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204 i DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS STATE OF CALIFORNIA I I SD 5 R67.9/R69.5 1 193 INDEX OF SHEETS I TITLE SHEET DEPARTMENTOF TRANSPORTATION - U ,,,�, 2 -7 TYP CROSS SECTION A S - BUILT 8 -9 STANDARD PLANS LIST 10 KEY MAP AND LINE INDEX !� ! f � Contract No. 11 -15 LAYOUT PLANS CITY OF ENCINITAS 11- 166644 , ct Correions by _� __ I nww L.T. HUGHES MAX - 16 -22 PROFILES � \ �, ENGINEERING SERVICES DEPARTMENT UMA Date , ,�,t, o.l.� mnn \/, 23 -32 CONSTRUCTION DETAILS 8 - 10 -99 �,,�MJiI'�'` 33 -37 GRADING PLANS PROJECT PLANS FOR �l;w, 38 -42 DRAINAGE PLANS _ _ /a trxxr, 43 -58 DRAINAGE PROFILES, DETAILS CONSTRUCTION ON INTERSTATE HIGHWAY AND QUANTITIES {�,� I� �� � � w�'�ca'' nrl t�,t 59 -64 UTILITY PLANS I N =�" _vA /' -�• 103-107 CONSTRUCTION AREA SIGN PLANS w `.'�, ?'* •� �,'' `_, 108 -118 PAVEMENT DELINEATION PLANS SAN DIEGO COUNTY IN ENCINITAS 1 19- 120 SUMMARY OF QUANTITIES'*�• 121 -135 SIGN PLANS, DETAILS AND FROM 0.8 KILOMETER SOUTH TO 0.5 KILOMETER nfl;w QUANTITIES - -- ------ i - - -- - -_ 136 -138 RETAINING WALL PLANS NORTH OF LEUCADIA BOULEVARD -M k, IM. ! x 139 -152 PLANTING AND I R R I G A T I O N PLANS -�:� ______'" "°"_'�"' 153 -169 ELECTRICAL PLANS TO BE SUPPLEMENTED BY STANDARD PLANS DATED JULY, 1997 170 -193 BRIDGE PLANS LOCATION MAP _ ♦, The Stole of C011forn10 or tt offloer or ogents stall not be responsible ° END CONSTRUCTION for the orx.wocy or compl eteness of efedronlc cures of Ws pylon sheer. BEGIN CONSTRUCTION Sta 713 +40 KIP R67.9 Sta 725 +20 KIP R69.5 0o PM R42.2 PM R43.2 i v PACIFIC OCEAN . -- -- - -- - -- _ .. — ::: ::: - -- -•• '. _ - etrfc x------ - - - - -- (0 o _ • - - -- � "--_. - NEPTUNE ... _. - CARLSBAD B I vd Ave I ST St -�` -•� AT & SF RR — NEPTUNE •�. VULCAN Ave . •3 .N FIRE HERMES Ave o A r STATION \ c� &SF RR m � ° ° A - HYGE I A Ave S �. L_ — VU �y NER O A/V \ E :3 L Cq N ��s END WORK Rd z -•�. 0 0 o o ENCINITAS N I TAS BLVD OC HYMETUS Ave HYMETUS A .a � � � � e Sta 735 20 O CEAN v Q � VIEW m EOLUS AV < o, v C o . 3 L .� q v ORpH S v e X :5z Bt kcil , ROUTE 5 e Ev a '~ .L o SOS' AN 705 710 715 c c o ° PIRAEUS St Pt A o o I (° C ENCINITAS �- ARK Av `) c 0 -E w q ,� o URAN i A O r� ` LA COSTA Ave OC r G �� R/ EGA V -� A v r 0 s as e e Rd 2 Y 0 Ave SURGANDY J \ Project Engineer 4 / 6 /98 to W C. A, JOHNSON 0 BEGIN WORK o Rd Rd 56639 0 +' +, Q $ O' Dokken Engineerin no v v S t O 703+40 Z AX ONY Registered cis Engineer +� E ,�. 6/30/0 v�c� ° ° o Q j Rd GASCONY Rd a pt CIVIL a 0 UA I G a ,, 4/9/98 e OF c�-� p 4 - 0 ARDFNS Gay Approvd Dote Dr 0. , � LEUCADIA BLVD OC C i t y of Encinitas W Z a ° Br No. 57 -0554 ENVIRONMENTALLY S E N S I T I V E AREA 505 South Vu Avenue 0 V) Encinitas, California 92024 x o SCALE IN METERS DOKKEN ENGINEERING The Contractor shalt possess the Class for Classes) of license 3914 Murphy Canyon Rd A - 153 4 as specified in the "Notice to Contractors ". 0 500 1000 San Diego, C a l i f o r n i a 92 123 ° L) U RUCTM. CmS95C E* \L I o B I vd \500 \51 1 \As -Bu 1 I is \B 16664A01. DGN CJ 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 FORM DC- OE - -PF OgEV. 10/89) ORIGINAL SCALE IS IN MR- LETERS < I � I � 1 >I I � I CU I 1 275 EA 166641 IM -002.4 - S Z ... As- i is b i.dgn 1 :24:1 } DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET II SD 5 R67.9/R69.5 2 193 STRUCTURAL SECTIONS EXISTING STRUCTURAL SECTIONS etrfc 7/ 1 0/9 8 135rr I d2mm RAC REGISTERED C L ENGINEER DATE � 120mm AC -TYPE A 90mm AC m AC -TYPE A 4 120mm AC -TYPE A 70 1 4 x ❑ _ A 4 5 Omm C L 2 - A B 1 5 Omm A B 204mm AC C. A. JOHNSON z 525mm CL2 B 305mn AB 4/6/98 W PLANS APPROVAL DATE m 56639 E>� 6/30/01 30mm RAC city of Encinitas � 9�„ A AS-BUILT 505 South Vulcan Avenue �lF CIVIL ` F 2 150mm AC -TYPE A 5 165mm AC -TYPE A 2 5 122mm AC Encinitas, Ca 92024 -3633 C�� 600rnm CL2 -AB 200mm AB 594mrn AB Contract No. 1- 166644 Dokken Engineering Corrections by 3914 Murphy Canyon Road, Suite A -153 30mm RAC L. T. HUGHES San Diego, Ca 92123 (619) 514 -5377 90mm AC -TYPE A I Odom AC g D p 99 "Thee State of Callfornlo or Its offlcers or agents F3] 3 7 5mm CL 2- A B 1 6 1 60mm AC-TYPE A 3 200mm AB 6 60M A C s hall not be r esponsible for the accuracy or 3 7 Oran AB completeness of e1wtron1c copies of tNs plan sfieet.a 0 w } o w 2 5. 8 W w � H o 1. ' L B' 1.0 x w HP LINE HP R/W Q R/W SW FL ( FL SW 0 5 -6 1. 5 Var Var 1.5 2 -7 LEGEND AC (TYPE A) ASPHALT CONCRETE (TYPE A) W M M *PCC Q o o CL2 -AB CLASS 2- AGGREGATE BASE *PCC CURB w w CURB i PG �� Y 132 OR '! 2% 2 % 2/. 5/. U w FLATTER 2 - ---- - - - - -- - - -- - - - - - - -- �-- w m - -- - - - - -- - - - -- - ----- ------------ -------- --------- - - - - -- V� U 100 mm PCC 100 mm PCC '? SIDEWALK SIDEWALK < -- 1 � - ---------------------- OG OG - ------ - - - - -- ' LB' *TYPE G Mod Sto 98 +43. 2 72 TO 98 +58. 547 (150 mm * *TYPE G Mod Sto 98 +43. 272 TO 98 +54. 020 ( 150 mm i LINE CL2 -AB REQUIRED UNDER CURB) CL2 -AB REQUIRED UNDER CURB) R/W EP EP R/W A2-150 Sta 98+67.568 TO 99+27.402 A2 -150 Sta 98 +69. 440 TO 99 +32.076 x - -- N 14 -15 6. 8 & Var 1 6. 7 & Var 7 -9 A2 -200 Sta 99 +40. 591 TO 99 +53. 777 A2 -200 Sta 99+45.698 TO 99+60.288 W A2 -200 Sta 100 +38.690 TO 100 +75.958 A2 -200 Sta 100 +45.201 TO 100 +81.352 > T A2 -150 Sta 100 +97.262 TO 101 +08.284 o LEUCADIA BLVD i . 1.0 Sta "LB" 100+38.690 TO 101+08,284 Vo U) HP ' HP Sta 'LB,* 98+43.272 TO 99+53,777 o SAWCUT PG 2% Ok __ __ _ --; - -- � ------ - - - - -- ------ - - - - -- ------ - - - - -- 1.22 ' LBO LINE RW i 6 COLD PLANE . R/W HP SW FL FL LOL ------------- '' " "-� OG (DEPTH =60 mm) _ _ 14 -16 i . 5 6. 8 14 & Var 6. 7. i i . 8 &Var CCO 0 0. 9 -Var Var' 0.9 -3.8 1.98 AC DIKE (TYPE A) 0.5 &Var I- AC D I K E (TYPE A) ** *TYPE R/W cc G Mod TYPE CL 1.8 FENCE C30 LEUCADIA BLVD *TYPE SAWCUT SAWCUT CURB 1. 55 Conc BARRIER Mod CURB x s St 'LB' 96 +70 TO 97 + 19 % 2'l % PG ?%i TYPE 27A ac - - -- ---- - - - - -- - -- ------ - - - - -- -------- - - - - -- - - - - -- --- - - - - -- - - --------- - - - - -- - OG o 2 O� 100mn PCC '� LB LINE �• t ���� SW au 1 * *TYPE BI COLD PLANE TYPE CURB 6 (DEPTH =60 rnm) RETAINING WALL W _ 1COLD 6 PLANE o NOTES= (DEPTH 60 mm) 1. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. *TYPE G Mod &PCC SW Sta 98 +13.308 TO 98 +20.142 * *150 mm CL2 - AB REQUIRED UNDER MEDIAN ' MINOR Conc (STAMPED TEXTURE) AND 2. DIMENSIONS OF STRUCTURAL SECTION ARE SUBJECT TO TYPE G Mod Sta 98 +26.503 TO 98 +58.548 MEDIAN CURB (150 mm CL2 -AB REQUIRED UNDER CURB) TOLERANCES S P E C I F I E D IN THE STANDARD SPECIFICATIONS LEUCADIA BLVD ** *TYPE G Mod Sta 97 +72. 943 TO 98 +54.020 3. FENCE AND MBGR ARE SHOWN ON LAYOUT SHEETS. (150 mm CL2 -AB REQUIRED UNDER CURB) ' s Sta LB 97 +20.813 TO 98 +43.272 "LB" LINE Ld 0 x au TYPICAL CROSS SECTIONS 4C NO SCALE ALL DIMENSIONS ARE IN x _ 1 METERS UNLESS OTHERWISE SHOWN Es \LEUCADIA BLVD \500 \51 1 "s\BC66648B 1660400M. DBN07N2TZ903/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME -> $USER FORM OC OE - 92 - rF (REV. 3/88) ORIGINAL SCALE IS IN MILLIMETERS i I i 1 r I r I 1 QGN FILE -> $REQUEST CU 1 1275 EA 166641 as- builts b1 4b01.dgn Dec. 03, 1999 13:51:47 M C T s + t S 1 { DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET II SD 5 R67.9/R69.5 3 193 C trio V 7/10/9 ESSI REGISTERED C L ENGINEER DATE x 4/6/98 j C. A. V N PLANS APPROVAL DATE 1= �. 56639 City of Encinitas 41 Exp 6/30/01 505 South Vulcan Avenue F CIVIL Enc i n 1 tas, Ca 92024 -3633 OF CM-� AS - BUIL T Dokken Engineering Contract No. 3914 Murphy Canyon Road, Suite A -153 Fw y 11 San Diego, Ca 92123 (619) 514 -83TT " 1 - 5' Corrections by 'The State of Collfornlo or Its officers or agents LINE ETW I ! 0 L. T. DoHUeGHES shall not be responsible for the o=rccy or 20. 1 RAMP w 8 -10 - 99 oompleteness of electronic coples of thi } (n � ETW pion sheep. m ES ETW ES HP R/W o w 2. 4 3.0 14.6 . 6 -0. 9 2. 4 - 15-17 w w 3.0 > I o x o ' 2% 21 ETW ES HP 1. 0 S~ - - -- ------------ I -- R/W C------------------------ - - - - -- - 2.4-4.6 12 -16 o 2 AC DIKE (TYPE E ) 3 m m % -� OG W o -- - - - -- �� Y AC D I K E ( TYPE E) in 111 �w = NORTHBOUND U � Sta ' 1 -5' 723+19.801 TO 725 +20 CHP ENFORCEMENT PAD LB I Sta 721 +25 TO 721+97. 137 LINE 1.2- I x - -- N 1.0 ES ETW ES 1.0 Ix I - w ETW HP 9.2 3.6 2.4 R/W o "LB -I' I 10 -16 LINE Z SEE TYPICAL N 4.2 -0.9 CROSS SECTIONS TYPE B4 CURB I R o Sta r LB -1 r 720 +83.4 Sto 721 +26 TO 721+70.509 ' PG 2Y. & Var R - 1 � E Sta 721+70.509 TO 722 #74. 800 V° TO 723+19. 801 O ft - L____ __ �OG PG MINOR Conc (COLORED) �.2 .��R AC DIKE ( TYPE E) 3 2 OG - " 1 -5" NB ON -RAMP s LINE ETW i 20.1 Sta " LB -1 ' 719+79.036 TO 723+19.801 o FL Z ES 1 ETW 1.0 x 2C 2.4 3.0 14.6 3.0 Cc fHP " LBNE " SEE TYPICAL U. Var 1.2 & CROSS SECTIONS *' A ~ LINE 2C Var Sta r LB- 1 r 720 +83. 804 TO 723+19.801 ac -2 -% Var F�-�' PG mc dL Misc AC (60 mm) 0 TYPE B4 CURB P z Sta 721+40.520 TO 721+70.509 o NORTHBOUND r v Sta ' 1 -5' 721+40.520 TO 723+19.801 W "1 -5" LINE x TYPICAL CROSS SECTIONS NO SCALE ALL DIMENSIONS ARE IN x _ Z METERS UNLESS OTHERWISE SHOWN E& \LEUCAD I A BLVD\ 500 \51 1 \As - I I is \B 1 6664802. DGN JJ 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME -> $USER FORM Dc- OE- 92- PF�REV. 3/88) ORIGINAL SCALE IS IN MILLIMETERS I I I I I I 1 I I DGN FILE -> SREQUEST CU 1 1 275 EA 16664 as- bui1ts b1 4b0 .dgn Dec. 03. 1999 13.51:49 I i I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET II SD 5 R67.9/R69.5 4 193 e trio Q 14_'4 7/10/9 E ' LB-2m REGISTERED C L ENGINEER DATE I � x 0.6 -1.2 LINE 2.4 -1.2 � 4.0 4/6/98 W C. A. JOHNSON = _ ETW ES 1.0 PLANS APPROVAL DATE No. 56639 ES ETW 1.0 0 � 6. 8 E� 6/30/0 I /* HP R / AS-B UILT R/ Ci of Enci ( 9 _ 1 8 505 South Vul can Avenue HP -llf. Contract No. ' 11 Encinitas, Ca 92024 -3633 OF CALF Correct T ons by OC -'- ----------- - - - - -- -- Dokken Engineering L. T. HUGHES I - PG � 3914 Murphy Canyon Road, Sui A -153 D ate 2� 2 � 9 San Diego, Co 92123 (619) 514 -83TT -i 0 -99 2� 2�� -,' ' 5`/. l e p► F�- 'The Stote of Colifornlo or its officers or ogents -- - - - - -- - - shall not be responsible for the o=rocy or - - -- , -'' 6 AC DIKE (TYPE A) completeness of electron1c coples of this pion sheefi.' r W �,2 3 in 2 m > OG D W - W - -- ------------------ - - - - -- 3 W t` w 0 6 Sta-718+68.238 TO 719+35.307 x w NB OFF -RAMP Sta "LB-20 718+32,238 TO 719+35.307 • 1-5 ' LB-2' 1.0 L I NE ETW ES LINE ETW ES HP R/W o 20. 1 ' L8 -2' 1. 3. 6 7. 2, 14.4 2.4 15 -17 w fn Qo o ES ETW LINE SEE TYPICAL I. 0 I JZ Y 2. 4 3.0 14.6 0.0.9 -7.0, 3.0 CROSS SECT IONS HP ' in III I ( Sta LB 2 716+18.761 - ----------- - - - - -- -- 0 o v TO 717 + 41. 296 OG', -' MINOR COnc (COLORED) I PG I I Sta 717 +01.170 TO 717 +42 2% 2% �'i� -�� - - -- --- -- - - - - -J \`2 , -,- E l x - -- 2 3 AC DIKE (TYPE A) -' 3 2 BOG - - - -- -- - - - - -- W O Z NORTHBOUND NB OFF -RAMP v Sta ' 1 -5' 716+18.716 TO 71-7+00.871 Sta " LB - 2 9 717 +01 1 70 TO 718+32.238 0 ' 1 -5" Fwy LINE ETW 20. 1 RAMP = � o ES ETW ETW ES 'LB -2' s 2 3.0 14.6 0, 0.9 -3. 6 3.0 .0 LINE -2. 4 HP R/W � ETW 2.4 ES I. 0 od 14 -15 HP R/W _ F 15 -17 x ' _ TW F- F L OG E _ -- C------------------------ - - - - -- 0 -0.9, 0- PG 2 %& W 2% Var ~ 2 3 AC DIKE ` ac 0. 2 3 o TYPE E Sta 715 +49.5 TO 715 +57.1 AC DIKE TYPE F Sta 715+57.1 TO 715+76 NORTHBOUND TYPE A Sta 715 +76 TO 716+18.761 NB OFF -RAMP TYPE A Sta 716+18.761 TO 718 +36 TYPE E Sta 718 +36 TO 718 +43.6 z Sta "1-5" 715 +49.5 TO 716+18,761 Sta ' LB -2' 716+18.761 TO 717 +01. 170 TYPE F Sta 7-48 +43.6 TO 718 +62 TYPE A Sta 718 +62.5 TO 719 +31.741 , n 1 -5" LINE 'LB -2' LINE U. 0 x us TYPICAL CROSS SECTIONS NO SCALE ALL DIMENSIONS ARE IN X-3 METERS UNLESS OTHERWISE SHOWN Es \LEUCAD I A BLVD \500 \51 1 \As -Bu i I is \B 16664B03. DGN JJ 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME -> SUSER FORM DC OE - 92 - PF (REV. 3/88) ORIGINAL SCALE IS IN MiLLIMETERS i I i 1 i I i I i I DGN FILE -> SREQUEST CU 1 1 275 EA 166641 . as -buAts bi 4b 3.dgn Dec. 03, 1999 13:51:51 I E � DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET ' II SD 5 R67.9/R69.5 5 193 etr /c 7/10/9 ES19 AS-BUILT L ENGINEER DATE X R/W I _ I Contract No. NZ we 11-166644 4/6/98 W C. A. JOHNSON 3 min Correct l ons by � m 6639 1.0 L. T. HUGHES PLANS APPROVAL DATE Date ETW C i t y of Encinitas E„p /30/01 - - -- _ ES ETW 8- 1 -99 505 South Vulcan Avenue ,,� CIVIL! 2.4 St ' LB 7 1 7 +68 TO 7 1 8 +40 ' LB-3' Encinitas, Ca 92024 -3633 F OF C�L� OG P 4 I 0 CHP ENFORCEMENT PAD LINE Dokken Engineering 1FR 4.0-7. 3914 Mu -C anyon Road, Suite A -153 I I NG \` ` Var CABLE RAILIN i San Diego, Go 92123 (619) 514 -s3TT The State of Calffornlo or Its offlcers or agents TYPE I RETAINING WALL q_ Sta ' L B - 3' 717+79 TO 718+15. 270 shall not be responsible for the a=rocy or 0 3 ' L B - 3' I completeness of efectron1c c Wes of this plan sheet.' V) TYPE 27B Mod LINE SAWCUT >_ M > Conc BARRIER 0 . 6 PG Var -_ a w I.0 Exist L V) W GUTTER w � R/W 1 HP ES . 4 ETW Var L I Var i ES 2 ETW ' 1-54 0 1.0 1 LINE X 3 in H P 'L8 - 20. Q SEE TYPICAL LINE ETW ES CROSS SECTION 0.9-4.0 14.6 3.0 2.4 OG 4? O Sta 'LB-3' 715+40.000i ' 2%p7% TO 718 +37. 710 I o � jr & & Var PG Va Q o o - - -r- -- w F� W -- --- - - - - -- 4 TT R PG Var �2% :) 0 0 z v AC DIKE 2 -------------------- - - - --- w 2 OG --------- ~-- - - - - -- ----------------------------- -------______________________ = = = =_J - - - - -- : ( TYPE F Sta 718 +57.747 TO 718 +77. 190 6 ------------------------------------------------------------ 0 0 1 0 TYPE E Sta 718+77.190 TO 718+86.647 COLD P TYPE E Sta 719 +58� T0 7J D - j E T J 9 +689366 4 6 (DEPTHL20Emm) LX COLD PLANE t` 5 > (DEPTH =20 mm) SOUTHBOUND SB ON -RAMP 2 Sta 717 +79 TO 718 +87.439 X --- Sta ' 1 -5' 715 +40 TO 717 +79 Sta ' LB-31 718+15.270 TO 719 0 z �? R/W W 10-1 3 in 1.0 f S ETW - -- - - - --� 2. 4 - 4. 6 ETW LINE , 3.0 -3. 3. 2.4 RAMP 20. 1 OG �ql� ES ETW ETW ES F,Q Sta LB _ 3- 717 +68.000 TO 718 +40 1.0 0.9 -3.6 14.6 3.0 2.4 o CABLE RAILING 7% & -- V�?r CHP ENFORCEMENT PAD R /1N H ------ -- - - - -- - -- 12 -20 TYPE I RETAINING WALL d 40 TYPE 27B Mod 3 CL x Conc BARRIER 5 'LB -3' 5/ 2% 2% � R/W Var HP E S 4 ETW _ I OG --------------- - - ---------------------------------------- - - - - -J 0 z solo 3 in 2 W 3 - - -- - - - -- 3.6 AC DIKE cc � TYPE F Sta 713 +39.949 TO 714 +48.2 W OG OR 7/. & 2% 7% & Var PG TYPE E Sta 714 +48.2 TO 714 +55.8 SOUTHBOUND o Cg �, TYPE A Sta 71455.8 TO 717+68 Sta ' 1 -5 0 713 +39. 949 TO 715 +40. 000 - - - -- - - - - -- -- AC DIKE (TYPE A) 3 6 COLD PLANE 0 2 (DEPTH =20 mm) 5 s SB ON -RAMP ' 0 Sta 'LB-3' 715 +40.000 TO 717 +79 "1 - LINE X s TYPICAL CROSS SECTIONS LB -3 LINE NO SCALE ALL DIMENSIONS ARE IN X _4 METERS UNLESS OTHERWISE SHOWN Es \LEUCADIA BLVD\ 500 \511 \As- Builts \B16664804.DGN JJ 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME '> $USER FORM Dc- OE -92 -PF (REV. 388) ORIGINAL SCALE IS IN WIiLLWETERS I I I I I DGN FILE -> $REQUEST CU 1 1 275 EA 166641 as- bunts b 664bu4.dgn Oec. 03. 1999 13:51:52 00 2. - 1 S r a r I I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET • II SD 5 R67.9/R69.5 6 193 ctrlc V WAZ-�� 7/10/9 ESS1 REGISTERED C L ENGINEER DATE x ' LB -4' LINE 4/6/ -98 U I.0 C. A. ES ETW NO 56639 2.4 — 3.6 I PLANS APPROVAL DATE R/W 13-19 HP Contract No. City of Encinitas Exp 6 30 0 1 11 -166644 505 South Vulcan Avenue CIV� ! I Corrections by Encinitas, Ca 92024 -3633 F OF CR�-� OG Dote L. T.GHES Dokken Engineering 8- 3914 Murphy Canyon Road, Suite A -153 San Diego, Ca 92123 (619) 514 -8377 ` . -? -- PG "The State of Callfornla or Its afflcers or agents shall not be responslbie for the a=rmy or i OG o completeness of elwtronlc coples of tNs plan sheet.' n 3 2 M w AC DIKE (TYPE- E) Fwy 9 15 u w ETW LINE w < RAMP 20.1 o SB OFF - RAMP x ETW ES w ES ETW Sta "LB -4" 722 +22.289 TO 723 +04.561 1.0 3.0 3.6 -0.9.0 14.6 3.0 2.4 o R/W HP -2.4 ' 16 - 20 o LB -4 W Co � LINE _ _ 2/ 0 1.0 ES ETW ---------------------- ES S% �- ---------- - - - - -- - - - -- - - -- - -- - -- ____ ____ - - - - - -- <w I. 2 7. 2 - 3.6 1.2 I.0 ----------------------- - - - - -- z w R/W - HP 2 4 OG --------------------------------------------------------- -- - - -j c? v 12-17 HP � w = E 3J "� " �•'`,, oc 3 SOUTHBOUND ' PG ' MINOR Cone (COLORED) Sta 721 TO 722 +22.289 Sta " I -5" 723 +04. 561 TO 723 +90 ` 5 AC D i KE _______ _____ p� TYPE E Sta 723 +04.561 TO 723 +40.6 _ m TT TYPE F Sta 723+40.6 TO 723+90 x - -- W 3 OG o AC DIKE (TYPE E) 3 5 Sta 721 +97 TO 722 +22.289 Z z COLD PLANE (DEPTH =40 mm) W SB OFF -RAMP v Sta " LB-49 720 +91 TO 722+22.289 'LB - 4' 0.6 -1.2 o E S ETW LINE ETW 1-59 LINE i . 2 7.2 � _ ETW ES " � � 20. 1 a~c I. 0 1 ' 0 SEE TYPICAL L I NE R/W 14 - HP HP CROSS SECT 7.0 -0.9, 0 14.6 ETW 3.0 ES 2. 4 a x s Sta 'LB -4' 722 +22.289' ' °C U. P G TO 723 +04.561 I i � - - - - -, OG I � I ° I s 2 O R R 2� i •?� PG ____ _ _ __ _______ _____ -- 5 q -------------------------------------------------------- - - - -- a � d AC DIKE (TYPE E) 3 L 3 2 R 0 oc L m SOUTHBOUND Sta 0 1-5 1 722+22,449 TO 723+04.561 z SB OFF -RAMP dc ° "1 -5" LiN 1� Sta LB _ 4 719 +99.717 TO 720 +91 LLJ o "L8-4" LiNE x TYPICAL CROSS SECTIONS s NO SCALE a ALL DIMENSIONS ARE IN X-5 METERS UNLESS OTHERWISE SHOWN Es \LEUCAD I A BLVD \500 \51 1 \As -Bu f I is \B 1 6664805. DGN JJ 12/03/99 FOR REDUCED PLANS O 20 40 60 80 100 USERNAME -> $USER FORM oc- of - (REV. 3iee� ORIGINAL SCALE IS IN MILLWETERS ► 1 ► 1 ► I ► 1 ► 1 DGN FILE -> $REQUEST CU 1 1275 EA 166641 as -bui is b16 4b0 .dgn Dec. 03, 1999 13:51:54 CO n T j 7 i a DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET 11 SD 5 R67.9/1369.5 7 193 2.0, 2. & Var etrlc 7/ 10/9 Esc, REGISTERED Clk ENGINEER DATE �q( x 0.5 -2.0 spin PVmt R/ EP LINE CROWN FL R/W 17k L" C. A. JfNSON 4/6/98 w 9.8 & Va 2 _ 7 AS—BUILT PLANS APPROVAL DATE # NE 56639 Exp 6/30/01 8.5- Contract NO. City l —em Ave �,� CIVL ! 11 Encinitas, Ca 92024 -3633 F � C�L� Var ' Correct i ans by L. T. HUGHES Dokken Engineering RA I SED SAWCUT Dat 3914 Murphy Canyon Road. Suite A -153 PG MED I AN OG 8 -10 -99 San Diego, Ca 92123 (619) 514 -83TT _2%. 2 The State of Colifornlo or Its officers or agents --- - - - - -- - - - - - -- - - - - - -- - -- - - - -- - - - -- , _ _ - - - -- - -- - - -- - - - - - - -------- shall not be responsible or oi✓curocy or o OG oompleteness of electronic armies of airs plan >_ *TYPE BI CURB 6 7 AC DIKE (TYPE E) * *TYPE G CURB Mod o w COLD PLANE V) w *TYPE BI CURB Sto 100#61 TO 100 +72 (150mm CL2 -AB REQUIRED (DEPTH =40 mm MIN) > a UNDER MEDIAN MINOR CONCRETE (STAMPED TEXTURE AND MEDIAN CURB) * *TYPE G Mod Sto 100 +08.181 TO Sta 100 +69 (150mm x it I o CL2 -AB REQUIRED UNDER CURB AND GUTTER) w PIRAEUS St o Sta 'PI' 100+26.385 TO 101+63 CCO #7 o } 2.3 & Q o o ' ORN' Var --jZ UJ w R/W EP L I FL R/W Y ' EO' (n i - 7 & Var Var LINE UD U OG OG R/W 4 EP 3.6 & Var 3.8 & Var P 3.7-4.8 R/W I 1% & Var PG % , -- --- - - - - -- ------- - - - - -- -- - - - - = - - - - -- -- --- - -- PG ' � OG = COLD PLANE SAWCUT * 100 rrnm PCC '�" 2---_ %" -' OG (DEPTH =20 mm) 6 _ x - -- SIDEWALK & -- ------------------- W 7 CONCRETE DRIVEWAY o 02 -150 CURB _E Z AC DIKE (TYPE A AC DIKE (TYPE A) a 02 = 150 CURB, SW, CONCRETE DRIVEWAY Sta 200 +26.630 TO Sta 200 +88.642 (150mm w CL2 -AB REQUIRED UNDER CURB) 0 ORPHEUS Ave EOLUS Ave Sta ' ORN' 200+22.860 TO 201+43.627 Sta ' EO' 10+19.885 TO 10+44.367 z � 'ORS' R/W EP LINE FL SW R/W °C *4.8& I 4,16 -32 Var Var 3.2 &9.0 1.5 1.5 x 2C s Cc ° SAWCUT ~ I OG z s 27. &Var 2% &Var ?% - - - - - -- ---- - - - - -- --------------------------- ------------------------ W 7 0 6 COLD PLANE OG (DEPTH =20 mm) 100 mm PCC ** s 7 SIDEWALK & CONCRETE DRIVEWAY AC DIKE (TYPE A) A2 -150 CURB ** o * Sta 100 +49 TO Sto 101 +01.607 ** A2 - 150 CURB Sta 100 +49.848 TO Sto 101 +01.607 (150mm s CL2 -AB REQUIRED UNDER CURB) v W , ORPHEUS AVE 0 x Sta 'ORS' 100+32.627 TO 101+01 TYPICAL CROSS SECTIONS NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN X - 41 E \LEUCADIA BLVD \500 \511 \As -Bui ItsB12514B06.DGN JH 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME -> $USER FORM DC OE - 92 - PF ( REV. 3/88) ORIGINAL SCALE IS IN MILLWETERS I i< DGN FILE -> $REQUEST CU 1 1 275 EA 166641 w - bunts b16664b06.dgn Dec. 03. 1999 13:51: s = DIST. COUNTY ROUTE KILOMETER POST S NO. T TOTAL F%E1NERAL R O A D W O R K m RSP C7E REINFORCED CONCRETE C R I B WALL - TYPES A, B, C, D, E AND F- HEADER 11 SD 5 R TOTAL L PR M OJECT SFEETS OXCT 5 8 193 MISCELLANEOUS AND STRECHER DETAILS m RSP C7F OES I GN DATA FOR REINFORCED CONCRETE CR I B WALL FOUNDATION C t r j C The share of confaWd or ft cmoers or tents &WI nogee nevpvWde for the A I O A Abbreviations PRESSURE - BATTERED WALL aoaray Cr of atdtwc copies d this Om sneer. • AIOB Symbols m RSP C7G REINFORCED CONCRETE CRIB WALL FOUNDATION PRESSURE- • A20A Pavement Markers and Traffic Lines, Typ 1 ca l Details VERTICAL WALL A To accompany plans dated APRIL 6 1998 • A20B Pavement Markers and Traffic Lines, Typical Details m C8A Steel Crib Wall- Construction Details ilk • A20C Pavement Markers and Traffic Lines, Typical Details m C8B Steel Crib Wall- Design Data ■ H8 Planting and Irrigation- Details • A20D Pavement Markers and Traffic Lines, Typical Details m RSP C8C STEEL CRIB WALL- DESIGN DATA AS — B V I L T TEMPORARY FACILITIES • A24A Pavement Markings- Arrows m C9A Timber Cr 1 b Wall- Types A, B, C and D Contract No. • A24B Pavement Markings- Arrows m RSP C98 TIMBER C R I B WALL- TYPES A, B, C AND D- DESIGN DATA ■ TI Temporary Crash Cush 1 on, Sand F t I I ed 1 1- 166644 CO A24C Pavement Markings- Symbols and Numera i s DRAINAGE ■ T2 Temporary Crash Cushion, Sand Filled C � T c HUGHES y III A24D Pavement Markings- Words ■ T3 Temporary Railing (Type K) Date ■ A24E Pavement Markings Words and Crosswalks ■ D72 Drainage Inlets ❑ T4 Temporary Traffic Screen 8 -10 - 99 ■ A35A Portland Cement Concrete Paving Details ■ D73 Drainage Inlets ❑ T5 Temporary Terminal Section (Type K) ED A40 Rumble Strip Details ■ D74A Drainage Inlets ■ T7 Construction Project Funding Identification Signs • A62A Excavation and Backfill- Miscellaneous Details ■ D74B Drainage Inlets ■ TIO Traffic Control System for Lane Closure on Freeways and • A62B Limits of Payment for Excavation and Backfill Bridge- Surcharge ■ D74C Drainage Inlet Details Expressways and Wall ■ D75 IS DELETED AND REPLACED WITH NSP D75A, NSP D75B AND NSP D75C ■ T I OA Traffic Control System for Lane and Complete Closures on • A62C Limits of Payment for Excavation and Backfill- Bridge ■ RSP D77AGrate Details Freeways and Expressways • A62D Excavation and Backfill- Concrete Pipe Culverts ■ D77B Bicycle Proof Grate Details ■ TII Traffic Control System for Lane Closure on Multilane ID D77C Alternative Hinged Cover for Type OL and OS Inlets and Trash Conventional Highways ED A62E Excavation and Backf111- Cast -in -Place Reinforced Concrete Box and Arch Culverts Rack for Type OCP Inlet ■ T12 Traffic Control System for Lane Closure on Multilane x ns Conventional- Highways i Depressions epresso • A62F Excavation and Backfill- Metal and Plastic Culverts D78 Gutter ❑ T13 Traffic Control System for Lone Closure on Two Lane • A73A Object Markers ■ D79 Precast Reinforced Concrete Pipe- Direct Design Method Conventional Highways ■ A73B Markers m 080 Cast -In -Place Reinforced Concrete Single Box Culvert m D81 Cast -In -Place Reinforced Concrete Double Box Culvert ■ T14 Traffic Control System for Ramp Closures ■ A73C Delineators, Chanrnellzers and Barricades ❑ T15 Traffic Control System for Moving Lane Closure on ED A74 Survey Monuments m D82 Cost-In-Place Reinforced Concrete Box-Culvert Miscellaneous Multilane Highways III A75A Concrete Barrier Type 50 Details - A d C ❑ T16 Traffic Control System for Moving Lane Closure on ED A75B Concrete. Barrier Type 50E m D84 Box Culvert Wingwails Types A. an M Highways m A75D Concrete Headlight Glare Screen m RSP D85 BOX CULVERT WINGWALLS TYPES D AND - E ❑ T17 Traffic Control System for Moving Lane Closure on ED RSP A76A CONCRETE BARRIER TYPE 60 m D86A Box Culvert Warped WTngwalis Two - tone Highways ED A76B Concrete Barrier Type 60 m D868 Pipe Culvert Headwalls, Endwalls and Warped Wingwalls CO D86C Arch Culvert Headwalls, Endwails and Warped Wingwalis BRIDGE m A76C Concrete Barrier Type 60E m A76D Concrete Barrier Type 60G ■ D87A Overside Drains ■ BO - Bridge Details ED A76E Concrete Barrier Type 60G ■ D878 Overside Drains ■ BO -3 Bridge Details ED A76F Concrete Barrier Type 60GE m D87C Underdratns ■ BO -5 Bridge Details ED RSP A76G CONCRETE BARRIER TYPE 605 ■ D88 Construction Loads on Culverts ■ BO-13 Bridge Details ED A76H Concrete Barrier Type 60S (D D88A Strut Details for Structural Steel Plate Pipes, Arches, and C1 82 -3 400 mm Cast -In- Drilled -Hole Concrete Pile m A761 Concrete Barrier Type 60SE Vehicular Undercrossings 11 B2 - Pile Details Class 400 and Class 625 m • A77A Metal Beam Guard Railing D89 Pipe Headwalls ❑ 82 - 6 Pile Details Class 400C and Class 625C • A778 Metal Beam Guard Rolling- Standard Hardware m 090 Pipe Culvert Headwalls, Endwaiis and Wingwalls -Types A,B and C ❑ 82 -8 Pile Details- Class 900 and Class 900C • RSP A77C METAL BEAM GUARD RAILING - POST AND BLOCKS D93A Pipe Riser Connections ❑ 82 -9 Load Test Pile Details (l) • A77D Guard Railing Flares D93B Drainage Inlet Riser Connections ❑ 82 -10 Load Test Pile Details (2) • A77E Guard Railing Flares m 093C Pipe Riser with Debris Rack Cage ❑ B2 -II Load Test Pile Details (3) • A77F Metal Beam Guard Rolling- Miscall- aneous Details D94A Metal and Plastic Flared End Sections ■ RSP B3 -1 RETAINING WALL TRIPE i- H =1200 THROUGH 9100 mm 094B Concrete Flared End Sections ❑ B3 -2 Retaining Wall Type I- H =9700 Through 10 900 mm • A77G Guard Railing End Anchors (Breakaway) m D95 Concrete Arch Culverts ❑ RSP 63 -3 RETAINING WALL- TYPE I A • A77GA Anchor Assembl (Breakaway, Type M) - Hardware and Post Detai End Anchors- Breakaw Hardware ■ 097A Corrugated Metal Pte Coupling Details No. I- Annular Coupling ❑ B3 -4 Retaining Wall - Type 2 • A77H Guard Railing y Band Bar and Strap and Angie Connectors • A771 Barrier and Guard Railing End Anchors ■ 0978 Corrugated Metal Pipe Coupling Details No. 2 - Hat Band Coupler ❑ 83 - Counterfort Retaining Wall= T ype 3 • A77J Guard Railing Connections to Bridge Railings, Retaining Waits and Flange Details ❑ B3 -6 Counterfort Retaining -Wail Type 4 and Abutments ■ D97C Corrugated Metal Pipe Coupling Details No. 3- Helical and C1 RSP B3 -7 RETAINING WALL- TYPE 5 ED A77K Guard Railing Connections to Bridge Sidewalks and Curbs Universal Couplers ■ RSP B3 -8 RETAINING WALL DETAILS No. I CD A78A Thrie Beam Barrier ■ 097D Corrugated Metal Pipe Coupling Details- No. 4- Hugger Coupling ■ 83 -9 Retaining Wall Details No. 2 01 A78B Thrie Beam Barrier Bands ❑ B3 -II Retaining Wall Type 6- 1829 mm Maximum m A78C Thrie Beam Barrier- Standard Hardware ■ D97E Corrugated Metal Pipe Coupling Details No. 5- Standard Joint ❑ B6 -1 T -Beam Details ED A78D Thrie Beam Barrier- Miscellaneous Details ■ D97F Corrugated Metal Pipe Coupling Details No. 6- Positive Joint ❑ B6 -10 Utility Openings, T -Beam m A78E Thrie Beam Barrier- End Anchors x D97G Corrugated Metal Pipe Coupling Details No. 7- Positive Joints ■ B6 -21 Joint Seals (Maximum Movement Rating = 50 mm) m A78F Thrie Beam Barrier Connections to Bri-dge Railing and Downdrains ■ 87 -1 Box G4 rder Details m A78G Thrie Beam Barrier Connections to Bridge Curbs, ■ D97H Reinforced Concrete Pipe or Nan - Reinforced Concrete Pipe ❑ B7 -5 Deck Drains Retaining Walls and Abutments Standard and Positive Joints ❑ B7 -6 Deck Drains- Type D - and D - m A78H Thrie Beam Barrier Connections to Concrete Barrier Type 50 ■ D98A Slotted Corrugated Steel Pipe Drain Details ❑ 87 -10 Utility Opening- Box Girder m A781 Thrie Beam Barrier Connections to Concrete Barrier Type 60 ■ D98B Slotted Corrugated Steel Pipe Drain Details ❑ B7 -11 Utility Details W m A81 Crash Cushion, Sand Filled (D D99A Structural Section Drainage System Details ■ B8 -5 Cast -In -Place Prestressed Girder Details ,R m A83 Portable Scale Pad and Approach Slab Details m D99B Edge Drain Outlet and Vent Details ❑ BII -7 Chain Link Railing ■ A85 Chain Link Fence m D99C Edge Drain Cleanout and Vent Details ■ BII -47 Cable Railing " ED A86 Barbed Wire and Wire Mesh Fences x D99D Cross Drain Interceptor Details ❑ BII -51 Tubular Hand Rolling UJ • A87 Curbs, Dikes and Driveways HIGHWAY PLANTING ❑ B I I -52 Chain Link Railing Type 7 0 • A88 Curb Ramp Details ■ HI Planting and Irrigation- Abbreviations ■ BII -53 Concrete Barrier Type 25 -� a ED A90 Accessible Parking ■ RSP H2 PLANTING AND IRRIGATION- SYMBOLS ■ BII -54 Concrete Barrier Type 26 W CRIB WALLS ■ H3 P l a n t i n g and Irrigation- Deta i 1 s SHEET 1 OF 2 ED C7A Reinforced Concrete Crib Wall- Battered Wall- Types A,B and C ■ H4 Planting and Irrigation_ Details CD C7B Reinforced Concrete Crib Wall- Battered Wall- Types D,E and F ■ H5 Planting and Irrigation Details ST ANDARD PLANS LIS ED C7C Reinforced Concrete Crib Wall- Vertical Wall- Types A, B and C ■ H6 P l a n t i n g and Irrigation- Deta i I s (July,1997 Edition) ED C7D Reinforced Concrete Crib - Wall- Vertical Wall- Types D,E and F ■ H7 Planting and Irrigation- Details REVISED DECEMBER 4. 1997 The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. USERNAME -> $USER The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. DGN FILE -> (REQUEST CONTRACT N0. �� �sss4� as- builts bi 4c0f.dgn Dec. 03, 19 14:24:54 00 2-4 ST I DIST. COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. HEETS ❑ B13 -1 Slope Protection Details El Overhead Signs- Box Beam Closed Truss, Single Post Butterfly, II SD 5 R67.9/R69.5 9 193 El B14-1 Structural Steel Plate Vehicular Undercrossing Post Details ■ B14-3 Communication and Sprinkler Control Conduit (Conduit less OVERHEAD SIGNS-TUBULAR atrle The Slate of Caltfornra or It offkw or agents sha nor be resxrWble for ft than s 1 0 3 ) aax�rocy a aanpletenrss of electranl cgdes d tN plan afiee! ❑ 814 -4 Water Supply Line (Bridge) (Pipe less than NPS 4) El S40N Overhead Signs- Tubular, Instructions and Examples El B�4 -5 Water Supply Line (Details) (Pipe less than NPS 4) El S40P Overhead Signs- Tubular, Single Post Type, Layout and Pipe To accompany plans dated APRIL 6 1998 Selection R S I G N S ❑ S400 Overhead Signs- Tubu I ar, Two Post Type, Layout and P i p e ■ RSP ES -6R S I GNAL AND L I GHT I NG STANDARDS- CASE 4 ARM LOAD I NG, • RSI Roadside Signs, Typical Installation Details No. I Selection WIND VELOCITY = 129 km /h, ARM LENGTHS 7.6 m TO 13.7 m • RS2 Roadside Signs, Wood Post, Typical Installation Details No. 2 ❑ S40R Overhead Signs- Tubular, Structural Frame Details No. I ■ ES -6RA Signal and Lighting Standards- Case 5 Arm Loading, S40S Overhead Signs- Tubular, Structural Frame Details No. 2 Wind Velocity = 129 km /h, Arm Lengths 15.2 m to 16.8 m El RS3 Roadside Signs, Laminated Wood Box Post, Typical Installation El El S40T Overhead Signs Tubular, Foundation Details Details No. 3 ❑ ES -6RB Signal and Lighting Standards- Case 5 Arm Loading, ■ RS4 Roadside Signs, Typical Installation Details No. 4 SiGNALS, LIGHTING AND ELECTRICAL SYSTEM Wind Velocity = 129 km /fT. Arm Lengths 18.2 m to 19.8 m OVERHEAD SIGN $ ■ ES -IA Signal, Lighting and Electrical Systems- Symbols and ■ ES -6S Signal and Lighting Standards- Details No. I ■ ES -6T Signal and Lighting Standards- Details No. 2 Abbreviations OVERHEAD SIGNS-TRUSS ■ ES - 1 13 Signal, L i g h t i n g and E l e c t r i c a l Systems Symbols and ■ ES -6TA Signal and Lighting Standards- Pole and Most Arm Alternatives ■ SI Overhead Signs- Truss, Instructions and Examples Abbreviations ■ ES -6U Lighting Standards- Type 15 Slip Base Insert ■ S2 Overhead Signs- Truss, Single Post Type, Post Types II ■ ES -2A Signal, Lighting and Electrical Systems- Service Equipment ❑ ES -6V Signal and Sign Standards- Type 33 Left Turn thru - VII ❑ ES -213 Signal, Lighting and Electrical Systems- Service Equipment ■ ES -7A Signal, Lighting and Electrical Systems- Electrical Details, ■ S3 Overhead Signs- Truss, Two Post Type, Post Types I -S ■ ES -2C Signal, Lighting and Electrical Systems- Service Equipment Structure Installations thru VII -S Notes ■ ES -713 Signal, Lighting and Electrical Systems- Electrical Details, ■ RSP S4 OVERHEAD SIGNS- TRUSS, SINGLE POST TYPE, STRUCTURAL FRAME ■ ES -2D Signal, Lighting and Electrical S -ystems- Service Equipment Structure Installations MEMBERS and Typical Wiring Diagram, Type A ■ ES-7C Signal, Lighting and Electrical Systems- Electrical Details, ❑ S5 Overhead Signs- Truss, Two Post Type, Structural Frame Members ■ ES -2E Signal, Lighting and Electrical Systems- Service Equipment Structure Installations ■ S6 Overhead Signs- Truss, Structural Frame Details and Typical Wiring Diagram, Type B ■ ES -7D Signal, Lighting and Electrical Systems- Electrical Details, _ - ■ ES -2F Signal, Lighting and Electrical Systems- Service Equipment Structure Installations - ■ S7 Overhead Signs Truss, From Juncture Details Type C ❑ ES -7E Signal, Lighting and Electrical Systems Electrical Details, ❑ SBA Overhead Signs- Steel Frame Removable Sign Panel Frames and Typical Wiring Diagram, yp Structure Installations ❑ S8B Overhead Signs- Removable Sign Panel Frames, Overhead Formed ■ ES -3A Signal, Lighting and Electrical Systems- Signal Heads and El ES-7F Signal, Lighting and Electrical Systems- Flush Soffit Panel Mounting Details Mountings Luminaire Modification Details, Structure Installations ■ SBC Overhead Signs- Truss, Sign Panel Mounting Details, Laminated ■ ES -3B Signal, Lighting and Electrical Systems- Signal Heads_ and ■ ES -8 Signal, Lighting and Electrical Systems- Pull Box Details Panel- Type A Mountings ❑ S8D Overhead Signs- Truss, Removable Sign Panel Frames 2.794 m and ■ ES -3C Signal, Lighting and Electrical Systems- Signal Heads and El ES-9A Signal, Lighting and Electrical Systems- Cantilever Flashing 3.048 m Sign Panels Mountings Beacon, Types 9, 9A and 9B ■ S9 Overhead Sig Walkway Details No. I ■ ES -3D Signal, Lighting and Electrical Systems- Signal Heads and ❑ ES -9B Signal, Lighting and Electrical Systems- Cantilever Flashing g y Beacon, Types 9, 9A and 9B ■ SIO Overhead Signs- Walkway Details No. 2 Mountings g y ■ ES -3E Signal, Lighting and Electrical Systems- Signal Heads and ■ ES -10 Signal, Lighting and Electrical Systems- Isolux Diagrams ■ SII Overhead Signs- Walkway Safety Railing Details Mountings ■ ES -11 Signal, Lighting and Electrical Systems- Foundation ■ S13 Overhead Signs- Truss Pile Foundation ■ ES -4A Signal, Lighting and Electrical Systems- Controller Cabinet Installations OVERHEAD SIGNS-LIGHTWEIGHT Deta 1 Is ❑ ES -12 Signal, L i g h t i n g and E l e c t r i c a l Systems- Pedestrian ❑ S14A Overhead Signs- Lightweight Balanced- Single Steel Post ■ ES -4B Signal, Lighting and Electrical Systems- Controller Cabinet - Undercrossing Fluorescent Lighting Fixture - Connection and Mounting Details g Details ■ ES 13 Signal, Lighting and Electrical Systems Splicing Details ❑ S14B Overhead Signs- Lightweight Balanced- Single Steel Post ■ ES -4C Signal, Lighting and Electrical Systems- Controller Cabinet ■ ES -14 Signal, Lighting and Electrical Systems- Wiring Details Details Details and Fuse Ratings ❑ S15 Overhead Signs- Lightweight, Type A. Connection Details ❑ ES -4D Irrigation Controller Enclosure Cabinet ❑ ES -15 Signal, Lighting and Electrical Systems- Pedestrian ■ ES -5A Signal, Lighting and Electrical Systems- Detectors Overcrossing Fluorescent Lighting Fixture ❑ S16 Overhead Signs- Lightweight, Type B. Connection Details El ES-27A Signal, Lighting and Electrical Systems- Extinguishable ■ S17 Overhead Signs- Lightweight, Type C. Connection Details ■ ES -58 Signal, Lighting and Electrical Systems- Detectors rh Sig Lightweight,, Si n Panel Mounting Details ■ ES -5C Signal, Lighting and Electrical Systems- Detectors Message Sign, 250 mm Letters ■ S-[ 8A Overhead S g ns g g [I ES - 27B Signal, Lighting and Electrical Systems - Extinguishable Laminated Panel- Type A ■ ES -5D Signal, Lighting and Electrical Systems- Detectors Message Sign, 250 mm Letters ■ S18B Overhead Signs- Lightweight, Light Fixture Mounting Details ■ ES -5E Signal, Lighting and Electrical Systems- Detectors ❑ ES -28 Signal, Lighting and Electrical Systems- Extinguishable ■ S20A Overhead Signs- Lightweight Post Details ■ ES -5F Signal, Lighting and Electrical Systems- Pedestrian Barricades Mess age Sign and Flashing Beacons ■ S20B Overhead Signs- Lightweight Foundation Details ■ ES -6A Signal and Lighting Standards- Type I Standards and Equipment SIGN ILLUMINATION OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE Numbering ■ ES -6AA Signal Standards- Push Button Posts ■ ES -29 Sign Illumination- Mercury Sign Illumination Equipment ❑ S39 Overhead Signs- Box Beam Closed Truss, Foundation Details ■ ES -613 Lighting Standards- Types 15, 21 and 22 El ES -30 Sign Illumination- 915 mm Fluorescent Sign Illumination ❑ S40A Overhead Signs- Box Beam Closed Truss, Two Post Type Frame ■ ES -6C Lighting Standards- 24.4 m to 48.8 m High Most Light Pole, Equipment Members Foundation Details ■ ES -32A Sign Illumination- Sign Illumination Equipment ❑ S40B Overhead Signs- Box Beam Closed Truss, Single and Two Post ■ ES-6D Lighting Standards- Types 30 and 31 ■ ES -32-B Sign Illumination- Sign Illumination Control Type, General Frame Details ■ ES -6DA Lighting Standards- Type 32 ❑ ES -33 Sign Illumination- Internally Illuminated Street Name Sign ❑ S40C Overhead Signs- Box Beam Closed Truss, Ribbed Sheet Metal ■ ES -6E L i g h t i n g Standards- Types 30 and 3 1 , Base Details CLOSED C I R C U I T TELEVISION Details ❑ ES -6F Lighting Standards- 10 Degree Type ❑ S40D Overhead Signs- Box Beam Closed Truss, Two Post Type, Frame ❑ ES -6H Lighting Standards- 10 Degree Type, Details ❑ RSPES-34ACLOSED CIRCUIT TELEVISION- POLE DETAILS Details ❑ RSP ES-6J SIGNAL AND LIGHTING STANDARDS- CASE I ARM LOADING, ❑ ES -34B Closed Circuit Television- Pole Details- Overhead Sign Mounted ❑ S40E Overhead Signs- Box Beam Closed Truss, Two Post Type, Frame W I N D VELOCITY = 113 km /h, ARM LENGTHS 4. 6 m TO 9. 1 m NEW S T A N D A R D PLANS Juncture Details ❑ ES -6K Signal and Lighting Standards- Case 2 Arm Loading, W ❑ S40F Overhead Signs- Box Beam Closed Truss, Two Post Type, Post Wind V e l o c i t y = 113 km /h, Arm Lengths 6.1 m to 9. 1 m ❑ NSP D75AP I PE INLETS a Details C3 ES -6L Signal and Lighting Standards- Case 3 Arm Loading, ❑ NSP D758 P I PE I NLETS El le Post Type, » S40G Overhead Sig Box Beam Closed Truss, Sin Frame Membe g Wind Ve I oc i ty = * 1 13 km /h, Arm Lengths 4. 6 m to 13.7 m ❑ NSP D75C P I PE INLETS- LADDER, STEP AND TRASH RACK DETAILS El S40H Overhead Signs- Box Beam Closed Truss, Single Post Cantilever, El ES - Signal and Lighting Standards Case 4 Arm Loading, Wind V e l o c i t y = 113-km/h. Arm Lengths 7.6 m to 13.7 m w Frame Details A S B U I L T ■ ES -6MA Signal and Lighting Standards- Case 5 Arm Loading, • S401 Overhead Signs- Box Beam Closed Truss, Single Post Cantilever, _ Wind Velocity = 113 km /h, Arm Lengths 15.2 m to 16.8 m _J Frame Juncture Details ❑ ES -6N Signal and Lighting Standards- Type 40 -0 -129 Contract No. W • S40J Overhead Signs- Box Beam Closed Truss, Single Post Cantilever, II- 166644 2 Post Details ■ ES -60 Signal and Lighting Standards- Case I Arm Loading, • S40K Overhead Signs- Box Beam Closed Truss, Single Post Butterfly, Wind Velocity = 129 km /h, Arm Lengths 7.6 m to 9.1 m Corrections by SHEET 2 O F 2 Frame Details ■ ES - 6P Signal and L i g h t i n g S Case 2 Arm Loading, L. T. HUGHES STANDARD PLANS LIST • S40L Overhead Signs- Box Beam Closed Truss, Single Post Butterfly, Wind Velocity = 129 km /h, Arm Lengths 6.1 m to 9.1 m Date Frame Juncture Details ■ ES -60 Signal and L i g h t i n g Standards- Case 3 Arm Loading, 8-10-99 (July,1997 Edition) Wind V e l o c i t y = 129 km /h, Arm Lengths 6. 1 m to 13. 7 m REVISED DECEMBER 4, 1997 I The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. USERNAME _> FUSER CONTRACT N0. 11'166641 The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. DGN FILE _> SREQUEST 3 As - Guilts b 16664c02 . dqn Dec . 09. 1999 10:49: 34 - - - — dd �� + S_ i E i DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET II SD 5 R67.9/R69.5 10 193 Ctf fC 4 7/10/9 ESS31 REGISTERED CINk ENGINEER DATE AS-BUILT 4/6/98 C. A JO HN SON Contract No. n 56639 11-166644 PLANS APPROVAL DATE # � E,p 6/30/0 i Corrections by City of Encinitas L. T. Hughes 505 South Vulcan Avenue ` CIVIL! Date Encinitas, Ca 92024 -3633 8 -10 -99 Dokken Engineering 3914 Murphy Canyon Road, Suite A -153 San Diego, Ca 92123 (619) 514 -83TT 'The State of Caltfornla or Its officers or ogents shall not be responsible for the oc urocy or completeness of electronic ooples of Ws plan sheet.' 0 r w M j o w W ir V) W W Q Cr 0 x W H o L -4 G -4 D -4 o L - I L -2 U -4 } m G PD -4 Q° o G -I D -2 S -4 � Z Y D- I U -2 HP -4 02 0 U - i PD -2 w = E -4 PD- S =2 ORPHEUS Ave o S -1 HP -2 HP-1 1 E -2 E -1 'ORS' LINE z x - -- N F OR Ir N LINE > rn 0 z 2 0 W • Lg-3' L INE • L9 - 4' L N o E 1g 7 21 m 7 3 9 1 -5' LINE ROUTE 5 716 ca c ROUTE 5 712 713 714 715 716 717 718 7 19 Q X20 721 722 23 724 725 726 ' LB-28 L r o m . L g_ I• LINE NE � z J 0 0 102 PIRAEUS St 10 ac v d s � ,a NE x Z P� s o L -5 F- L -3 G -5 z su G -3 D -5 �- D -3 U -5 ac d U -3 PD -5 o PD -3 S -5 S - 3 HP HP -3 E -5 z E -3 U. o s v W6 0 x W KEY MAP AND LINE INDEX 11-- I NO SCALE K -1 Es \Leu cadl a B I vd \500 \51 1 \As -Bu 1 I is \B 16664D01. DGN JJ 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME '> $USER FORM Dc- o f -92 -PF (REV. 3/98) ORIGINAL SCALE IS IN MiLLIMETERS I I I I I I I I DGN FILE - $REQUESZ CU I 1 275 EA 166641 A - its b10004d01.dgn Dec. 09, 1999 11. 10; 00 002.4 —ST i 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET . t _3 I s NOTES FOR COMPLETE RIGHT OF WAY II SD 5 R67.9/R69.5 II 193 AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE LEGEND etric IL - 7/ 1 0/9 8- � E � REGISTERED ENGINEER DATE � x C. A. ABBREVIATIONS OBLITERATE AC CURVE DATA NUMBER 4/6/98 W N ,. 56639 HP - CALIFORNIA HIGHWAY PATROL City Hof APP ROVAL DATE Enc « E ,� 6/30/0 I C ACOSD - ASPHALT CONCRETE OVERS I DE DRAIN CO D PLANE & MBGR 00F C 505 South Vulcan Avenue ,�lF C1 L Q RPt - RADIUS POINT AC OVERLAY Encinitas, Ca 92024 -3633 t►�� Dokken Engineering STRUCTURAL 3914 Murphy Canyon Road, Suite A -153 AC OVERLAY SECTION San Diego, Ca 9213 (619) 514 -83TT NOTES 'The State of Collfornla or Its of flce rs or ogents slbll not be responsible for the c=raoy or 0 I . FOR D_t K E AND CURB TRANSITIONS ; M 1 sc AC oompleteness of electronic ooples of this plan stet.' >- w SEE CONSTRUCTION DETAIL SHEET C -8 w in w ; ' ,.} - M I NOf -- ,CONMET.E (STAMPED TEXTURE) in r W # ' ` - i ,- _SEE Const DETA I L - S11t C -9 _ _ AS — B UILT ` . I Contract No. X w ,`' f M I NOR CONCRETE (COLORED) 11-166644 i SEt Const DETAIL. Sht C -9 Corrections by p # / ' ` i r A. P. ENV I RONMENTA� LY SENSITIVE AREA ��_- r' �___ Dote - � 8-9-99 ' 1 -5' 714+48. 2 `23. 165 Lt ' 1 -5' 713 +40.2 23. Lt ' I -5' ;'7 13 +92.336 END REMOVE Exist MBGR wm m Beg Sh I d Beg Sh I d TRANSITION Q W o t' Beg REMOVE Ex4 st MBGR END MBGR: SEE DRAINAGE z Y f` , t rf. Beg MBGR DETAIL ShtD- 8 Beg AC D I KE (TYPE F) /� 1 08 MBGR JOIN END AC DIKE (TYPE F) f ' 1 -5' 714 +55. U Exist MBGR 4w z R/W CONFORM TYPE 8M FLARE Beg AC DIKE (TYPE E) END AC D I KE (TYPE E) U� U Beg AC D I KiE (TYPE A) 3 C - -- - - = O fh -- - -------------------- - - - - -- __------ - - - --- N - - - -- C9 rn x - -- N C Wm _ tV _ . -- . _ .. _ _ __ .- _- _ . ___.. _ ...___. _ ...__._ _... ._.._ ..- ____ ._ ._.._: - - _- _- _ - - - -_ .. -_ _ . -- _- ._ -.... ____ _ -_- O SAWCUT 0.9 L N ' w SOUTH BOUND 20.117 Lt 0 1-5* 714 +04.955 2 = W ROUTE 5 "' # 1' 3 - � ' � � L w _ 4660. 85 - - _.. _ _._ ... _ _.. _ -_ -._ ___... _ __ __ __ _ _ _ __ _ ._. _ ._. __ _ 7 4 w z J NORTH BOUND U P U. Q o ac 0 z R/W _ Ku Cc W Q _ U. f r 0 X W ALL DIMENSIONS ARE IN LAYOUT I-- METERS UNLESS OTHERWISE SHOWN SCALE 1v500 L _ Es \L eucad Ia 81 vd \500 \51 I \As -But I is \816664EO1. DGN Aft 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME -> $USER FORM DC- OE -92 -PF (REV. 3/88) ORIGINAL SCALE IS IN MILLIMETERS I I l I I I I I DGN FILE -> $REQUEST CU 11275 EA 166641 mom VIA as- bunts bi 664e01.dgn Dec. 03, 19% 14:25:01 00 Sm DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEET II SD 5 R67.9/R69.5 12 193 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE etric 7/ I 0 /� $ �E� �q CURVE DATA REGISTERED C L ENGINEER DATE z x No R L T C. A y i I 7 23' 23" 775 99.956 50.047 JI��NSMV 2 12' 42' 15' 500 110.865 55.661 PLANS APPROVAL DATE # rvo. 56639 � • ' 300 69. 596 34. 955 C i t y of E n c i n i t a s E,� 6/30/0 I 3 13 1 7 31 505 South Vulcan Avenue 71F CIVIL Encinitas, Ca 92024 -3633 OF CALF 14. 378 Lt ' LB -3' 718 +76. 647 Dokken Engin END MBGR SEE Const DETAIL Sht C - 8 3914 Murphy Canyon Road, Suite A -153 END AC DIKE (TYPE F) San Diego, Ca 92123 (619) 514 -83TT AS Beg AC DIKE (TYPE E) 'The State of Coilfornlo or Its officers or ogents Contract No. 2 18. 9 MBGR shall not be responsible for the accuracy or 11-166644 T Y P E I M F L ARE completeness of electronic copies of this plan sheet." ° Corrections by ; w L.T. HUGHES } _ ; 14.2 Lt LO -3 718 +57`.747 In r ' f _ Date END RW - ° w fr �.� 8 -10 -99 - w ` ,- _ END TYPE 7B Conc BARRIER 13. 2 Lt LB _ 3' 718 +84. 247 w ! _1 �° , _ !! Jt' `$ AC DJ KE (TYPE F )' END AC I KE (TYPE ) eg D E Be MB Be AC DIKE (TYPE A) 10.8 Lt ' L -3�_" 7I 8 +57. 74 EC: 7.2 Lt «LB -3' 718+87.434 �- ' LB -3' 717 +76. 574 13C END ER N TAP -...`` jl . . ` END SAWCUT " LB -3' 717 +68 i 2 LB 3 718+89.620 13.08$'`Lt " - LB -3' l l �*40 -= - - I 7 Irr CROSSOVER I 3.62 Lt -Beg TAPER , END ;TAPER AREA FO E A } B� C+4P_.E�IFbRCEMEI�fi #�� END` CHP EN RCM ��AR \ r ._ « f jf idf}A£D ��C- _.(TYPE `A) s 15 t -`+ ;' 3 t - 715 +40 OT= , � �. �'� 3. 03 tt._-B RW I SEE RW PLANS B -3 I S 3 t - C o r r L B 3 _ -�, 0 s9 TAPER - � m m �'` ` !' 20.1 1 7 Lt " 1- 715+40' POT . ,' + �� - - Beg y TYPE 27 Conc BARRIER -1 Beg « « + 3.t Lt LB 16 41.74 14. 244 Lt L13 3� _7f $ 01 _ -- ----- -- Z w ��' ' L - 716+ 14 Beg TAPER END E t.. i ` N TAPER r -D Y � ACOSD - .. - - --- v� W t - ' + - 7. 477 Lt LB - 717 +56. 236 BC -� 1!­5 Tt5 90 - -- ► 7.5 EXTEND I rr � I � ' CROSSOV 2 SAWCUT -- ----------- - - - - -- - 9 -- - __._. Q - -- - - - - -- -- �. _ 2 ..._......... ..L .. 2 �- _. _ -_- _ _ IL W --� o v 716 i .554 Lt' LB -3' 7 17 +79. 036 2 v ' LB -3' 718 +87. 439 EC 0. 9 Beg SAWCUT 27.1 1 7 Lt ' I -5' 718+15. 146 POT= w re; 20. 1 1 7 Lt ' 1 -5' 715 +85. 002 6 1� 23. 165 Lt 1 -5 718 +38 _ " LB -3' 7 18+ 15. 270 POT COLD PLANE & END AC D I KE (TYPE E) W ROUTE 5 23.165 Lt " I -5' Beg AC DIKE (TYPE E) AC OVERLAY __.__.._._END.. Sh..l d.__._____ ___ __ ___._ _______ 0 2 _ B� Sh C f;t _ -_.. _ _.____. _ ....._._ ..__-- ._._.___._ __ _ _._.__ ____..__. __._._._ - _ _._ ___ _. -,_ -_- _------ . -_ .___ ____. _ __ _ ____ _-------- _ - -__ -_ _ _._..- ___ ._ - __ _ . � .. (-24 -_ate) - INFORM �_ _ 4660.85 _ w 1- Ln -7t6 __ -Z7, -i I7t- ..___1 5 - 717 D0,87t PDT - _,_�7. _ __._ -_ _ 7t$ '� w w _ .. _ _ .... _ . -. ___.._ . _ ._ __.__ ._ L$ -2 - _ 7 - 7 +£) 1 :.) 70 POT 23 165 Rte i - 7 1 +0 = z - . __. _ . _ _. _ _ _ _ _ __ _ _ ._ . _ _ . _ ____ _ 20: i 17 R ' I -5' 716+29.3 23. 165 Rt ' I -5' Beg AC DIKE (TYPE E) AC OVERLAY /END AC DIKE (TYPE E) N Beg Shld v (20 mm) END Shld Beg AC DIKE (TYPE A) -� 20.117 Rt ' 1 -5' 715+86.948 w 2 I. 2 Lt ' LB -2' Beg Sh I d ° CONFORM 3.6 Lt" LB -2' 718 +68. 23$ SAWCUT 0. 9 r�i 'LB-20 718 +32. 238 EC ND TAPER tn o v 0. 9 E _.. _ _Beg TAPER N C w__....T _ ._._.____ __.__.._... ._._. _......._. __ _ __ _____ ___ ._ _ ._ __ _ _.__ __ _ _ _� �T _.,. __ _._ - _4. 26: �-- - -- - - -- - - - -- .z_ � ....__- ._SM . iE - MAINTENANCE - Z o 1136 143. 880 ` 3 3 5 20.7 MBGR VEHICLE .j TYPE 8M FLARE a `c`v ,,•� - -__ PULLOUT = Cc _ - -- -- ---- L - 3 _� 20. 1 17 Rt I-5 16 18. 761 POT _ t F • {�B -2' 71-6+ 761 POT -- R t t f 23. 165 Rf . ' I -5' 7 I +83.9 I ;' 3. 6- Rt LB -2 717 +46 _ - - -____ _ '� _ ___ Be TAPE ,B W R _ I 38 0 18. 9 MBGR 9 7. 2 �t • ,� 2' 7 8 +32 2 _._ TYPE IM-FL ARE : • 't 715 +76 --� j J _.... ,' LB 2 __ 7 17 +62. 641 r , C R/W Beg TAPER ' " I - 715+57. �` END MBGR # / _ -2' t - 7 4 _82 - 2 -.. t LB 2 7 I END A (TYPE A) L,, - _END A C DIKE (T Y�E ��_,� - , , � -- --���_ _ _ _ - - z Beg MBGR SEE Const DETAIL ,_- P _ - Be AC - DIKE (TYPE' :. _ eg : - ' END TA ER ac Sht.0 -8 9 _ f r e END AC DIKE (TYP E y t � T ��-, 718 +55. B� MBGR _ 6 �' _ - # SEE Coast flETA l L Sht C -8 s Beg AC DIKE (T , F) - j CID i END AC PE ) i Rt LtB _r v - � � E f - - --t _ I -5' f 549 5 i 8 _ 3. 65 - I (�Y r� D TAPER,. � � B AC , b i lfiYPE � )� 7 I.8. ±68. 238 EN 0 Beg Sh - x W Beg AC DIKE (TYPE -E) ' LB -2' 718 +75.8 LAYOUT � CONFORM ALL DIMENSIONS ARE IN END AC DIKE (TYPE F) METERS UNLESS OTHERWISE SHOWN Beg AC DIKE (TYPE A) SCALE I :500 L -2 Es \Leucad I a B I vd\ 500 \51 1 \As -Bu 1 I is \616664E02. DGN MR 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME - $USER F O RM DC- OE -92 -PF (REV. 3/88) ORIGINAL SCALE IS IN MiLLIMETERS I 1 I 1 1 1 l 1 1 DGN FILE -> $REQUEST CU I 1 275 E q 16664 I ... as- bunts b1 4e02.dgn Dec. 03, 1999 14: 25: 04 00 24 _Sr I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL accuracy or A II SD 5 R67.9/R69.5 13 193 CCO X27 TOTAL PROJECT NO. SHEET NOTE: FOR COMPLETE RIGHT OF WAY 13.2 Lt " LB-30 719+68.366 Contract No. A20. 7 MBGR AND ACCURATE ACCESS DATA, SEE RIGHT END Sh I d 11 -166644 OF WAY RECORD MAPS AT DISTRICT OFFICE. END AC DIKE (TYPE E) Corrections by 'LB-30 719+87.309 POT= TYPE 8M FLARE etrfc 7/10/9 + END A2 1 50 CURB L. T. HUGHES + _____ -- R/W REGISTERED C L ENGINEER DATE S A 'LB-31 719+08 Date LB" 99 34. 83 I POT - ___ ____ 8 -10 -99 x ACOSD _ _ _ - - -- - - -- ________`- ------- - - - - -- �y I 4 t !LB-3 I + 14 MAT ' LB 4" 719 +79. 745 POT __ _ ____________ " C.A. JOHNSON Cy 'LB' 99 +38. 327 POT 0 4/6/98 � � - / END CL-1.8 FENCE �! L ENE I Const (BY OTHERS) PLANS APPROVAL DATE No. 56639 ■ + s S EE 8. 4 Lt ' LB -4' 720 +06.071 E /30/01 1 2 Lt= B -3 719 ;� /, S.J rn S HEET - R e Sh I d r - ---- - - - -__ City of Encinitas ML END AC DIKE (TYPE A) ar L , END A2 150 CU B B g Q- _ _S89_ 14 _13 E____ 505 South Vulcan Avenue C Beg Af, D I KE _ 41 v > ,`' Beg AC DIKE (TYPE E) Z ______ -__ - -- Encinitas, Ca 92024 -3633 OF C►�-� �' "`�• `dr�sfi Ease t ;�r' , , .c� SEE COLD PLANE ' LBE' LINE --- - - -__ __ _ ___ - ;.� % r 4 .r r rj 9 `I -_ Dokken En gineerin g • ``ts,, •,- f i r DETAIL Sht C -7 9 0` - � 3914 Murphy Canyon Road, Suite A -153 ' SLOPE ` -� �- --••'� �! ` c ; ' B -4' 720+ 1 9 C� _ LEUCAD A B f Vd San Diego, Ca 92123 -- -__ = (619) 514 -83TT ' Ease •_.' - I ,. �� �,�� 27 Irr CROSSOVEt -- ° q - -- - --- - -- - 'The State of Collfornla or Its officers or agents tVTENANC V H I CLE ------------- ----------- - N . - - --•'• �, ", i 1 i ~? `` -�- the .'•- ••' °�R / W : -� , 1` v„ PU LLOUT --- OU T.. R / W stall not be responsl ble for _�. 2 R /W completeness of electronk copies of tNs plan sheet.' -f- t' N LB -4' 721+94.441 441 EC (n 3 - - �' 7. 2 Lt Beg TAPER 3.6 Lt 'LB-40 721+98 can) m j o - - _ - °w C _ - °p + 27.1 17 - _ END TAPER - 722+22.449 POT= w Lt I 5 7 70 - - - > ♦ °p - - - __- " B -4' 7 " LB -4" 722 +22 152 POT ___- 2 I +34. 190 BC 0 0 R/W (TYPE E) END Sh i d w Q F - _ _ - -__ _, - D AC DIKE 23. 165 Lt I 5' EN rr oZ�i 3 ; ; T -_._. " gg• g70 2 • _ 3 1 . 2 Rt ' LB -4' END Sh I d Q - SEE COLD PLANE / .,5 8 �• 5 - - - - -- r O DETAIL Sht C -7 ij. t ° ,- C1 ______ -3 co _- - - - -- - - -- LB- 3'` +65.3 - - v_ . END Sh I d 21 - - -__ 4 Rt 4 + -- - -- - - - - -- C t 7{ _ - - - - - -- Beg A2 -200 CURB ! ;` , ' Beg Sh I d Beg A2 -200 CURB 2 - -- -- -- I5.5 Lt LB 99 55.467 3 - 1 °m � 0 1-5! 719+20 + '- -- �o m 23. 165 Lt Beg AC DIKE (TYPE A) Q w W � Beg TYPE 26 Conc BARRIER • LB -4" 720 +9 I - '__________ _ N 46/3111W _ Z _y _. - - - -- - f w i J I. 3 R t ' L0' 99 +62. c :, -, 8 • �o U 888 . r END A2 -200 CURB 3 6 Rt LB -4 720 +55 Beg t AC D I K E (TYPE E 00 --� Beg TYPE 26 Conc BARRIER o t ! -�, Beg TAPER , Beg Sh1d CONFORM - BB 14 0 t B' 99+ 698 + COLD PLANE & COLD PLANE & w 1 1. 8 Rt 'LBO 99+60.288 m j 0 1-5 1 719 +50 23. 165 t I - 720 40 0. 6 Lt ' LB- 1 ' 721 +4 I w END A2 -200 CURB / END AC DIKE (TYPE A) AC OVERLAY AC OVERLAY _ 32 Irr CROSSOVER ( 20 mm) END SHLD �> N + 1�$ 1 724 3✓� $Q3 _. , <. x.� 1) t N N BS . 8 L S ' .. � o _ .. __ .. _._._� _ . Pik_ ...9 9 + 66-,- 3 �-4 - __..._k .__ _ -_ ___ _ _ _.__ _ . . ._. � -R ©�T E � N ■ ■ A mw W 4660 .851 - W 4660. 85 1 - PN ._1.00 _ 33._223 t 1 =. 6_ R.t__::'_ L6- I _ _ __ __2 ._ l _._. -. - _ _ _ _ 722._.._ _ _ _ w N __ 72.0...... + 72 } x - -- __ -E -B- -1 1: 8 R# _ __ o n ______1 +00 _P T_ _ -____ __�__....- .... _ 720 - _33..546. EC..... _._._. _.__.. _ -.- _._.1_, 6._.t- .._.._LB t 727 +26 721 40-. 52Q w w }`i " 1 -5" 719 +67.24 1 POT LB- I " 72 I +00 Beg B4 CURB END TAPER END B4 CURB 0. 9 Lt ' LB- I' 721+70.509 RPt o LB- I' 722+19.781 EC z LB 100 +36.288 m END TYPE 27B Conc BARRIER - ' 1 -5' 719 +42 v' EB 14.0 Lt ' LB' 100 +29. 774 3. 165 Rt ' 1 -5' 720 +83.4 1. 2 Lt " LB- 1 ' 721 +22 END AC DIKE 3.6 Rt ' LB -1 ' 722+ 19. 781 EC Z_ -� 32 Irr CROSSOVER ° i Beg TAPER (TYPE E) 3 4 J Z n ' ! 14.0 Lt ' LB' END AC DIKE (TYPE A) END Sh I d END TAPER N = :,' .____.__.. 1.00 +38. 00+3a.690 _Bec,} A2 -200- CURB___ _.Be9._.ACD I KE_ (.TYPE _..E)_...._ Rt f - _ o 100+43.627 `' ----- - - - - -- ;-- ------------ - - - - -- - - -- Sh I d -- ONFORM ------- - -_ C -_- �:.. -_ -,M 7 2 N 1 4° 47' 45' W END TYPE 26 15.5 Lt 100. 0 19 U Q L - ~ ' LB IF LINE - - - - - a Conc BARRIER 100+36.206 END TYPE 26 a 37.9$3 _ __--------------- 1 1 . 8 Rt LB Conc BARRIER - t �� - _ - - - -- -F 100 +45. 201 • + 7• W v:.. - 6 - - -_- Lt P I P N L B- ` N 1 39 3 .7 2-x: - _ RAM _ Beg A2 -200 CURB r 1 /END = .__. _ 722 +28.6�f3 r A2 200 CURB h - J # ' ` Beg Sh I d Beg AC DIKE I :. _..��- .__��� __ = -�.� " - - "_ -� '_. -_ _ _.__ - -- �, _ ___ � ^__ --_ __-- .o ■ LB-1 721 +85 END TAPER 4. 2 Lt ' LB -2' 719+35.307 END f° (TYPE E) `�' 3 - - -'.p 2 R/W a' ACOSD END CHP ENFORCEMENT AREA o z A2 -200 CURB f �f %' 18. 9 MBGR�6 -2 END Sh I d !v TYKE I Y __ 9. 2 Rt ' LB -1 • 720 +51 78 . I -- rn _ 68.826 N 1 4' 40 W 103 - -... � _-R /W One __ LB - 719 +30 4,,� ,• 3- b -_ Beg TAPER oc 19 I CROSS- A _ 102 RAEUS St ' P I ' 102 +45.049 EC ��Y A LB- I 719 +87 ° d OVER -� _ 'O� _ - - 5 • 27 Irr CROSSOVER _ __e. _. a � �aC .. � - 2 1- • PI _.. W3± 13. 875 POT x • 3 s T~ 5. 534 Rt LB- I 721+69.786 (O 6 2 Q ' P I' 100 +52 Q Beg REMOVE BC �- Ex 1st FENCE _ - 1 10. 315 Rt " LB -1 ' 721+64 R/W Beg TAPER - N mi R/W , 6 _. • 7 1 1. 248 Rt ' LB -1 N 721 +34 2.4 Lt P 101+15.781 Be TAPER END TAPER d R/W ' ` 25 23 " 2. 4 Lt 8 1 3 1 9 100+94.133 133 BC Beg TAPER @0) 9. 327 Rt LB- I 721 + 25 CURVE DATA 3 N �/W Q R L T �- - Beg CHIP ENFORCEMENT AREA ■ 2 " LB -1 ' 719 +99. 645 I 73° 42'07 25 32.159 18.737 SAWCUT Beg TYPE 276 Conc BARRIER 9.840 Rt 'Pi' 101 +64.843 • 2 10° 19' 38" 617.388 III . 28 I 55.791 F I t B 2 2:" ` �. END AC DIKE (TYPE E) END AC DIKE ( TYPE A) a 719 +31.74 END Sh I d -,,,) , f ' LB -2' 7� 9 +54. 142 POT= CONFORM 3 3 914.4 60.251 30.136 �r� 1 • S88 38 16W 20. 609 1.87 Lt PI 101 +28 4 2' 51' 52' 1000 49. 995 25. 003 ' o END AC_ .D- -1 E (TAPE A ,, „ LB 100 +86. 860 POT Be TYPE A - 150 `:CUR v-► ; /j " ' P I ' 100 +00 POT= 1 -8. 222 Rt '4P I ' 100 +76. 3 END REMOVE P� 101+36-6-119 Be Sh I d - Beg "` �`'�' ' ` ' Be AC DIKE (TYPE A) Exist FENCE END TAPER 5 187"33' 9. 8 32. 081 1 One 12. 954 _ - R+ ' L B' ' " m • ' ' �` " + 416 POT It , LB 100 88. g Be AC DIKE (TYPE E) I 0 I +08. 284 ° t' ' � ;; ; 14 B' 104+01.917 RAISED MEDIAN g 6 2 52 I 0 994. 466 49. 804 24. 907 ° END TYPE .,A3-150": ttft "'' �� %� Beg t TYPE G CURB Mod SEE Const DETAIL Sht C -2 P I ' 101+33. 768 BC 9 x B' 101 501 R ;; 683 Rt 'LB* 100+90,421 OT= MINOR CONCRETE (STAMPED TEXTURE) ALL DIMENSIONS ARE I N LAYO I- Const (BY 0 HERS); 1 / , , ;; ; 9 +40. 90 'LBE' POT 17.849 Rt ' P I' 100+68.748 METERS UNLESS OTHERWISE SHOWN SCALE Is 500 v " LB -1 719 +79.036 POT= END TYPE G CURB Mod - MATCH LINE RIGHT 'P1' 100 +60.732 POT L -$ FOR REDUCED PLANS 0 20 40 60 80 i00 USERNAME -> $USER FORM DC- OE -92 -PF (REV. 3/ee) ORIGINAL SCALE IS IN- WLiMETERS I I 1 I I 1 l 1 I DGN FILE _> $REQUEST CU 1 1 275 EA 166641 as-bL41ts b i 4e 3. dgn Dec. 03, 19N 14:25:09 { I , DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL ` TOTAL PROJECT NO. SHEET II SD 5 R67.9/R69.5 14 193 NOTES FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT SAWCUT + } s, Beg TAPER etrfc 7/10/9 OF WAY MAPS AT DISTRICT OFFICE. Beg AC DIKE (TYPE A) E �'q! REGISTERED Clk ENGINEER DATE n ; - CONFORM X 6.67 Rt r + ; `� r + 4 /-6 /�J 8 w C. A. JOHNSON _ 96 70 POT 6 Beg AC I K ( A) ! LB PLANS APPROVAL DATE 'c No. 56 %9 CONFORM I City of Encinitas E, 6/30 0 r ` 505 South Vu Avenue 71F CIVIL Encinitas, Ca 92024 -3633 C�L� Dokken Engineering + - 3914 Murphy Canyon Road, Suite A - 153 `: ' fn i San Diego, Cc 92123 (619) 514 -83TT AS-BUILT MINOR CONCRETE 'The State of Cailfornla or Its officers or agents Contract No. 4 (STAMPED TEXTURE) I 1 - 1 66644 ' AI not be responsible for the accuracy or Corrections by ', � R/W completeness of electronic copies of tN plan sheet! Li L. T. HUGHES r (/) Date ' " ' m > 8-10-99 R ; SAWCUT ° w +70. 448 BC LB 97 CURVE DATA in > NO R L T w Q Slope Ease 11 65 Lt B" + 448 C ° 1 14 36' 327 82.431 41.435 " Rt r + 4 ; , 2 6 16' 16' 368. 51 7 40.334 20.187 6.67 o END AC DIKE (TYPE A) ! R/W �, { 32.2 MBGR M ! ® TYPE 8M FLARE Beg TYPE G CURB Mod ; r ! �: 12. 480 Lt *LBO 98 +09. 342 PRC " Rt 97+ ! 5 '_ END TAPER ° } �, Beg RW 2 ! END AC DIKE (TYPE A) CCO *7 W m m CCO *31 SEE RW PLANS ; Q W o PIPE GUARDRAIL Beg TYPE G CURB Mod W Z Y ' ' '. 5.642 Lt "EO" 10 +22.588 EC .076 _ --- 1 Rt "LB" 98.280 - Q W = Beg I . 5 SW i END TYPE G CURB Mod U U i - ' 7.142 Lt ' EO" 10+ 6: Const F 2 i Beg AC DIKE ( TYPE A)_ ' EOt 10 +00 POT= Ease r� , 5.500 Rt 8 110 8 10+1`9.88 $ ` , BC Beg TYPE G CURB Mod 4 ' {, LB" 98 +26.82 P ' - ' � CCO2 I -- Seg AC D i KE! (fiYPE A) ', R/W 37.25 I I i I I Rt " 9 + j ; , ti�� 5`t 5$0 Rt ' Eb' ':10 +22. 55 I` _ f` '� 1 ti 1 /'. CCO *21 END RW 2 Beg TAPER cn , X --- 8.803 Lt "ORS' 101+01.607 ' '* ' 3,;759 . Rt'" 0 +30.076 > EN PE G CURB Mod s6 END TAPER �Ve END AC DIKE (TYPE A) TYPE B - CURB z' ' Al , z END 1.5 SW' "�0 SLE COLD L E SEE Const DETAIL I ~ ^s • L1N I DETAIL Sht Cj7 00 � �' i '; � '' :�_ ._, , � SHEET C -6 23.935 Lt ORS 100 +68.9 9 1 { �. ; `� _ - -- -_ - , 30 • w I ; _ i 03 W R/W s 15 o CONFORM I t ti } , 17.584 Lt ' -ORS' 10047 I 4q2 CONFORM " , - ` 618 Lt d `- SAWCUT. : - 3. 9. 367 : i ' . 10 +4 i "{ a 14.718 Lt • OILS 100' �*64. SAWC T + i 9 _ I K (TYPE A) � _. � � ) .. END AC D ? Beg AC DIKE (TYPE A) t - _ - - - s CUT7 k. W F _ 0 , j SA CO - �_- _ r Nr O vmt 4 3 7- 872 CO 6, : ; + ND P = 9. : Lt ORS 100 32. 627 E o RANSPLANT PALM 759 Rt E4 r I0 + 49. 367 =CONFORM - - 'i 1 f T' -- ' AV8 � � _ �:-�: kj '� SEE" Sht HP -4 FOR LOCATIONS t X01.- t END AC D I KE (TYPE . - A) �, 5# , • ' _ o C 2 _ 2 � � L X98 +5 � - =CONFORM ' ORS" 1`.01 +24 24-9 POT C 0 I� 50.969 Lt " 98 +24.033 Z _ .. = ORPHEUS + X T ,. - - , V@ `- __ ___ C f � " LB" 98 +65. 582 POT s _ Beg REMOVE ' Ex i st FENCE `; r ORS -- 00 ±00 POT _. -___ !F �: 6. ORN 200+22,, 864 Cc i �- _.__- _ _. �- ..L l + 95 L _ YPE URB Mod _ END T G e � _ _ r- . 6 7 R N' - 20�* - 9 5. 306 - 6 959 Lt N" 00426. 603 _ - N E P01 NT.__ 923 Lt 'ORN" ~ 325 C Beg TAPER 7 0 * 6 \ _ �- _ 200 +36 1 AT 4.7 Lt " ORN' 201+6 Ol �z 3.236 Rt "ORS' 100 +32. 627 R/W - ___ z. - - o _ w END REMOVE Exi F NC NSTA L 10' WIDE .0 END TAPER AN C 1­1 CONFORMS. 032 Rt 'ORS' 1'00 +49. 848 R/W s s Beg A2 -150 CURB -- 7 �� - iNCUT W o CONCRETE DRI VEWAY" (CONTIGUOUS - SIDEWALK) "OR48 200 +00 POT= '� W ;: SEE Const DETAIL SHEET C -7 ♦ if R/W !: i LB 98 65. 920 POT �� _ G�NCRETE DR I VtWAY1 7 6 R/W • : 22 REMOVE Ex °f MBGi f ORN 201 + 60 POT Q Q, M R/W - `1CONT I GUOUS 5 DEWALK)- r o I ' 99 REMOVE Ex�'ist . :f ENCE.` _ 7 w c - SAWCU-T1 3. (� Rt ORN 2-01+39.3 02 1.4 Rt ' ORN` 201+43.627 ' r + �` t �V END REMOVE Exist FENCE 19. �5 I Rt LB 98+92.715 v- t R/'W ND TAPER C O cD 17 REMOVE Exl t+ FENCE END CL- I. 8 FENCE - 1. 8 Beg CL FENCE _ _ .. _Cerro Ease` { 4 -04 .Pt ' ORN` 200 +88. 642 . i - MATCH L i NE ` �'' Beg TAPER 5.54 Rt ORN 200 +88.642 ' SEE SHEE Beg REMOVE Exist FENCE W T L- 3 Beg A2- 150 CURB X 9 Be CL-I. 8 FENCE AL DIMENSIONS ARE IN L A Y O U T ac END SW METERS UNLESS OTHERWISE SHOWN SCALE 1 :500 ds Es \Leucadla Blvd\ 500 \511 \As -But its \B16664E04.DGN JH 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME '� (USER FORM DC OE - 92 - PF (REV. 3/88) ORIGINAL SCALE IS iN I ILLNETERS I 1 r t I I 1 > I DGN FILE -> $REQUEST CU 1 1275 EA 166641 as- builts bi 4e 4.dgn =_. 03 1999 f4: 21 la 60 24 - 1 } i DIST COUNTY ROUTE KILOMETER POST SHEE TOTAL TOTAL PROJECT NO. SHEET • II SD 5 R657. 9/R69.5 15 193 NOTES FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE erric 7/ 1 0/9 ES�� REGISTERED C L ENGINEER DATE _ AS -BUILT 4/6/98 � C. A. � n Contract No. PLANS APPROVAL DATE 11 - 1 66644 41 E „� 6/30/0 I 56639 Corrections by 505 South n Vulcan SAvenue ,� CIVIL �! F L. T. HUGHES Encinitas, Ca 92024 -3633 OF Cry► -`� Date 8- 10-99 Dokken Engineering 3914 Murphy Canyon Road, Suite A -153 San Diego, Ca 92123 (619) 514 -83TT `The State of Callfornla or Its offlcers or agents shall not be rwponslble for the =urary or LB -4 723+04.5 POT = completeness of electronic ooples of this plan sheet. 20.1 1 7 Lt ' 1 -5' 723+04.561 POT V) m W w 23. 165 Lt 8 1 - 5 8 723 +39 404 w � R/W END Shld TRANSITION o ACOSD -_ 8 1-5m 723+41 49 MBGR 8 END AC DIKE (TYPE E) 25 REMOVE Exist MBGR - - Beg AC DIKE (TYPE F) - Be 23. 165 Lt ' 1 -5' 723 +90 r Sh I d - -- _ -_ END 0 1 END AC D I K E (TYPE F) Q - CON w --n... - FORM -' z w R/W ORPHEUS Ave -,�._ C' V _ to 0 ClY L8 Q • L I N E M N - - ~ 1 10.1 19 72 3 0. 9 SAWCUT w 2 20. 1 17 Lt ' 1 -5' 723 +36.370 SOUTH BOUND x - -- in W 0. 9 W S �.�.�,.�.- ..�...- ,.�_,.� r._,_ __._..._.._.._ O Q_ �_. xL�__._.__.�....1_.,5_...._3�22 — _ _ 4660.851 - 724 -725 U) - - _ 723 - _ _ - 26 O W _... - z 20.117 Rt 9 1-5 9 722+74.800 20.117 Rt ' 1 -5' 724+54.834 co 2 NORTH BOUND o 0.9 = 723 0 . 9 K ' SAWCUT '�t� - as ^..�zs"-_aiv_. - s - .tL_ , ': �:.�”- x.:^. -.Y. _. -._ __ � SY.v'L ;�S.TC's: `-- _V•.:.�. _ . W 1 00.019 - a ------------------ - - - - - -- ----------------------------------------- - - - -- -------------------------------- - - - - - -- F - ----------- ------------- ---- - 23� 165 Rt " I -5 725 +20 o - *L1 LINE END Sh Id F_ - 23 165 Rt ' 1 -5 724 +67. 460 JR - LB - I' 723+ 19. 801 POT= END AC DIKE (TYPE E) ac _ END Shld AN CONFORM oc 20.1 17 Rt ' 1 -5' 723+ 19. 801 POT ds P [RAEUS __ -- _ -_ -- ac R ­ /W _ 1 _ j i - Cc ac W • t Z Cc s v WL 0 X � ALL DIMENSIONS ARE IN LAYOUT METERS UNLESS OTHERWISE SHOWN SCALE 11500 L _ 5 Es Ueucod I o B I vd \500 \51 1 \As -Bu 1 I is \B 16664E05. DGN MR 12/03/99 FOR REDUCED PLANS 0 20 40 60 80 100 USERNAME '> $USER FORM DC OE - 92 - PF (REV. 3/88) ORIGINAL SCALE IS IN MILLIMETERS >I t i 1 1 I 1 l 1 1 DGN FILE -> $REQUEST CU I 1 275 E 166641 m -bu i is b 16664e05. dgn Dec. 03, 1999 14: 25: 17 ©o�y - s= i NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText