YIC�IP. I E /e% 9.a� 1c /loo' r /(,� Highest Obser✓eo T,i is 4.92' t x Endl7pn Aban.CMlP.lQf 72 STATE HIGHWAY e�dd edMfsfY. TYPICAL SECTION rotils 62 &Vf 32 4,9 BB 23i /009 2B / aro IN DIEGO COUNTY _Pi oregoMy. 376 ,100 /o 377 030 Sta. 377 +30 to Sta. 379+50 *Payment included in Class A Concrete (Minor Structures) -See Special Provisions BETWEEN CARDIFF AND ENCINITAS Sca IEa : I "• 20' * is Final Pay OEiantity -See Special Provisions *Outside Dimension of Structure of b "- ') 1�,,, PNO nn IE'i R, I , N , F �T EN 771I LAT{ DES GN MOWER_ DAEE A V NECOnu,FNDFn eY I DATE _ ewsc ✓ ?- "— _ sTA7S iROBJax PLV1 11 -LD-2 Irvy 101 - -- - - Fly NENEEE NENE ENE EEEENI.TIEN Caae 3• �I1 4.42 1959 an built eonetr plane btv Cardiff and 'ineinitas. (5 nhtc) I I I • Apertare ^Card ...... vn........I _ _ -H _ _ I'trTTlep'`` lTi<t MICROFILMED AT 92 rirl rT111Trllnrprllfr m�rt7tllrTr (rjrTrirr)rurrrTr(r(t� ril�grr A 1 -1 I �1 TI M I 1 = REDUCTION 1 t� rTgrTrlr rTr1 Wa •Ie N7 no STATE .WUU molei wo. CALIF YII NO. w \rt. e Q Zak I�I'/a•2' -311%q ip 13 ~ _ To sewmpi y plains do FP�M'<k9 /efL 6. /� 1 D 1 . I�{• . - I' �•; .. ...I'Chamfar - _ aw.. a..... ew,. ...n •"°. .:.:. Frame; B o Ae, ��. o _{ iv o Met Plate B Cast Iron o ,7 I I t to be rn eMd by TM ate X/ 50 2 A 3 5 - �: D D p _ / �7 7 • Apprevel aecommem .. ., -�- -J ? •/�'T� � S_C _ � - [on i , ' � 16' D' tale Highway Engine o C �D�^ t- - - -� I O N Di iv �" red e) A ,,,� Ocrober 28.14 e APP I- O r give ....... ....._.....__...- , • YenMnr -�. •""I _ � l�E1YB Z Z 1 vt 1 2 =0� Gr alveBox CaP SLIaHizn .,yEnein«.eiaE,rry-'�Trratos. FRONT J. DOUG HEADWA FRONT V. SING EADWALL ECTIO 4. S LL AND v,aas 1' � �+ sEt710N • PC SEGTION'D•D - -- 6'6alvati Standard W t Pipe 2- 1� 1• COVER DETAILS M ALLS Loos Vari e er ton concret �,.1 III}i� i Met t 1' III - ( furni shed State �• 1 feel - - oss B Concret Sia epm•la E r 0 Single 'L' Sill S21, E ,,� � k _� I -!. �_ a t I2' 4'-0" '-0' •7 I 26 OA2 D63 CI.BConcref :• 14 go. Smooth v. bulkhead ' je iv �i- - -` 9 o t I: with rtinfor ' q beads. -� IY 5 T -0 7- 3D OS6 0. - E n ' M IS -6' W-0' 22 34 0164 I w rei atinalr.t s ban O >s l: r 1 Q I I I T'•s• 10- • 29 as o. 129 � �.. �_ � ;pipe l' I C r ^'lea "' I _ s 9'•0" I 4' -�35 51 1.68 15`- art6 :t�� .P. a I ; 3 �_ D s� W ID'-6' 0 5 3 40 1.56 2.11 a _ o� YS Bar «Rwt - I .: 4712 IT-3 60 7 1.90 2.59 L _ Tape d oval inlet ^+ 2 4 Ian ;.Cast ar ♦ a #+. tteldodintofrawe I _y 0' T= 77 23B TY A TYP B 2' 0" 6'• - FRAME SECTION 7 7 7 - IT e: Wlero D�ased ' 7 s S 2.79 PLAN SURVEY ONUMEN DETAIL •L'WeliII areveriad ormolFAgeof utter, M 16' 2'- 0 6' �+ -� 15 Do Z Z B mini 6 F- EI EV � HEADW SE �l HEADW Quen are b on ofC.M.0 max. SECTION B ELEVATION &SECTION A A PIPE H ALLS - -- - DROP INLET WITH CAST IRON COVER ` w °n° Earth till Surface T rade rOx. 3'-• CM P 2'll i ' i ' i T 3' 1 , ;, ;, YPICAL CTION B):L' H �1 . E I a I ds. nl E ,j l € r I i g °c u {••� erlss n wra ailin with D _ ... Cemen rout b o C r i Its r� Nwfre 2 MP - ` 7 i 1 0 - 'h'ftnrstpa' Ends Bulk St 'Bend Coupe, ° $ . 24'a Ith 1 I +�+ -+-+� 9 r �1 St both ways 18 - �'"\ I-{ -� ttDtl�� O° ..... Cu16 o ' Ta Gouge CIA p l h: _ • - .. .•r ECTION SECTION Pw -)h _. - - - Cover to be mesa in two sections i p- r.. -..... ' ... 3' 3 op I s a lie one face only _ �_ " e Outside Subgr Inside Su do f pourm rout 9 to be T a B "or 12 P I j COVER PLAN I °a Area t Are R s inch Downdra' 'w < 3• iv yy p NDERD N R/W FREEWAY ESS OIJ BulkheT n r� 6 2'-0' 6 ,I �r 3 0 I vac }- Ler��h ofeaer /i { l� L 6, � MUMf PLAN END IEW 3 'min _ I I IF' FIE JOINT F SIPHO 1 all � 2' c y A. �S, ENTR CE TAPE 3s ,T� I _ a ^ Outlet Piet g - Na SIipJ ' -' y fo Op ,E 3v� " I'I p r 8 g Outlet 6'long when point isused• ol� D' . O'tol5'Fill 15'1 Fill 30 Fi 40to50 Fill SOb Fill 60'b70'Fill Fill BrYbl III "- "G 3 • la . %s' Size Sloe Sixe Size Su Spix�A ' s. T T •. Eft P' �i Note' Co recsian caps Its to bz dimension ti as struts m . C U6AT[D M Pto! • �Tsrs -- , I I -I :* • Install to temoveent• rto be IF Mmon 48' 4i 6' 4 -0 4' 5'-6 4'z4`a'•04' T- 4x 4'- 4x 3 Pipe o �i io �..'� U .- 54" 44 - 4 6'• 444 5' -0' 4x ' -0' 4x4' 3-6' b 4'- 10 6' _ jLL - 10' 'taper- not etas ------- 60' 411W 6!0" 44 0 . 4 • x4 4-6" '•�•- i 1= `': r�� •, ° 8 8•ri 4 6'-0 4"x S -6' lJ1T GM.D %" Band er v a rsills 78 4 V - x % 0 4x d4' 5.0' ;.. r.. ,... .,. 0 :'':. .: 3 Pipe to placed 1l renbn ontinuous) •..;..-.. ..` :. - �- 1 s ad or ordered E -a.Y •Yrbers q Flgr " ""� long: 84' 4x4 0" 6 D «I2' 3 -O min 6' �' 8'C M.R 'n ��`� g rained wood 4a 6.0. SECTION B-B ELEVATION & SECTION A-A 1 8 Strut as 96' PET 5'•6 • yi shown ELD ASSEM D PLATE C ERTS Iran.. Id -.. T � ' ¢ U Bolf Handle ..._ Ilarof 7 i 1 to be receasM in i 0 UBoHNandb pP Lo dll, 0' 44" -0" -0• xar4'- x 3 -6' 6x d•6' Gk6" 4- 6x6" 3.6` S ' 4' -0" I t lmxM 4 concrete cover ;« todropinremshwer. ia 75' 44" 5-0` 5' x6' -0' 4x6' •6" 6x6 - d -6` 6 V-0 x8' -6" z 4•0" _-4. . Collar of 2• - 90" 44' ' 4)(6 4.0' 67YO 5.0 6x6' 4- 6•x8' 4' -6' 1 4.0 , Mr 4- •••- fix3'{z�g Aalle Iron y'' �6 3 gy HingedScrew mp 105' 41t 5 -e' x8' 4l'i 6x8' 6 -0• 8' 4' -6" - 1 x4 Arxlar Barr neliled b ' �"' S' . ...4ffxg Plate $q Pfpesleeve Weld... ale 12T 6-O' 6zG d• arz8' 4.0' x 3•C 8'x8" 4- ends of Angle Iron I'W 2 •.., .'{�'• Cable.. 13 x • 0' 6W.Ii 6 3.6" 4- G SECTION C -C HANDLE DETAILS I ,ywm* 10 sE RUT DIET S 6x 0 6' 6'• 6' 4.0 " arks V- x8' 4' -0' v2tiLD.` "'• g 165 096' 4'•6" x8 6•V 8Aar DROP INLET WITH CONCRETE COVER -�6 F- �'�" x �� °� ;� lea x +'- ar-c' 4'•6' ark 3.8 Drop Inlet quantities, inlet openings not deducted °_ • ak 17'w the I ^ CORRUO D METAL IPE AND IELD ASS BLED PL CU LVE 5 Biked on minimum dimensions ` iota r:,; by E • -•4tc /'! 4 r ALTERNAT YPE A "iri'Ckinl'alk a 5T T DATA 'A'Wrts 'B�bara 'C 'ban Steel � �:�, W �� "2 I mg D lea Nn We Ibe. CY ; : ALT NAT TYP Ig IO 3• 16 Y 9• 12 3v9" 86 0.91 15 24 q d -5' 20 79' 15 3'•7 108 DEPA M N C ALIFORNIA PUBLIC WORKS 30 a -Ir 2212*9"1 16 1 d•3' 124 1.30 ,. c CL P BAR - DIVISION OF HIGHWAYS 98' II 5-1 26 7.9` 111 14.9' 154 1.85 15 f . Note: We nominal diameter or pip. : D IL• OF PI D ANCHORS STANDARD STRUCTURES Steil a conc. color and angle iron not incMr led in hi I „• V Ar overee �M h 4IiSiSash t ;� ye S t L a d y � tti w sPILLW ASSE Y AND DR PIPE HEADWALLS ar ntcrele When directed by the Engineer depth of 3 arrester • ,.II �• Cast Stedchartged Oev.Aug.I956 Rex Oct. 1957 Rev. Jul. 1957 Rh, SW S 1951 Rex Feb 1957 Rev Apr 1955 Revised Aug 1954 Rev Mar. 1954 Nw0141d law, loss A - 50 1 T to Cast Iron Ekm. Galvanizing .,ae A•70 A-71 See A-69 ltderdram mo L•t Taps Sway Mon. R,'W mon. chamfer Hi Ouantllib ° e"'e Ron"d 4 3.52 1 case: 3 �• -- ' STATE ffiOmIAE PLAN 21-SIS.2 H wy 101 _ FILE tutara Ni An teirtlrrin case 3• 4.42 1959 as built roeetr plans btw Cardiff and SLeinitas. (5 shts) i • Aperture Card F... a anon. -sea) ILE we was i MICROFILMED AT I f i �fI Pal �t 22i'1 REDUCTION MaR�l TT>?��1?TT�IR Fr(T �1 1 1� I I I I I 1 1 1 rl 1 1 1 1 1 1 1 1x111 Sit t t t 1 11 i.L1l t rl 11111L1�{ LI , 1 (1 I:LIl.: t l 1 1 1 I 1 1 1 ht I t rrt , i 1 1 t t 1 1 I t, I I 1 t, 1 I 1 1 1 1 1 1, 1 1, 1, r I 1,, t t,, 1 �1 , ,• t 1 I 1 t 1 1 1 1 , , - I I t n I I7 ,, I t t 1 1 \ ' k - 4,.1 1 1 t, A a! FIAT[ IaCpAL •[W[CT Ne. •IKLL •' yert axmn Roadway cut before EXCAVATION BACKFILL o.... o. .. . , .,• r „ iet .. j EXCAVATION BACKFILL X/ 4 &alga Construction Su fade- Su ade Original Ground sew Embw**man1 On4^01 Ground r -_ Approval Recommended free pipe - - Oriq. Ground Pkh B Chultel Line — 1, Excavation .___. Subg I I __. _. A1 py, [ � Npx Siala Mlewr Mtlnaw -Mi1,a -•i 11-� -{ I- Embankment e in Plac before ELEVATION —AMN&•T . a +w ar....- oo..xa.: I T- I -t 7 .-1- PIPE HEADWALLS structure excavation is made AAFr.TN— August R lees PIPE IN TRENCH Sbpe or Sub d - - e Subgrode c \, .� D i D - d `- u c . t k OOtM /a E l I ^ I \ To Aemntewl Original i\ _- __ __ Ground ' E ! \ 1 i II i II I See else C A 111; A D Ground 1 \\ j g III II I a l Subgrode X T— II` PIPE IN NEW EMBANKMENT T �r Heiths of Top of Embonkmint Before Excavating For Pipe - Shoo Be As Follows For pipe 24” er Igs dia.6`abosp top of pipe B , PLAN i r For C.M.P. ever 24 to 90 dia: 30 above bel of DID, RETAINING WALLS For C.M P, over 9Vdia: point of d"o. abo Bottom of pig For R.0 P. over 2ddiar30'obove bottom of pipe For field assembled plate culvert: 1/3 point at dia above.bottom of pipe. Note: If no roadway excavation is involved of the wall Structure Backfill 6 Above Top of Pipe Structure excavation will be measured from Toe of Embankment EXCAVATION BACKFILL For payment quantities excavation and botkfill concrete pipe T•minimum the original ground. Slope wall thickness as shown in section 45 -1954 Standard Specifications. er 9167 For CM.P Ta0.00 I CULVERT I Ground surface at time PIPES, RODS & DEADMEN I Gr Raw . Emb. Except Underdroins d Downdrains 1 EXCAVATION BACKFILL excavation is made ` y pill EXCAVATION BACKFILL Roadway Exc^vatio^ .Ground �• Original Ground .v 0 �� E Subgrode . Ori Grou Orig Ground 9 LA OF WING WALL ; i— — i -- 1'^' • i� SECTION A —A �' L SECTION B —B ' I EXCAVATION Roadway BACKFILL •• Embankment �\ ' 1 , Rdwy. Emb.\ CULVERT IN TRENCH oriq. Ground surface Ground Side abpe _ time structure Subgrode a Stbgode excavation is made i ° ' Su rode- SECTION A —A •, \ �' OngGrolxd- Top of Bo Roadway Embank ;• \ \ Embankment Oriq. Ground ' Rdwy. Excavation CYNert � Orig. . Ground- - Subgrode Subgrode 9 •1 Roadway Excavation �� g a� - 4 1' Sub rode A . L . Elevation 1. ^• CULVERT IN EMBANKMENT i- I' f ;0% 1pnd Ditch ON C —C SECTION D —D B Channel Flow Line SECTION �"I Y E[COVatlon -4 G1- ' -Paving Notch SECTION B— BRIDGE ABUTMENTS a ADJOINING WING WALLS .-rr Suograde Note: It no roadway excavation is involved of the bridge LEGEND WING WALLS q Roodwoy Embankment Structure excavation will be measured from the original ground. tong. Ground o ® Structure Excavation Structure Backfill GRADE TOP CULVERT ditch B channel Excavation E BOX CULVERTS EXCAVATION BACKFILL EXCAVATION BACKFILL 6111 »ltill Roadway Embankment ® Roadway Excavation ' Embankment or tV Embon kmenf or Original Ground . •,.: ` Note Subgrode shall be lowest subgrods as Original Ground Embankment or Embankment or defined in the Standard Specifications Canst. Joint Original Ground Original Ground ,TOE e• nurmeu Griq. GfeYlld K'Aln11[In Of MLIt Bet[. SQw j may' 81 Channel or Oriq, Gr. Channel or Oki ,Gr. 4• awnoN or wreNAn yv Ditch Channel Ditch 6 ChatweI Const. Joint Excavation Excavation 'r.`• A 1'1-� Top limit of structure excavation and backN orig STRUCTURE EXCAVATION AND Top limit of channel is o tovatbn and eakfiR is original ground it channel is not excavated ground if ehomtel is not activated q ra MONOLITHIC CONCRETE SLOPE PAVING CONCRETE SLOPE PAVING STRUCTURE BACKFILL SCALE: BRIDGE: FILE: 1 : IIAR Revised 7 -1 -58 Revised 1- 1:5 -58 Revised: 5 - 55 Revised:10•I-54 Revised 2 A �`� Pipe Pay Quantities Refein.Walk & Abut. Adjoining Wing Walls Key on Retaining Walls A Title Coping V (j , f• s 4 ..:....... . eAs Ar 3 STATE HIOMdAY PLAN ll -SD-2 a" 101 FILE xusefN NOIt AM eUreltllnl Cass 3• 4,42 1959 as built eoaltr plane btv Cardiff and EEneinitas. (3 able) I • Aperture Card L.. n nouns - n•au Elm I 'I� t [ t I I I r I I rt r r r I r MICRO REDUCTION I l� !TmT i$m(rinrir�gRrTrPRjI })Tinrr ►T rlrnlTf 1T)rr flR 1 1r 1IIRltT�i TIR f P Ij)1I rirlTrlm Tr Tr1I TIT T, at : l iI TTT TTTT �I?IgIJiII p1111111 I t I r I rTlfTl I i i�i I I P I�r� I trT r � 1 A 1 1 n T .r . � [ I , �l r ' , I �' Ir(rT'•, �' F i r gr I!it I r T 3 � lr TI ' 1JE(7 1 1 1 1 Iil�lEllI11I - - - -- .". �Ifl►a.L. OiV.MO. eTATe I[041nL r110IlCT NO. IyK a + NO S ['[� c iur. ER —/44 / I 5 To Accompany ibaa Emoted Feb uery / (J.tZ -_ a smooth gale bulkhead with reinforcing beads q' 24or26 1 min "- 4° \ 6N //� Hill hole for - - ,14cp. smooth gala taper with reinforcing beads L`�I -16 alb �1 / 2 , +� Hil gale 14g gale bolt. °_ °«�••� "'°' �� 5° X/ SD 2 ion _ I. ?' 3 #:LS S 12 INJ 3 o Corrugated Metal Outlet Pipe 3 - a E lope N 5 galvv toper e o �o Downdroin flume 16 gage -� 1 Ancona %.[amnmeeae apered oval in et Collar of 2" iWeld �2I - f~2- 0" 6 - END VIEW Block pipe fi Clip bracket / or F /OfTeic corrugated metal10'sections 1 6gaegolu �� '" ~"�' Taper joints may' be PLAN Drill d tap for } "z I }" I// Sa SECTION A � ;WQ welded or riveted bolt. _ - ENTRANCE TAPER :+� 2 : f 3 " T 3 % 2 " X } QRllt Anchors Eta Enrinaar T angle min. where fill height<5' cwu Llan.. ra. 212414 Slotted holes for Collarof 2 "black pipe in "z "goly. bolt. 14' U Bolt 48 f 1 11 1 Rand Iran - yt'or Yi Pound Weld 2" Dia hole ---� O E Cellar Of 2" y2''R I Weld '!2"R1 black pipe 1 •' Black pipe, 6' long SECTION A -A T 1 .r + a LL dI , each side of flume / T - - 12 Go. ,� Iv 1 g 6 ( io $ 0 - Flatten or Point I 46" f —� ^r Bulkhead 4 - iii S ma 9 f - 1 - (p I I8 - O yk holes co t I Flan e _ IOar14Yt' _l+ I° a3 Weld �•- -10l�orWY2 0 8 I --10 1 1 4 'p Weld 'r 'n ANCHOR DETAIL _ Weld T T Weld 1 1i plate %r e•min. . o fi _ n °D N i l �Q'• «�„ 4 u 2 "Dar I-• - 17 "ar 21' -- ' - II }" 12Ga. Gala 14Vor 181¢ " mil Anchors 2 Dia c = 0 Bulkhead ''% "d'gaI cable one on each side / l9zl / 2 -% "cable clamps I S a `-e' $ E r_ `• -11 }'� two on each side - -a 2 - c ALTERNATIVE TYPE o � � SECTION B -B TAPERED INLET ALTERNATIVE TYPE WITH CABLE U_ r 4 EQ Paved Gutter Flare - Shou lder 36" ANCHOR ASSEMBLY A _ ,Anchor A Volley line. 18 �hIrj6' - ClSbpe / m /Entrance Toper -- -- ,:; 8'or!2"Outlet Pipe L II SIOp m 6 "min. - 10'6r 15P Use Id length of gutter flue on Bulkhead both sides in sag location. TAPERED INLET AND FLUME DOWNDRAIN Overlap � /' /2 , Install to permit d x 12 ° novement � u. ' N I I o 6' 10 "to8 "orl5 "tol2 "toper- / ,y 4S r F. -- - -- 1f1 , not corrugated - ea\ Should 3'. 8 "or 12" Downdrain 6 46'16" E ( o Bond Couple r �'- 5% Dow W Pipe Anchor A f SECTION A - A A �I 12 . Note: Coble, slip joint or 2' 8" I' 18 =1 1 anchor assembly to be ... ! ` — -- I placed when specified. SECTION A -A I _ I � i J� I lit PLAN X LL ENTRANCE TAPER AND PIPE DOWNDRAIN may be semic — Note Cross-section slope Bach I o rcular, vee or a 0 trapezoidal Min. top width =25" Use 10 length Of gutter flare on w r o I on Min. depth both sides in sag location. E F w oN � 1 Paved Gutter 0 R =3' Flare e 2' co 112" SECTION B -B -2 , Top of Dike m J- I PLAN STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS PLANT —MIXED SURFACING SPILLWAY DIVISION OF HIGHWAYS OVERSIDE DRAINS to be used on fill slopes flatter than 2:1 Use �`/� Q ti I 1� 10' length of gutter on both sides in a sag location. 60 ( 1 V Rewrrd JM 27, A56 /t - 70 'P G "Mar Fbn� �a � /"� fi9S6 3 STATE eIGMAT PLAIT 11 -S101-2 Hwy 101 _ FILE ON IE XAXE an RTOEIrIUX Cue 3• 4.42 1959 AS built ecutr Plane bt" Cardiff end [Maeinitu. (5 ahtu) • Apertet'e Clad y I. as ayn ions -oann 'ale it •, TI, T ITI I 1IIIr 1 I1[ r[[ II - ...-- - I I I� � I I inTP I I PI I �F ,I>7TItlit�t Iltjt,llr 4Tm T TI1jIj MICR � � . '� � P ITIT ITI r t t 1 11 � I [• :. L� r. �' . imTq I� 1 P rTITTrjtlq. t qr qm t r 1 r, rllt Tom[ : ui l r r t r r r r tdltctl t! f� I I I Pm m r r r ITT n PmT►Tr�gTln'I qa T �• �. D — 1EEEE=-2 /1 rl 1 Ll v�go. IrwT[ r oYUlYlapr ll q. ...fJl NIY[ i -T ' V K G • !L. WT R. PAC /F /C _ OCEA N T /3 S. R. 4W 3.8 8.$ M. xl so a 3 's , I — SEC. 9 , n ` L sr. cN. ^.1x119 Dlsr x,. LEUCAD /A 5 4. i I� ki Ll 2 ENCIN /TAS cc LA YETA _ Q AYE. JQ �t s orb 4 Qp G../f uw'[r..r ..na[k 1171 x ci Q MEL ROSE T �� Curb O I � 0 62, /�lynn,en /On /y/ E,yj3tM9 L in 49,,68.4 IN End Transition On A S.� R ' R " Br in Transi �� Sta. 22 [*00 N 33 3 Sf0 49 ,1 3497 B. C. It AVE. End of Pro ect /Locafioi. C VU LCAN - Sto.5ef00.00 PLAN a MM o F Sco /e in Feat r� 1 Bea %nn %n0 Of O r'itinn C Sfo. /6156.70 E.C. o /000 02 00 -- EP Begin Transition Length o! Project 0. 7BMi /es. ` k [ FOqQ Seo/ �-Med.Seal --i _ I Yvr /25�o/2' B'EYar �Q2SPM.S. ••; � 20• L 1 004 ✓ 050 jH Yor. - - - -- Yor. /?10/O" 67' pl - " �Lrorafi /2:4. - -_ Exist' 20PvYt .+- Yor.O'!o /o-� Son0,.arr, i Mixedin P /ace � 9• STA. 49 , 134.97 P• O.T. To STA 58i L /2 -1 FnSeo/ .! Vor PM.s. riYid7y7 . t _ eirfa 0./7' n \car a od Use /O�/ S /o ¢'RMS. /h _ ii Er<eneida driveway areas onl LOCATION C I �� - PORTION) OF PROJECT ALTERNATE EX /.ST /NG' CURB o ,NO Le V \` En<in�toa •L' D t So /ano Brae Fog Medium Seal 20' - - - -- z � or/ n or YorPM.S �f� 0.25 " "PM.Surf I Miromor v ar. I q - / �_ = - - - -- Vor / 0 TCTBose� )•• - -.- 12' _ _ # -- Ex /shj. 20 'Ras -� a ' M,xrdn Place. LOCATION MAP STA. 22fO0.00P.QT. To STA.49f34.97P0.T. SCALE \ n IG 20 MILES x Fog Seal Ed? hl Vo r..�- !/orPMS. Q2SPMS� •• ' h t O/7' 8 050' I 20-- --- f- YOrOib /2 -I PREC18 rrm^ -m+� °^ -- 51SEYo I _--Yor I j - - - - - 'I AU621 067'c.T.8oseJ /L [� M7xed/nP/oce. f- -Yorfo /Z -�.- -- EX %Sf9.20'POYi` S i,U I LT� N)CRt� Supere /evo>Rion as d /recfrd STA. /6158.70E.C. To STA.22fOO.00P.O.T. by the Engineer CONTRACT 57- /fYC%�B HALF SECT /DNS LOCATION C YEAR COMPLETED I IN SAN DIEGO COUNTY �? TYP /CAL CROSS— SECT /DNS BETWEEN A STREET IN ENCINITAS AND DAPHNE STREET IN LEUCADIA -- —._ - - -- -- - - - - -- R v 6 STATE HICEYAi MAN 11.6D -2 E lm 7C�3- „I[ AU ,pt,1IFTI 4 1957 As [Atilt roust' plans btu A st in Eooiuitos snd wptn. St is Lsuosdla. (1 Y,t) Cls,n =4 Ps3Ob Guard Roll btu north C.L. of am ai sod south C.L. of CsrJ W. (1 @t) I AMrhrs Cold r... a [num.ur.. _ _ _ JH 4 y • Lit � �+'r rLrmTgmimr T1' SD_ r 1 . - A 2.11 CIV^'MO. R d ATL rM4MdNCT YO. r L NG r ML -i.. LIF. I 9 g Q 1 ;" � � De sip Classl icatip� Closs"D "Seal ClossG "Medium 78'Divided Roadbed Seal Cbss7CSeal - I -� M.. .m.. -- �- V or.004'(Min. r� - Class "C "Medium5eol - 7 "Re55ur ant Mix Surf. QI7dNin) Pku1l�Mix Resurfacing See Lt Turn Storage Lane i 0.26 PI -Mix Surfaci on076CI: A B C.TB. - e I SD 2 A 2 37 Shoul Existing ! T De1oi1 n9 Profile Grade T r4 - 3 Curb Shouter S Y.1 West Lane 2Pt ix Imp.Borrow Typ e - 9Curb /,9S2 Profile Grade East Lane PI: M Exlst. Rlved 5h1 I Exist .._ ...r .;=< - •-- _ ........ r . _ 1084 1 i P avemen t j 2' 1.5 h l5' Z ClA- 0.33 2.1 or.- : /A40X �..._ Wr Exist 30'Rt Var. CL B'Q42' - 8' g�i �' � Feather to Exist. Gutter 9 � -Wz Class'D "Seal 0.x r 22' 1 8' �- 22' 025' P! -AA(x Surf on0.75'GI A$$B'CT & PL•Mix Dike Exist urb Sta. 174 +70 i4" t0 Ste. 187 +25 A" I (See Detai1) Sdevva I i ExistShl. CI.%4�0.33 -- -�' Sta. 221 +00 A" to Sta. 232 +50 A" Cl. "6= 0.42'- Alternate Curbed Section I •'� L. w - ve A Lim "E t F' -- fir 8'- 11' Class"Medium Accel- Decel. Lane Detail. Voriobk?DividedlRoodbed -- losa "D "Seal CI053C Seal Class "D "Seal 'C Seal CIa:3s "D l -\ d 025 P1. ix Su c) on \ 01'F025' PI-Mix rte - .17 I.Mix Surfacin I I _ 0.-x urfncl 0.25PI '. -Mix Surf.on \ � f. 0.75'CI.%1�Ti'C.'fB. 0 P 9� 17'PIMi 5 � � Q75'GI.A 'B "C.T.B. = 0.2£.Pf :Mix -►1 17 PI. Mix Surf ^acre I //Type C- 3 Curbs I Surf Profile Grade (012'!'�1-Mtr turf. ' rofile Grade ro �rw PI. Mix Dike ed -to' West Lone n I p Bar w Za 00� 017 �o'I (See Detoi1) Sur A 5y. �- 2X 1.204 5•/. . .. ,• . ' .ice• ;_ ... :;,._�..: r --1 10: i CL A =0.33' L5' , t5 '`� `�''' ,.,' .- i/or. 2'-tT Var. 2'- 14' 2 CL'B =Q4Z Surfoxvor.0 =26' -� _ Variable W W, Variable Base bhr. 3 =26' - i Surface Wr.O -26' CI.$ " -Q42' for. GutterGrode 3 , 8 , Eris ' Pavement �-- Bose Vor. 3 -26 3' 2Z i ITT' 8'_ � 04 Min. PI-1tix Sta. 167 +50 "A" to Sta. 174 +70 A" Ibr 4 : 1 Max. f with Class D Sea Sta. 187 +25 'A" to Sta. 196 + 00 'A" i Feather "Curb Gut}¢r var. S%o Sta. 208+00 A' to Sta. 221 + 00 A" 1 0 , Sta 232#50'A' to Sta. 238 + 50 A' I Sta. 320 +50 A to Sta. 336 +OOA" 5ta.254 +50 to Sta. 238 +50 Existing and Existing Paved Should¢r Sta. 371 +50 A' to Sta. 379 +00 4" Sidewalk - Variabl¢ _ Alternate Curbed S¢ctio "' .A. in C Alternate Llne Line loss s "D "Sea I Cbss C "Med. Seal 64 D Roadbed - �G.D "Seal ! +- Class C 'Med. Seal PI -Mix Gloss "D Seel i Dike 017:025P1-Mix Q25 :PIan - fifAix Surf. on 0.17'Piant -Mix Surfacing 0.17'0.25'PI-Mix (See Debi 0 t Surf. Q75CI.'X1 87 C.T.B.',LO.crs prafileGrade � ! Profile Grade 0.25'Pt -Mix 5urf ,Rr�' Surf rre- West Lane East Lane on Q75r - r B - 8 13. ce ao -mss 10:1 % 2% 3o - iaol i ''' 10: I B-042 ; CVac 4'- 18' Var. 10'- 20' 20' - - -- Var. CL'B" =0.42' 8' 22' 3(Min) 4T+- -22'- �. �g' _- _� Variable Island Widths Station to Station W Sta. 150 + 50 A" to 5ta. 167+ 50 "A" 127 + 00 A' 142 + 06 •A' Var: 0 =4' RN Sta. 314 +50 'A" to Sta. 320+50'A" 142 +06 'A" 150 +50 'A" 4' 5 emlk "A" 167 + 50 A' 174 +70 "A' Var.4 =18' j Line 187 + 25"A' 196 + 00'A" Var. 18 -4' Type A - Curb CI. D Seal w' 'E' I 208 + 00 "A' 221 + 00 "A" Var. 4' Va ivi �Gu r 17'MinPl-MixSurf Line Line 232+50 "A' 238 +50'A' Var. 18'-4' ! ZSy f Gutter I Vorio,ble Dd Roadbed Cbss D Seal ClassC "Med Seal V N 320+ 50"A" 336 +00'0' Var. 8 = 4 ' 5 CI.'b "Seal ClassG Med Seal ClassD Seal 371 + 50'A' 379 +00'0' Var. 18' -4 9, 6br QI7' 0 PkMix 0.25' PI -Mix Sur£ QI7' Min Plant Mix Rewrf 400 + 00'A' 411 + 65 A" 4' 51 U 134+ 411 + 65 S on075CI.AarB:CCB I 1 •017 O'PI:MixSurf 90 to Sta 141 + 80 Gutter s Profile Grade I A" 415 + 00W r. 4 P1-Mix Dike vae 1 Profile Gvde 2% Grade Cl "D "Seal VVe3t Lone I [post Lone 1 var. - � _ `6 -� 1.276 I 1.2 % -� Var Exist. Fill Slope 2' CLA.a.99' Val. 4: 3 , cl.'07 0142' Surf. Vac 0'1a J -Exist 30'-40' Pavement r \ Bose Var. 3tie Vor. 8' 20' -L-- -� W �. 201 Exist PI Shl. 4:1 4br 8' Var 20'- 22' W I Vor. 20'- 22' /3S i0a / For Line 2elationships W, and W: Sta. 'a:; 90-'A' to Sta. 150 + 50 "A" �,.� 9 uess'D"saa \ See Layout Plans Sta. 395 +50 " to Sta - A - der x y 1a25'P A Su relevotion as Shown (XI- S.D- 2 -A) sur . s-,o' SU 1� O Del Marto Encinl },a Bese•va . S n LION .N9TE - -' Var.5=8' r j, St Nigh�va Engin¢¢r r.R /17 We r)0 „s,00 TYPICAL CROSS - SECTIONS 4 - f AU6.14�] sra. �os,'aom *,sroly , „ NR CT. B. - RE.f!/Afi•/C'EO OI15C oY7fsMr0•es: Scale 1 " - 4 ' Planning En9maer STATE SxSSNA7 PLAN 11 -S" n7 Im "Lt NN.11 NNNI LNL IIIC11111M C.N 4.44 Stet. eomtr. Pl. , 193, bt D.1 Nd and EMIUlt... ( ®t. 1_3 A 7 -33 or 37) Alm St.nla -G So11 3y y .pt. 1 - 5 or $. C... 3• 4.44 1936 .t.t..00.tr P1... btr Dal Nar ..A tLaiott... (eat. 1,2, 30- 32,37 -39 or 43) +•- ! .T-.' '- M^-+ -. _. -. - - -� „�. -.. -� ' Apertu CNrtl r.r. aL nN VO -onn M�cl� ' I '►ri a I I-A RATS r.svat rawsl MO. IN,a,IL aa.al Imu N SD p OIY NO. YW N°. .0,41"'. A A - - - G.1 CALIF. J� !./1e 0.25'PI. Mir SurfOtirx) '[' 19 2 l a+a7sel.XsB'ets. Lne Sr) I I I °... " SD -f ,Il(IJIn) f Mix On Im . Mir Surf. X � - Z .«.. A r,.. - 3� Olor:e': ooe I Surf / onlmpBorrow or selected Material tYeaf '...xle Rba Cox ROM Profile lI �G,rb �\ !j ,+ .75 -�— \ - Var• 510 Jy rypa C - Rofi le Grade East Lone 1 •••+•• j {� - f9..5 = 7 wlirl9 Course I`' I .� n, 0 7 / 6 PI.M a Le �✓i / / //G Er 3t P:Yt ; 1' t• Wr l5'r- 416' 2' 2 0' Wra!I1' — I Var. S' -14' r - - -- — is DETAIL OF P. M. DIKE _ DETAIL OF LEFT TURN STORAGE LANE SCALE I °-I' i (SEE INTERSECTION SWEET) •WA E , • LIfmlime L�ne R/W ClossD' Sg Divided Rood bed I o Clos Seal s C" l Med Sea CL'tf Seol ClassC�MedSeal Cass DSea 17 -Q 025'PbntlpliLt 0.1 'PlantMixReaurfoc,r. Z 0.1T-0.25PI, \^' + PI. Mix Surf.on0.T5'CI.A� ]LCF.B. Profile Grode 9 ro C 11,17~t 5~14F 10: Mlx Surf. � Surf. rR.. West Lane Profile Grode o East Lane A-1.t.~. rr .0,3 ......, ...,- rte:.:_:: r C d bad .... I•e 24'Grad¢d Roa r I CI.' � Ex sf 30'FBvement pa 13' 10' I CI:A -0155 20' CI5 2 rofila6red .7fi �Pae -7 5' S' 22' I 43 22' 0.75' I / 2 ./ • 2v � 112:1 I I o.75' 5t0.379 +00 to Sta. 395 +50 , Beach Access Road I 5 Station 339 *95A7Lt I( � yy [ L n " Line Line 1 TS' Divided Roadbed 1 Feather Exist. Profi 0-IT - 6, P 1. Mix S m Sea l rfac -� I ro ClossD'Seol CIasSC`MediumSeol Cass'O I QI i =025' PI 0.25' PI. Mix Surfocinq on 0.75' cr 017' PI.Mix. Surf I �� 7'P Su-f Class'Afl'B'C.T.g 1 o an M 0.17(Min. e )PlantYlixedResurfacin Var004(Min le Grode ao rSaleetadMalarial ProfllGrode I 9 PL MIx Surf. t SM. 0.1TPL 5% Mix Surf. 12 /° West Lane As East Lane i 2:1- - - - / . .. V3r Slope % Wr Slo e ClassA -Q33 Exist R14ed Shl. Class B -0.42' 24' 2' . 12' �-___ WI I Fzi5iPaved Shl. Exist Gutferor Berm 3' 8' 22' Ao re var Ezist30'R3vement- Vor. Type C- 3 Curb � oo' � 0.12 PFMi 5 rf.onlr�p.Borr:ay peC-SCurb 22' Clas!M "Seoi G25' Pl. Mix Surfoee or sa�¢c ad Ma rl I 0.25'PI.MixSurfon PI. Mix Dike(See Detoll) on0.75'CI.9T5 , C.T.B. ,, .. O.I7 dvlin) PL Mix Re surf. 075'Gl.r §BGTe� Is 5 2' Exist Fbvt. 64:1 2 -14 Mar) Vot' Alternote Curbed laland � Vor.3' -I I' 2 � I' 3 �.•� Sta.336 t004to Sto.371 +50"A Accel.- Dec Wr.B -I el. Lane Detail 1' L— q•L•rie •µlf,i� ff Divide 'e Line l d Roadbed _ Cla3sD'Seo — CbssC I ClossG "Medium ' CL'p5eol Clossb'Seol 'l �-- -- - Wr.00 Mix 0.17 "(Min.) Plant S u rfacing .25 PI. Mix Surf. on Seo l I 9 0.75'CI. A 6 C.T. B 0.17-025 Pl. Mix Feather to Exist Shl. Profile Grode Su rf. Exist Gutter West Lone _ProfileGrade Plant Mix Dlke Var510 Vrr.5Y.0A00 —1.2°/ I Wrslo Exist. Lane --(See Detail) Exist Poved Shl. I I yy . r IC:I Vor W Jere Cl'A' -0.93' 2 �II Vor. i o.o ->n CL 60.42' - 4 / GutterGrode Wr.10' -30' Wr -- - - Var.18'-29' �r Feather to Exist Gutter r8 22 I 4' T- 22' g' 3' �•j I Exist Curb ist la Sta.196 +00A to Sta.208 +OOA7 4 Sidewclk xVa�'hl• Sta238 +50 to Sta 3146509 10, � Alternote Curbed Sec. Sta 238 +50 to Sta. 263 +75 / V ! (XI - SD-2-A) . I Dal Mar Enci 9 l9SZ Superelevation as Shown B TYPICAL CROSS - SECTIONS 5 Late iqhwa ngineer Scale la- 4' ,Ci r1, Nrin ng f I 1 70 RATS JaMIA1 PLAx 11 -SD-2 a7 301 Int aaaaP MI AN LLatOt11 a atSe 3° 4.44 State aonatr. plasa, 1932 pb D.1 Her and Bleisttu. (Sh 1 3 a . • 7 -33 of 37) Alan Standard Soil Sauey apt. 1-5 01 5. Case 3° 4.44 1936 State Co tr plane Gtr Del rar and alloinit", (Sete 1,2, 30.32,37 -39 of 43) • Ap.rtare Card l S�- 9EMOu e - - - -4 •x.1 _ .._ - —_ S J J / f ��T� 1 / f 9 C�, r Tr �� \�J w u. ~J XI SD 2 A 7 37 j -- �J i. L - r r . 4M2 1 Ate' ° t.92i.sa xi L O T b . '2324 .v \ \ O' LOT d- /6.37 .he i� :� rJ I$$ _ r f ` I. I 7: 44.3%6.1• _,� .. LKAK w, at_ N f I1 t• 996. 76' 202.84' II N.42 �• SO R d•YS /' L- K "`+aa,r :^ - - -_ �. 40.97' 39' L.s22• ! -- k w 175 =s.�.� �,, - f / 8 i '�" T , �'' R -29 Qg NI _ � olo I ` _ ! 1 \ . e tZ !S . ", 2 iV ' `�\' �f 3 d• 8' 27' � � � °'' '' (, ' .:r •,1 ../ 1, • .c. h• n 1 ,q. 070' .A300l�' d /3 Zi L•6Lf4. I y4.OQ5'3•Y'I ,� 3 Rw30 , O ` E!'1 /27j' s7' 0./1 6B \YA?lOTSrH9fSNOiL` / G:2" e93FD t'• ^ lAa 1 L- c37.0 ' V 2 p � Na 7 — y ' N I A. ira ' See/nfer"e/i0n Dill P.K ' in Curb We ek 6295 �� Vdlr - - - -- �- - - -- � � - - m Balch OVerhead �i2�r f�osyn - is - i / /.Sk�ae /ifJR�l6cLt Fi //S /oyes !/oc _ �E: ' - � - -- � _ F// Siopes /' /r: / Alt l/or. Lt. Ar ) `�.. Przfi(r ls�de lie Jl�, rc - - -i - � n � a - r -- -- - - - -� - -, - -- 7- - -- - -- - Zj - ' - - -- - - ---4o- /oo •rc. ! t\ f `6 - -� — o _— 4f �'f" + _ � .tit �a � I - - � - - Q _ __�. - r• r- _ -- - e JAC. 45 iY es _- -I -- r I _ } I wr1 02 5¢ f7 _� 17 /1 { l .. _S7 6} 77 86 9L s3 _ _ _ a - /2 d 8 bg 22 I .. /5 - 0 - 47 / 5 O O — — — — [[: Ea16 / /2f TSLI'J 11 27/4 i i 68 - .. . -- — — __ _ ... /C J `. -- r 37 92 -- - 74 54 4/ < 95 7/ 81'ATE �OSSA� PUdI S 101 31 -SD4 III WHB out m IIILAI ITIN �— peo, 3• 4.44 Ste" 4011 All 1952, btr De l KoX And Solfnit". (e" • 7 -33 of 37) Also stAOdArd Son Sur"y Ab" 1 - 3 of 5. Ogee 3• 4,44 1936 A"ce oomtr place 4t„ Del F" And Dwinit". (Sbts 1,2. 30- 32,37 -39 of 43) Apol Card r... to rr nuo...rN M>tcj _ - 1 Y411 v i l nl�rrrnm�111%1911 [ I Y 1 1 111 I F11 1 1 8 1 1 111 1 . 1 .1 _ -- �- A 2.11 `J E3 , B, C � J >> XI SD 2 A._.....8.. 37 w - L,x _ _ LOT 5. j 1 e, Xi /L1 /2 /9S2 u a.roty I die, - -- • -- -- -- iq -- -- itYsii - -- -- -- -• -- --map !�/lA �'— •- -- -- -- -- •- -- - -- -- -- - • 7N 'lN' _L_04653' _ �IV4;.1 ��_ i __�V/.; +sue � - - = ai�'�'1 —� _ . .w. L— 7YO � d =8.27120' N/2' /S'/O'W °r ✓,.�.. __ __ —__ „ __ __ __ L =43. , I I r w r Ib a = t Lax .W I I R= 2z4xv' L- 11, L� 3 /L9G s � BMOUA _ .. WPwinGrowd liaxOryr.�%a' PoecScd 64 Di�.i7eL�'/Poadbed 8 NL Elea616o255A ; Pile Grattesas ho/7 __ -- F1W S/Ope-5 1* : /R. VarLt. , ( �76- 4 h� � � � � Piv�ilr!irgda_ls�stlaair �. I . 4(9 ^ v N v v v v ti It `m, Pro>^ /i 6iade Easllare (PO” A I * mail. 4,9 84 7/ 74 .56 -(• 1 � . O J 28 ! 23 %9 S 2 O O O O O O / 3 14 /5 /5 14 I e/ .1 120 84 _ r� 7/ 39 65 78 79 49 28 28 23 2/ /9 82AT8 BIOeWA7 PLAN y1.8D -Y 'N7 1N II ! MA a auf ep elitellllM case 3e 6.41 State somts. Ally. 1932. Dtr Del Nee, aad Alsia - (ehts l'3 6 • 7 -33 of 37) Ales Standard Soil Survey abta 1 -5 of 5. teas 3' 4.44 1936 state senate Play btx Del Her asd FLSlaity. (Shts 1.2, 30- 32.37 -39 of 43) . Aper n Cu d r... n mu.er -enn kick -- Via ) jQV I I IIJ 1 111 1 1 Jill I' +lo 'T"TI�{�I`T TIiiT�r�rIT� `�R "`iRrrm'�r�i�gi�; Ilr(r1rrjrrrr��TiT{1�T�m A 2.11 EM I-25)) r-- ?, V,9 C J, �> 1 C� �\�1, J Al 50 2 A 9 37 :SECT 2 X' J f A IN A B E A C ;-1 1-952 o z 3e MAP NO 1749 - 9 N V A J _ fY /O'„b' 7Y •M.c4 L6)r NkalLoar �" o'I _ _ _ _ ------------ - - -- _ _ __ _ KS cl:www4dW ' ` n•A.� —__ .__. ;VN� ?iS- `lam -_- — p7� ; -- ll� IutllrE Ear / �- _ _ - --� . -- _ ... I 'ate . _ <a. 1 �^.+' °5� 4� • „w,. v I ,.uw .»a I p not )w •W� NI is ('NS _ - — [ w ' � f � — � � .oar rw 00(SI aIi/C� � � N/,•[ � �G.AYMIOJr SI i �4 U E LNAi j �� I Ib I G • O'!7 0G' T• 2Sl.67 L • s,%7:7 I n 1 ' 64'L71j aMy26A Gbr. Divided ed Raoob 1 /e �SOS,517O 17 RR. spike in RP I P 122062 I 146.5 Lt5ta208r485 � Clip CZ// S /OPes Elek 6960 Fi / /.S /O,aes 1h / Rf. Var. Lf i i j °v 75 ap ti Q N tv m N 75 70 p i k 6A use `Pest Lox e v 4 '4r �° �° ° 70 i 70 i l b- 2a7t c -04 % t068% i 66 - •/. 480'1 t0 j 4U0 7/ -033X 60 w Aug /aGiodeEosfL�z c. 65 b I G } h 60 e 1 1 J j } r 1 i I i I USC (ICS Lb&/!n >r.al d 6 7 , 2O 2� 13 6 /O // 12 9 j 51 B/ 25 22 27 20 ! 15 13 22 25 25 /8 83 Z 97 ! B/ 49 55 e7 90 74 76 77 73 - - - - -- - ` - - -- °- - - 11,9 K Jft STATIC SISSIIA� P[A.M B17 101 11-31)'2 •Yl AY ittit UllM rill Mt4 4.44 Stat• pp°•tr. ylw) 1952. DW C•M 3' pl Ner •oA gpinitsu. (A4 L) 4 733 of 37) SOU 9-M Ghto 1 - 5 of 5• 4.44 1936 stet. coo•tr ➢lw btr come 3 ° mr WA s"ioitoo. (Sbt• 141 30-32,37 -39 of 43) Card Elm , MIC� �1T •. 1 VT I L tqr w 4 1s + tir(rp(gq �rlrlgr ggrtli (Ii�rrf�T IITI) - M7 A x.11 OS XI 30 2 A 10 37 ? S r r "r 2 J L Lr�i\lA S E: A xl s o• 3a 'AP NO 1749 ;v 3C) I A N S E A C H MAP NO 1749 L•30L 8a' 4 i li R- !(,r170' N �, vola� k • ro \ Id 7- 23399' h ¢ 3'�' � .. I I h5 IT _� — [/3 9 i• - -- inlek 6afrt Il ls! rs. air /db)x/ -- s r CM.siRoisodBsrS ..• _ �a i _r - __ l '�sarcimfu � �' • ^ i A /iSP � ' - i3+ ' ^� • -- - Y •d s- __ u' ~ ��/7fLL.ti.�feri • I �___. —�__ '7l� i �.vN7 � + �jJK a.IS.IIYIMO -0 /SA h /iff � _� - - C•�� I. r � • JM1e PP� !9) /. //.'! (? /tP(4- • INMf ♦KYe.v./ /i1 I x V � � fP)O.L L/w .V'f >d. feHN F /tCN [✓Lwb R7,000 �• �_ - 4 _ _ _ �aiswl ^s'a _ _ _ /s,r ✓s r.:•�row. vroi 1 s� I R 2_ Z000, L- 50722' a N// 29IV 6000' � fff - Set /nfermfion Detail Knob Chiseled i Endof West HdwL I/ar 491010ed 1,15hadhev, 7B'Dri�ided Poadbed 4t.3lt51a217t48.34 Prz�e GradesWn Elev.67.52 eSSho Cuf S/o S /oyes /��." /Rt. f I 15 i x H R, ^ v °�i q 75 O' .C. 10.6Si1 17p VC. � \4 q oS a a - • 6J� ! 10/!10. er zso'rc. 1 n of of oa q 0 t 0.410 % � ,^ T -vo we t)t V V V V V V V q q (p q �b h p0 V v 'q y '4 q Ooi 0 Prafi /e v ^raoe EastL.+x " �° ® v v o . y V V 1 60 60 �, � U. S. C• X6.5. L�fv� E lly� /nes ax.tal 0 3 6 B /9 14 /4 3 14 /9 28 30 Z5 �37 69 19 13 20 9 2 3 5 97 /2/ 30 177 2175 214 174 134 6S 78 94 70 Z9 � zrc / •Z � 4 1rs , �sE 3 515s STATE iQGNVAl PLAN 11 -SP-2 k7 1n1 11 t YYIa tAtl AY t /ittltTlM Cana 3• 4.44 state Constr. plan.. 1952, bw Dal Nan and 1lroinit". (sots 13 \ 7 -33 of 37) Alan Standard Sail Sarrq abta 1 -5 of 5. Cana 3• 4,44 1936 ataa aoaatr Plana btv Dot Mar and )Loinitaa. ( 1.2. 30- 32.37 -39 of 43) • A7art,ua Cu'd .... .......... FA c -- -- III I will, 11111py 11 TV WP .11L �'1 ?TP�!1!!Tlnfl �t,t . I PTA '( � 1 Q (Ir(il � l + l T l' 'ITiRIITi ;;- - A 1.1 Jr � , C Ja3 a 1 \/)> I Ja J \5 �Ja9 r�a / r \ I T V `Ja , 8 a c j a L/x :�1� -•J XI 5l) 2 A If 3] -77 J EC 1 J J � - R- z500'� i r- zz435' L- 448.70' AI Q ",?y 12, /5s2 �\ C A tea, liyl - 11YJ91 v OI n R. 39W 7. Z L- 392.28' (. �, L� - - - -�� JI_J -....• _ _ _ _ _ ___ _ 1 A .L's/J — 1LL /Nerflars � -- - '/33 . � -- - -- 1 Tivrrhd ♦ � t 1141.69' h R.137 2.72 rvsa rvsoJ 1vJgf A-7 1.4 s/J°7 /p}ql 3, !ilAr - 0 p L lm lt9 1 7%T35 _ -- -- - L'_ 6 ' Wre -- -- - - -- ----------------- i a`t vc `ti / d ' ;I Nti i i Chiseled a in Cub 30 North of Lom 78 'Oivided Poad/xro' U5015M*U - 01 40.5' Ltof 5to.226+155A• P Post 51d. &ass Disc in Cone. Monument �i!/EitJ�O PG1�0'6Ct?' Eleu 67.70 Profi /a Grades as Show, 1162t. Ya Z32441A' h Cuts /opes / : / Elegy! 61.010' 70 a 70 Fi / /S,f�Pes 1/or(Orr•/Mox.) h o �Profi'k Gfaoe TuMp /ke Sec'ion Pitch 65 ✓ 29 '/. I 60 60 76 h IL w o 8 ry 0 w w q o \J % v v V v v ,�� ,� ^ p Pmfi /e Grade{r�erfLane °� ^ \ fi t h� 70 1Gd ✓.c - 'o.6iq v v v w \a v v y ' /. , lJ0' . ✓L. J90 �.'C y V v V V V V V �? v 70 a,' \ N \ w 290'✓. c Js0'/iC -o.5c , \ w r v b q 0 0 0 \9 \D V \g Vf b - 4 0! y N O t • '� v Profi /e a "Ode EastLaix �' - O. SB y, v 60 0 '� U.S.C�` G. S. Dafurn E �iyLirxs i 361. Aar). 5 7 7 3 0 /5 24 33 47 37 31 24 27 9 6 / /6 J3 -1 0 0 0 S 7 /0 S 72 ; 69 s 42 ' /B 1� /8 ! ?7 1 -`�... 79 d 90 S 51 4J , /:' ✓ -- ..X /tJ/ STATE NIoHWA4 PLAN 1C1 ll-SD-2 Irtl Wwll Mt AM wovu - - Csss y 4.44 St.N oosetr. s plsos. 1932. btr Del Mar and E.oislts. (apt. 1-3 a • 7 -33 or 37) Also Stand-rd Sell Burry Wt. 1 -5 of 5• C.o. 3• 4.44 1936 stets oosstr pl.s. btr Del M.r .tai seel.lt.s. (sets 1.2, 30- 32.37 -39 of 43) Arrtan C.rtl r. r- n nal vr.•.vn I - AFF 1If9m win o I G A 2 XI SD 2 A 12 37 1 1 ^�, l C 1 :J i I r , - , , O•l0 %>1f°` /Yldj� /Z, /9S2 �JLA lyce �� - \rH SJI \lye\ \Crl �/l r�\ ,� Ce e -eon MAP NO 1749 MA? NO 2143 o 1/J17. ?3017 2_$3 BC.W 76a3' -7 73 `• eN Artu 4'Q1H'hbrn - �i 'r _s•J- __ L�7L'i¢ VO 7__ b/if I r nh!✓KP 1Eg4dE f �� ' ✓L —- - �� i -- E_ - -- —__� —_ j rI0 t J 1 N21'48'00 "Yti' 1 I. %238.8/' 00`/Y J 6 /Qf6.R✓' 7 /snWfo�[fmf[oe�J 1 I i sM•31 64 'Di✓ided s/bl'x�G' Leod 0ack mConcreteCurb Ltof5ta .244 +10'A Prot 6,100easShOkV, v EIeuS8.80 C'!/f S /O �•� 65 C N Fi /i S 1ODe.5 Varr . /Max) d c P�ofi /e Crxade Turnpike Section Ditch - 133 '/. n h Q I (,0 60 N h t 0.4.9 h h - 0.3/'/. i i TO N a 70: N 65 l_ -059$ O N o o n m P✓vti /e Grrr�e m ON on n h b 65 2oowc. % h h n h Wesf Lone 1 ) v h h h h h h h h ® 65 zB0'!!G 60 v $ a e oo V e h h h n fast Lone 55 rn m h „ 4) h i I US.C',�'G.S.Lbfam E�Tt/L /mss 6 SalAkr..13 8 7 4 3 9 6 9 3 O 24 /6 17 I L /8 36 S/ 36 18 25 25 /7 19 26 13 4 7 29 e / o O // 17 4 3 4 0 9 23' 29 27 zrz 1w II> Ifo i t ✓ I s s 7 p 9 . s al/ AL !SASE 9113 AI PLAN 11.8D•2 WS I" IIR uMla but m alNelpl�� Came 3• 4,44 State a/natr. Plw, 1932, bb Del Nar and Smal"t N. (Ate 1- b • 7 -33 of 37) Also Standard Soil 111 ebb 1 -5 of 5. Dane 5• 4.44 1936 state nonatr plane btr I Del Mar and Enalniba. (Ebb 1.2. 30- 32,37 -39 of 43) � • ApaI Card r.r. n Inun+ -onn t M . SLR -5 A 2.11 __ .. -- I 1:j J { J, J >9 T�> / r VV C�> r > E XI iD 2 A 13 37 �'= AC.11 .+ �- J j Li ! R' ?2L1� • 1 �J �r:` d /B - ; � %: :J E - - I �-�c�u' M A? No 2143 7--96 r 'ta,5fi - -- / xl S? ?�i �"_ �; . +ii ii D'1Yl %9.�' - - - -� f — Q ----- - - - � iw ;,F b f {_ _ .e..vw. V I ` ,�/ �• { 1. - / f 4s i _ q t N3 W "z• • i • ' - - - _ - - - I ^ r2 ' r /o �•�. R- 2930'I L- - 15. e ti a N44' /O'50'W 35Q.0/ F i2 I'I'I'nin++r. •lmn P'P nrl ^.11 Tn 7'*!•+I�'IT ....r t'1^ I 75 I ; �•_ , _ '� �y Eos/L'�r �_ -�� - rr ^ --= °----- "-+___ ec If • /Sb ¢ __ I _ d I � ,its,- J nrn„ZA# Exis . R/W Apt use 72-41 - . ial �N ?TOffY Ii Qx y_ w.w i I 20?.2 1 rush I R 4d/6' tri QI ,.p' d.6' ro Ekmn i fNr \ ` L��W T Di : /B9 S¢ _= I ELiglr , -- v 'V I r �i �ti 4 = J7d35' i �� ,�: •, '� a1 'a0 irY i , P•2494' 1-94-7 'T �M n Di�S'.f1Gb "' V� X 4; N97723/ W � ' 60 Lead �,Tackin Fi4 'Divided Roadbed BM"33 34'E� �0fq' y� RRSpikeinold Pavement .l Rohe a5 SbOW17 ltof Siu%4 +36na° - o. / v. Grode 4 � Cuts /apes /fr: /Rf WrLt Elev30.55 G Fill Slopes Vor(4.' //lox.) Cut S /ope5 _ Fi % /Slopes /fir.• /Rf. lkrr. Lt. i 4 ^ h ^ Prori /e Crude TurnP/ke 5ectirn Difch 50 N 40t', j eo h 4 h h 1 h 40 R h 60 ,,00/% h h ^ a M ^ '? t9y, 45 m 0 g5 °Ail o I t C4p l p ?'�. l�} 4 , mac Profile Grog iYesf Lour 35 N q M 36 O, 40 30 O N N Vi 90 i 30 50 D ofd° O 35 3 M a 35 �s8p. 25 ' h M n a p /. � 4 1 p � O V) ��'. 25 ' /e Omar east Lane Q 30 N N c 20 N b �O•rc m ^7 m b e) 40 N 20 $^ h N O C . 40 el q a a O ti (n 35 P M 35 n) ^ o M 30 US. C. G.SDatum f¢�YGiaPS M m ' M •r Sol MON. 20 25 40 49 37 28 9 7 6 7 4 9 3 22 29 4 2 /8 44 532 1628 2896 4380 4688 1Q 54 89 74 83 72 /9 / O 6 7 99 408 M 'ssz BTArE Hll;;j pL1M 11 -SID-2 O.7 101 IL atSAn But AA ttltaI ell ■ Case Y 4.44 Stitt eeootr. ply 1932. 4q Ma Dal r am Buoieit". (a • 7 -33 of 37) Ala Standard Sell Song MI 13 of 3. toss 3• 4.44 1936 State OOAatr p1Aoa 4tv Del Mar and alleialtaa. (S4te 1.2, 30- 32.37 -39 of 43) . - '-- �•,�a -- - , - - .� . -. -_ _ _._ _- -' Aperture card ....... .............. ' i III title fill : F 1 r 2.11 CN j XI 5D 2 A 14 37 ;ter r f May 12, 1.9S2 01 _ \ S %( ZZ /R 2898' .. p :° •..� 7 =G9etG8' ��iiryry T•9x10J' R= 2894' \ L' /B /•frd' 'a �D 7 =6896r N 8.8'34 640 %�foedf4ocdbed RRSpkeInPP * 28347(SDGas ElecCo) 175' Leftof sio269 +i7r Profi /eGradeosShown Ele¢ 15.92 Cut S /ones /.•/ C F F111 S /OPes /iz�. / �— Fi //S /oyes / Lf. //'r: / /4f. In - i I 35 30 N two .30 N N ^ V K i O N 25 N N Ct m � 25 ! X25 i,�, N N N q O O O 25 I C v � a profile dnx* NrsfLone h h h h 20 20 In i 15 N a f a V I � \ �� ° � � \ ro q FYoli/eGrooLEosfLone � 10 � I 70 ! i c (/ 5. C. f 6.5 Dotum f f/YLirxs B 6 13 - // /2 15 16 /5 /3 13 /6 14 6 414 328 259 288 275 22/ 2/5 256 217 20B 251 179 160 11 Af — _ — — Ile f G 7 STATE PLO SAY Im it au[ .w wwu nu wwn 4.44 Se=e, °omtr. ylw. 1932, Ow C111" 3' D,1 Nar and Dmioitaa. (®t" 1-) [, St nderd soil wrr.r onh 1 -5 of 5• 4.44 1936 ,tau °omtr s� Yw come, 3' Del Nar and swinit". (Asts 1.2, 30.32,37 -39 of 43) Card r... a° ..... nn i , T f I :. 1!�I IT <<< �j jp T�, / 1 \ �V,9 r, r> c 1\11 XI 5D Z A 15 37 E C - I /1 - mw J-r �J r C_ r ? 1 .� b �,� • � XI 0 s °• �Wd V 12, 1955 Z" 4 ` <o ^Z .QL /t1! O b . •�� ITBk__ 0.._a_ / noon- 7.3/6.63 R. 6004' T- 9/685 r �I MAP NI17 1E V2 _.- - -.... L - - -- - - -- - - ---- * - - - - -- - —3 t4" '� �O' _ -_�. - -•; 2_� 61_+'1 �a�bs Ea�vfm•[o xTIFZ'. , .T �� _��t� ___ - -- _��`:� �_� ' "�' d- 76•4C//• .I. `u/ ., 7.4 All � i yrr. -2d A!' Er/st R/W d✓ sw C•+ ° •A°a°4i` „ _ 70.96 - 5.89 ° 26'00 "E. ►A p !d0.49N.6 °03 L 30 W. - - ;: =/335.69' v, S.d9 "E.� N. 6/3 "W. ' \ .s "Q. Ale W.� m ,� �� W 589 00 "E L 285.78' a- zeee7r• Hti a o �� 7 - 2894' m v T- 68933' BM •35 6¢'Oi�ided/4ocdbl?d BM " 96 RR.5pike in Pl1ing RR.SPIke in Pilinngg 52 Left of Sta281 +19 A' RvflleG/2*sasSfnrY17 551tof Sta.Z89+ 4' Elev..9.36 Ca Slopes /./ Elev.9.78 Fi// S /open //z : l Rt. vorL t L m N 25 h � 25 20 � vv v m �N^ejp� a b ^ \ \ ^ \ �� o 9 ^ N� 20 Profi /e Grnde lYesf Lone '� '^S �i �i `�� b ^ ^ ^ ^ ^ ! �� h 20� p = 4- -002% � ,IQ43DY. M2_ / c[�C c. -07 9 79• 15 �.�� /&V zce•vc. 15 -oo ro. /2 Y, rQ34y< y c - 10 h p o Prof/% Erode ECSt Lone �D N� ^ n ^� ^ ^ $ + snio 10 O 4�� 10 h h X O l I z U.S.C.�'G.SOvfi/177 E 3Y "Limes '� 44 N 17 27 34 62 69 84 B2 64 41 /Z 8 O O } e 8 16 /Z 15 /3 /O 7 6 4 8 S 3 O i 232 347 386 446 608 740 722 799 6.53 S78 262 316 132 9 ' If 1 S +rl STATE NXIMA) W.A11 11 -110-2 sw 101 Ill( aW(( NN( AN 6(89(1 /TIN Cane 3° 4.41 State anoatr. pleas. I=, Dt= Dsl Mar and Esinitaa. (alto 1.3 L 7 -33 of 37) Alan Standard Soil surrey alto 1 -5 of 5. Cade 3° 4.44 1936 atata aomtr plans btr Del Mar and lbninitu. (shta 1.2. 3 -39 of 43) Aperture Card e.. is._� __ .rte. "•x. AND - - I i ] wry - - 1 1 1 T I F PPI PW Illy imIITr�iIT)p(�)piil)r)r m A 2.11 \ ] \ J , 9 C�, B, E3, c IM, Al SC 2 A IC 37 r 2/ •Q! l l u� o MeV Ike Cq ry N � A, ` V. I M A ? N 0 1 6 4 2 Nat7' p' a7fP99' N / /"y(liffio' r,%0%BY5N' Il4F' IC -r .L.• �I �I /_ � • rr>L. 1 __ I ___ .v /O 933 H b a ' 4249z, . J L f A~.) R/ /G •^ _ _. r lvl11 /v.(a• a°fsa 44, uni s° V r q.ra fiir :ww eta: F... -..✓ .. -. aui 4• -•� y r q.. _ .;1 .. ... i. .rfTjy. 64'DiYided Roodbed g are "37 1 asshnrY L 5&Ltof Sfv 51 01 * A lab CUf S /opeS /: / Elea 11.79 F /// S /oyes /1r: /R/ k&,- L - Fi% /Slopes /O./ R1 k&.. Lf. `� s �N� ° o 20 o N �V• O O A b tiQp O �} O� 4 ® ZO 20 h h hh h O <} 41 cS O q, H ® 0 6 h Profi' /f Giac� A*SlZa/fe c\ N ^ M q® 20 2Q9YC -043', V m M w \ \ \ NN 15N 15 ,�. /� � / i _ � Joo•uc -048 N ® ° 3U' ✓C. - el. grS F- iofi' /e Glade Eos /Lam .. o� 10 D\ ro • 5 U.S. c 05. z701am E�3l,Gi�as • 5a.ttdl O 0 4 /O /S 18 60 45 47 72 67 64 61 y 8 �� 5 7 // 12 .9 // /9 31 14 // /3 397 455 473 / 459 303 620 642 616 356 193 75 40 61 L J 4f S G 1 7 . ter.... . `. / a •. . CASE `�` ; SLATE BIDAVAj PLAN u.f 101 U-SD -2 II It NNN aNt ,N NiN11tIM Dace 3• 4.44 State 000str. plans. 1952. Gtr Del Mee are ENlnitas. (10t4 1 -3 a 7 -33 of 37) Ala* Standard Solt Survey mhto 1-5 of 5. Cris 3• 4.44 1936 state eoastr pleas btu Del Mar and llminitas. (SAts 1.2. 30- 32.37 -39 of 43) • Aperture Card r... u .nuaverr.l �m 1 4� r ...•111 _ �P �V • A 2.11 L l — Z' S �� — CJ,9 —��> v jv:I `m �o � , c' NJ, ,� X1 SID 2 A 17 37 ' Larl, v I ! �' ` C J�J O L•a / .7 V r MdV /2, /9S2 wl ; ,y eae• v- Map No.1642 _ 4- 7Il f L 76�aC� t' . yf I _ _ , ' L j 1 � .6. / rags � � � ` QIY i':iB�i i •0'.4'37' . ' ,. s«`° • . ' _ —�_ , /, �_ �_ -_ a' ��__�° i� - � �'� N20° /759 "[N /501.87 e..i./e.- f �YUO ®000.' \O Haan i ` I owl / l J a t141,1' 1 `; aa,. q ` - --� �` i �!•vc.. c.1r o;.. _ _ _ j '"`'"" <,. « f'�u, +�xr, } } ,v,c - - - - - ED A r wfr r� r ;MaP X298 64 BM' I/or. DitridedRovdbed PlVfi /e 6101aSSl"W7 RR.Sppike f PP'25074 1o0'Lt Sh132i +82A" CL// S /Opes /•'/ Elev 11.74 f� /fi•�RD�Ibr. Lt. � � - � )W1.5 /O: / R> ✓orLf Fi' / /.Slopes 4. /f YorLt 20 20 0 -20 c h 6 ti ro 20 n� N a � h '� h o p P / R -ofi /e Cmde WestLone 15 -os7•i O o s �O f / ,o 4Y• 5 10 sn 084_�� (0607 //OYC / ZO ' ✓G /6 '!C 11, a ZOO'!!G / 10 �a� c. aesx 56%. / , C -OOB•• /, Z4 ! t Prof/%GrodeEosiLa/7e N \ m � 010� 5� o " a h h ve M� a h tiff 5 U.S. CjO S D0141177 E jyy /„r 58 Sz S2 JO 48 32 37 64 68 72 75 76 I 87 r, .. 9 16 3/ 27 29 41 45 60 53 // 7 5 / 104 9/ 67 46 35 ' /8 ?4 15 8 49 /20 178 243 for r„ STATE OSYA PLAN Sly 101 Ill! aeMtt aYt IN aOtaleTlaa Come 3• 4.44 State eonatr. plans, 1952. 4er 0.1 Mar and FLoinitas. (lll 1-3 S 7 -33 of 37) Also Standard Soil Surrey all 1 -5 of 5. Case 3 4.44 199 state eomtr Plana ew Del Her and Encinitas. (SDts 1,2, 30- 32.37 -39 of 43) • Aperture Card r... u e,el ve••mn - - -- -- - - >• -1 - -- — - 11 i Moo � P► J�'I «TR n w I , _/� c' r r c� T 1:� r� . MapNmIZ98 ` l ` �' ��, _ C� �\�1� i —� XI " Z A 18 37 Sec. 27 d• 6'SS'IF' NO fq6•!! IGente Ma. ,*41 R• <982' \ ' Q ♦r, �- 326.07' ° �\ P A" , \ I -6siu' v it Ca639" L .•l i • � J.lo � L lax .n ax -�_! - =wrr- TTTIT � •T -T.� _ CI /S - __ __ ________ ___._____ -_ - -._ _. F I -_ _ ._ •. ___ _ w� ate-- _. - - - C - .�.7 ngf if ? Lt 57- Sfa32 7- j Cfltaef�d•"Sh fdht YYI _ ofBfMdg�57- - - - -- - _- . ON -- -- Sbpas /:z I — - - - -- / S r /tf /O. /RI I � -- - - /op+es 1 r r - -- - j - - - : - - - ! — N - -•o Y. �9 h 4ti f h N 9O N N CJ F___ 20- PAA \ \ +7d8x v N " n J5 I I - t� to H 0` H a I ' A5 I fp r.N N/ Flafi�GivdeEosfLorAe o °�` q N rf II Oil n 1 I I ! A� -atwt i 102 O 0 71 /20 .b5 77 72 43 233 y7 2 3 0 0 59 sq 5 O � _ - ✓ 605 ,� 513 / 527 292 //3 55 53 G5 56 6 Jr 7 e s3� SASE' 3 'x: STAIN S10NVAI PLAN u -SDQ Nrry 101 nu r im auc uc nccc,rn a Casey 4.44 State oo♦atr. PLO♦. 1932, 6ts 0.1 Nar o d Aoolnitas. (its 1-3 S 7 -33 of 37) Aloe Standard Sell $Mwy shts 1 -3 of 3. Caw 3• 4.44 1936 state eewtr PLOD 6tv j al Her sad Aail aitaa. (its 1,2, 3 32.37 -39 of 43) • APartad Card r.r. u mon,_u•n WMI I T IT M ACCESS A LAM* Rdoy.am&- /SooCY. I da7 *47%6' r— `1 r r �> ODSD ol4, r .: :r T r �� r C) > f �� >9 "�oa>J> Cf XI SD 1 A 19 37 j MI5' ZI' L•Q79.19' %9 Lwt - R• JOIOl7' 6 �� > S ec. 2 , r- as�uo7 • L- idRlB' • r- .9l1f". Q l.pp rnl !nq Cr.l XI sw i RoavNS•O�AILP. `� p Y J j - 1 i ce_ Y N24413MW / • ? r Y' /. I ./3' T W I I ~LOAC Lb/IC..Qb!+Vd BoI'i �I Ril LAIr/ /cs Y�i.r xx. - rzxa: —_ -- � � __�___ —_` —. _i'�_. —___ Lnu✓TiM i♦`I✓Mly'� �' .1.� _�— �,�� v e. - ; Avh44k It � i t i 1 PQ I Tm*w - 7B'Divideo'iRoad�ed L t Slo e�rof — tt�A g — C -- - ---- — - - — - i 8�` nf.51a148 +TT A F r - - — - -- -- - ii mss -ic Lt ' a ✓ope • ii ` / � T r . r 5 N K -- - - - - - -- - -- 3 — - ate ` - - - -- - h -- -__ -- - -- r • I + - -- - -- I JT I liar f f Ica 1:. - - �> _ iG f /7 - i / / 7 _ 9� G J7 /3 -v � G37 22 22 21 6 . 7// - — — � _— 792 - - - -- - l.O2 P72 /% /2/ _ za ss Z6 17 - - rC q i �rf 6'1'-78 M08YAj PLAN 11 -M.2 aw Ia wt rw atssum o Cans 3• 4.44 note oosatr. Plans. 1932. htw Dal mar asa cwi"tW. (rte 113 a 7 -33 of 37) Also standard Soil am"7 ahts - 1 -3 09 5. Coo, 3• 4.44 1936 state 000str Plano ►tv I Dal Bar ao6 :yoioitu. Mto 1.2, I 30- 3237 -39 of 43) I • AParta» Cara r... w onun>•an., i E� " j eep Mi M& '` FIT 111 M /v 1 r h� t)I - -- - - 2.11 = ' t F • / I - �f J `� a C ' c ' PISI rOUNT/ ROU _ \ f I \ I ��. 27 i o f �� 9 zJa SIP a 1 �1 a xl y SD t A. F20 3 - - - Sec. . -ami Sr�1,0 e- 22 — � D -st (ny D o xi � ^� Loam L�IAfId• arr,�.. /Hp��I /2, /9S2 r,eft, iileW Na. 394• / 4 ,00 �' �� .�r. N27•A!' / .T //' Z `� S , ♦Aaaxr 1 E�yf�ilewAy/t�y�,{�Q / L i43o..A r.+itP ErA9l R — - - -- -- -- - - - - -- ---- - - - - -- - - - - - -- - _raz sr , ►�- , --------------- - - - - -- -- i i I _ — - - -- 7 !—. - -T - -� - -a 42— - -- T — - - — - - -- 1qWtin_&ri1c� of / s . - _ opus or _: -- -- ; -- - f 1 - _ L I -- f— - -- ' 1 -^ - . 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C — c_S_ —_c_ J =_s _o c_ =f_�p calaa0alal CSeCaii�s•ra� !t0>S `' �,�. rT � >.. C L: .— — :.25�•_ T __ R _ p��S�yp =�j�__ y1�n��y �g,�,s - - J!>m' !a9 a7am! m �� I� �( _: j L i t 7..� RoNnv*kx' q]} "•:TT' P nn..1 tJ'f� wPhaV /SYT lalli•3a�1�LC1•L.i J J 4 I � OL R� +Y F a.: i I i rl !>Et' + (tJ'Pi+►rF �T' P Ig7FT�QrI t )t l';, I,rlr(r�ggrtlt)q 2.11 , ( I �� IT couxrr stc .•� XI SD i Z - }- A23�37 Sec 2 Z Sec. 21 - - Dist. Ing. Di,t XI � I RJt+4 .9w L411L Lw .Ll.W i,1,i LLW u.sl� r' J s" ,I.I.I. W,L t IW�,bVW 14W,oW1 umW m �' u L J FJ 'W'+�ddt! ddtvlY�,u�' - +bW SJLI X R /iY S•;.� /�• U /E'- 'i -- 4 L9, --------- - - - -- -- --- - - - - -- i - -- - - - - - -- - -- - - -- - -- - ____ at toe ofRa _ l/o/iab /e DiaidedRoadf�a' - - i _ — �!r - _ _ — -Elate - - PCut -510 r asS o - �- Fi /lS /oyes 4:/ Zt 20:/Rf. 1 _ _ � 1 r^ _ Y T 1 - -= 1 . .' _ - - - - - -- - -- G - - -- - -- - -- -- - _ 1 , 1 - _ ' 77 - I - 1 t ( /2 O. 2 - -- - /2 OIL (u / - -- — - 9 7 - = � - - 24 - ZC - -T - -- ... 28 24 X Ile .. sTATz arOMYA7 PLAN Mp 101 ellf Mm a m{ ,m mtta Case 3 4.44 State constr. Plano. 1932. btr Dal Mar and }Lninitan. (Ah4 1.3 A 7 -33 of 37) Aloe Standard Sail away Y14 1 -3 of 5. Case 3 4.44 1936 state aomtr plain bte Del Mar and }yainitu. (344 1.2. 30- 32.37 -39 of 43) • Aperture Card , ... ..... ......... f _ i Mtc Fvi ni , A 2.1 l II — - . ,, ,. •. I! _ 1 a _. OUNry ROM SF(. 1 Ali Al SD 2 A 24 37 I , �NJ 4 1 F I i' I � y i J Dt,R. 6tg. Ditl XI i Ayyror Avey 12, /9S2 • � f V ` _...Ww69G19 1 6h - - r= - t J —.__, J ✓ _ -- � 0 —_ --. _. _ —_ e•9yQ ---I =/bt0 - 37.60' 6 �_ t � T ��y16 ` i — — - - -_ __ - -- R.R. R/M' A►✓ � � ___; i _ ~ _ 1 t��.. j N�forrr_n�ConcRtegon. 1/orlr3`L�!BeO'.�Cxldb�o _ - nkhase s�R.-�awee Mackin 5G`leftnf� u sST i 1 --- .._ _ _ -. _ ___ t -_ ___ -l.O -. _ 1 I ._ 4 i I L r; ��•':,.}_ :,.' .' � -- -- - - _ _ _. _ _: _ _ .. - - - •_- - - -- - -- - - -- -- -- - , F�. n� n� - n � tom 0 3 . -- - - - - -- - -- - - -- --- - - - - -- - - - -- -- _ - - _- -- - - p C -{ - - - --- — - — ZL 7. 7. 6 -. ne . I t L 7 p 1 a _ f -'� ire -- ---- - -- - - - - - -- -- 53 / /i�C7 �sF 3 7 xZ" 0 � ff 2 - 0-2 YA7 PLAN WY 101 II 1 NNN NN aN NNaI tIN CYe 3e 4.44 State constr. plans. 1952. bar Del Mar and tboiaitas. (Sbto 1-3 • 7 -33 of 37) Aloe Standard Soil Survey sbts 1 -5 of 5. Cue 3' 4.44 1936 state orutr plans bts Del Mar am Emiait", (Sots 1 3 32.37 -39 of 43) t • Aperture Cvtl i I 9TAT[ K . xD. [O[IIAL.IIa![C[x0. L [w[R .[: ® A► 2.11 — - DHn2+ 4 pRpcT[I b ___- __--- __-- ._- _ - - -__ m Are � 370 / \ t7 - C•3 GA-b - /R / )p /19'.fi4Ablrf�D' . _ _ - • — Kirrf Q Cu-.d - __ ' - -. - - - __ • 1 - . _ 7b LosAn9e s� ♦ N , 75• ° ♦ -. -. L _ I Y r I s✓ 00 ti L' Ar r et r t i I Ea+s s cam/ -- - 3 O• ,bt� �; 120' -- � ( -- - - - ------ - - - - -' - - - -- - - -- I - - ----- - - -' -- - - - - I 3�'Lyrr.4ro.Slon L°x I 7.50i4cce /.roliy. Lore _ �.I %rx 1014 n ;ly 'sv L/fsa I A C 4•CtO' -[ BEACH kli li d - 4 . 00' A =7.24 ' 11.rf S,-} Mss 4M CC , ACCESS RD. � [3 ILi R - 7500' T - 26/.9/' Jan fiaf/bvf lU ° \,p, ,,,� L- 32360' R� Q =4912' N O L =523.60' X X F T�326.07 T =30165, �' _ N N� M WIN __ - -�� N L - 65f. 23' L- 602.53' P /ace 24 i BO'C M P _ -- -- ------- 3424 =- -_ „ + m ' 0 P ' -- _ __ -_- ___ __ 1 -_.. -._. 1 2 _ -_ -_- �— ' / lo p w - .3 - IT 'm - - -- -- - - - -- -- - - r - - --- ,.(/asf Q C2nsf — N r -- a 92)p pb , +2i +/ - 2f5' � N 1FY /.iVl IYiO4n6V'BriG�6 B r a 321 . y : n --_ - ___ _-- -- _ -___ ,O ' ' O _ �- -y ° -- i stsz' ce - --- -_. �•- _ - - -. p N � N 321 7 B N ry 9'i r- _s �Y A� A IYb C -3 Cdrb ... Lolf6Coatf .1 , u�7•.. �V"___ Gixd Chonna' fibs Lo c 750 Aecdaro ______ ______________{-____.__ ARW F F Gv� CZ7 • 1end ->i • zz' CAM E. W + U � aA� _.p,nG�slny Aloir/G� I iV'L /x U E(, /tee NI RRWq'r`9 ,_„ ` A_7f5FRl` W ,♦ i R- /O•/7' o'se4o• SOLANA A - -- ~ I ASH a I �� T. L R. S3n/. -�-' _ fiisMp B E '.-i Sld[n9 'Y 7 - /296.94' . ID L 25A00• --- . - - -- 1 > _ z _ I', O•A R `33008. Im i i D I _ --- ____- ___. - -_ _ -. - .. -wJ RCC /s/d 0 -.. : -� k. _ - - -- -_ - J ' -/ N nEafECazsf - - = Cunt .RVi I a (se. os, //�2— zoo'_ [Ny__. -7 _ _. - -_ N /DZi9A4>/ . rqy, r2_i T- - - - - N _[11 )i p O ky V 228 -_ - - �, _- - 233 295 4 /rt3.P /•Hd/ N th _- .;7 r 4 22 5 (0 A } =, _�- Y6 r 6 P Z y1 __ OQ �I bi 6 - _ - - .•� -. _ �'PrC - 3 Cuib< i0 - - yg rN tk b b b• b? i ,p PCC. /s /d 6 9 Cry E..rf Coa>f N N 2 B „ 2�3 - gip• p �' a [i\I4 I IY 20' W �� E -Lrx rr.T S J /A.71, s.�R ::crn GiAe 73 xa• OM ev6 sj o• _ - -(� IA W 71- l 4 'P 30 40• - "'"-- -- y 'p'________ O ♦ 4 5/.68 X20' \ _ DUansy noo • W L✓A� W. kp16 va R -30 2726 YPeBCurb Face • �nva- N -'ti I ="'" "•"° 3��Y T /c ,,,,p 7. 4/3.23 CONCRETE ISLAND DETAIL o' r--_ ti 17Z , _ _ I 1 �` "+'may - - -- 82134 PLAZA STREET 9 S COICI Il) - ._. - �__ _ I \24 - —_ I I W h rYlr/Q CMrt -_Vr. - -Q �, �' ._ __- ___._ - -_. -_ - _ •1 _ - -._ ... - -_ _ __ __ I 9 - . q 300' - N �j_ _ �` _.� T C-3 Culb i _� - ` r O p•�,y /.Ad)�i N r7/q.. r/ / y I /✓N.v �iQ. A v vt —� -I �9 4 �� •347'q -."- 1y k L ��' C L/rAG IYL.1'Ae \ -v "� c _ - --{ 5CO'ACCEIerof /ng LO�/s IN TERSECTION PLA T- J /$7J T -J /R 73' \ TIIPe C - 3 • /fb' Ckrr Re!/relaa Y') , V L -sJ705 L- 63jCL5' TvRr �O'-I.3' der Rrlkrfa- Y b �`'^� �lY �' SOLANA BEACH OVERHEAD w 23 R - /kr rr,II tat Rrl*tA Uel -7'M[Nr RI b oo PLAZA ST C Solana Beach) _ WY3R( Rp)- J/ Shp .[Mf,P,dNslor2ki; /3-lRrdR4! /t r� CHESTERFIELD DRIVE (Cardiff) MONT66MERY AVE, (North Cardiff) 'ee SGOI® I 30 I Se' +r)o Beach Overhead PIM J67 U1 \ J N ttpl Ome 3• ♦.M State eemtr. PIane[ 19)2. bW Sat Mw am ONtattm. (am 1 y a 71 of 37) A ernsr.rd SOU Sane rte Ow 3= 4.M 19% state em-tr Star be, Sal 111-11 Ori -tw. (at.'1 3 32[37 -39 es 43) • apertWr Card bD, ee NDIDA» -Nfq i rt.tt r,erure,rr.w nreu x,sr .mu , A r � •,..»e .... ..... „!r. 1 cAUF. �� s orc�es ,�al�,�yE¢e�.sEr .sr� forges CawsrcerWry~z awfcr/ays •.. ....W.....0- -� ; I fAf1Nmmr )xwaem1W c•pwrAa.rr�(it�.wa �.r- ,�,m /jiff SETM�T.4L(U4?DPA/L rF.w,A,r i -ra.w sc w.y4++rl++�,+¢.icu✓trav�x srornw aria✓ YwnGN Lx L»' // !.1►/b•/ La .4 e o ' /SiG,a9A /o Al�L19A 6 I 1 apBAW 77 / / .39,13A /v /39W4 /m� 4 /Q0,99I m /BZ, 0 rabvxrBterJrOrtifigsd WA4w / /1f,Cr7gb /dOiaAO & I / fi b I Ginr/ aW.'IIQ/ ZZZ,iGObZZJr3Q4 /�bzs �!J A +lL�4 /b /b6i9J0 L/ 9S * I / / /6A:K0 /fB¢t9A IB s(Z ./I1Ll� A6�JSgdi 39A/ ga�vyArJ 17�Y ,o,bZ7�0 6t. /9 2 Ark' 24 b1Z0Ga�4 /f {<vdsiFals ,.�T� -- -- 11tY2�4b0i3so Li 1/O �.,It.�w�.Me.svts , CA71R' / 1x0/b�lbas4 f i*v i lewdf woe Catxt AMW q /sr/a 40~ /A' (04 /b / is0 Cf. srwriar L a. u"IA Ar rA.; .tl4ow GYCt' / VIA"*JVjfo W / bib /3Z,Jd4 /Z3''S /) Ek` fJ�iA94 h /E1,C00 /10 A #WbAo(ti�0 9 Awh 1 67A/14� +� Lt kMUW4ib IMIX4 AO ,4f0 b'KJ.�O 4' 3 / J ",6~ f 1- *,V,,4 fI Zf AfJ,.'E /0 Aft" 0 m !lR W ,WWW WMW 10 . 01M.4 ,B.' /m 11004 Git,�t / /,fiY�d94 /13�.. f3 1XI.sXI <EGtr / /ISrZ /4/16'3X) dAW✓IWb jOW.4 //. " CC�'Y3.tCL4SS.4�CGCU?Bf�UTlf,.e 4r�s�o /ze�s�J AO$ . 0 AV ��&Xl/0 sale Zarrao C+ / Gov zx )YON MA& raJi6z4 /ZJ�J/J /j AfJiG~JO,b A"" e // AX a } A Gtl�N / / /A1rfnA►b.4f//i'lflf' LJ AZ I c41Lr I 14PA14 /ZJbfo 0 /�/isi9Eb U64lYE Gtl� Cf A ! /?t7tAU p * /30fSOA/e/J2f30A INtf / jr / 'riQ7A✓b A)' Ghat !> fw 1SZi4/4 D r• / ltY,tW,OJWW // A+' AAW * 4%" � AW,* 4°5�9/Ar' /e /0,/ Ado M AW,* ~v Q Y / IA ✓M1d�il7f' t,P C3 A20J I ZU!_QA AO' x,10 fo � 0 * ' AW4iWb t0 •4W , 'r 1/k�EfEb lsYAV C*,W C3 AW .Y,W4 ES AKtai/ rb t0 3 ACisiL 10 AVOWe E1` As/ yb jVAW 0, Z f 1r bPT L! dAS+a /.bi .tJA A& A/V, Al' A' f ccr A� lYOrif6Ah f/Ir9>/J 0 I ' y MGl1I /311 6Y ! t N'bA+ ir' Itx(Q' I AI 11/6/9,4 10 .4s,pb A�4 W R ' .�/J,rsa4 �s' AP:mgbs o R A7AP * A"tw ,Chat CA 18F9 ' = A 9Zi,ZZA 9011 19 A60,,.4?4 0 s ' A W*Z••iOOeS IZ*M 6d Ald 33�f9SA kV f4 ! ll�f,lN�b /Y G1liC C9 /.t/J 97Dra9gb97e4 0 "MAb4 54 &' ' = YE,b X o4fE C*.& <=f AW,7 Af6,A24/b 3S1rG�E0 !f faRil @ ! 3ftfflM',* A&qW *,W <-9 4flW 3' b �lt4 ®[' 4 A& C+M e ,IBS CAYSrP�4NTM /IE0 o /C'ES Gt <+fJsl /WfeM✓6LJZA' </tLt/ !3 Z33 suov /x. loser �✓* ,W <.1& /� aw /v /,MOW ze Av C�YSI?.Q/,�DT?•QfF /CQ4PS _ yro r', t r • - ? GI's!' / ' JKQw h 9 Pow <.dtlC <3 Q23 I /fi�a94/b /7fiF�4 I Ed I AO sfssa✓ yr 4Kfr. 7M, WAPAW14W4 AO' 401 ^# K / I M9. 0/&Z76,ZS.4 0, 19/ /121370 b /.0" /O /A9 2666 A%AW1, /,prmN' ZS Atf ' a w EMO!/E ?E1E a7��x/�zsa Gt 7� /ir/O Ai,s�ry /s R Q i2Y3VAPS4laA9fZ /OA E3.' 9/O 1 / /,cfflV/b10 I f ar / slwrra✓ Av aom .6S' 3J $fiGlif/Y/bZiKse�iY /9 191 ^: �, / 1t�+AA!✓b!✓ /.! !✓ /.l /k3 - 4, /b.* I A& 160 .l1/ifbA/b 3s 4 ZJ /G#7 17 A. / Q/. of AZ.R13.1 h ",if9A I G. fS0 AwlaX{ jf 7-0 J '/ G ' d y rlsd / /~le 1 q 9Af,Q?0 /b 3r�,A94 L am / ( E .6X-V,4 /b ~W 1I B! C • >(: v / AfXECI*A'We Ey � /•q 314/2f4/f/SjJ/1.f4 // ZF7 .�q <Jf /1!<f /✓ /9 /»rsoALf 3SO n : ,►- , :.. / CG�YSTRUCT ROLLS AW _ / C' w �F `y��• � s.Arna✓ L�lii ✓ML�// `iN ✓T/ Pl,4lf/5/f.41/J /P.?� A ,,Ie4*1&4 f1Z4 A ,yy/ W y� p�/�,� /1 P /PPI�P eresaw /x. anttt ZP..W,*.tJO.V4 Af lWTM✓ /[K !4/CS ' A 75. 0 h As9,OD4 379 IZfrISO b PZGrIA4 93 • r: Jmrrnw /a aar /6J /WAb Kd W / I AIJ C �o r' ) /sVilt7N'/b d/rctfA✓ L! f// I fi?,�f70 b ///r�q ,rsy 46b b /� 5t9a B' J:. 4l oW.*AOAV /ZO A .97AOSA /1 99 I .WOWAp.A&"W IX . lA�.F?0 /b 1�'73A V 7 n t r "= CONSTRUCTION NOTcS cRSE 3 sun ma yym q am • r. �r , � r— Qw 3• ♦.M state a tr. wr. 1902, str nra wv .r 7-33 Of 37) UL Stmadme Soil S.rror Sea » of �. Ow Y ►.M 1936 oq4 000.tr p)or sw r w0- )rr .ea rm.a.aw. (atr 7 of y) • Apeft n W*a 'rare•- most+ -•^•= i S, f — C A 2 � STATE r[ou r .w riri — A. rKl[c _ ry[[ ^[ [r ri ✓✓✓ J V1. -�� ` .ALIE Al STATION IN PLACE WORK TO BE DONE Ric P. C.M.R CMPArrh { paq 30'V Sho R. CC so, Mise E D MM P1 Mu Culy ng. wl.t — 16� 8� I� 7/)� 72' Ibill CM CIIP ' I•M J•inM fd¢. StruCt Steel 1 5#0!1 a �C fo�.erC Surf Mrkn C M,k MrkrS MrkFS. 8'A' /94'MP�f1 nF1. in. Ft. nit m.Ft tin. E Lin Ft Ling LnN [a[h C•[h Cu11b. C. Ms. LDS, Lb, . CV.141! CuYdS. Cosh PGs Coeh C•ch Loch -- -- I /2 r0/ SA. Rt M) Nb-A ��.� I_ � lA_1-2T � 37_i /66 f25 A. PL i i 0 2 2 n . a f . PO f / / 172f725 x 73r M 75050 / f /Q' / 5 l 5, * 3 90 34 69 / s• 6 0 0.7 22 1 1 ro 1 2 2 zo 42 135 f a 6 206f P/o r / /0 29 9 2/3000 P/ 217 f . /0 r /2 /0 /a 1 29 1 1 12 / f /O x f f 12 6.l 190 0 1 50 2r - /3 1124 Im 1 20 / -- / ' dffF r s i ------- 1 1481 1142116 1.3ff 1 1 1 11071481-4 10 1 15-41 1151,9 549123112711 1 1 S 1 201 4 1 i 1 G CULVERT SHEET C E /e MINI o•IO s �.N 6tot• eartr. plot. 1932 btv c.l IW m s.l.lw. (l 113 6 Luo L-33 •r n& 2,0 or . sell CN+q at. Ow s• bM 1M16 olot• a tr pj m btr i 001 Moe m nwl"t". ( ®t! 1.2, 3 3 or Y)) • Aperture GM I M 514TE Ln W 1 <CT M1p. • A 5 4' 5 2.11 - -:p F -- - -- RC.F GM.F UdPArchlas^� aMq spry aar W E 0 MN piaM salwge aes<• a . A 1.v ti vcc aant iro { Q Trone4 M�• C " cwp t� � rj STATION IN PLACE WORK TO BE DONE ia• e' s• 2a 7z. ,,:ii- LMp CMV ^^� �rc N•xr stall 6r „, a C taut 5p./ Mai, Mean MikTa Li- Li. r1. Lin Tf. Lin. AILAFtj Fli I Um f! U W. ft Eo Each to H3a Co1He Loll Lao L C. Co lid, lath Wa Each Eoch EOth -' - -” "1 2661345 /O' SD , 2 A I 37 ; PJaCe 62 2A' Q 1 — — #?7j2y 82 a MaV 12, /952 L4 / /2' O a / 272 t25, e° 2/ X Remom s u r B "t /2'CMRDD SA.R Alem Z77 x Z7 , 8 "w2 /'CMPDO S Remove S/ 2, l / -=f29 9'x12'Cjk1,PDQ,4-5A Rt ye nnp / 281 95 f / RIX B r 9A 8" P OdSA V. 3 P/o 30 ♦ ',r 2/' 309 1. - E= 16 p 5 A 31RI / 1 / /6r 00 • 4' ve Z4 2 74 7',f MP ivyM �d� ` 4 /O 4 /4 / 329 21000 A'x ZZ'ifAb00`Q S,4 1 22 / i 329 / • /6 2 IP 4 6/ _ P - - - - ,4 /17 -5 6 2 2 .33J 440 to M0120 p - /. 0 2 40 C 2 Z./ /.Z /Z3 43 42 1 1 3 r / 3 6 , ss. 2 24 x70' / lo 2 12 02 90 / d Z / -/ C - C C1GfZ /n /al 3 * 24' C &P w i 152 1,94 /5 26 Z60 29 3901 Si a= C V,i n• r f r : . 24' / ' • • Akmakz 6LIAL �- - /O ZO ZOO 2 /D M. i - I 204 162 460 74 40/ /0 B 1 7 41.8 7 /57 C12 2 2 3 7 7 CULVERT SHEET it n ?SF 3 $TAM RU Al ftM 101 11-so-2 IWY Fill nww salt m nrn Cone 3• 4.44 ataa 000atr. plans. 1932. btu Del mar am E obnttu. (Shia 1 -3 a 7 -33 of 37) Alan Standard Boll Bm'ref obta 1 -5 of 3. Caas 3• 4.44 1936 *tat* aoaatr plans btu Dal Mar U A laetobtaa. (ins 1.2. j 30-32.37 -39 of 411) • Aperture Card r..e n nquo•eeM ..rep.; ...�•. R SD -5 A 2.11 i �__Is,,.E 1 .= %t.," . R _ —I ✓' RCP CM. 4 wY Bor Mlsc E D CuIV STATION IN PLACE WORK TO BE DONE Ie• a IS" 4 Jp1 7r HPAfLh CYP 'M. � � MA � ; 5C8f t B � ` 6 M 1 C. SD -5 3,,f MF1'n If Kra Minn .n Ft .n. F1. Llnh LIn. Ft :.n i. :,,. F1 _',.Fr L,n it Ed Es. C-1115 Cu Yde. Lbs. Lbs. Cu.Yds. Cu.Yde. Ed. Ida Ea. Ea. Ed. n,,,.'. ... s .00 -- - X SD 12 A 29 _37 f - 4' I NG - 8 / O /93 25 1 14 1 / ,` 3SZ 3 I 4050-50 I 3 ne I i i I — I — /2 - — MR Y 1 3heef NO i I 142 /b /0 8 1 5 /34 ; //.3 231 7 ' / S 20 Sheet Na 1 / 2 40/ 12 7 1 419 1 25.1 Fmfi7l /-f 71 hl r— 7 7 2 15 Z JZI I j 041 16 74 00 SO 5,9 /3 12 1 6 72143.3 13 0.5 - 11413 / / 5 9 1 - i I I _ I — -- cc - - - - - - -- 2Llrf__ - -- — - -- — — _ I — I I I I - a CULVERT SHEET STATE MGM PLAN 33 -SD2 MY 101 nll YYNDI pp AIN pilYl /IIN code 3e 4.44 State oosstr. ply. 1952. btu Del Nor am socinitss. (Shts 1-3 A 7 -33 of 37) Also Standard Soil Somy shts 1 -5 of 5. Cese 3• 4.44 1936 stets oonstr plans bw Dal Msr and Encinitas. (Shts 1,2. 3 32.37 -39 of 43) Aperture Cu'd r....n MM., ..... Mimi =11M M� r-•-- � I it i 4161,1 ,[o Nwtc. c— �_I_�_I��I SD-5 - .. � � �• y ` /r. I X/ II I ,Z_IA 130 -i 3._ 7...I 7" 7hvsv bo'rs �/Xr /!Mr � r ' 2x/O.I�rnxwd i � -� a furnis/red�:/i,PotrAJJem 4 �l - .T A1Br• i Awl AldfaJrLnedrorbJ /_ -� • �•S '- •I � ( _ ,.. ''<t °.-' � _ �' C\'`•E �C '6 ri/J/rucf ;aas y,ttiwc.0 -- 1 a �\I ms Lro /h'!. Zfa! ZDf • ' _ " Ora t ` . a ter, -" b/vs T� oolryldnho %Frame �Co ✓e r 1 '- •-� lrofN�P6�vv' - -- - r'— 23�Ovrsa'rOre of . P- " '�•" '•" - -- r�slorsfoC �'- ---- aPtdr/ . OESC2 /PJ /OA' FiNisrf ;rr,�,lr LFla ''� • �;-P_ ed! / ci.'� r ,. J } r- . •�• ( Q dAf'rle I I ✓..,- / l ! (, 'tl Q / 1 !$7.3'iChrwrnl• a/r/Yi)re ei:,iu CCYI X +1/'n E 6CTQ/L 112 40Y4f •e/O,e,4P IT 57 L rYo/,b.FuR. L.. _ I. _ . T _ Crass,xctiarr thrz� „� Ori . Ground fiiri_sried OK .Ground \ % Ors P%✓teVv/cv 1 / i� f Slo /s - •�+u../I.w, j / - 9rvface •'- 1 '�h"' 4 "A" - -- I � \ -•' Manvfacfa:ir urzrses- ' l�J' �.• rCaosf,•eno., } LoCarea"'2! 11 .. ,„ ' ^� ,: � fX / da .. �1 ► '� Z Mnvd a✓/w- !/M'Miud U /e- Vol y f 6- Anc/roi�✓ts r a ar �1 4n Al-Itl 5 1Q sAes6r dra {d✓rn: No 66 I - DETAIL UNLINED DITCH C . I� /f {t+parrrinof lo✓ei [ Not to Scale _p/N4 s7ff SC/PPO,e /N4j POS7 At, %p ep�a.+vri•Rf.& -a �. Ou//.i>/u/hve a• Edye f of POvemen B othmofl�yriholeCo % r .� '1- rr 50' / �50'_ L ASSEMBLYFOeh1fT4L4;7UAAPO,e41Z A� - Crass Sec lirn fhmub 7 Z G+A' No /ro SwA �� /A•wd r�iud N. dt� o r ;Q�U9 •� —�� -- -' ,r- Anchor Bolts ellw ,wdy A1,4fltic/OLf F.P4W ANO COIZ,e fO,P CZ jr Lf7S � ° � v� _ z ° A 1 B / mid ^b fAI/ NorraSrdi z S( . S � I. y __ d • ► 6 r1 2 ddrEo /Cu�S� � Conform � PLgiYTf111.rm 11AAeQ /N h Var. AA/11? OUTLf/ + I C \U f 1 \ i ^ / �QYS�ZCC v STANDARD PRIVATE ROAD CONNECT /ON 1 Scale / „ =40' i hors $ 'i;, DETAIL OF P.C.C. BASE _ t ^dsc�o/fsfl�ib L �'L Futl/YeFf FOR METAL GUARD RAIL POST rz Not to Scale ��jdvrs E Pc , � Anchor De tail B B 1 I I i Sce/gffr'v' PId? .'1Fi /rfo irseZ.lnchons A I C / - - -- ! 9/i91w4iJCy/e!/m r..v/h S!/uc+-I/G�' .�:r�- ✓:4nsYelim urifh AnCir✓ns beef fo cznfonm r �o /Curti 9 C� s -R•,H! • r�� - -- !b/ine ofCuib See ArrchoiAefaifJ'- E'-r' -� �. � . ••I `~ - '� /•- C/ Cmc . ^ /Cax �-� -C lCrx -1 �Exls 1 c rfx[syCui6- _� . 1 - -1 Line; El. 636 X � b � - q w __ -- � �+ 1 tir � � •r. �. fi , d / BdiJ CMPATAIt �.. I_. � � �•� � I /b:?CR � � ' �'N � .PCFa•CMV � - -� ��6 3 -� �6 "'^ 1 "6 ^ .9 ""a � i '� SEniuo AA Sec %r� B6 c I CU,eBI/✓�ETLEf7avrs74,eif1.sO 1. .161..— J4o "- �.6•.- - 6 - 16� 6� �'-- -- e=o " - - --+ •• - - -36 "- - ---� fimf E1e ✓atid nbr.�s4:., Cu rb Inlet wifh Tum Ohvn/rtys Sre .3/O,J7 Ssrfic�s CONST.eUCT/ONOETA /L - SPEC /AL CU.PB INLET SPECIAL DETAILS .: ,.,,. Sceles as Shown ,* n . •lases 3 8TA78 NIBNNA PLAN 11 -80.2 0 is 101 II[f M[[O .Y[ Aq [It[AI IIIN Coo. 3• 4.44 Suu oomf . plw. 1932, btr D.1 N.r wW lboloitm. (ehu 1.3 4 7 -33 of 37) Also suod -d 8.11 8orrof oht. 1 -3 of 3. Co.. 3• 4.44 1936 .uu comtr pl.m bow I Ml N.r A d 8minitm. (8ht. 1,2, I 30- 32.37 -39 of 43) , • Apertvw Cud r... n •num -.•m MlO ' SD- A 1 . ...,.I_ V 1 CAII " • ^a i 6 '16 F _ -?- /oft' - - -- - -: - -� ' X1 SD. _2. ! A 3J 37 NOTES r' ° `{ ± PD6 - Pressure type detector 6' long s -5" a - /Y X48 4nchor Bo //s IWdj/ /2, /952 / =I.}: nd sl s as rownmA76" CONDUIT - Size: lhr be Miri -- grounding�umperat Service palm}. the 6" I" Min. -- detector and °ignalservice. th' Min - - - all other runs. Depth: 18" Min. - Sidewalksandtraffic islands. I -- ��:- 24' Min. --- street areas. /-a' / CONDUCTORS - No spares on street light runs. Ii 1 4. c�r6 One spare - - - - - detector runs. Two spores ollother runs. Exsf.- yyDrreclaw/ ( j Pneswre Defector W Tore -;a1n ino117Ce w•'��fr' Caxrefe Fa�ndofion SIGNAL HEADS - TypeB "mountings ore to be placedoncurbsideofsfandard X .: PAVEMENT MARKINGS-Not a part of this contract. PC.C. BASE FOR STANDARDS 4 . ` SIGNAL PHASING - Phase A green on S.D: 2 A � Phase B green on PLAZA STREET I fO r _ -L `7 SD 2 -A I _ = 900' P /anlAfix Sur/ocn9 over Aspho% PCC -W Line 2 1 14 -IA'C i - —_-- -� - r-E "Line C P/on /Mix Su>founy overAsPfie /f Coxrefe PCC �.� ,V U S I01 — o - D p — -: , - - - - - - - -- - - -- -- ro_ Oceonsid e -- - - - ,J I I RZ Mix Sidewo /k_ / �� r 4 ✓f:• ServIc - Nf /g.544 £( SIGNAL DETAILS Tronsfocmer ✓a /f iNG ! >A 't OU /.> vofN !o, rvifh 2- tLNfronsformers Nµ- 4;r /g0F'4Nl 1 A - Existing Signal and Lighting Equipment shall be left inrf.rtercept: p , - P/ Mix s /dewo /k Existing luminaire shall be replaced with new luminal re. and WOO lume n mercury vaporinmp. Existing pedestrian push button sho!l be replaced with new pedestrian push button. Install back plate on most arm signal head. a? I - ProposPd Conduit (//PdryL/oe) 1 . o\ B -Exis }ing Signal and Lighting Equipment stall be left Intact except: n ExistingCon&#'t (Li9hf[ine) Fvlsting pedestnonpush button shall bereplaced with new pedestrian puse button. �\ �/ 4f /NCfvr N1 :i7N; SO[ /7w U "^•-r rp '.7 ('�f f'. .`io Ot0P.0U7 C - Type I Standard on PCC. lase, Type D head mounting. Bottom of signal head 10'above curb. `\ One pedestrian push button. D - Existing Signal and Lighting Equipment shall be removed j Exis /m79 directiono /pressure delechv STATE OF CALIFORNIA E - Type I Standard on PCC base. Type D signal head mounting. Bottom of signal head IG'nbove curb. rTorrmon np /oce DEPARTMENT OF PUBLI C WORKS One pedestrian push button DIVISION OF HIGHWAYS F - Type III Standard, Type W signal head mounting 10'above curb One -way three -light signal head with back plate mounted on I8'most arm One luminaire with 2.A00o lumen mercury vapor lamp mounted on 15'ma5t arm. One pedestrian push button. TRAFFIC SIGNAL I N STAB L AT I ON G - Type III Dispatcher mounted 'In Type M cabinet One pedestrian mlerval timer, B phase. PAC) F I C HIGHWAY AT $OLAN A Back of TypeTd "cobinet shot I face Route SD-2 A Two I.L.H. Trans armors and transformer vault with extension. Q I BEACH PLAZA le L SCALE: I" -20' - - 'IL � •�: / CASs 3 J31 STATE KIWWA� PUN 11 -$D-2 My 101 FILE NOU NOL AM LULAIq_I1 coo, 3 4.44 state oonstr, plans. 1932. bt Dal Nor Lodi Enciattu. (fists 1-3 a 7 -33 of 37) Also Stmd rd Sou Su y W es 1 -3 of 3. case 3 4.44 1936 @taw oowtr pl ns bb Dal Mar and moinitu. (Sots 1.2, I 30-32.37 -39 of 43) i • AparLULe CaM r..r,u rnum -u•o n I _ f p . - A. 2.11 C CAtI! x • /06auye Dished P/ J4,0 -08 0 37' , a /�9mved October _15. _ 1951___ — • � •� I rr frc £n�iacrr POLE TOP rvi/ £nymr, r Lcc sr N. °Sd71 ,;ea any plans dated b1s LIZ Le n _.. Le,411, See Schedule See schedn /e - B { MAST ARM SCHL DOLE CE Q Th/ V. 9RAcKEr To B/ 2 Sbndard Pipe - . r 12 12 ' — asl (o 3 l7 2 "•5 %' S =0' 10' -9' - -- 2 Standard Ppe id —� IB 3' - /2 /i to ho/em pole andP /ale o Mast 4,m curves are elliptical Myer reamed 4•-6 =8' ( pl Addihona /offsets will be furnished upon reVuest P AN MAST ARM tl =a /0' - /, ?- -1B' 1 " 44 A5 MAST ARM I 7 to i noted c � It %- ` - 4 /0(,-.u�e metal sleeve I at each weldedjant fLf ATION i I i ' q I of f(. MAS7 ARM BRACKET of Ph-.mbing Device M P/umbm90evice POLESPL /CE ° _ 6_ -, o S'Back P /ate -r; S'Back Plate f --T— a dis%/and grin /orceo'wim %O Gauge RL•y /f wide we /dd to inride ofpo /e, 4 ,r 6 � b /0 C•augr cover p/ah. u _ un /[ts!olAerwise noirA I G unless el ene @j TO I-Ye f)'A.xe drxu,smway I" _� 6� i•^ 'o 64§'00 —� -- w fLf'L /ON . .. '/ Rdd _ I I �� I � .h y ° I tj r. I Backsfy I ° SYhrcad both e.:as1 Min Mo. , 4- /t'BoH Ao /uslolled tar PLAN j- 2 `Q o i.c n v nl „ n a .. c f Bo Bo lieiu 9' '10/ ' 'for 10'bi0 /es Tin. i + E ' o.e oil) p � E Pole p Anch Bads,ben /assh n.b')Arcad �uR T 'o E V' with LevC /in Nuts &Nuts I/' dam. Bo /tcircl� -- Bo /l rirc /es O'to// ter 3S” o %s / '00.' l ' 4- /�'r4B'Anchor bolls I [° aOAb/a Bore B' B ' I 6 d.'tL.O \' JLDf Lock with[ /s un der al /nuts/ -J 7 p t a T r -- c, - r ` dent as shown e ✓��,. - O BoH rirc /e wit hArm I Note - _ 9C y, I with LevaOuq MArf .. A! /bo /Is.srrews.nuIs. washers - c • � bHa /es /}'P /ate Brackel 1 andhr redsshal /be aivarozed ° 'af �l aka 8 0.0. M � h1I I�2' -,7• t . $I or cadmium /a,`cd. B 3'-6'0 IOer O� Poe ' .n p' Note:_ 11 secr/oN d. The mwerstoot kiythra e TYPE III TYPE II /7 �• r " - - dPcLiOite °o� 3S fool pole shaNconrisl of I /d ° dPr' - - u d S fool /aPered:ech *"Ih /ck /. PLAN Pe s lirfAw n • I , ...� e. +� -- 69 10 8hi aDJ Ann we/dM 0 0 the %owee end ofa.TOfootpolt. STATE OF CALIFORNIA ELEVATION _ AIOYootvvc / esha / /cons /sfoJ DEPA RTMENT OF PUBLIC POLE BAS£ I 3 =0'. po/edesg202rtalthe 30toot :y MAST ARM 71f ROOS AND 085S ARM 3' -6'0 STAN DAR D S , ELEVAT /ON CALIFOR" TYPE 200,30ft.,35ft.PaIeNei hts TYPE 3 NBttoSca /e Reused a -1`51 FRcr IDRAWIN6 5 tI t'AsE �.� "ATE 1110; A" PUN 11 -511-2 Nlq 101 Ill[ NNN [N[ IN N[N VTIN Caaa 3 4.44 Stata coma. plain. 1932, Dt.. Dal Nair and 9Nioltm. ( ®m 1 -3 a 7 -33 of 37) Also Standard Soil Sorvq abts 1 -3 of 3. Caaa 3 4.44 1936 Staff coma plain 4tr Dal mar alms 1lwilmitu. ok" 1.2. I 30- 32.37 -39 of 43) • Apartura Card n.. a .none -•[+q WPA fi !. T�f(I TTTI 1 SL)—E) SESSWSA 2.11 Well reamed • L) _5 S ip Term:n; S'.c.n i1 ,• t ,_'—Signal Standard l i it . i ern. car... .w.. x..i.. ..a. y 1 - _ '' ti +,.. Tw'a I r r - .-- Curved to f lit standard -- Note' On upper bracket _ II..' � _ omit center hole m 1 rr .�,,. : A • _ y ( I$$Q_ _ __. _ ! t �� I Icy _ ff Q }Q( k late "in standard � i j! I t i O kE d �'-' '- 1 } 0 } ' -Z- SECTION A-A p - jj - ^See eras R .t OD -4 S met e. cf_' e r , ,I v C T 11 e 4• No <.. F 5 DETAIL OF TERMINAL BLACKS AND l ( I( F G H 1 s c er ` CONTROL PANEL IN TYPE M CABINET I 3rt `;Lalgr, +� 'v a B +, Steal plate _ tea , ' ,6 .1c.. rood C.a , Gera WIRING DIAGRAM i r _ N.ECadm,um Anodizec ?S half -har + ;� s v I 8 d 0 DsDatcher Sw1tc'n I "+ ` .�Ii _ ' C, : F I I /"� plated OS8 th�cK or heavier ,`] plug Fuse Rece ptacle FOR TYPE M CABINET �� v > r _ o BASE °" I Aluminum Sheet • ' Ja Powe Switch Continuous ,Veld D ,(d, Field 'Wire T .erm;na, BICL16 l • J I ;,. I„ Ser ox Mfr ancns 1 ' q.. P S� Instrument Terrrnal SICCk(AuTo Si .Div.; A B C D E 7 I '. .wes ,{ (01 a dnooa: deta e peccafons TYPICAL SIGNAL HEAD MOUNTINGS - p..sn pecAo - _ _ `' I n 5'(' ; nt n Jr S f, post a v[nl •� .toted whe ec rrn a ' 4' D n ,n e+ base t i F SOP FIT•IR t . 5r( �q � r or. i 1 + l.nlcss v.'.. { i ae evc.[ CO•.m c•cw r D x30 Anchor Doltz A A 1 mast arm He °. r I, n s .I ,: ..t lid Tv 51a[d - 1 1 .� 1 f� / C 1 q b I h T • + ' t 1 if a I�'pipe coupling a T 1 �L -t ` l,a.F ••••.._ One wa signal m trhnl+. s a1 he - pc y S t1 j no, wo ay sic P' zh tl to '.Pe TYPICAL MOUNTING f -� ^� SECTION B - B - ' , way Thrre way s.! aI I t sh r M r\ r -r 1 _ L `v+�i PEAR VIEW T + > •. N .r es< - s rI •.+ wl�al •_ 1 . - s p ON ELECTROLIER - 1 ��S�gnal Standard BACK PLATE zd pe 11 L7 or uano I •'� DRa -�- _ r l - ,.n ^.e.I' qnp s n t sra 1 Pe 'F e ` B and •+ AP re e5 s.,Dd - de; `I gp `a r ro way s•.gne� •n�.n E � e•,ai p ft •c TYPE I STANDARD ,�.sr• 0- 0- ., ra:vrq. ' o„a ermmal com rt ' r men s sha BRACKET FOR TYPES H & K 4. l ' " r - " SIGNAL MOUNTINGS _ - -.l - •nounhngs a ept Typ.. if . •: c.�.. 3`G ��.. _r pry: TYPE .A DETAIL OF INTERCONNECT IN ( - s ( ' DF TAIL - - //� \[,��'^� A\ TYPE C CABINET . _ 1 - -ft � Ic °' / CONTROLLER CABINETS �- SPECIAL W'ELBOW a . - 4- t I - • ..._. �` z , TYPICAL ARROW LENS SLIP FITTER fOR MAST ARM MOUNTING SECTION A SECTION DETAI 'A.IH SLIP FITTER 1q "1 g � SLIP FITT FR FOR Tv'PE l MTG. r ° ° 4 lT- ... i I TERMINAL COMPARTMENTS e ,* / �� Y $CC4 LOGS RING ..t. ! .. -�'. .... r. ..__ ._\ _ � � I .asst.. .. ., a.,. 1 p ,I I o, - -:.a Irr, •!. FRO T ^� I, < c - I T c.�_ „e. SIGNAL L 1 EAD ATTACHMENT DETAILS DIRECTIONAL LOUVc_k TELEPHONE SERIES POWER FLASHING _•e,e / / LIGHTING BEACON - - ^a+ + , t pe e PEDESTRIAN GUSH . -c +'r O V E R H E A D ON DER GROUND TYPICAL. GUARD POST BUTTON POST _ � y e,, ” qo•e See Fla Cc for Se.. ' ..._.. SERVICE D ETA I LS - , Der a,d t .Ac dec a I ' r ` l f _. _ -_ - - a: yr r l •, _ _• .. _. _ - -. - - .. __ _ � � .. ,. ce a a.er..gS. ,,, . 'v i es tr, r iaye s a h g- >'a obe •a:r erect .:'h i ^s -- T a _ z ,e a o"..Capu PLAN }c:n'O o as la•: ayes of pt8'eor ` 3 r +i s _ v PLAN r p F 1 T g .,pptr fun r _ Ilse s r- Iran o mer smeve to be pa 'r! w r nsrla p 4 ' C.,mpress'pn t' tl ! :-. I� 1 _ G ! n c _ - ` �_� f• _ , '� .:� !eev .:61 btn hsess of .able rt, '_ 4: loich rr . t. -:C _ -.>> •. one, n or ) ca t e( ean :n uv nen +l t ,.,D I ° i ^.thud NO.S NO. 3i cv v ; d:n .r., C+•1 34- e•- lal... � -. •r'r nn (•n ,f � T-" ..•. e r. .. I ELEVATION ..: r I. D. ,g:, lun:lan Iv. c r �, (' cN.•r PRESSURE DETECTOR MAGNETIC DETECTOR TYPICAL DETAIL OF SPLICING AT TRANSFORMER f I � e w In `i, ¢ - I d' _ x . p g 5 R s < w + bo. - • _ ' • .s r „1 . I:. . JL ^ t • �t,l : iorR • -_ -- t , ,p. S,gnalrC,enO o' du,t Pole • - .. r r Dole 1 t .r, - '.'.•r f (. -�. ^-. _ -___- 7 sad l., rh:. Cordci C3 PullpBcct c. q.E „v CAL'FOWNIA 8Dr I L D:1red -r fe.d -_ -, -- -r•. —� �"" Y ,.. -••—•— - i_ ' - ° �ng'_.grdwgconci [}-- Proposed EleclroLe•MasIA•�Type rEr4 R' ^.'F ^.' OF ^ "iGH A Dpi :'r Roof, r Paper CJ... c...... i I G N AL - s - I ar htm dlred!mal Presv rewector ° LxlSting ElKtrol er C v S L N OF !+ G M W AY S • l - ' �� - - +s•r�"" - G� 0�'1- cnora. ✓re.a�rc Detects v Propose; Flashing Beacon Re<N •� - 'R Fire Hyd Controller .� STANDARD DETAILS 1 •_ _ .q .._ o .._ ... . ; -..- 9 ' 1 Rela C".ab,oe+ o Signal wrth Back Penh. y TRAFFIC SIGNALS AND LIGHTING ~moo pme''ran'' z co ^e^d HIGHWAY LIGHTING 5000 VOLT CABLE SPLICING DETAIL tET.JL OF T SPLICE D.mwsN Fof<cS.gnal.eart.al•m r l:.. .e �► r PULL B O X E S — Easi.ng Trarf,c Sq,nal -i-0 Signal wrth green ar•rw I N STA LL4T I O N S .S ! o )'ast Arm Stgnel (red an ^yellow louvmcdi Rar�s.d 8-131 C9�E J STATE laaMAI PLAN s•7 1� u-sa2 nu w is Nut au aoeu r Casa 3 4.44 State coosir. Plana 1952. bta pal Nor and masastes. (shts 1 -3 a 7 -33 of 37) Ala; Standard 3011 8ara9Y Abta 1 -3 of 3. Caw 3• 4.44 1936 atata aaaatr Plana btr 0.1 rlar and Enclaltaa. (Skits 1.2. 30- 32.37 -39 of 43) - Ayarto Card .... u .r.orar•M., .- ..--- 'e- •mow.- zap. ----^ _..�. l t in.�rl „ P�ITTTT Figllg iTig' Ph �grig rTggtirllii J A I glnpigl gnII ill1 PII '111 IT 9 'IIPIng1 ppp MICROFILMED AT P1ggP111 lifr FPIgTfq[ Iipjl gglppll grPjlhpl 1liggqlll 191191pp 4t1i11pp glppirp; ��llglp�y lggqlpp Ippj111�rp I ilrlrlgtl q�lplgr hllTTp I plggr j ; y, t ( "��1"' 'T � � 419. `�8 11111P �I � 19 � ' � {f, � yl ''�"' ��1 �`�"` L r r 0 1 r r 1 /"1 r r l ril r r i n l l i t I r a, A r l r l I l i l 1� LLd r l r rr i 1 1 1 1 1 l i A r l i l l f 1_LLLL 1 LLtL.C1t.J1Ll11J A t' NEDUCTIdN `J1�SL. l l l i l l i �h l 1 l 1 I 1 1 l �l 1 l 1 l I.S_LLU 1 l 1 1 I 1 l 1 l 1 l 1 I 1 1 l al 1 r 1 l I 1 1 1 7( l 1 i� rl. 2 2 -' 1 l I tl r 1 1LL1 L LLL1u1LLU1ILL Ll1 11 LL 1 1 1 1 -l.t I l l l l 1 l 1 I l l l l l l: 1 l l,. 1 l l 1 l l l 4Jt - t µM/ if 6 �L6 -- - - 1' 1 — (, i _New XLSrD 5 NDEX OF SHEETS o > hrr shee• STATE OF C.�LT_Ir OR!�1 ` LAI su a:� I�3a , Shoat No / Tirfa a "^'"�- - v 2 - Tpica. Cr - s: _`'art on. Flmprove:rect OF PUBLIC WORKS IV, " S TATE r ( ' i / n 4 Paving Detail D E PAR TM ENT � `Y > •-/ J�j� � 1�:�T!'. ��1'� �,:�L. l�' I � 5 - /7 PlonandProfile ((( " {iC.1" tiL 11� 0 • 18 Quantity Summaries ,II ' "2/ - 26 Traffic interchange Details DIVISION OF HIGHWAYS ( ,. •�� - I 27 Curb and Structure Details 28 Standard Curb Sections " . 29 Standard Structures i /Lii \ 1J O ��1►T T ►1j� OF 1 1 + ��,F i . rC _ I " 1-3 Bridge Across ss San Marcos CYYek " / - 5 La Cos ta Downs Overrrossing _ 1 1 Pbnto Underrrossing / Las fncines Creek Culvert ATE H 1 G HWAY -52 Cross Sections ST " / - 2 Mass Diagram ••`<�' In SanA*CmH4bet mO.7mileom&of S anMarc os C iv&aud 2.2miles southof Carlsbad Scales f Plan: l tnw Soft f . r lProflle Hor•lIrL- SOFL.VerGlln 5 FL v .,.. LX 111 Ibeing the detsl' plans of a portion of the mate for the -� - ~ - ~.� •_ , y ( I State highway adopted by the California Hlat,way Commission D D l r AI 1: L1 i on August 21,1947 a declared a by resolution or the C.Romio High" Commissloa dated August 21,1947) I I, T I I '+w� • Y ' , i ti 1� 1 Be Timing of Pr o lect - - Station 122 +410 End of Pr o,�ect ?: a Station 300 +20.02 r Ats I _ sen atsrtas ---- -�__�— Crak aMy/ Is La A lea 4 at/ H��tl I a snr at ie wK r lactate o11rii,11 300 33 nsraa04 0/ercro'al 1 ' r1 �� 3 v to PREC IN ON \� May 4, 1951 3 FTIONAL SIGNS District En CON i County Lire Bank or Retaining Wall �� /� 11 _. A detow on nu ' dyor Town Limits -- - -- Levee • //• m.omms•.3n ,y4h Bid Township Line �__ Mtnnfn roar t •cticn _;7g. M -�; - -- Culverts S cale �II Feet ._ • tn.rio.vn, secron ore c• Drop Inlet (Sl ° =° o wet saes 3011° 9Enj } 44& .7!=antLme I w Fence —• —•— —• Trolley Pole a e0 May_ 7 - 51 Guard Pail Power Pole c i Unfenced Property - - - - - -- - Power Tower sl Right of Way Line — = Telegraph orTelephone Pole P LPyth of pl'Ijeet 16,9641. /� "I.I• q h *, e . ft Saseor5urveyL<le - � —a-- - — — 45leet= .IC2lmiles S ET aljt ,.I[.o'ne..�:' ..x a+ a� TraveleclWaY = _____ -- _ _ —_ VV0/V J Ra;lwayTracks Marsh " 7;'. KIEL_ „ I . prw131 Hwy to/ c� 3 F I tE I,t.JI: e.DF DDD DI504111101: _; —. 1 `( G i., r r 1. D I p I I. l • l ul ,.f T\ I I ITI I 1 1J T I I I T I T F1 T l�I1 1 1 1 1 T I I IIIT 8 jI III] III III I' 1111111 IIIIII111111 '11!111111 1111111111 111111111111 '11111111111 hill!1111 Ili!111i11I111111n111 1 1 1 1 1 1 111 MI CROFILM EDAT 11:11!1 1 fil VIIIII IJIIII1'111111 VIII ❑ jI j[ j� S�R LL s 9s�eI1 I E I zlv TT - LLl1� L11 I '�I� 1111 y� l F I s(1�' �1 L1 �E AA-L1L �1 � ��I g � FE1 F I � �I F aY I I q � I �rJ I I � 1 i I Iq V I I I I �II� I 1 I I I I jl�' V I I 1 1 41 I 14dI IIIIII�llllll�N'1"'111 �11IIIpI 111111111111F11111 111111'11 j ITP7 II1711111�111 L'll�ll�l I I E r :11LL�. ILL.LLL 1_LLI1_LLLL1 E 1 I J_LLl_I_L11_IL- _t_LI_1A -Ll tLLLLL Au f 1 I LL1111.L1_i i LA I ii.LM ._ 1 1.E F lE 1 r Y 2 ='I REDUCTION I L E ll 1 1 1 1 1 1 1111111 I E 1 111 rIJ 11 I I 11 E 1 E_L: I. F.I FE t1_I 1 1 1 SI u_11.1_L_F I.1 �I �_111.LL1_ 11 E 1 9 L 6 LL1.11 9�11 L.I.11.�. !_LLi1Ll�l_l l LL1. L. 1. 1. C. 1_ L_LLTlll.�f�l_31111.1_u -L :1ui lr.RTC rmae�rea[cr no. r vu�` ':o"l - i: iirs 1 - CNUF. I I9 2 _ I y� Design Classification 3000.10-IA-SC 1 +• •' - 0.25' P.M.5urfacingf Class'D'Seal -- East Lane (BL or BE Line) - b0' - - JXI I SD 1 N 2 B 1 130 IF Profile Greds�- 025'P.M.5urfacing f Class'D'Sedl -� R/ Ex1 Sx--� W �.... .....".. t 5:I 4 j T op al a S -ou Highway Grade 2 %~ Sla.21 +l0 R to Sta.30 +5092 R Sta.21+4405 to Sta. 33 +IZ 51 Var. --{ �5' Iz' - to.otc Detail for Outer Highway Rt of 5ta. 13b.81.67•ho Sta 211 +00 and Rt of Sta. 239 +00 to Sta. 254t60 Variable Divided Roadbed Class'D "seal l var. Cla3375al Class'C Medium "3eal Variable I Plant Mixed Surfacing 0.5'x2' Rfl�. Border 047'x24' RGrrffsvement ovsr 0.33'Cemsn +� 0.5'x3 PM. Border /PI.Mix.Dik If --' X 12' IZ' 6' PLMIX.Dike Proflie Grade shed jubgrade fa2s'P.M. surf 1 an'Min. - al - Exist. 8 oiled ExistB'Oiled Class'O'S Shoulder Exist. q'C. P¢v'f. fi lth PM. eesurf Shoulder I 3J 2 R23'P.ML51 rE - 3 -- 1 1 Gless C Me lum•Seal 3' S' 12' - 3 2' 4' fb Type A - 3 PCC.GUrb 11 , 155 +50 to Sta. ZOZ t00 Note: 0.25 P. M. Surf. in Gutter from f,0 541. Matz. from Sta 5' an'Min. Sta. 25/0 +00 to Sta. 284 +50 Sta. 165+45 to Sta. co 4 165+70 to Ste 171+00 Sta. 257 +00 to Sta. T40.., zs'PM. surf. 2Jj Std. Z84 +S0 tc std. 292+CC62V: rz I •. 1 Note: Curb through Interchanges i $ta,184 +67 to Sta.194 +81 5ta.262 +38 to Sta. 274 +37 5ta.163 +45 to Sta. 182 +40 i - Variable Divided Roadbed 6o C1ass'D'Saal Class'G Medium Seal Variable Class D'5wl Class'0'seal Plant Mixed Surfacin - 1 Clesf C Nedlgni Sol MfxDike 9 6' 'II PI. Mix. Dike = 0.33' ptmix .Surf.over061CemtreatedBase a25'PM.surf pl, . - mow- 0.25'P.M f. 0 �, a17'Min.12 12 �W.D.�I Profile Grade 1 Topsoil * •. 7op E 5o1 I• Exist 8' oiled Oi!edJ - 'I h I 0,50 1 Shoulder Exist 30 A. C. Pav't. with P. I Exist. 8' M.Pesurf Shoulder 0'I 0.5d g' --�-3' Sta. 144+00 to Sta. 155 +50 Q50 Variable Divided Roadbed `var lass Class "CMedium'Seal - -Var. Ciass'CMedlum "Seal Class'D'Saal ro '�- - �I lypec2 RCL.curb! Plan +Mixed Surfacing PI. Mix. Dike 22' Gutter. Note: Typae3 j qoQ� --- Plant Mixed .3urfacin where a pp lieable. I2 I 9 0.l FSI Profile Grade o.a3'pLM 0.25P.M. I i h an'Min. 0.11'Min. 0.17'Min. Cvar 0.4 cam.7r1la/Basa 1 Topsoil Exis ed Soil I r Slope Rounding Detail Shoulder --{ Exist 2o 'A.C.Pavf withP.M.eew TO rf P S il Exist 20'A.c.PaVt with P.M.Resud. i � � 0.5d Var. Var. - Var. Var. Sta. 132 +00 to Sta. 144 +00 0.50' variable Divided RoR_�b bar. t -- Class'C Medtum"seal 0.33: P. Mix Surt. over - 0.61'Cern Tr�f. Gss / Snouldar I - I [0.15' Class 0 Baal Class'C Medium'Sesl Type C- Guffer --- Plant Mixe d Surfacing Plant Mixed Surfaeing C 12 -- 12' -It p25'PM. Surl 0.1'7' Min. a17'M1n. Profile Grade oil -Min. 3 / War . , < • ; .1T n. S7G Top sod Dike Detail Exist.roiled r Top 501 :� 0.5' shoulder �xlst20 'A.G.PavtwithP.I�.2asurf. I Exist 20'A.C.Pav'twithP.M.Resurf 1 20 2' Var Var. _ l•- 'f' - - - Var. - 1 I I -. 1 yPe C 2 PG.C. Curb 2�Gutter rop 3011 Sta. 128+00 to Sta. 13Z+00 o 2 f l , I I 01 Miles South of San Marcos Za2Mi e5 South of Carlsbad Ma 4, u Exist 2o'A.C.Pav 20A.C.Pev't. y- /95/ Exist �- 20 - f /n TYPICAL CROSS - SECTIONS Note See Sheet N for Pavl,lq Detail at ighwaq ngmeer sta. 122+ 40 to 5ta.128+00 V scald; r- V ✓ �c `t�- f''• 1WC19 .7 DC 3o Planninq t ngineer 3�� Cj Nw to f "n H 101 r,lF N UO[ A I NINE 1X0 OESCRI ViiON� - - ' - -- 9ese j• 4,42 and 4,44 1r31 co'at' p1an3 ht•e ni South of Zan !'aroos Creek and 2,? ri South of ^arlr.Fnd. (30 re:1ta) :erturo C•rd r... AN ern..:es_osnl - 1 '' rllplr T�TT�]j��T PMII]v TT)TTT) r X111 1 rplglhuL �llPlg11i 1111111111 11111111111 Ilgll((ih �iiipilpl( Illplgll( � p l lgilq MICROFILMED AT ijlppig * ilgllrllll Ilq;l Ilgljggl q III [[I pl g II fill I IIIIIIIIIII IIIIIIIj1 5 l � gl 1ifII III IIi1 0 I / III IIII1l pllplgl i 111 [If IIII � � I h ll1 rh l Tr 111 r lrn.. .. 1 1 1 I l� 1 � 1 1�5 �� l 1 1 1 rJJ� I I I 1 11< 2 2=• 1 REDUCTION I I I I 1 1 �1LL.LLIL� I I I I � t I I I 1 - I LLL I I I rl V I I I � rl V I I I �I� 11 1 1 1 1111111 I f I i I I I� I I rl I I LL ' � 111 111L1L I -I.t I � I rl V I I I I I t I I ITIiI -1r r 11! 1 �I II11III1A111 srAn rmalt nlwmr xo. ^�� •xm ron[ wv. xo. vnx xo. [x[m CALIF. 1 Design Classification 3000 - XI " XI SD 2 1 C/ Seal „zoe� �— TypaA- $B-2 III r 0.Z5P.M.5urf.-SaInfer- Plk t Mi Dike C•Z Curb Wxecfion Details forgrdu Mix Surface 5f7 i 0Topsal Tgp -- ' I To T PD y:� a5o'GT.83sa 3 T Var. S, %nio Ramps La Costa Downs Ramps Sts 185+15 - k to 5118 5+01.56'11111 5118 Z5%57'Bj to Sta S+Aza'S; Sta 7 +22.42 "Rs to Sta 198+45'16;, Sts 6+04.81 "5j to Ste 214+25'6 Sts 191+50 - q; to Sts 6 +1836'q 51a 211++6'11- to 5ta 10+11.413 "S,j 5ta 6+49.451 to 51& 185 +35'8," Sta 4+10.81 - 5f to Sts 263+84'81' 2 r 3118 291,50'Br'to P.M Dike 5ta Z05+44'e i Variable Divided Roadbed — 80 Var.--a01ii. -- qw RW P%WSurfacilg 0.2spi0t5urface ovorQ5o' 0,25'P.M.5urface Ck sS175ed - P M• Dike Cks� D Seel Ckss'QMadiuld5eal PI. M' . Di Class'C Medium Seal Class D "Seal ( Variable - WtoZ4' 8' 12' 12' Ckss D Sul - r Profile grade j 0.06 r afrMin. 9 L � �5 J 13118' d e r - i xist '!0 A.G Pavt with P.MRssurE f x tied Shoulder SFauldar Variable a 5ta 284 +S10.D0'N Sta 300 +20.0Z '5; (Temporary Connection- North) R/W I - -112' Divided Roadbed 4Z' 8' Z5'— — 2' --Z' S' 0.3 To 0.5Ctx Z' P. KBorder _ Pacil { Class D'Sesi Var. 0.25'P.M5urE border �\ Surf. 0.W4'P,M,Bordar. 0.61'xZXP..C.C.Pavament over 0.0 /PM.Dike Chss"D N C •a4 Treated 5ubgrada Class'D "Seal �Clas� D "5wl �r� Class"C Medium' Seal --t-- — 48' I Profile grade — —Plant Mix Surface ° I " :,., s / P I+ -- 1V — t:' - - - -� s�Njs-D� 0. 1op�i1 �z 0.50' To Soil 0.06' 0.11'Min. I r 0.25 P.MSurf. ExlstB'Oited Exlst.C'0ild � 5 �Shouldar fatist. 30'AG.Pav F with P.M.Resurf Shoulder �Z_I Z' —Z5' - Sta.202+00 to 5118 256 +00 CF yF r '"',u SupereleVation as directed by Engineer " , (XI- 5D -2.5) .....a... 4 OR - �tp,., ® 0.1 Miles South of San Marcos Creek to Z.2 Mika South of Carlsbad x TYPICAL GROSS- SECTIONS Note : - See Sheet NQ 4 for Pavmq Detail � A?t t Ighn'ey nginear 11 V C 'I nninq f ngine¢r toy /0 / .xc<. s -ei -J `- `` -- - -- CASE .3 STAT3 1113 ;Y Z::1 _ 2w•j 101 — FILE NYpE1 M[Y[ A ND 0[IG V tIYX Case ;• 4.42 and 4.44 191 eonatr plans 6118 0,7 °i south or Zan 1'areos :reek and 2.2 of South of Carlxhad. (31 nhta) ' Card hr. n N[lanl.brq IT Ilm X1111111111 Illhllhp llll hllhl7 Ili, Ill hl Iptlll1 IIIIIIIII Il illlhllt111 Illl lllhll III IIl11111 111,1111111 11111111111 111111 t)Ill 1111111Q MICROFILMED AT Ilglplgl IEI1 Illll111111 Illipll 11111111111 11I IIIII l I11 Illlllllllll III 1 II I I I I IIl rl 11l 111111111111 II IIIIIIIIII 1111111111111 11111111111111 IIIIIIIIII 11111111111 II IIII IIrII lll IIII I11IIIr h 1 Ilr +�u � � � � CC 4 1+ � u� 41Y 418 N �►� r = 9 u 'a�8 aIi u►>� u�u a�u a►u a► a� c i a19 'd ►�>? �►u III I rli M rt LS E E � E 2 i I REDUCTION 9I �I �f A 6 1 11 ._�_t_E_t_t_1_l�_Li�.E_t_t_t_l_ 11- ti 1� �I y L LLl_I_ LL I ! t 1 A I I I I I 1 1 1 fill 1 1 1 1 1 1 1 1 1 IJ I l r l 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l t I I I I I 1 1 1 1 J 1 C LLLI I �..L[ I Ll E E .1 I 1- 111 I.1. 1 1 1 1 LL 1 l l_l_I _1LLL �11 I E u 11.1 L 111d 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 I L 1111 .1_l_LL'1. E A E 1 I E I E E l l I l L i l l PRA aTA.a 110u1L .eeaact No. % 'eon :Mn I ICAILIF B.. B st ount Route Section cat 0tSht S.P_ 2 B 30 Approved_ M? 7 / _ 9S/ Weakened Plane Weakened Plane Weakened Plan¢ I ✓ � - a: I State Highway J — N Clvll Engineer LICenS 20B4 x 15 Tie ssem " Bolt Abl nMe Bolt Supports B� a y Not to exceed 24' I r I 1 Not to exceed 24" ------ 4 + Lonqitudinal Contact Joint B-(-j 15" �30' 30 — 30*30" 30 15" a--- 1 1 Rt I Note: In lieu • of the Couplinq described below the Couplln may be manufactured from 11 round C' steel baai- stock or lye x yz steel tubinq. I I Also Tie Bolts may be manufactured from 9/" from Plan �� __ Minimum Distance 5 Transverse Contact Joint of bolt stock with r threads in lieu of the 16 , �" �► Weakened Plane. bolt described below. Tie B� yi ` „ Coupling — 5 -Dr'l11 Side Form for � Yj Bolt 8" _ 1 Stud Bolt i f Gray Iron or Malleable Iron, or Steel Hexaqonal � M + - - - - - -- ContlnousThreaded Coupling, Min. across _'��___ � 15etal Side Form flats IV, Min. Length Il� out to out " of Threads, National American �1 i/4 Rad.,Transverse Alternative Bolt Support Expansion Joint C Coarse Threadj, Free Fit fry2 Rad., Lon itud al scale s'_,' :a. o. o. .;o.r..: "•I;v. :;.p:...v;: ?. v :c. ?.. . ° 2 1 Fz � I 5/8ax 15" Sq. or Hex. Hd. Mach. l -� --15" - - 15" Bolts,Threaded I ", National j I I American Coarse Threads. I 10 Culvert 10 Lonqitudinal a nd Transverse Contact Joints, Sections B-B i Bridge 1 To be placed where ordered by Enqineer L - - - -- - - - - - -� 3 / t " Contact Joint scale N0 I' seals 14e� I' �� 1 Plan u %2� Bars at 6 "ctrs. ' y2 Expansion Filler 10 6 Plan 8" 1� �f rl . � .. .y • o. I� y Building Paper lNf � I I'�- I a 2 Bars at 18 Ctrs. 1 2 o P Section C - C Scale $, • 1' 14 Ga. Iron A,6 Detail of Pavement Reinforcement r at Structure Approaches I lye - 1 y2-- _ rRoofing Ned at 30 Ctrs. _ -- I r f � 2 2 I I yz 2 �2 II I I 0 State of California Recommended. -- Wooden Side Form Metal Side Form Department of public Works - -" - -- „ 4 Division of Highways ig Detail of Wooden Insert to be placed on Side Forms d- PAVING DETAILS g Asst. St Hi hway Eng1n¢er Scale 3 ". r Tie Bolt Su - — - Scale 96.1„ sv 1,1 4 C % J I lgmeer p w Auc. • ` ;o, 1950 t Rev o 1 JO 35 m g t Rwy CT.I:•.'. Ill �':;Y [L::1 j 101 allE NYYIFa NEY[ I NO EFfC_I OEI - -� —�— ^Case j• 4,42 and 4.44 1 $31 'anstr ?lane bt•e 0 South of Z Sari an :'a Cos S 7 mi South of C30 0 a ski , and 2d r1 bvd• ts) '.ncrturo Sand nr. ea e+ala:0+.aavq 1 MICROFILM LM •I - I I - i 111111114 1 I I 1 111 III 111 1111111 I � 1111 111 I 111111 Ill 1 1111 Ill 1 1 Ill III III 1� ill Ill 1 1 Ill�lll I III III III I IIII III I IIII IIII IIII Ill I VIII t)1 I. Illllllll ED AT Illl Il111I1 fin Illl Illlill Ill I(Jllli ll�ll Illll�lllll Ill lllllll�l Illlll�llillll Ill llllllll Il Illlll� I Ill�ll�ll� llllllllllll VIII Ill�llllllljl I I I Illlllilll Illllllllllj �� Illllll ll 1 VIII rill llllll ill. IIIIII VIII 'lli i I I t X9 �I 1 I I X8 1 �1 I I I�{ . I I I I a I � l$ I I I I I D IY I I I X161 I I y I I 33 I �Y I l � II l g�Y l l I �jj Y I l �{ 22! :I REDUCTION aY gI �IY' `'1 �#IY �I X19 411U 111 S a l ly dlb 41Y dllY all 9 1 �I 1 LCLL LL( -IJ 1.11 L1.1 1. (_L LL 11 (I I i A I I I I I I I I I "1 I I IA 11 C I�I IIII 1 1 1 1 1 I I I I I I I rl I I I I (--L I n I I l l l f l l 1'1 1 1 1 1 1 1' 1 A I I I I I I i 11-1 = U I _LI 11..1 11 I LI 1 I I 1 1 I 1 1 1 CI 1 I I I i I I I M 1 1 11 (.1 11.11.1 1 1.1.11 I.1 CL.LI- L.LLLL.l.l LLLLl_IJ.LIAl1LLLL11 LML_iil- L-111- L1.L1�1 LI 1�_l 11_t1.L L1_�..L1,11tLL1 -Ll -Ll 11(. 1.11_lal. LLLLLII�_1111t111 r--7/- S-43 e�in inqCt �o ��• 7.12.5. R.4 . W. S . . ;; 11/J Stta. /2_2 t40 ca <Y�l /r. 0 sra /o Ss sARC /112 ff. X 1 Z g 5 30 \ n e , w. S EC. 33 139.50$' /9/,4S 2 WO 2 of 5 Map No. 528 Cexe'' L.S. Map No. 505 \ ln�ell6iis�aib� C /�en�s %nFi! xi 1951 ••Cr c r \' n✓6 6 \ \ 3ee.Qasdsidrd*11mpra,lis/. I AW �\ �� d •2S ?G' d • z,•d'm \ Teo Sri /(Poadway ExcevafionJ 1 � 'j "q "'l/ \t4 �� \\ R•T400' i.isr.ri \ rta /vcvnf %ry = /9J19C.Y. m J Comh.•iXMix a �� \� � I f "� , or Arde G \ \``�\ ��7ry�'� ` �_ ,P✓N' \ $ �,. Rep' clvc lk a� /� Ccnsf P. C.C. 40,--b C Guffsis L I — _ _ \ e Sts fa Stg. Side Type Cu90 \ ZZY /B; 15Z /IBBI C*I&l C -Z /279 \ I (\ _ ° eo�. cP �\ a G 7 -- /JZ /72 /L19/ 140 Cfi. /5/. CZ✓s - /G3 Sk7 \ 0G—I c c M � B / 42',51. 8d Approach\ o . \ h° FE ��-� e c of p ( 5) SAill I52 V. 0uenf./ne/inRdny(Oulal a .� mas a 00 /3Z Oe' ey Of M f40 „JlEX OLian1 /4a lt7.dvy. 0uant. ° t —Ord os C `v ' ' s 0� o / Of ©c es' Oi 06 O • \��ox Hi. sr'"�Pwm•. ^,a.s�!„ N�{'Stlbl�.. av YP� � -vy�� , �f• /.P �'� � car w . MN0.1 Jn Q.Q. I No.�l2 Rk.�pike in'cuc. ;ter_ W +46S 50 9 e+ 1 - 62t AO Wv. el. 51.015 Par/ab Divided Roadbed Variable Separation Finish Grades As Shown Cut Slopes W/ �ProA(i Grade F111 Slopes 4:1 55 h 55 50 50 45 45 40 40 35 35 � 30 /SC¢650stum 0 B4 Llne ",9 . 1 2 P T Sod 20 /3 Gna/ze e s 6 /ja 6 z S ; 7 a C s O s p ' 0 - B - _ _ - - -- 73 9i t 19 15.6 �3 109 !09 G_.,_/ 3% 9 5 o 1 30 AV cA.S6 3 x.• 101 eIL[ NYNN NIN INI Of L CM_V I IOx - -- ^.nse 3 4.42 and L•4:; 1 conetr glans bt.: 0.7 mi :oath oC .:a:, I':..- cos ^. eok and 2.7 ri NOOth oC ^arlr.'o •.•1, ( <p ehts) - srt -.re 7 I _ ri 1 WGROFI LMED AT qi qi i p l 1 lilt i1i 1plalli yili ilil gililiiilq lil l lili� l y I PP 4 lit l l III' I I'I I I I I ly l 1 ly i IIIIIIII11111'lll yyiliiil ililililili d I l y 1111 �111il11 P P 1 �� 1 11 hll�a 1 l 1 1 l 5��11 ll Ipp Iplq gglppp gn,1p(gi Iglir iip liplgq !ililgiplq IL I'� 1 4�� I I I I ��i 1 1 1 ' �� I I I �� I I I I I �� I I I I� I I I ICI I i I I 1 a� I I II�R I�� I �i�� I�� ✓.�� d� �1�� Z�� 1�� C� f�� d � 2.2i:1 REDUCTION uI 1 nn ��11 ��yy gS 6 I 7! �� 9 1- uLL1�151 L '' �I 5 1 1111- 1.111 1 LI_i1 11 11LI 111 111 111 11111111 1111111 111111[1 III V III 111111111 11/111 11 1111 Lit 1.11. lil 1111 11 1L11111111ILC111111111. 111 111LULL1L11.ILILL1 rl111�l�111 11111111 III II111 111111111 1 1 1.�1LL11LlLLl_L1JS11 -l_. 111. L1J -�_I_L LI.laLll41.11_l._LL- 11.IS C16) 6 4,3 ".fl 101121hs 1 7. J2.5. R.^�.W. 5.B.i3. M. -% ro s le e C-1 XI SD 6 30 `i M l - -- 1J •� - - -- SEG. 3 � � -� - - -- - -�.- � /a6i6s�' .H' 9/s' r X -of: 0 -. May ?1 1/ 9 5 L f r — Exitld+9 �"J MR O.A. _ �— — ' - -,sue 4� — — 1 fY 'py,�� ar Iec.rioo • , /!3 V p . K W Z —+ i 7 u • N t^� r;a �/ NsraRt/a Fria B 6 1e \ \ z �Mxs!o. �C_ �,�• c I 1'J9i.S9Q' /A'i4s� "�J' — nPscl.:r • • ,rd.G:e7ax. b I u ry \ NIT \ t :o s/oayh 5/ouyh :.os �e N tx9. 49 J 9 Ghiin Link Fence ti /t7 Ste. Sire Lin. Ff. Consf• P. C.G Cvibs � Gutters � I : : �/#,� /�t�6y' C-15:- .✓gg= /� B. M.Na2 i B.N'.Na --4 1'Reinf. Ebr4CLQI n (ticks lakes Mon. far /able Divided Roodbed- hariab /e Separation 128 LL ev. 10.11 4S.4 Ise LaWt' . %41 +40 - Finish Gredes As Sfiown �-L. a Gut S /open l l Cut Cut 5/oyes l: l F /l/ Slopes / / Fi// Slopes 4:1 Fi /l Slopes S 30 ' ,ap" R1 o O � 25 g Proffitt l� iede N N ry C � h V a 20 li s. K H v 15 7i aZ7M J 10 v c C p w $' Fb ��c sGl IR� ya p 0 U1 a s m .v_ .1 USG,!G.SGletum "8/.' Line T_ BE Lne 4cij r�►rw�I - O -� O -- O - -O - O - -- O O _ i O 73 -T Z32 S �rapse i �- 54 /OZ //3 9Z �_ 4B 40 - - I - S/ - - /PO 52 i .. 9E - 17 - - -- - jv - - -- s6 ' 0 e /61 - e Z 9 /so /9B5 / 2 19 0 Aw/ xv {3p - 3 pl /BjJ _- — 1� J 10 26j 96J No / T. 3 — ! S - i /o Y cASe 3 H , 101 nieuou _�al_xo_o[ttl, iPi un Case j• 4,42 ant L,Id, 1$_;1 conatr 111,13 6a+ 0 '? mi - south of 'en :'ar'os ' ^k ant 2.2 r� South of ^vrintt•p (30 rots: ^ ^rb,rc r.md r... c• e+y o:...o :.n f i MICROPILIIEO AT pill ! !gal RlOYOTIOM :..... L Tmtlurrr!Trrrrri s c o m E ' .•+ -T� SD_5 A 2.7 _ M� 136•A 1937 1 4 9INDEX OF SHE _ `TS STie erlYa/ Tire sheer STATE OF CALIFORN � — :ter � DIS Co uaTr aw 'F 1 — :. 3 r , 13 .. z Typca,00 ec•6n /:., .;,.:. DEPARTMENT OF PUBLIC WORK w i 4o Mascellaneow Details i '• �" _; STATE OF CALIFORNIA 41 -43 Srsnderd Structures y I '� i ! L AE �IAi' DIVISI O F HIGHWAYS �' .-�- ` • - • • 1- ISO Goss .5etilions l NNra a rn PLANA 'AND PROFILE OF f STATE HI GHIVANY In SanDiego Countv between De1:Viar and Encinita s f u Scales (Plan. I ITL= 50 Ft. (Prolue. Ilor•liti. -50 Ft.Ver•t.11n- 5 Ft, - hieing the eptail plans of a portion of the route for the _ 1 State highway aooptelf by the California Highway Commission • _- H• 8eplernber 14,1926 - ! ..... �- 1 P A C I F I C O C, E A 1ti" �—_�__ It EXCE aSta. /S?+ /6.X1 ro Sta. iB6 +00 Not apart otProject. - — ^- vp Air ® r ' .. Nay © w)� r' \^ ``` 1 .. ^_ - -- _ -- � h i � �' - �~ _ _ _.: �..i !—_�_ �- / A ,)M� � t }� 1 .j1 'y... � •/ .�- \^ ` _� _ _ � ^_ I - -lam_ �-_�� ' _ �- I' � s (� y - rpr?xr -9 ' t b �_, . .VOk Y li � ` �� _ c r C ec. 3� s o , •' - -- ' +v r ��j S ^'. D E �, vIAR �, { , , too •° �_ ''� ��,g << R R. - % E NCI:�TITA Sec. /t > j / \ _ , , °' f�s ~ 1 INS=� ", '� Yx�F•`� �j7J'% �^ �J4 /EIr.� Orel / `•. F CARDIFF' � OfPl'C� G�Cti Mafton 40 MUM eSO *34.(S - �at. / • 0 ;f !' -:- / �� pl CONVENTIONAL SIGNS June. 11, Im y '��.. SEPIU Ift - County Line _ Bank or Retaining Wall •-�-- �� To n hTownLimi Levea District . j• � CT � m! me ! CUIVrrh �s .r - ` �w.wM., >. -..i„� n�. — APProved June IS.� J9�6 fence ran me Dr In'.r +�_ -.. _ • -• - — — - - 7 , Trolley Po'e , Scale:: in. -1500 ft,. Gua -d Rail , .a..- ,- v mall ✓ Unferi ne :o peer✓ _ PbwerPO1- 0 — Clab Rishfd l ■ Baseor-SurvwLire- Telegraph or ielephonePoe s _ Net L enyth/ OfPt' OJe!'� = 34, 613 feet = 6c55mileESr ti Trawled Way - -- — — Ny RsihviryhvtlLe Marsh = r_ ? . ."T 72, yTT!'L "y Pi "^ .'rte lm_- `t�� rIL. X... T _ NAME ANO scelv.l 0 _ 5. :tuft J_ 'i } c °) v , t l �� 1• r.� nt L f.n^f O)r bcf � C 17 ti 1,f,: 1 C.. 3 h.hi Jx:. a li'cAl iJ:.nc., ^plc ^: Ci b� -::ua L'•• rer. rx A"(, 1 ILL 2.7 1 2 1 CAL 113&AI 1937 W1. POW 2 43 -- �� .in. <w•rr wen we ••w* �+r +� - ` XI S.D. 2 A 2 , - -30' -- - - - ..wr 5 - r Profile Grade 1 1.1 Z ,I Slo e 3 07S 06' Sloe l.2Sy 0.6' 06; 07S,' S/ E LISy 3 - - M ne i pa l A go. -' FFN Pill ,•;N_2:.. 8 -- - - - 18 - --2 ' h 1 is e Station 5 + 34.8 to Staon 5i +00 I Station 261 +50 ho Station 278 +06 • 254 +34 N • 259 +50 349 +25 " 384 +50 -- - { -30' to 375' - -- - - -- � Profile 6rade Slop L25x Min. 0/T Slo L?S% 06" 075' Slot 3% Sloe 3% 2!-- 2'-- - Var. - -- • - - V ShaHon 1400 to Station 84 �fi ar - I -- Station 7+ to Station 36+0VWdeni cn8 t vara6 Q ng � oth Sides 2 N + N N 1 + 11 28 + 06 11 N 6 + 0 207 243 384+50 I " • 400 +00 1. 316 +00 347+ 50, No Pavement Widening 347+50 349 25, All Widening on Left Profile 6radt / Za 1 S /o 3 x X0.75 X0.6' S/o E L ?S i 0.6' Slo E 12S x 06' 07S S/o t 3 -- j.1i �' i t 2 ' 8' - - - 2 - /8' - - - - -- - - -- - - -- - - B l'I-= var / /e Station 103 +60 t Shatlon 110 +00 113 +00 118 +75 121 +66 •i " 132 +91 i 30' 73' - -- - - - -- Profile 6rade Variab .1 SlO e 3 07S (06' Sloe 12501- Min 0/7 1 Stoo /?5% 06'' 07S' slope 11 S/o e 3 v. � 2 Vac — i 2- ' - - -Var. — - - -- - Var. — 2 -Var. r Var. - -�� Station 84 +00 to Shahion 103 +60 �t• 6 I Shahion 400 +00 to Station 431 +50 110 " • 113+00 0 446-00 " " 450 +39.57 132 +91 • 142 +00 I 243 +00 254 +34 Half Section for Right Side only Station 186+ 001 to Station 207 +00 - -- Profde. Grade - -- - - Slo E Variable 06 Slot /25 i Min. 017' ; L= /.2S i S/o a Variable 13' to 35' — - 20 - -- -- - - - - -- 20 — - - 8'fo 18 -{ Station 243+ 00 to Station 254 +34, Half Section for Left Side only S' 431+50 II N 446 +00 0.25'Road - Mix Sur lace \ Treatment 075 06 0. 17'Aspha/l Concrete Surface Type A Rounded _ Cut Slopes \ \ --- Variobk Width - ?' 4spha /t Loncrcte Bast and Levelin� sc,ie r= 2' AUG 14M7 TYPICAL CROSS SECTIONS „ <,,,,,, „,•, Jijne 13T936 Scare �.• 4 , - -� yL iFiA cslsE 3 1 - STA3T MMWA7 Ma 11 -SD$ X7101 F1 L9 wMii Ilwt NN .jt tilrtl�.j ft” 3• 4.44 7 -33 of 37) 1 -3 Alegi st.od.rd sail Su y NN ! at 3• Ow S' 4.44 3936 .tat, eomtr 73.0. 1tN D.3 M.r .0d 43)W, (81N 1.2 of 1 3 32.37 -39 of 43) • Ap rtes Csrd t Q ITAWRELTEMMMENR ,- " "l i re HyIAZ�i T, � J . / T. /3 5. /2.4 W S.S.8. &.M• SD_ Sec 16 Xi : D. _ 2 A 330 1 12 /3 /d /5 16 9 10 ll 12 l3 d IS 6 4C4 a1 Ditl XI 9 10 I it 12 13 1d /-6 16 Awns June IS, IP /y S.D.Console C7 [.Co Ph- gas Main - ,I 06. B J. roster L. H � eir Mws 4. ' t/a[2e 1 ° ,) d I G. W Starr M3t/ak ' I M H. C a n % r7 co ;' /�,d NlJa,dfd M Coco W.. uc sbauf» 8 e� SbDwe // I Corp t.fd. " I g N. N 6 5 d eed) I M pi Charles E E n/p/ 71 Coast ti r` 3 2 / of iClwm , p' it) I Naal D. Herma bbie L. Cb / S "sit r7arage Lbrlovan ae tsrgests e (sa.cco) EYb z,,, eo 5 4 3 2 1 h i C I (b6eessedJ .�, M 'tT � 8 7 6 5 4 3 £ W tl c + ' NO6' 'l5 "W 296578' F°" c i '�' - -r- t---- r - - -r- - - -- - r- -i - - -- - T -- . -- --- - -� - -- r -- _r- - sir - --- w u u• II a l2� 2a -- 06 35l5�VV - - -- Z930.78' - " fi.�inningof / A t 419 4 0 1 vAlr ( 4 l a ro fr n a e30 l roL dad `'A; sting 2G' PZ;C ?armY� -• C 1 12.ST " II T' .7 / KG1=l 'T ' -- ------------------------------------------------------------------------- - - - - -- II _ O ' - - - - -- -------- _ iorew l ° + ASOU.s _ s - &a er T KY. �R)94l6 30' 3• k' a• eD' (3e' aq... u' !' 48, C' *,y b• s6' _X1• 6vn um i i / ID'K 2a• D \ • ♦ill TPii:ket rence -,1 '�"O (�p • .N 35':5'W 2964.32' . , 77f 5.f 4y. R/W" a"' ^' 6 'O ° o e +� !✓mAk irrigation RAA•10VG PCC SICGWALA:J CONSL PC. C. SIn GWALK - -- -------------- --- -- ••E9N 26-2•fkivas �'� S Co Mme. etas 4/7+13 to S+ 2421 +14onU. -40111 A.•- 2t.74cy. ~ t y ® Lumber ¢ 810ders Supply Co. Sta.42 / +26 on Lt. -Return - l.4cy. sta.42/*14onU. -R�tlm ••- 1.20ey. CONST, PC.C. CUA66 A/vo OUrre-ea om •LT. 8Q Sta. 421 +26 on Lt.- •0/in. R. - /.2c.y 5ta.4Z/+77on Lt.• -Retum - /.We -y. Sta e 417+/0 to Sta. 42r+/4• /in 37.4 /cy 9b.42 / + /4- Return -/53 c.y. RCM.AND DisPOaG O/°TRGG3 Sta.42/r78 on Lt -20 fin. /. c.y. 5ta. 421+9/ to SU 422+b0anLt- 991h.t}. - a64cy. 562.42/ +9 / 63 Sta.422+54 59 lin - 546cy. 5ta.421 +76- Retum-L53 C .Y. 5ta.421 +78on/t: Returrl - /.4c.y. Sta 422+50�St2.422 +70onLt"a7 /in. - 2L34ey. •512.422•50tro5ta.42b70" 20hn. /.6/cy. Sea.425*95- Return- L53cy. PaCl1 Irrigation ¢ Supp l Co. Sta.4 /8 +7 / - /9'Lt 9b 425+92^ -/B%i Sta.42/ +78 in r.426rp8onLt.- 403 /in #E ^•245ey. Jb.422+70tr,5ta.4Z5+95mLt 3251tn. . ZQ05'ey. yta.422 +70tb9b.425+95- 32511n. 30 /Ocy 9b.'4ffir57� 6 +03 -29%t. Re(z�rr� /53o.y. Sta.4 /9+1 /- 19'L #. Sta, f Sta. 426+08 on/t. -8etum ^- 1.4cy. 3ta an[t. -Return do Lt. - I.ZOc.y. ,5ta,4�f72ta Sta, 4 ^33 /In. - _30?c. 9b. 430'76 •-Re{vm -/.53c QGn•1 PCC CURB AND uTTGR, Sta. 422 +3 /•-l9'Lt Sta.428 +/2 ^•18 L:t. 56i.426*08onLt.-10Nnft. - /.2cy. 36*- 486 +39 on Lt. -Ran - t20cy. . ,S�i.427ip5 {aStj.427++35^•30 /in 24/cy. Z. 43 /+9B- Reis,m- d53cy: X42 / +76 to5ta.42&VonLt- 492 /in.1t- 27.5c.y. 5t2.4�2 +72- /9'Lt. Sta4ZB +35 -48'Lt Sta.426+60on[tr20/init. ^• /2cy. _Oti.4W+MtD W.427+05onLt_- 33 /in.ft. 204.,y St2427 +35tD,W430+76 34//in .- JI.58cg. • lndicaieslkpesseda#b. Sta4aS+57toSta430*M7 Lt.-4911in.I.- 275cy. 5ta.4c3+43 -18'Lt Sta428+56^- /9'Lt. 3�taa.�+60too�480�+88o Lt- 4031infE. =49c. _haa.42A J.O_L-3* n Ui.R.•- 2A0 •`�< �,. 562.431 +38inSta 435 +T2 anLt.-d861l.iff.- 19.2cy a t tm .4 .42 24r// -19'Lt 5to428 +75- /8'Lt. 7 / .� r S 19' . 5ta.429+34- 18'Lt. U. Sta 430+88 on Lt. -Wl ink - 1.2 c.y va. 4807 Lt.j:en - I.20c ` � I iN 5 / /^•�'Lt Xv.. 429'53 19'Lt. &a. 4 Sta43 /+40 301+88 on U. -Retum - 1.4 on Lt.- Wlintf. cy. Sta. 431+40onit.- m �� - l.ZOc Jy i.� J a 8 i T A 5 ta.4 -19'Lt ft2429+73^•2/' �. Lt -L2a a :;- - -- _ _ . -_. - - -_. - - _ - - -- - ra- r - JAI d V r _ _ A J Ij I i + -_ - _ _ y r. L _ .. T - - t� t J r ; / 2 / S 9 - sue, 41 4 / 2 3 4 S 7 B 9 30 / 482 CASE _3 E STATE ID.CNICAJ PLAN 11 -SD.2 NYT 101 Flit asse AYR A" ttteelel'" Caw 3e 4.W State oonatr. plesa. 1952 ►tr Del Nar end Ewinitea. (Abu .1.3 A 7 -33 of 37) Also Standard Soil Sorw2 delta 1 - 5 of 5• Caw 3' 4.44 1936 state 000at:• plow wt, Del Ner and Eneiaitw. (®ts 1.2 30- 32.37 -39 of 43) • AFort- Card roe. u Hearn -onn i P IIITMI T T tit 2 . 7 136 -A 1937 31 43 �� SD_ , j I r� T l3 S., 2.4 W.,S .8. 5 &. M. xl a 2 31 43 June 15, 193G al 7 () _5_D Conao, 4 ft Co .:'N Gas Main -r O 5 Au��^�"•� -e- Abb L.5tu/ye j ; 'Y • l o Anna i si [ a( o 7orie Dennjs f John N. f Minnie Hill Starr fart A. mp e ~ B 7 spy �' i ® tY i faha 1 f 9 Moran Dorcas D. �tp,� // Aerrine y '� rs t1a to L k ux A. 6 A. L 1 eta/ € — �I HA�Georgi Wen3 8 7 6 a# �iP.lyne s 2 I �. e 7 Bro n 5 4 v 3 2 / e i s a F o: W Wi fed r Z _ �1Qp / A _ art $ o G /ette .r d f4eartm al'tll �L (sf„CCO Po. �D P V N �P. �1 ' — t ` ft i OA' ' a + t"`y 4 u3,.. .Mr 4 e +, o 3 r Cone bidawalk Orvw .. Conc sidewalk. Nia s lhni s 1 f • . • curb - N 0 35 / W 2930.78 432 4 5 59 F /a5T 8 9 ST12CF-T 460 s 2 3 444 ----------------------- - - - - -- /:aitcua Snn.ba •030aLNT •1[irr60 • 7U5. oM66us curb •450.3, •M6au5 arDa3u3 •70az u.s •70a�us. NQB' 'l 'W ft a wwm ` 2964.32' Conc s;ae wait (curb to eidra, ' 1 i AT45f Qy 4/W erbert J Catea y Blag Score c RCM. qN0 O/sPo3E Of TAP- F-5 �' i ---- - - - - -_ 1 Stor dye' 5 a Store Store 5ta2 Stop: StnrC l $t0/y 5ta. 434x87 -I8'Lt Sb435.22 -30'Lt ' O Q t rYa Score (Bocci (Stucco, 9ta 434 +90 -32'Lt Sb135.28-3/',(# •Dt I a� ° I - - To J°�°'t__ ��` __ o u 3nrs < 3 ti a B/dq Bldg Bidg uh (Stu B /dg 5ta.435.04 -35A. 8ta 45964 -35Lt. D`,' tY �• PoIm C�.s • •�• jE En'L7nuel .9DClurOlY� ` (Brick (Stucco, (5tuccoi e � (Stucco) i 5ta.435.04�43Lt. 4 §� Tennis. Court u \ i I L ` U �'� Cm ue/ 0. Ran.,ReserAoRamwv erferenmuces ° '� 8 c moon &435 482,90-Mg. 9b.4aa38-W2t Chas. P rllo 9 /0 ;/ 12 *5T -WIt. &a.442446-ZOZt • •� Miller -ul, r• l3 14 sto.437r7/- 89'Lt. n Lumber i 4 _ . \ L. N. Got LN.Co.� N TXS, SEX- POro�wr� 5 u cc �N ra v L. J ll J J r]. l AT; 5 r 2 a/w 59 QM.A6.47 Map NQ l48 61M NO.46 US C. C. S. BM. Ab N. -/31 E/eY 72.40 Shondord 76'Roadbed E /e►! 73•/2 E/ev 77477 Leod& ka in S ulh Crown Grade is 0/2' Above Lead & lock h7 SOuAb Tablet /n Br /Ch 8/ofq so Cc/r6 of f"St. P1011/e brooL loft. AtOe Curb Of'E'St. 115'Rt. 5/0. 4411 + 10 e A/r Cut S /Opel �� ••,� S,i�s 5/boes l/oiiob/e 1. � $ ` � w � '� �o•vc. 'aa 1 7$ 75 N /oo•xc. ,• ,� aN. ` 4�7is6 � � '��. �` .0.!1 O O lea ^ .o. ss "• k• Qa/frrr Oi U. 01 ! �• Q w I• a0 Q 1p 80 ^ O^ h N a 7 b ,� # ro ro h +, .+ of a �, b o�1 O ,� 0 O '�i n i± r 80 b ti to \ "a tt p 20o y,C. - n _n ^ n n 1� ►�. r` r` n #/.072.1 75 Ili n r. n n n `. r, n .900 WC. 75 3S0'Y.C. a 70 d 70 r V` ti AUG] � N � i4 • Line i 14-320 S.YOP 140 90 41 22 44 /9 23 d9 416 6 8 62 0/ SO /22 //9 07 3/ 52 432 3 4 S 6 7 B 9 440 / 2 3 444 e19sE 3 l arch eloe"I PUN - u-m-2 Wr lm PILI ONOIR aoa tm mono i Coy 3• 4.W suN ooytr. play. 1962. bow i Pal No 7 -33 of 37) Also Standard eon am m a ht, 1-S of s. i Casa 3• 4.44 1936 stab aoytr Play ut, Del mar and lydodty. (shto 1,2, 30- 32.37 -39 of 43) . _ Aprtura Card Ml� a TPI WW IA 2.7 13C -A 1937 32 lu T. /3 S., P. 4 W S B B & M ., S. . . M 3 Sec. l6 &M, Reset f Reconnect rJectrolter at Sta. 445 + /9 20 "Lt. ' 2 A31 43 14 15 16 I kern. � Dispose of Trees From Sta. 447+46 to Sta 450+40 _ 9 to it )2 13 /4 15 16 Cr Pk Sim. 448+48` 33Rt. Const Base Sidewa /k 9ta 449 +00-- ..33•Rt xl - 5 -- -- �I� -- - -- 4 -- - --- I -- June 15, 193G or. Lt. - 37.0 Ton a. sta.4.49 +98- 31'kt. ��` Rem. PC.C. Sidewalk on Lt. Con3t. PCC. Curbs Clutters on Lt.+" nil O Fdo ,o r d z mo I �). Goro ea t • ',nnieH. o3en3 I� St2.445+33 Return -l.Ocy •Sty.. 444+45tOSt7.444++d5,401/n)fMcy 1-- y o Bum�by s 4 3 Sta. 445 +33 20 lie)f -1.2 c.y. St2 ,44.4. +85 tD 5ta 445 +20, 35 /in ff 3.24cy P Gillette e V Sta.445482 to Sto.446 +72,90 /in.7t- 263c.y. StP..445 *ZO - RetUm /8.5 /ln.f>x /.53C. Jew � OD � ` `� Sta. 446 +72 to Sta.447 +W,, 771in.ft - 3.8 cy , � /�' p C/Kinit�3 c ntie 3urance 3t Co. Ra se ND6'3515'w 5.3 k 31be/I4� u b Con3t . PC.C. Sidewa /k on Lt. 2W.76" /3 Nac•s4' 338.55' D.. � Sta. +20 -Return ^•157c.y. Sta. to 5ta.45OW, /init 35 /9 cy. s n ed Gu H, -- - -- -- -. Sta Std. E C50 // Caw Ltn �. c . • "' filed macada n- _ .- --- 1ete.cc - - - 3%i. 44.7 *.5.0 ><o .5Aw 650 r 4.o - 265 7a-ar I 830. N04' �[ _"a` "_ 3 ' Sect 4' Sec t. 6-' , •Ctriatin 20' 6 7 -- -- - - - - - -- ' e -- /V-6'35'/5 "W.= N- 6'38';N1 89/.37' _ �„ p - � L/T FI RST _ _.STREET - , -- �� THE FOLLOW /NC CONSTRUCT /ON NOMS REPF-R 70 SHfETAHfAD "' a^/o` - - - - - - -_ .0 -L T wb cwb- u3 [.warca k n...rveen PC C .Rmwovs oN '�" •pus n.a o CoNST PC.C. S/OCwAtK ON LT. c o� AW. - Qe•r.,vy10 .•,,,+. Curbs4utter Sta.43/ +63 to5t�.435+d8 •406 /in.1t•�2RSl9ey N 35'157N 2964.32' 'a' `. 9ta.436r19 to tP440*54-483hn.'t- 17.9cy. Sta. 435 +58- ,0etum- 157c q.' Ix. 3 - - ----- r ---- -- - ---- - -- 1 " _ -- Sta 441400toSW4t5+35•d66hn*t /T.2cy. Sh436 +22- Return•- %. ay N 06 W [ Sfdrrwo /k Sta 436*35to Sty 4/0 +39 ^•406 .ft 340.2/' End of Pro ect 1. l Story 2 Sto y Bldg M .rA /51 ry B/d� 0sbec.0 Umber Co. -eta.4 id turn 5+70 -400 /in1L- Zs Ste. 440 . *39 - - 57 , }� ( cm sta.435 +7t7 -Return - IOcy. Sta.441 +03- Qetu/•n- 157e r B/d'g. (St cco) ',yl C� 1a Pa /c ✓W� nandaH eycutt. ti Sta. 450 +39.57 Sec A = Sta.435 +70 ZD /init- /.Ycy 9to.44/ +16to Sta. 4M /in.R- 57.37c.y; (stucco) pti �� C ,,,t 8ld' I y ° StucrA/g _ta.4 ZO lin.lt- l.2e.y. Emanuel F ' ( Ch �• ~ y7 ' i. .- E'L. Sta.436422 -Return /3c.y. CONST. PCC. Cv R69 AN0 [.T. 0, Aubrey Austin NIO sta.436+22 is Sta.4f0*5/ - 393 hh ft - 558c.y. lin RA �" Il qq I 3to 44"1 _Rei um - _ /.3 a •u' 1r53 to 9ta. 435r371- 405 /in R. - 3750e. I 10 12 13 1t r5 16 [ 3i y' 5t2 435 *38 - ,Return y � h nn l5 16 -yl f1 A p &a .440 #51 - n. + + /- % M A . n..•- %.2e.y. sta.436 *20 -Return - OJAI - /..53ey. v� 9te. 43 9062 t Sta.439*62 - 3270 /in 3028c Aubrey [ Austin of S t e 44/+13 -4 409 hh turn - /..I cy a �, �ty�2 to sta.439*95 •� 380bh - 2,65e y. - Lon 3rx S t e 441#13 Stn 445r33 .ft -M. / c structuM3 %Cv f7 T & 5. f 3to• 489795 fa 5ta 440 *39 - 44.0 //h - 4.07c.0 r N I ` Sta. 436 +2 1 Way. ' sta , "I#o9 �m / h - t. � J\1 G J J J A� Map N" 146 J � *'�ce.�. °: L# ',s29.ohh. . 3o.47c St17170(7id -76 AbOO'bed 5�ndord 7FRbodbed V5C& GSBM- /Vv A-13/ C -l-Mwn Gro'deis Og AbW& Profile Grode %s Crown OrOde flev. 77477 9t*/ /e 0/ 10 , A �, of � ' All cmt s goes r / 70b /et %n BriCk Bldg _ Snob 310pes Wnibb /e 115'0'310 441+15 _ _ 7T.a N - a ^ ^ ' l O b ^ , 10 1 41. , � lr„ v 72.s b ` N ,ao n n a O V (h e "0 I ry 0 lb 1b 3 csa n 0 . ?O b h ° K ° Qm Q tao 70 65 at eb h 65 i hJ 1` 60 .End afA'OjeC:t a o .450 +39.57 Sec. q- o �� SS Stta OvO' Sec • ►� �� I K M 7 So 17 25 79 PLS tit /80 t At 7 7 ro 46 9 450 O / 2 - C.95E 3 STATE- iaMWAI PLO ues u1 U -30-2 /�l[ ■ N [ NY[ tN Rtct1I1�1 [� Cs 3 4.44 Stet* anoatr. plane, 1932, btr � D.1 Par sad DnoLitY. (4ta 1 -3 L • 7 -33 of 37) Also Standard Soil sung abta 1 -5 of 5. Cana 3• 4.44 1936 auto noaatr plan btu D.1 Nar and ENinitaa. (Sits 1,2, 30- 32.37 -39 of 43) ' Ap.rtur. Card Ia .. nlll/¢•nnl 51! - A 2.7 ": AC STA7 fu0ttalttr /DfAt (7oulrr FGIRE s[c. wr I N I SO P A 137 143 OlalaKl rl'iW�f p,1f YI App. d .June...15,..193�........._ W _kji d a n � d PT = � q' y —� E Ti =two /K +BQ Cons firucfi 5' Sidewa /k p q' j � 1 � •'' Cony+ {rccf 6' S t.i3 fi c..re Cons7� 6 " Curb d3'Gu Me fazy . 7szn ' .M � ,' � � - -- � Consfrrnc•F 6'C7vbd9'Guffer 4 +70 7SM 3 , 1 ` 1/ 1Nod lx \ I XSf mm 16.1 ]ass 7a Yae ' `--- -`'-~� R � ` 'Surfo Tr6lvJmlLnf� S[s X.73 J u iize / 64( 11 h ' 1L ¢ , 7666 1 16.71 - , X.19 7641 1686 ' _ /X71 '7690 .7in 1 , �� 1 lilt , X-M �I_ —f___ _ _ �� 7103 7Q JJ , —/ 1 ±_ — — _ T7S6J _ 1 _ ,7460 '770/ � � - -� ___ �1 M36 ��r_� 1 —_ --------�ix89 A.C. Fb �a`Li3 �'73q K0 - "N7+enf , �- I, — 'L6S �� 'A' . , ' I I , ' '76.11 1 1117 1X31 X36 Xbl X67 76.77 1 It St T — 1 f2X'i"71 , 1'7197 'Xp I.QS 1.13 4/6 1 .13 ��00 ;-7.0 ,417 75 1 J Ur 1 g36i ♦7T Q/5 i , I 41-%5,0 plX� Tin �M ,.3o ; QO,I' ..773 �, �i 1 1 I 1 O +'JO 1 1 ' 1156 _ _ 1a.e7 rsss_ C I M' , 1 i u �� C 1. 73 -t5 1 , ', Ot ', d l3 1 I _ yfy _o _ _ - 1 '. 1 J_ ,� q , 1 � l i STREET INTERSECT /ON STATION 416 +7/.76 5 9 ✓c:n Join !¢'Morfor Finish I � Cons /ruff 5' or 115' PCf Sldewo /k 5 0.•• //'6 *C.0 Sidowo /k B' IbrvbAe S/olor , oa no /ad on /one + -[ ' p 6 Curb TYP ICAL SIDEWALK SECTION - -� — - 3' Gutter _L ' "�aag TYPICAL CORNER AUG 14 DETAIL A -- - U-M IQOBYA)I mm 11 -m"2 II t 40011111 ant AN attNlallM I coo, 3• 1.44 Ste" c0o4tr. PlooS, 1952. bt. Do! Nor and me434 tao. (at, 1 -3 • 7 -33 of 37) Also Standard Solt Sum? obto 1 -5 of 5. I Caw 3• 4.44 1936 out* coaotr pl000 btu 0a1 mar o06 Lbolaitas. (Soto l.z, I 30-32,37 -39 of 43) Apsrtwo Card r. r. n muia+ -wn1 I )[D RWD Rp Ap IpCaL �"LLT AL PW 2 Dm No cAL. 54 No 53 NO 43 —� 5 .1r I dlr. I COUNTY ,.RW}[ I 8CC JET 1pTAL X1 s. a e A 38 A Q y Z i .... . . ..............IT6�IFCtZ.. o g App "*d _June..15.,..1536 ........ O WI p .._ ......... "iilA�Yli;'IGWFii ie 3 ar 0' Q Conafruct 5'Sdewo /k I ' l ."I COYA!)r(. 8'S)dend Caistncf 6'Cu -b d 9'CwHer 7 " - - A i'J - -"`, _ : Co)nMucf 6'Curb 63'Gnffer �� T" ' I i ♦ i 16as - nit ni - i Sq 1 7xJ0' fx�gJ 72rOti 7?rt °p o FA'snrCGf - - r - 7 8 O k� i I Ilsi 7 R'4 l�l R; R' pia'.3 �iq 3 W I � I 40' AC. Ppvement A R"urlv�)n9 I N mod Mix Surfbce Titiofinent CairNro/ Cwb l f I STREET INTERSECTION f e W a t STATION 42I +52.57 Y �' W n i 4 I 'g7 Scale u I U �`} o l ei Ki A! n �^ W I W e u l9l V 4 ^ 4 �r " to, � "�1 � s ro•»+-- ro' -}--a' roil a Conotrucf 5'9Adewv /k I' ZI I` `)1 ConeJrucf "9aleNdk a Construed 5' 3io(sav /k I:: ppI `X '•' onsfrvcf Coshtrof Cansfruc1 6'CrbdXGuM-r Corufruc/ 6'Ccrb f'fe A)' - -r �, *� a �o ++ u r ! j; �� I � O f 6 Crb .l3'Guffrr � '•' P.' WAS S 10T 7NId9 11arJ , 741a ' 7br! Rr L1) 1 x7r ilete;uv_�xeb icy I IE.SJ - / '� a\'� >Q k' 9snl I I i b I� A' RI \ , -'fig T- T 17xps 7668 I MM 7/V Y69 'x16) Mbb lap ')t)2 Y'p ^ R ' 1 `)? p r-' -- r-- -�-- -• -._� 'f%" ,'4. >,bd°_ 7625 - -'- -- �-- - +- - -- _ F - �_ _l____ R•f0 "• 1____ _ _�' }:'I kv>to•, i T meMf �' I , I ° Q 'q a l �I I I I I i Ropd :Y SwrB'ce �, ��' 1 0; °, -- 1 — --.r 1_ — _ -- L_= •` i1-° 7P, I I ' — I � �l auo'y'r I rrrva nanf' )fes a� �i 'n k " 'o O 1 te - . - - T — —r — +— �_ T, L _ � T _ _ ��_ R ReSUrf \1 — i — T - t - -`� r- - -�� L1 ' I ' � i i � �' � �i X ♦h ^I ' - i i i � i i I � I i ', I i i � • � I � �i � e i A.C. f1vvC,merfto� __ i \ \ f, � '\ ^' ^'\ id I • '♦ ' °I I I♦ I\ I Y I I I ' I ' I bCrng \ ^i^ �Ih '1'�i Yi M� \i ';. N I I• ��' �I :I bl pl yli ' ,�� i ! ,,, Pi n � �i � � � .Nf o el � N ^ �y p�^ QI I!j •2 R •, •, �'4 � i: I I I �y ' f �. �.♦ �'..�I♦Z e y1�g y yyy]� yI yy ep I R v 9 '+$ . O,D� y yo S e yp ' 4� I 1 F R♦ R IC R K�• (.'` 't�'♦ ^I♦ h �l ♦ D I� yg K ,b UI� -•;'�'� 1,Y A R .I ^I4 AC Ri rrnt�nf opd /delal d.i I i � i d27i I i i i ' i i i 144/ i__ -_ __ - I___ L .� ry 4 I 9 "s -- -- ^I i. R ✓✓ �{ry{ ° � ' , O( ' N � �?OaW k. —�1— R L_ F' R 'I �l� }4' "li h' !1� Y\ 'll� r:' a ^ '�41 ' • j t —` \ "_ 1 ^ 1 ~11 L___ L__n.____ L I IPoce� x SurfbCt Ti>Lghnent Rood 444 Surfbee Treatrner)t ` ti IPeeurfoae fa exb'firA3 curb �- crfxy C..* i xe 4.)d w � _ fW1xx/ C bwx/6WAar Stn 41/+50 Begin !L//w'dfh Pbwm�nl H' STREET INTERSECTION "G" STREET INTERSECTION STATION 4R6*,". 39 STATION 431 +14,00 3co /e / -2o' p�� sm /e P -20' AVG r; S67 i ro I 1 rmT IF] I fill SUT[ r1. ''�'on r 1 rpi j I +I A 2. 2 C; 13C•A 19 r Si.r -• 5 MST. CAME/ • ROUTE am m w , , W n w an A 1 39 1113 i. IS � � � n Mr....a is 7 C 0 Tr• 0 . awevN w w•.r Y q' /o' p' /o" s a I ;T cmwfrTxcf7 /k - �' 1 .,�, I I , �' J q /LS slab ro/k i Construct 6'Cwb ds'GLftw•, .1' fi'� ^' ' - I C 6'Curba3 5 16. !� , K ' 1171 TI faTJ Sh G• tY, - --- --- --- ...� -. - RL . 4n � i zld�a 1 #M 1 11 _ � 46[14 ON� 1 1 - - J - --- I - -I f • 1 i I /.�'� P/(•' wig "IIY D IY' �I 610 01 Ti'IC Rif �I'� I?i i ♦ m TYP ICAL SIDEVVALlf SECT /ON THROUGH DRIVEWAY • Cr6wn 0 F y ' 7� - _ ^+_ a___�__ T L ___J___!L- ___ ^L__ • Sea /e !j �/' ^; •�� 11 y1 g I a^YOwn1�(ITi � ; i I 7 I I 1 1 W A l l al ` Ij I II I r I �Rewrlbce to erraf/i1y g�/er __ _ I 1 II y r 1 V RI — NI F W I 3 "F' STREET INTERSECTION °1 STAT ION 435 +96. 13 W n n tv iV a W R e • 9 .e Z5, .1_Y3. � I) R R �1 s'± to a• s " .4( Alp, p p w^ w w A n' Carsst/vc / F /L5 SId�\re/k I A.Cl PC me t \ � Co.aatruct //5'SoEw•o/k h ITr Conetrk/Ct / /.S S/derro /k �I ct /.5'Sdewo /k Ce/fahuct 6'CwbdJ'Gu/hr 'fat sfo n•x 7t' eDf Ca\strvct 6- Cwbd3'6uhkr _ • I Coostn+cf 6'Cwb d 9'G Constru utkr ' 7 - - 1 � i - - - 1 Cwutruct 6'Curb dJ'GuNer - 1uv ' ---- fz - -- x I -- - �1x0E�', xI an 71xr adi zva 6 • E 176 JY / In R \ >' f ?At ' 7z7 /ft7.t 'fU7 1 I I I� T _ ._.__{___�_____�?_�__ Leb7_ '6x0/ pOB Ix\/s �7Jri iu •f1W yftq i7tSE w R R w fi_ _ "'S "1 -_ _ _ _ 1L T _ _ _ �76M_ IT673 76 fd 1767E If6n Irt_f!) lily �S� '71cfa 1 6 r ' ' r ___ ,µrp 'Id _ __ .RIO%•�� IMrS_�TCU 71GO1 Mal 7178 if1M 31 6' w' 4 �� T _ _— I 1 T ^ wl w. . _J____ 1 n - 'I il,' 1 Z �I AI w' Y 6 OI 6. 6. $ 6n �• I %9>i A.C.1 f}xr men# p T -- 1 - -'- -- q I 1 ._ Y1 N I I I I I I I ' t 1 �♦ n'o w 1 ^71 ^1 KI 1, 4 I N' 61\1 n!1 I w I 111 KIN 7'> � '�1 ^ �` o ? � b1 Fi �j$ •� 1 y5 v' � " y tl y p{ q ,]y' •1,§ ^71 Q I •1 ��` 6104 ♦'� Xlb 1N 10 ^ y1 rvr m n r I A 6 D T 1 n w r n n :li♦ IA7 n i IR ' I ' Ri ".(' w l �� I 'd4 /' I 1 I I . r w r {:. ).` s . (: ♦ n • n'+ w'r ''�'♦ w1 I� 76'• IQ 1 w1' ni gg r �� .^II M ^a__ � ^ n, 1 � V �I �dd61___�____]i ; ^___.. J______ ' +' w w' �I I •I �I 1' a A yr� \I p • ' I ni � a+� aed fmproyemen 7- r ___ 6 ______ �I____J____!__ _ p R ___ r I =1 II gi �I ql j�I O N 1 - _ _PL .� $ .} Q I ' ♦'' G Ot PTOposYd lm pr Ivemg o�i I T w 1 w to P 10 '{' .i1 .5' •1, '� R RI "r 1 1 � I 3 i - hl ' '� " �I (�I KI �IU : ^. �I�' i 1 r I ++ 1" h tl IC m q � __ ^ J__ •n __ ^ L_ ^ ___ ^� _ ^ L__^ __1__ (. " - N ql _ 1 M I I _ 1 LJ_ ^ !___L___J.__ ^ _L___L _ R �Reaurfbce to e:iat/ng gutter h I PeaurAne Ab "er/sting gutter b I I -- _�- _ Ewtry I%*walk o xf Cwb —__ 1_ E "STREET INTERSECTION O' STREET INTERSECT /ON STATION 440+76 97 STATION 445*'.5848 /e / %20' AUG 14 � sca /'—Rol i uu0 -.un \u ri •••• SIM EmiadV . ((q So 6( - 4V;K - o( "qg) '004TOTom Im .1011 SEC .( 000 14q Sind z40 411" 9(61 MI'0 •S 7o (-T yyS Lrrrl'S TTO3 pr0Po04S MTT • 7 C - T 04qs) 'ayT0Too3 pua .T=71 Trd .( 0/0C .19 '2(6T .aorLd ',rywo0 04 " ILOE Std Ir4 IU MICRO tl'IIiIIIPLL� ❑Iln I III'u� ' III !1'1'1' I 'I!19'li'' 'll'111111114 '1 ; �'I' ii'I'l'1 4 1 � 11'i' ' Il i l l l 1 �1�� 1 11j1I Idi�4"'Pnl lh�gilllllyiiil �� I l l 1 d l 1 l l l ' I1rz111( �� lllll 11j l " II SS Iq , ; I llpppll I 1111111p11 p1, 1111111, 11111111y1 �� IIg1l, 111111 11111111'LL i1�11111111 I Ip lyll111 II'Ii11011 VIII VIII 11 h I I I FILMED AT u al5 •sl� �� 1 I q� 7 �� I �1 X11 5 1 , L 7 1111 LLI 1 1 11 1 1 t 1 7 I I 1 1 I � u I 1 1.1 11 1 I �L�7.11 - 1_1 � � t •' �I y �I �I L I I 1- LL- L1L�1 -1. 1LI11_I_LL, 1 1 .1 1 1 1 1 1 _11_LL.LLLLCI_L11111LJ_LL11LLLl I I r� I , , i.l I I r � � �I y � L11 AAJ -t1 ! f1 LLLLIJ.1 ! LI 1 11 L1- I I i 1 1 t111LtJ_L1L I I I I I I I I !� 11 1 1J_I_I_I_LKilul lL l r1' ull ut1�L11: t REDUCTION 11 u r I ll I L�uLl Ill- �_t_tlil_I_LI. L��Il I_LLul - - -_ — ` . - 1 3 s . dNI 1 I 9 INDEX OF SHEETS t1. - r; - rest C xollrE t STATE OF CALIFORNIA „ • I S.o. I 2 Sheet No. TitleShea t � B, • • 2 Typical Cross Sectionoflmprovement DEPARTMENT OF PUBLIC WORKS �> - i n STATE OF CALIFORNIA • 3- 25 Plan aProfilr I "A_ •� KEY MAP 26 Mi=.Slruclurer DIVISION O F HIGHWAYS 27.29 Sfanda4Si'ruclurel u.we •1-229 CroxxSeclion.r PLAN AND PROFILE OF • STATE HIGHWAY In S an Diego County, nty, between Encinitas and Oceanside = _ •..,.� s-�alEs ss 9even lin- t0 �'k '° \ ^� -fie � °•�- (being the detail Plans of a portion of the route for the State highway adopted by the Calftmla Highway Commission • "• "' Sept 14, 1926 awu• ar vu•vm I K F. A From Sia.501 +61.4 )o Sh.551 G C J T Nofa part of 4hls Project moo; I_./L/ JLILJL 1 V U •" -� . �'_- / -� __ - -- -- - - _ ._ - - - � � " ;J 7o LorprWelar" ENCI�'ITAS LEi" L- (11 s A i � ooaoa000 nr OCEANSID %i non i �� \ ar' •: J� r [ l�Lj1Ll -I SBt "1L.1 � Beginning of P roject \ �. -� \ � ,�� / ,/� •��^ i � a Stri-ticon 0+00 �� H:ltri oC Pro ect Station t� + A Viali A G U A 11 H E D 1 O N D� R A N gtiot� -- — - -- cEp DFUM� I Deee ber 22,1933 r.._ - -,N CONVENTIONAL SIGNS 5 County Line Bank or Retaining Wall Seale 'c'•�"""`^"1 ..•••� p z __ 6 p lo,000' District E4iwer City orTown Limits - -- --- Levee •-•� tw+ <1talJA� Townshipl-inel Towns Culverts C = =� Approved December 26,1933 Section Line raswnan•rrwon:v. Drop inlet ❑__= Grant Line P• C.N.PU RCELL _ Fence - •- • - ^ -•- Trolley Pole b - 6engNrof Exeepfion- �4, 939 Guard Rail Power Pole 0 S tMe Unfenced Property --- - - - --- Power Tower ® Al Right of Way Line Telegraph orTelephone Pole Base or Survey Line io - �T� a = LP)1 g th,otPro J ` 7 ert feetEtOz r 1 Tra,wielWay = ______ n !1P t a 1 �J vvv of icWorks Railway Tracks Marsh - - c.ws� ,3 ! G , p I mk( MCG fr) Ir�r�rlT( r (gr�ur�r�fTnir�rPt)Irr1T��r)Tr� _ < .�.srs mu M.I.M. .4. IN, �aMe SL B 2.2 2 CAL � " N IRA r -J C w Mu•. ' 0. /7'A oe A' spha/tConcret surface, y — — / - I ` Q6• Pro Grade 0.6'. 075'_ 0./3' — LQ25' 0. 5'u_ �• Ikj: — 0. ?S' -1 0.7S' 'Q6 - -- -- -- - - - — -- . — . _ 20:1 1SiE1eF, r Y'' Aspha /t Concrtte Base andLcvcAn�Coursc - 8 .__ -- 4• Sta. 14S +00 to Sta. 1S7 +63 Sta. 248 +50 to Sta. 255 +50 Sta. 400 +97 to Sta. 4 ?8 #31 Sfa. 473 fl to Sfa •. 7S B0 ' a Y AF ejr rfj i f L ' - + ?!�• 159 +23 1 64 *00 369 + 427 + 50 ^ ^ 375 *25 00 ^ ^ 428 +31 498 +Q7 ^ 501' + / ., 178 +50 ^ 197 +00 ^ 386.00 ^ ., 399 +47 449 + ?5 ., . 491+90 ^ 495f 50 „ 501.61 017' ASpha.M' o Pro'file Grade YPe A —_ _ - L'017' - _ -- _—} 0.15 _ -- -� OTS Q13 075'i0.6' - -.- 20 :1 �- - - — I , r^ -- 5= —L — -- - - - -- - .. I /0�/ Z 1 8' - /0' -- -- -r- 2 Asphalt Concrtte Base�and Leve /in� Course _- /0 - _ - 8' - -- - 4'- 4:1 - -2' - - ... - - 8' /0' £xistinpPavement / m Sta. /64 +00 to Sta. 178 +SO Sfa.375.2StSta.336 +00 Sta 4S1 +90 to Sta. 473 +80 I 248 +50 o < 197 +00 410 +80 427 *00 47S +80 ^ 477 +13 3 3 ^ 255.50 '• ^ 369 +50 428 +31 449 +85 478 +77 - 487 +43 i 493 +SO ^ 495.50 r£xistn�� = i - Asphalf toncretc,Surface, Dope A' Curb v 0.37' O.13= / Profile Grade 0 _ 0.13' Profile Grade -0.75' r06' 0l7' Asphalt Concrtte Surface, Type iT 06'I 0.75 0.25_ 0.5: V 0 .. -- - -- - - ... . . .. .. - -. - -� _ .. - .. -.. .. ,... 4./ W ZO Concrete Live C o urse B ? /6 2 _ I m -- -- ExistinQ'Pavement l0 - __ Asphalt Conc a Basr and lin Lo .... -- /0' - -- — /0' -» i c o2 8 I Sta. 53 +00 to Sfa. /4S +00 \ - 017' Aspha /t Concrete Surface, Type A' Profile Grade _ 75 • 0.25 .... - _ /. OS O.2S< 0.75' i ,06 0.6' ^ _1Aspha1tConcrcM Base and Let 111 Course _ 2 8 .— _ 4' _ 81 18' - + + Sta to 7 +40 S te. 0 00 io Sta. 9 50 , 19 +7S 53 +00 572 +S0 ^ S74 +75 SS / +00 S59 +00 I I _. „ mow „ 0l7'`AsphaltConcreteSurface Type A' -Exist Profile Grade 0.6'' _0. 7SitWS 0 5' \ - u 0 . 2 S ; j —. __ r 0.17' - - -- -- — - - Yar T' 8 _ ”' Aspha /f Concrete Bast and Ltve /in_p Course _ 4' 18 2 r e!kistinjAavc,Tcnt Sta. 9 +50 t'p Sta. 19 +7S S59+00 '� 565.10 S67 +40 i' '' 572 +50 Exi. tinyQ 01spaHConcrete Surface, Type's?' I £xis B 7' Asphalt. u Curb 6rGYitter 017' Profile•Graae 0.6' 0.13' 0.6 0.75 jLIlanab/ Curb 6Gutter Variable 0.75' 1 0.6' 0.13' P I P 1 Aspha/ Concrete Bat-! and LcvelinS Course I _ �- -- -- - 8.- 8' -- - - -- /0' - - -- /0' - - -- Existin_0 Pavement I •y Sta. 574 +7S to Sta. S9S *56 /xi -so z e) pltp.yL �3, I TYPICAL �ROSS.tS�CT6ONS -_`- �1. t( I I J)i!r ' : •': i ' � E. r �i r C'+mt1&`+ - • ��As� 3 . 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CIC stA, ita c r Oe. 73x00 h 77>~ 10 - /2.0- SAWaeurb COnstruct PCC Cbrb C •tr East 4 e Sta 73t00 M Sto. 77,4/0 -/a 43C k' Construct RCC Si/ewa /k Sto 73 t/O h sAm 73163 -328CK Sh 88tS0- Inlrh // Cu/tr Ahrker h � - - - -- - - -- - t r l 4 - k _ - -- — _ jjj Ch - - — - — - -- O - -- _ -___ _ ' TT J _ • — - ..- - - - - - - - . - -r l I w. cu 5 O O 0 16 /2 19 /7 21' S/ 72 - 49 - /8 0 — O O O 0 4 90 149 /08 t sNe 152 255 256 209 52 39 56 63 62 22 33 47 252 4.4/ 514 5/2 507 419 355 3/3 3// 23S 95 70 24 rl 2 1 4 5 d 7 sta a9 a _ STATE 81a W tvATIP Hwy 101 u-SD -2 Ill[ NYP• Na[ \NI ,4[,4,4,4 II11YM Cave 3• 4.44 1933 state Mnstr plans btu Eminitm and 0coemida. (9 ante) Cana 3' 4.44 1963 etato oonstr Plano btu 0.1 ml Muth of Durdor Ave in Solana Zenon and 0.2 ml Muth of Cheebr- field Dr. (Shte 1-8 and 15-18 of 26) • A rture d Car - .. N a i A ,�,Ir�q, (( gwpE.� m(TT �gtltp ,P)(A(r ErT �q,Argr Q ^�i�T� Ml M iT TI Plr 11 TTITIM r >)ggqqr �p[ggr mgq,pl grlrlr),r TrRlri TPlgrpf r�lr ` �r ( ��r igml rlm 7Tr(r(r� ) 1 1 1 1 1 1 1 1 % W i l l : ,... I 1 Z ; 71I ` l LE11LE l it 1 � o CJ E i 4T /0 � 7 ,9 I A,4"tT>•., f X149. I°fS T,Tr i�P "# P4 �F /7 - I i4 - +�{ A t�1TT,1+7„ YM EM.r• • I l �lraft, a 0,!0,!1!!0, lull llr l ulllrr llllletl 11 11 n !� nwu m B G. G wn s I STAN nnn nu _a, �1m d'01��"47 S W� NIRA 7 28 Comb -- CkRwr L(0.il Apps �^) DIA. SOTISM NWE tl Sta. 1050,96 -Lt. T.13 S., R.4 W. � S. B: B. & M. j /09./9- - SEG. 4 xi s 2 1 9 7 29 /10r79 V 82 ^Ld �.� t8O -TW &Y J C r� J l� Avbr Decemb r .26,�i933 n _ l o - -- SOUTH COAST K NO. S F \ °mot,' E.dr.• s.wK r rrt III" MaPno. 7a FLORA ST. �c FLORA I ST. A vacated) F (vacated) �'•° ��• _ �A� OF NO Tai L UQI►,DI NORTH 'LE DIA ' I MA� 45M : I I a� MAP N0.524 & T63 �^ �l1 1. SO b I 1i ai 1' i 9 q // I0, I 13 d 16 As 9 1 • W/ K �•! O K /L •r .•` S K , 9 /O // d /9 N /i p V� 9 p I/ /1 0 ',,,� -- of < zas'ar c' € W� 9 'y el/ C.e C. Bus e t L. el ✓. 0. O z 3 40 ♦ ! • / = o e 7d � n s c I • ! z 1' Y V z�i �C� 4 q '♦ k.IC ty ! I tC o ac ' I lV/ O/ F. P-� QI •g o I Ede .. �_ �� J / I �hiti q s i� i r e s ♦ s z / a y s� s 10 a I 3332 /I' ti q PI r '•Sci 1 I 1 - a-- •'w- •J------ .- ..L- .. --h --w a�� = a��4a� iKWyl� _ r>r – =i = = = = =– _ _ 2= _ = =is =_ r /f == — — -- — 4 !S 0,r .T' r. - — -- — '° h -0,s Ara • a.. •i . m 1 :. /d R/w "on. • 1 1 • / 1 Fs retie 1 — -+- — Rzec ee — -- — - 1 • 1 1� ` I 1 Er/elir; 2NP. f.C. PotvnMn!' ' pen A. T. QI J. f � 1 RA /L2LJ•10 i x I I I i � •� I I $ ie I I r �I rl Z . I I b a4 v1 l i'�__ i -- _ T T4 la VT � _ - -, — -- –z _ : -- - -- - - -- - - -- I Sit US -- - - -i wit Tj - - — — — � r Co Etc 127 9/ 15 5 27 35 /2 5 2 37 168 216 204 SO / 8 32 45 73 192 166 76 /l9 24 ' 24.3 r Enb. I1 9 44 56 25 3/ 94 169 176 S/ 9 /O A 32 63 58 44 35 t3 /8 /8 i5 /.5 22 /3 sta 9 /00 / 0, J 4 5 6 7 9 //C / 2 4 S 6 7 B 9 110 / 2 /23 - - - -- SPATE NSMBrATI P14N 11" 101 11-0-2 rltl Nlalll NASA ANN llitNlr,lea Coca Co 3 4.44 1933 state eonstr plum btw rb.li eites and 0seamide. (9 ehto) Case 3• 4.44 1963 state rosatr plans btw 0.1 al south of Border Ave in Solaro Basalt and 0.2 ai south of Chseter- field Dr. (Skits 1-8 aid 15-18 of 26) • Aperture Card N... se Anl•/an.... - _ - _ _ __._ -- _ �...- �•- __ -_..— ..n0,- ._. .. � .. �, 1 d . -- - -- i ' - viel;n .��'.±�a,'_.: ' �I� �f ITTTITr � i �I��Ttr l CRQ l M - 9RT(iT! 9 , • > Mu t - 1 i i M I ; i 1'I l�ii �II��I �I II I I IIII llTll # r� r �i 7 ,r1 I fIe t H IIa - � 1 B }1' 1 1 s' y t p A fq' lL1t I .. I N• \ heel I .I , - 5 6 2.2 t I 4L NINA 9 21 D Ta tGao 26 1933 Removed Oispese W&4-4RCC. fS.nr. '2 Sy R.4 We _ S.B.B.& M• O S6 -5 F couMn AMa Ac •'" loss aas $tar. 154 154 X d C. � ` �I � /59 /O io1V - /6 /t30 - - 4 4 0.7 L ot 8 29 ove Conthe of -s /sTo 37t63 r/ ^• 60fA OARail "� , - 0.7 VVV 164 r/0 -16SHO - /2.5 Rem fl Reset Ex:sA 6wWr FWb R! - • /57169 ^ IOf! [al O9 163186 -/76000 - 785 LA -She 1/7I1Oto 1S0080- /Opesta. it. - • /59►23 -60fA \� a Ar .. - - { 177rS6 -18$[00 - /37.7 RA - - /59023 - toff i - 178t50-/97tO0 -657.2 �� g / .rte{ Cersstr. Ri Ro / EMI Shell All Pie. '.. ,u k� Jte. /55'000 to 3ra / RA -966CK PACIFIC OCE.4A' Sep Me-cos . eek Or y e IS9rPS to /63 ►SO -R /. - SI9C.Y veal B•.ek up A Sa✓f+}r exls/ oriay. 10 y —�_ 161 f 35 to /63 135- Lt. -556CK 'a vu o rip -rep. Rem. ,7xisr+bp ^ ' — _ Rep- "St � � �s --- — -- — — � SEC. 3Z Wc. 33 LOT 20 - _ — — "` I CenaheJ CM+••d 1 � _ - � I � \c, y �� ?tu.JW U u .uW La•tts•1W L e d�e -, {m - •-•'� a!e. I LOT 6 � ab`w � o• o ?io = rmc N/ - .. �.. _ ..`�_ -� ~� _ NIT / - - -•' -- .51 •Y- _ �- - �}A 47. 4 z"'409; � • / 11/ 1. _ a 76.tY4f 7eelN 9AIAttl'�.'• -- _ - - - - - - - — - — - v605US ,Y - B -- - - - " NO - 4�• a9� _!. eel rei 6 ♦ 699e07_ _ _ �997Y1 v /7_,,, w - IZd 61 MC, �� -4 - "_ . _ - - u- /OSS,i N /]•3 /W- /OaAf!' . 176 IgY2f![ h J /'.• A7EM _ O / I SOO r p / `0 ;L•l7.91• -5 157tQ to 159 23 LOT 20 Lot 6_ /lb20 Albert EMadcaLf % 7 /, .' x$ 54 / p • As , Anna V Hecker \! 1' R.2 �6. IYLLraeH.Lamb �1 - I " 00 '/: 5 50,11 / Into /l New Calrer/ klorkerl L• l0 / ' i Consir. Lined Outlet Oitchr•.�1aU3065 & SAx /77000 JC7Sy.Y. '• Sta. 149 Y 75 ' / St /. /59030 6rdter - LA• 5'h /6SlSO%Sh /79150' /3S7Jq i - • /i31 h5 65 n /79t50°✓76S -- — — - - - I Ztefet i 1 I J — k I t MV F _ -c Q. (^ a� T f - - _ .." - ._- _— .--Z�_ 1 _.— _�.. TT - ___ -•_ -- _ �T L . -�_ -_ -- _ _� -- -r _" y - - \10 �_ -. -_ M• - -•— _•� _ T V _.. .. - -_ f � - • _. - _ _ _ _ _.. -- __ _ _ - _ - _ _ - - - _ _ _ 1 • T A t,t 0 0 0 O O 0 0 0 0 0 0 0 0 0 62 @ 498 5'2/ 49 459 531 613 272 /3T j US [lab 704 1253 /39d 1158 955 1098 • 1252 1423 /650 16/8 2749 3/49 3353 /260 26 /4/ 5 7/2 342 7 / l2 / l 7 /60 / 3 6 7. �'� - - - ` -1 - ^ iJl1Y. - _9aY.. rvaass:a �. �.: w. AS.... . -� •s.. -s - _:a -e.w. .. , - �a - -._. .��ti�: .-- •!•y..-- aya...sw . 1 -_ C ��nMe :.. � • .�SE ��. STATE IQ016'ASIPW Ss] 101 U1 SD-2 - Illl crea se -as Riotlltlal Cass ns 3• 6.64 1933 state eotr plans btr Encinitas and Oceanside. (9 shta) Cases 3• 4.44 1963 state eoastr Flaw btq 0.1 si south of Border Ara As Sols' nd Bsach a 0.2 ei south of Cheater - field Dr. (Shu 1-8 and 15-19 of 26) • Apesturs Card L.. n s•.IVO -anal -__ .._. _._.. -_. `. _ . - i t MiCROFILNEO AT 171 P I I I I I I I I 1 1 1 1 1 1 I I l l I I I I I I I I I I I I I I I I I III ml I ITTT InTiP P7g11 I I P I�1TT'1 I PTTI 11111 I I I I I l I Irl t i mT I l� I Intl It Ilggq111 Ilgtlgtll Ilgllg111 Illpltpll Iliplgllt tlgllfltll p111 Igtli r pIg rlrTr 11 tlrlrllpll I (t t I grgl t t 1 q1 III I I I r l 1 I I I I I II IIII Ip q I III I r r I r;;ur,llll 11 III t11 II IIII III 111 I I III IIr II I rl1 I I r t l r t r I r r i � Y I Y 11 . �r � l�$ �I qqlI F '41Y �!Y �I X19 J 41Y 41+1 � �I� 2 2 =' I REDUCTION S _ $i I�IYr �I I� �I Y Y � ` �Ii '1 d 6jU ]I d� aj� 9 111.(".`1 L LLi LI-A I I I I l n l l l l► 1: 1 PI 1 1 1 1 ► 1 1 1 ! I I I ► I t I 1 I I r I r I r I_I I r I I► r r I f I r I t I r r fl r I r I► I r I 1 I (�_.Ll�( 1 rl 1 1.7._`► 111 L1y_lJ Lil IIIII I r k rl r I I I-LL 1111- .1_.il -I -1-I -ILL - Ll- Lilr1 P I; t I 1 11 L�l[ 1 1 1 I�f�JI I r III , 1 " LL1.LL�yJ -] STATE " 1° ' 1OT "` It. MV. q10: Ne._ 14. Ne. .I.�.f] O1 2 CAL. NIRA 25 29 XI S.R 2 B .26 29 A. �� ,,,,,,•, Decembltr 26� 1933 IDA ftj of II ' Tf I • B » PLAN I b I 3 3 I I I N J (� �___ ___ I - -f;; CULVERT MARKER u a LL ' e •, y4 �' 3 1 r, :W O " P AN ° ° � --eabs Caxri'� /.ems .■v , i � � y � ax�k✓aY' � w, •'� , Abp� y UtiiY fcrm yo'aanrMierei�s/ g F /awL -- I i ° a 6X �» JW /. r` i N � :•• �_ ` I IL '«•T4 GLyIR/91 /.� ``` � Y: ': 1. �:.: � .. � � ?�� '.!:. � '� 3 �./YiCT /Xf�9/L9IL✓0/.Y�S/fYAG :e'�e.. .:,.:• �.�..:;.,: ... ♦ '�.!i' •: s :.'. � B/lu/A//KY/9 >/YOlY.a/wilh ,:.., : :;;�.':.'..' � .. #� i... ' G�ada "Asp,�Lt Dow•FD' ___ /. //YW Z" XL B��/Wf � ��: i:.:. :.:: i . • ..J T. • ![r. i � ' �' "'. Z ! 0 0 —�{ D F II --•'1I I .SECTION &//&w Auainrivk� with S ECTI - -- -- O oa y c� �A AsntCaern Zk/ COVER DETAIL tl A0n1L CURB INLET y - .�w ,t_g.�.. �� AND SPILLWAY ASSEMBLY CATCH BASIN r^ — .z o•— AND a 61- - -5 =6" —s =o• / INLET APRON TYPICAL CURB AND SIDEWALK SECTION 1 STATE OF CALIFORNIA Vrwm/ ale DEPARTMENT OF PUBLIC WORKS a%runu�ara Ava&s w/rh DIVISION OF HIGHWAYS 6.� n,�r•,a MISCELLANEOUS PAVED GUTTER STRUCTURES 9 Epf /b NwY /o! cAslif 3 STATE N113RIAY PLAN 11—SD -2 Hp 101 FILE NeNNE]I NAVE END etee Rlerl Case ;• 4,42 1933 t 100 on plane hE' C 5 d, rl St, l N'ly to 1000• north of Gra rendajev t Leutadie. (10 ah I • Aperture Card MICROFILMED AT ,IU ll IT IP (�rn11 911�IgAP gAlApp 11� �opppll Ilgilg111 �Ir111g111 �1111111�ll IIg1Ig11� ilgmpll IIg11g11n plipjq:jl [ Ilglll '1 1TP 'plrppp � I grpjr rigi;i�llr ggljiiqii I il�! ��qi�q111ji��I�ijqiIqijiI il1411111`111 1I ial�I' 1f111 ' 1 'I r l{� 7�'TTTThT �rlrtii TI iTT1�nTTTT��TTITTTTT L��TTT �� vd� T 'TTTTTTI F TJI1 fl �� 1 1 r 11 11 � 1 �� ], 111 r 1 111 L 1 11 1 6 1 -41 �Y �� I il l 1 2 I REDUCTION 'L� � �1ti 1 1 1 1 1 1 1 r' ` LLI 1 1 1 1 1 1 1 11 tlt 1 1 1 u I 1 1 1 FI u 1 I I 1 1 11 1 1 1 1 1 f I Ili i 1 1 r r 1 M r 1 1 1 1 1 r: 1 1 1 r r r I 1 r r iJylt_ljl 1 1 1 r r r 1 r 1 t rl r r 1 1 I r r 1 1 - 1 X1.1 -1. I1�L�.t It1.r..t. Lt 11 (11111 1 111 � 1111 1 1111_1 r 1 r�1 111 r 1 111 I I I I Il r 111 1 111 rl x1111111 t11 11 r1 rm.Nw.o LL •Tare 4r eleeu •wear • ro>.f m.r. M. eq6 Nq Np .xem 2 JCALj 1 29 —L — p 1 /o• F'bafs n aa. ...` x( 11 f�l sine mean sour. .m. .weer ... ref "" 4 ' f - s L-6 /o/�. .-0 a.. I,a, L 5 — � /e ,l 5 Xf S __2 _ 27 29 aa osa age to .g da rt _ r k 1 a sw nse az• ,,, Deeember26, 1933 a , y�''/1 [F s• >s_ o� sOS pa • 1 Q if ' yL� .o- �-_! as la a 1 sa u i .: . : � N °° -0 1a! az.a �• d 1 - ... - . - 'Z '/rar5. as , -s" aa a e7.1_.. l ty0 a PART SECT /ON f x — e Z" 0 �� ao[.: wane "0" is greater tam sa•. � �" � o � ) 16 [_ l f un aM lk n and Rein7naed nnte • - ice �. PLAN Front F/evotion Section w ;a g a. m yo E 0 - - - -- STRAIGHT HEADWALLS y Is 1Yw/fmr Sect/on B -B / k f7 s %pe DETAILS OF COVER Z"bws 2 'k — I 1— a� A T — I /� F -' - - -- Tt 2' Ac be ce sf `— , s•/'r 9r 1 't 3 M •�/t -- N b :• Fimne to t% RUBBLE MASONRY DRY RUBBL 4. yF ,,,,�,,, o L - E ^� _ Aa'gY/4'chA.be tiro PLAN / sw• - - -- �- - -� -- -I�l 1 1 -- e r• 6 co'..tede frame. /S S+ ' 1 , .. . PLAN SECT /ON a / "' T I I �A ` s °" ' ' I RETAINING WALLS u• r c• I— z =o =I z' o = I c' DETAILS OF CAST STEEL FRAME 35 /a ar P /on Section A -A E/evotion DROP INLET WITH CAST STEEL COINER 4a• /4L0 "L" HEADWALLS G , a , y . � HEADWALLS FOR PIPE CULVERTS R d I'a 2=0" [ . Letter in one lace only. Rsceas to be '/a inch. 5 to8Cuff..ind ?' CONCRETE MONUMENT ;1fok:6 -1h rs b BORDER STONES ,• -$ a(4' j ya�ab/e aw l w'M ga�rr '� 1 6Rti'R /4'-O 't 3 " � y j'b#rs 1 L I t . .. - a'nriny �+' _ = x -',- - dmttfwn orMa4eff. i _' o b s �'�� f 6.n•�ds vsi '`;. o .S 1 Road Sur {i I I t i � 11 1 1 6'•B " „ l'e� -- 6' " -- 1 — ti'-8• I�ti } _ a• .♦\`•`� / L - f S }I _ a� LR MI • • d�• I 1 1 1 1 1 I , 1 'i•a F - [_..{: —6 w� �' `.•” :+'' y _ . .. 1' ".'r /- bw'/ - - /•a- 1 1 . . ; I 1 0 III ( �.. s #' ° E / eva tion 1 1 r � 8V � Wit /rtl ' h 1•y 1 I e 1 & = s• Csmcreh409Ca1i6 I•` i i tNa1t/ea Id 1 : tote 1 fliom l ; #u C&rmye probe /7 lhm!&e .�� Section B -B Section A -A as /t. + �v8 Jafpar. �__��_ nthcanfersunk /zv/riarom /nMxrn 3 -r ,� }bet'c^ i _1 1 1 ,,,d Section Rai/ Joint Section i �`- w /apped,:.>d# Showing Timber Showing Concrete z} { n d »rsp With Frost Post nr /a,.w.. SOLID RAIL 4 � p ' � i_ � � 1 r - d e 'bza •d'cenha p I ' e_ , }•d,ea•9• pp3— -- -� -'-J ,' tZfi" i/S 3.1x6iFb'- a•O.PS.GS.: . b'x 8 #S' L !_ __ •h 'xN'Cbrigp bolts wim- f #/!'CanragC bb,7s with "4 i1 s INdnaadd'Ceder 7 J.bfe l l w e shsrx CMm'& * tut was hen.rounMras, A'y +� Conn vte Cover fwuaeptn. /badsw/sce f�ueeptn DROP INLET WITH CONCRETE COVER Elevation Cut washer i%# m skier . Section CONCRETE AND STEEL /N BOX A "' _tint, l Si3e buiae OtdaAab Cdnalt/e& S/be/ 'Berl 3 '' - mint' >E. PVarrhS S -4S.!' Plan qF' Dima/[sion Dimans/an Bmr oo��dd�tj�.. wrlh- No daductmontt 16/' Pipe of Box of Baer agfinkf r. O his aGg� NIs aw LAMINATED RAIL B/n en same or cobbles a /n 34' 23.3 tar�mg from f ab'o. to 6 via. wifh snr/l s/ara of top. Note: Rein forcing steel to be round deformed bate, 203,0' 3 =0x4L0• 093 a rte' TIMBER GUARD RAIL intermediate grade tightly wired together at G /3 3''J' 33 2 2 1 all intersections with number 14 wire. A /0 4/i 30.0 p 84' 7 63 =0' 9 -dx4-0' 02 8 9' X 3 '9 F. -5'•0" ►I. — — /? 0 " - -- — .{. - -5'0' .� �./g• STATE OF CALIFORNIA e 40 8 0. G / BevaEd krnh At o DEPARTMENT OF PUBLIC WORKS 30' 2- 6' x3'6' 3 WX 4�' 1.33 a 22 4' -s' .kit *r DIVISION OF HIGHWAYS C /7 = 43.1 ` brew/ A n -n 4! Repining ►wl/ STANDARD STRUCTURES 3B' 2 3=0'x5'0# 1.66 B 26 r -9'' 4AS E /evation orfooting. Section A -A Section c 1 4- 6l. PARAPET UNDER DRAIN PIPE HEADWALLS -ETC. AIPJY /of k of /O .- ._ cgsE 3 STATE HSGN /AT PLAN 11 -SD-2 tlp 101 FIL[ Naa� �[A 7 an[ AO [[fC[IIT I[N Cnee 3' 4.42 1933 constr plane fr C St, Encinitac, N'ly to 1000' rwrth of Grandview St, 1.eucadie. 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I k�'1ti51 Elul ' p � tc'9�k:•`lk�'9 t'.tY t°1k3ity 00m0 © © ® ©O ' '�L 1� -!^� � 1 L'• I • I - cl1 � •w!• ILL ")f!'.'�'JQ - -- - ,-- � �� ©r�no�� ©rim ®�� -� •, :','. i��o ��r[3i�■��ra•�mi�� I I �+ e � ■ ■�� ■ 1 • p �k :9kiy�tiYrri'.Yt,'/t ;Y�t3it1Yt4 �,�yEy En Nunn" SUE IA C[� rriF��FYfF�I G.7iFfc7l[�I �■ Mi �� [�� • 0 [ iL:3i t.�t Sit Yk:Y tiyt251td �7 All, MONO - FIR C�fiF'�'�I F"�ii[�•�F4r3[�f� It��[:1JF�l �• ia•� r ��•�� • • • [�[ [![1[11 • SENEEN 7 177 M. �KAFAI ■Fllf'•fF_1Q➢�E JC , lIIYI a I , J ill I 1 11 111 T 11 ..1, , , I i , ^I , II 11[ I1 i., III I 1 111 III I IIIII ;111 I III Ili I I III III I I III III I 1 1111x1 I I� Illlllgl MICROFILMED AT )1111111 f� ),II 11111111111 ,�Illnll 11111111111 1111111111i� 11111111111111 IIII11111111 IIIIIIIIIIII 111111 IIIIIIII II IIIIIIIII 1 ' W ill I llylplll IITI 1 1 1 1 1 ) I ln i l � Plt(T;R , 111),1 rl lllr IPh?m ?r 11111 '1fl I' fmIl TI[�l (11 11 1 1 %6 1 1 111 t I ? ' ? I t 1 ' 1' Pnr 1 1 gl►' I I I % j I I I Icy I I I Icy I I I tl I I I y 8 I %jl �I! . dIa dL dI�' 'dIl dl� I dl9 . X18 Ali r � dl9 �16� Ll 1 I 1 _ 1 f I 1 1J_11.I iJA J1 ' ' 1 ' *I t*1 �1 1111_1_1 -1 1 1 1 1_I_li p 2 Z I REDUCTION - 'L 111_[�Il �)� u.l*L[.,_u. Las -LII I_I I 1 11- 1'1111 I�I_Lu,� it ' ' ' ' �1 III 1 ' S1 i. 111 L111L 1_L ?1L , 111111111 1 111111 1111111_1 I I I I 1 111 n I I I I I L11� It -LLLLt 1 1LL.l 11l t_ 1 LL ' L_L Lilt T L , 1111111 .IJ_I -j� LI iJ_Li.i I o-LLI 1 1 11 I 1 111 111 � 1, 111 [ 1 I1'l I LI jy,L r1 .I-Lyy I� R nau NNNNr ronL 2 CAL lg!'A I NIPAJ 29 1 29 bent 20" . fill A Nm. eeuNn Neon IIe. eNm io - � 9 �-- a v 1 i /�' as shown IL11 - SI a of �—J4' Minimum I 1 1 X 2 29_ 2 I y Nfh� -T L F' /a December N 1 I Extend /ongifvd /no/ j :...Ne,• 26 I 1 Y J ' into 11 �i f1 1 I li li w/n Z li j Sectlon Elevation n i POCKETS FOR TIMBER GUARD RAIL POSTS ! �' -- ° - = - - -- A Height Bar's M" Bars" " Ject /on A A Elevation y h tt 'e. Ab. /2e 2' -O 1 72 2' - 3'- 0" 11 At /2" 2 3 /8" Extend culvert bars Extend /on ';dine/ wi/gg 4'-0" '2' 8' 2 /B' into wing 2' -0": deers /nib cru /very 2V0. '- 0" /B' /0' -- - - - - -- 6'- 0" a " 3 s/ si p plan T - 0 S ' 8" 3 /4y Open Bottom Box Culvert 8 - 0 /0 - 0' B/e' 6' 1 3 1 a' I P /an Sol: Ion BOX CULVERT HEADWALL TABLE OF REINFORCING STEEL Standard Design Where H fe 6 f or Lees -- I STEPPED W/NGWALL I ' I f S Airs YAr need A LE M . L M ' - - -- -- - - - - -- mtl rti>s ate ' -J Mask 1WI39AX Azltk ero My ? A// longitudini/ bers are 1"e-QO" Mrb �' . a� P /on Bari; �. /n mar extendin f7ace y as. Bars '<' Bars "bulM face B ."... , , , % W.? // O /Yert'J, p - � �1 Bars'f' Barb 'f' Various /C =/ I g -• d Bori 'M' 'TT— I I I I se",a,ee IN ILL V e oars 'a ' s S, y 1 1 ' I� " e • • J w A �— ...._•, .. ..: ... .., .�.- ., :. .. :: ....: geue _ e •' . �: . T Z'7 Roo. - ' a - o'far /n/er _bas A'1" Year Conrr'ructed ^. For dimensions -O'1br outlet ' 8 Da* each end Reevs'r J/a"' [ N Lgj� 16 N S C, B .ne l6ry Er/xn mess A/yernote bars moqq •a i ` b Box f Bon. N /Z cYYs. b cut off of f27, N Atef 2- f Bars where h exceeds 4' t: .-0 ' ': �. n' -0'Va n accessary � /r! 14 H- I 1 y " ��• i i / •� End E/ew r Stirrups, re'cY'r: ,,� h b "d!'* i i X 11 1 /B"ctrx oiwlr tian Secfim AA Lonyitudina/ Section •.•. STEPPED WINGWALL I'I ' For use when fitare extension of culvert may be necessary �;': �� ' 1 ; S - -' 1 Au concrete to be Clan A (6 sacks cement per cu. yd. of concrete).� X11 Allupondedgestobschamferedl ". ,Section Elevation —y--- Eefnforcinasteal to bs round deformed bars, intermediate grade, tightly wired together r a 2 -aril' burr at all fnGaeectlons with No. 14 win. `- ble/7 b d16v'J bM "d' ' 1 spucae W be atleast 40 diem e.n. A R a 2� 0" for /nine end Se ction A A Au dhnendons to steel gtv ®to centerline of bar. /'l C ,� T x Y X Y .ng 3! O" for Outlet end Yo when nee elr0 a taximnm.i.eor.�pawpass1%," "scree° 4 /- -// / -/ 6- /?' 2 Elevation ry r3' Depth of walls to be determined by the lingineer in the field. 5' l y -b 6' a -/l - /? • // It k u preferable to s bon cslvert headwal:s where wing height is 6" or lees. COncreir Bottom Box Culvert Calculate length so that toe of Ali will not come closer than 6" from edge of box. 6 • 7 / - /= /2 3 On ooat woim Of ma make oof such�Ia�th cha itl Up ind top f wlwJ1 / STATE OF CALIFORNIA come no .fromedgeofboxprduce -1 p DEPARTMENT OF PUBLIC WORKS .; ..arc ateppad whtgwaw [h.+ald be used where it in desired to provide for fnptre extension of ; a - M. DIVISION OF HIGHWAYS For dimensions, Was of steel and spacing of steel see table. Steel may be stepped off in . . ¢ spaces of approximately 2 ft as shown. 1l l -11 / - - -/ - Covent. tob to ad 21 da before b�»i<w•«& / 74 - /- / - a s- - STANDARD STRUCTURES 1y, sknatmr ravlds not than aovrixg �aucbara,L to be increased / - / - -7 pas'°p rr' ,n- REINFORCED CONCRE E WINGWALLS Ara -la=, Abxunwn Tx Prow. . 3lF rom. i /lwy /o/ /o or jo I ,.., ,,.,, ,_ M ,... e....•,..,.,.,.. -,. we,.K. user 3 STATE NIOK'AY 1'114 11 -SD-2 Hwy 101 [iL[ NDYlE1 MANE AND DEEtNIt[IDN Case 3- 4,42 1933 c•mstr plane fr C St, Encinita, N'ly to 1000' north of Orad'ir. Z9 Leucedis. (10 shts) - uu q • Aperture Card r... n mun+_onn II .l 11,1,1' 11 II I 1 1 1 11 1 1 . 1 11� 1 1 11' I 1 1 1Ya • 1. -J r. . J ® � mi SiiCi'i>Si0 r 't IR,{L'1 iiii�9 1��1,.i^ mavc ioimiiv ® X . Ti�Zi m � iiiiii all ®lei aama= ii0i iiii l ��■�LT r•y yyil /TI^Qii am� <'TTTGTT_LJ /cCb.I.CTIOTT�3� 2 TORT..- �i��gii ��•111 ��`PPP m . rl - I •'1 I - '!'• Tr 1 T �,��.iiai✓ ®aQ•iiCi !�_i$14. • /lrt�� - l 1f l - rIr •.1. 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