Loading...
27T ___ ..., /J`UN O'cT ft� INDEX OF SHEETS SHEET N° I Title Sheet 2 Typical Sections 3 -5 Drainage Details 6 Plan 8 Profile 9-10 Shoofly Layout II -12 Intersection Design Standard Drawings 104 - 2,110,120,124 - 1,128 -1, 101- 2,143 -I, 141 - 1,145 -1, 200 -1, 218, 220 - 1,222 -I, 223 -1, 224 -1, 400, 405 BRIDGE PLANS. 1 -10 San Marcos Road Underpass. (S.R No 89). TO BE CONSTRUCTED Type "E" P.C.C. Curb Type "C" P.C.C. Gurb A.C. Dike Preparation of subgrade 81 paving of streets shown thus. STANDARD DRAWING LEGEND 200-1 200-1 200-1 COUNTY OF SAN DIEGO, CALIFORNIA 1 SURVEYOR—ROAD DEPARTMENT PLANS FOR CONSTRUCTION ON SAN MARCOS ROAD (A- 23) R.S. 1788 from I I S.D. 5 to I I S.D. 5 Freeway in Encinitas, ' \ \ 0.320 � ^ OCIAN310K mile. l . CARL!LA O N A ST. J ►, r W W ,Ty N OC LUZ C F1 RIVERSIDE COUNTY RA IN qOW V _ ONSALL �( \ t ' \ \ SAN LUIS R {Y � ^ OCIAN310K VIlTR l . CARL!LA O �L I AA SAN AMC N S.ylr l + LEUCADIA c IVENNA' C[NTCR O CAROIF = SGLANA BEACH T y DE MAR l l c I MIRA AR JI N PACIFIC BEACH MISSION !EACH M OCEAN DEACN 1 1 1 SA? CROSSING CORONA O JULIAN BANNER RAMON ' I M E1 R A ,�� • � c O V LLECITO ►, r W W ,Ty N OC LUZ C F1 RIVERSIDE COUNTY RA IN qOW PROJECT LOCATION i1 AS BUILT" REVISION! CONSTRUCTION COMPLET _S-/O_- APPROVED: ,j DATE to_�,ra -i# �,lr... - of X LL v► F; PLANS PREPARED BY SURVEYOR � ROAD DEPARTMENT COUNTY OF SAN DIEGO Approved. 19_�L By: ",a Vim Chairman Sooro of Sup isors Approved Aug P-3 19 B y County Surveyor and/ Rood Commissioner R.E.8091 REAL I w FI LE� 132 —I CoNSi: RLANS BE ', aF Rs S. 1788' � , ONSALL �( \ t ' \ \ SAN LUIS R {Y � ^ OCIAN310K VIlTR l . CARL!LA �L I AA SAN AMC D.•� $ ►RINGS S.ylr l + LEUCADIA ENCINITAS IVENNA' C[NTCR O CAROIF J RANCHO SANTA PC SGLANA BEACH T y DE MAR l l I MIRA AR JI LA JOLLA I PACIFIC BEACH MISSION !EACH \I OCEAN DEACN 1 1 1 SA? CROSSING CORONA O JULIAN BANNER RAMON ' I M E1 R A ,�� • OCECN c PROJECT LOCATION i1 AS BUILT" REVISION! CONSTRUCTION COMPLET _S-/O_- APPROVED: ,j DATE to_�,ra -i# �,lr... - of X LL v► F; PLANS PREPARED BY SURVEYOR � ROAD DEPARTMENT COUNTY OF SAN DIEGO Approved. 19_�L By: ",a Vim Chairman Sooro of Sup isors Approved Aug P-3 19 B y County Surveyor and/ Rood Commissioner R.E.8091 REAL I w FI LE� 132 —I CoNSi: RLANS BE ', aF Rs S. 1788' � , PALOMAR MOUNTAIN R NCON WARNER SPRINGS 1 D.•� $ ►RINGS S.ylr DIEGO IHD VALLEY VOMN tORRW0 C[NTCR MESA ORANOL SANTA TNC NARROWS SCONOIOO YSA {EL AN PPSQUAL WITCH h'YN LA SCISSORS I L+ C � LEN CROSSING JULIAN BANNER RAMON COUNTY c V LLECITO PC AY � 0 LAHCSIDL GUATAY MOUNT LAGUNA [ill SArvT[C � ESCAN50 ALPINE PINE �A OSTONIA VALLEY yy tl C ON DtH LLA O LA MLSA ON T PAIN& VALLEY H C p JAMUL LTIO AL CITY VAAR BOU LEVARD I CNULA ISTA OLLZUPP PALM CI Y SAN Y TLCA =E IOPO ME-/,IC 0 PCTREPO CAMPO JACUMOA ' ar,9 - - a —� PROJECT LOCATION i1 AS BUILT" REVISION! CONSTRUCTION COMPLET _S-/O_- APPROVED: ,j DATE to_�,ra -i# �,lr... - of X LL v► F; PLANS PREPARED BY SURVEYOR � ROAD DEPARTMENT COUNTY OF SAN DIEGO Approved. 19_�L By: ",a Vim Chairman Sooro of Sup isors Approved Aug P-3 19 B y County Surveyor and/ Rood Commissioner R.E.8091 REAL I w FI LE� 132 —I CoNSi: RLANS BE ', aF Rs S. 1788' � , RI 3' Vow 4't68 L 39' Vol-. 39'tb 43' Var. 28'to 32' Var. 28'to32' Var. 24'to 36' — / Type "A" dike. Dw9. 200 -1 ° _Vor. Vor. 24'to 26' TyPe •C "curbs. Owy. 200-/ O. /7A.C. 0.33 A. 8. SAN MARCOS ROAD TYPICAL SECT /ON Sta. 7t 00 to Sta. /9+ 04 No Sco% i 'ey 4' 4' �T r oe "E "curb / 200 -1 2� e / L—� Prof /e grade 2 �o n SAN MARCOS ROAD TYP ICAL SECT /ON Sta. 4 *50 to Sta. 7 t 00 A/o Sco% L � 0.21'A. C. _1.33 'A. B. . � a .. l . r-1 '� ' a •.� y • .. L E It '+i �. �- E R� i _�— 8' _ s' a 54 y 1 , _ 8' _ _ 15' r n COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD(A -23) from II S.D. 5 to I I S.D. 5 Freeway ENCINITAS R.S 1788 -* TYPICAL SECTIONS_.. - -.._ Sheet_2_of1,ZSheets Scale: Hor. Alb Alt' Vert. VV,O,# 3 -1848 F.B.!• Constr. Compl. Da Recommended by: Date T- Zr- L S D a t e19 -45 Approved by: }- �/ } i Al- i Date�lt� COUNTY SURVE o o 0R .c.E. 8091 COORDINATE INDEX 322 1679 322 N. 1681 E Constr. Compl. Dat 5//0,16 As Built Rev- 6j.1J�/Gry REVISIONS No. Description By I Approved I Date 0 I Nu ww w eerb -loom AW4 rbeetee IlAIt 33' - 8' L L 0.2/A.C. _ VULCAN AVE. 0.33A.8. 0 4 0' 32' LL 0.2/ A. 0. 0.33'A$. ,e 4' 4' S 3b ° 0 24' TYPICAL SECTION - -p Sta. 0 +00 to Sta. 7 +00 R.S. 867) E Oki E R -f b�,iwle -Neil, --PART 8F T GOPIT-RAGT-) Sta.7 +00 to 13 +2 5 (R.S.867) 0 (CONSTRUCT NEW SECTION SEE 20'SCALE SHEET NO. 12) voa -Ia6 /e ece 20' 41 .sco/e 9ri'd = = = = Exi;slii79 A.C. 5'upr — — J9' ` t ( L 0.21 'A. C. 0. 33 A. B. STATE HWY - 101 TYPICAL SECTION Sta. 1 +01.70 to Sta. 10 +75(X1 S.D 2B) No .3ca a Variab r; - 12' - 8 - 0,17:4.C. Paved Island i aver eo acted sterilized fi ll. 0.2/'A.C. 0.33'A.B. VULCAN AVE. TYPICAL SECTION Stab +97(R.S.867) to 8.01 (R.S.1788) No scale CO N ST. PLANS R.S. 1788 FILE 132 -1 40' 32' SAN MARCOS ROAD A23 RS 1788 SHEET 2 [IF 1 2 0 0 I O I I I I I I I W 5AP VLV ' �M DOUBLE 6'x 4'B R.0 . B. I I I . MT cf> fAK .0 \ \ I I I I SCALE: I" a 10• NO SCALE I I I I I 58;0 I I I Vii - . II N' M %1IT"" 6– V.SOLTS �r �' 1111 � A I'�.CIIMIIMhelt 1F I „ ; I REAR \\ \\ \ \ NI#MALL TO 8E 4 \ I I I RETA INCD I / FRONT 5/8 "0 ANCHOR BOLTS 6 12" 0/C CONSTRUCT NEV I I \ TYPE "O"• I�ADVALL 1I \\ REMOVE U ISTIN6 CONSTRUCT TYPE " D " HEADMALL ABUTMENT. !_ • ��, ln_• I /(H� 4•) STD.DMG. 145 - 1 SEE DETAIL "A" �� ! I,ZI DETAIL 1 A 1 PLAN VIEW, F REMOVE ABUTMENT - i i� NO SCALE - - - _ __ /��/ - _ S i SEE DETAIL `0 CONSTRUCT' A C SPILLWAY --- - - �0.0 -------------- - - - - -- i / (STD. DWG. 124 - 1) 62:0 ~�� 1 ` .60.0 -- - - - - -- �---- - - - -_� 6Z' \ "'�- �1 I REMOVE CULVERT � J _.I 63 I a �; 0 REMOVE MINGMALls �/ 8 ABUTMENTS 3 16 +00 I I Il , A co e0 ID V �I co F /C I A 6o� 1 i I N � 17+'00 �f nj a f _ —C I F I 1 - - - r - 58:x' I ` J -- 1 I I �� �� 13•_6" I CONSTRUCT 'A' C I I I SP'fLLWAY I I I (STD.DWG.124 - 1) I � ZD • �b _7 rot 7 29 I 63. i 0, 6t a\ I .62:0 - 60.0 CONSTRUCT TYPE "O" HEADWALL (H = 4•) STD.DM6. 145 - 1 _ I 13 –6" 1 C -- I CwSTRUCTIiON JOINT —,#4 – TOIAL T � N l "CLEAR RETAINING WALL SECTION NO SCALE .0 CONST. PLANS FILE 132 -1 CULVERT MARKER NO SCALE 8 �f \Vy. #4 0 36m, O / C – 9• -4" N5 0 12" O/C 6 #5 0 12 O/C i 7� 2 " CLEAR O � 2• -2 " .- • Ml 12" — COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD(A23) from II S.D. 5 to II S.D. 5 Freeway ENCINITAS R 1 8 _�f aIe: DETAIL Sheet a ..,._..., ...,,.... ., or. m r I L n Vert. jA-- . W.0 t F.B _ Constr. Compl. Data Recommended by: Date Date "24= frt't' Approved by: ,� A& --. D ate IN SURVE 0 C. 8091 COORDINATE 322 N 1.. K/ Constr. Compl. Dat �i / �� REVISIONS wilt Rev. No. Description BY Approved Date 3 SECTION A A 94 0 18" O/C BOTH WAYS 0 -r -- 2" CLEAR —4" DIIANETER VEEP NOIES.(2) 0 12.'0" 0/C (SLOPE I/2 PER FT. - 1•_8// 2" CLEAN • -i 3" -6 a #11 6 12r 0/C IV 3p-2m I I R. S. 1788 $AN MARCOS ROAD A23 RS 1 "7A11-4w SWET 3 OF 12 S 1 L ' 1 �• 11• 1 SAN MARCOS ROAD(A -23) 'I t 60 from II S.D. 5 to 11 S.D. 5 Freeway Ati 101 -1 tttt t t t t t t t t t t � t 1 1 t 1 D RAINAGE DETAILS 50 50 Sheet A— of -j;2. Sheets Scale: • Hor. I = 20 Vert. 1" = 10 v) c u i O 24 "X16• RCP Z ,. Q �• O�'C'• U Aw c e r w 0 1NLET — 45.67 ~ j O fV \ Cb � M, / �H p R GD fs y fR 2 /a fN� NAL(s CONSTRUCT P.C.C.LUG STD. DWG. #110. INSTALL 24 "X68' R.C.P. CLASS III CONSTRUCT 10 TYPE "K" CURB AND S #223i DWG. #104 - I / r�A wp /sg SA/y BEFO qR Y D f 1� k'S AR q START �G T to C ;� \� i A \S1 A C� INSTALL 9d•'XYO' BEVELEO.R:C..P. ' ON 45' RADIUS WHTH 96"X48' R.C:P.CLAS.S T STRA lIGHT , OUTLET / Izz INSTALL 30 C.Y. 1/4 TON ROCK SLOPE" PROTEGT110N'{STO DW6 f2 -1 uArpE�R -y n F =E ___� = — - - ' o - i U f F R �- IP q Ge o z 8 » J A 86��5' 0 32' Pip D TA - 'j Ge�` R 915' L 168' INSTALL rj6 "x200' R.C.P. CLASS III 8 LUG TO EXISTING 8'X8' P.C.C. ARCH 8 ) - 0 9 NOTE: IN TENS .SEE SHEET \ , NOTE: DEFLECT 24' R.C.P. AS NECESSARY TO CLEAR 8" C. Ai. SEWER. MAINTAIN .MIN'WUM / -------- _ - 0.5% CROSS :FALL. \` s 10 TYPE "K" \ / \j CURB INLET 40 \ ST 0116. 104 b 223 -1 I - - - d ' 4 0. 30 30 0 LUG ® P.G.C. o STO.OWG 110 - - -Q-S I `�zo / / -- \\ I tO PROFI LE :W _W OB / oro� / I \ J W ►- \ Q u JW J / 2 . ti Z J / \ U W 1.1Z X \ r xma O.G� \ N o x _ _ - - - - - _ ?ROPOS / \ O a _ t— W / \ ED N \\ '� N /// Q 50 \ \\ N _ / F IJ.1:— ' \\ t� OVER Z \ _ _ (L DRAINAGE_ PRO_— v \\ COVES C // RELOCATED OTHERSN(NTO CE)�� D FI 0� un- EXISTING IV X 8' P.C.C. ARCH I EXISTING 20 X14' P.C.C. ARCH — — — / — I APPROX1MATE 8' SEVEN LOCATION 3 - - - - -JI -- - -•1- - -- -- - RO•�_i ---- - - - - -' ---------- - - - - -- - - - - -- y EXISTING AA 96"X88' R.C.P.CLASS13J 1 �u ----- - - - - -- I I - r O 7 O M 1n LC, ,', a ORA1 NAGE PROFI LE ur N Lai FILE 3- - - 4 I I 11�'I'1'Y 50 40 •I COVER OVER ` Cl ORq/NAGE �D � O 96 "X200' R.C.P. CLASS TTT. N 50 LN CONST• PLANS R.S. 1788 132 -I SAN N AKLUb K UAU 0 0 0 ° vo° 0 0 v 00 ° Oo o °o FL a o °? 0" /0 00 °0000 000 °s 000 X �ppo0 / ° 0 °C e0 of / / l �l O M • LC R S 1 '7 8 8 ,..44r SHEET 4 OF 12 COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD(A -23) 60 i 10 ,TYPE B -2 CURB INLET 60 from II S.D. 5 to 11 S.D. 5 Freeway SL STD. DWG. 101 -1 m (TYPE G -I GRATE) fNCINITAS R. S D RAINAGE DETAILS 50 50 Sheet A— of -j;2. Sheets Scale: • Hor. I = 20 Vert. 1" = 10 • W 0 ARA F.B.# Constr. Compl. Data i O 24 "X16• RCP Z ,. Q �• O�'C'• Recommended by: stl (c1t .env — Date' ZF - , C S UQ CLASS J= 6� /r.� =,.:_� Data "•:' Approved by: X Date COUNT SURVEYOR .C.E. 8091 OOR CDINATE INDEX iii I iBi e� PROFILE d O N E. — L...._ . . constr. camel. Date 0 As t Rev. 4y` -t'r�� Buil REVISIONS No. Description By I Approved Date �J 9rnleye.st:Yslmn MIMw W INSTALL 30 C.Y. 1 /4 TON ROCK SLOPE PROTECTIW (STD.DWG.128-1) Pip D TA - 'j Ge�` R 915' L 168' INSTALL rj6 "x200' R.C.P. CLASS III 8 LUG TO EXISTING 8'X8' P.C.C. ARCH 8 ) - 0 9 NOTE: IN TENS .SEE SHEET \ , NOTE: DEFLECT 24' R.C.P. AS NECESSARY TO CLEAR 8" C. Ai. SEWER. MAINTAIN .MIN'WUM / -------- _ - 0.5% CROSS :FALL. \` s 10 TYPE "K" \ / \j CURB INLET 40 \ ST 0116. 104 b 223 -1 I - - - d ' 4 0. 30 30 0 LUG ® P.G.C. o STO.OWG 110 - - -Q-S I `�zo / / -- \\ I tO PROFI LE :W _W OB / oro� / I \ J W ►- \ Q u JW J / 2 . ti Z J / \ U W 1.1Z X \ r xma O.G� \ N o x _ _ - - - - - _ ?ROPOS / \ O a _ t— W / \ ED N \\ '� N /// Q 50 \ \\ N _ / F IJ.1:— ' \\ t� OVER Z \ _ _ (L DRAINAGE_ PRO_— v \\ COVES C // RELOCATED OTHERSN(NTO CE)�� D FI 0� un- EXISTING IV X 8' P.C.C. ARCH I EXISTING 20 X14' P.C.C. ARCH — — — / — I APPROX1MATE 8' SEVEN LOCATION 3 - - - - -JI -- - -•1- - -- -- - RO•�_i ---- - - - - -' ---------- - - - - -- - - - - -- y EXISTING AA 96"X88' R.C.P.CLASS13J 1 �u ----- - - - - -- I I - r O 7 O M 1n LC, ,', a ORA1 NAGE PROFI LE ur N Lai FILE 3- - - 4 I I 11�'I'1'Y 50 40 •I COVER OVER ` Cl ORq/NAGE �D � O 96 "X200' R.C.P. CLASS TTT. N 50 LN CONST• PLANS R.S. 1788 132 -I SAN N AKLUb K UAU 0 0 0 ° vo° 0 0 v 00 ° Oo o °o FL a o °? 0" /0 00 °0000 000 °s 000 X �ppo0 / ° 0 °C e0 of / / l �l O M • LC R S 1 '7 8 8 ,..44r SHEET 4 OF 12 0 ° ! ! o l ei i i r ! I ! c U a RA C co � EXISTING 20 P.C.C. ARCH NOTE: CLASS " .A " CONCRETE DESIGN STRESSES: f = 3,000 PSI AT 28 DAYS f = 20,000 PSI 7z::� *Z_ss 1 . \� V7 8" C.I. SEWER - ;.' 96 RCP 10 � IMSS. ('TOT.2) I ` -0" B lINSIO SLAB ,WITH 2 CF OF STONE BACKIING AT EACH OPENING. SEI,` ON A -A SCALE: IN = 10' RCP 4 "0 DRAINS (TOT.2' I'' -0 ABOVE INSID1 SLAB WITH 2C.F.OF STONE -BACKING •AT :EACH OPENING SECTION C -C .SCALE: 1" = 10' s r 0 8" c. I SEWER APPROX 114ATS. ai**MD ;ORAhE APPROXIMATE,FIN;I3HED GRADE FACE OF EXISTING - - -- ': ==` -= 4. .HEADWALL OUTSIDE 12 INS INDE INSIDE Ut a 1 8 SEWER —'24" f EXlSTgNG•CURTAIN t' BE'MOVE' APRON WALL TO:PROV11�19CIMA BACIITILL SECTION B =B ,SCALE: 1" a 10' 8 "X8 "x1* -0" SECTION 'E=E SCALE: 1" = 10' r r 12' 4r -8" SECTION 14 SCALE: IN = 3' IN TYPICAL TYPICAL STRUCTURE EXCAVATION 'STRUCTURE SEE STD'DWG. #220-1 "SECTION D -D SCALE: IN = S' 6" MINIMUM I ' 1 COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD (A -23) from II S.D. 5 to II S.D. 5 Freeway ENCINITAS ear A IN � A/t^ l . S R. S.1T 88 Sheet S of S heets Scale: AG.E...... O A A . ice a�. .. �rA Vert 46 . - • . _ W.O.# 3 - 1848 F.B.i# Constr. C ompl. Dat" Recommended by: �• DateJ'- � r- L S Date.9, -� Approved by: Date-- � UNTY SURy 0 .C.E. 8091 COORDINATE INDEX 3 ?1 N, / 6 77 E. Constr. Compl. Date —� �O G7 As Built Rev -4/ /5 / -5 �'7 REVISIONS No. I Description By I Approved I Date (V MelaW at WelleaAmem UA 6 « EXISTING I I 96 R.C..P. P.C.C.ARCH II I �s� � I � I I IItiOTAL4 ( #I C...P. LUG TO I g EXT ('tO .BE :PLUGGED BEFORE Ig " L — 12 14MIMIW P.C.C. LtR ROAD WORK COMMENCES) 12 "• 11I - -4 4D 3 MINIMUM P.C.C. LUG -- MIN ISTING CURTAIN WALL EXISTING 20'X14 ARCH 6 0X10" e 4 "X4" BRACE ° BETWEEN'STRUTS d SPIKE / TO 6 "7510" W /60d 2 12" CC a 12" CONC.WALL u - ++ 30'MAx. e ✓ ei ES 6 "X10" ° q* " BOLTS- SET 8 ` INTO CONCRETE SLAB & GROUT WEDGES (TOP b SOT.) TOPMARY BRA= (DLET' OF mm CU wx) NO SCALE f —I °. i L11" ,MINIMUM SECTION ' GG- SCALE: I"' = 5" SCHEDULE OF DRAINAGE DETAILS 12 2+1" CMP RCP A INSTALL 95" X40 R.C.P.CLASS 1:41 (8 FT. SECTIONS BEVELED) INSTALL 96 "W R.C.P.'CLAU .V1 - � (3.TANOAr1®) I CONSTRUCT MINIMUM CONSTRUCT P.C.C.LUG. INSTALL 24 R.C.P,CLASS 1441. CONSTRUCT I C CONSTRUCT 12" MINIMUM C WALL OVER #8212" B@T/i WA74S- l+NSUDE FACE THICKNESS AROUND 96" P.C.C.WALL R.C.P. 8" C.I. - .MwJ M iJIiE frIFCE FACEKD►S2" .P.C.C. AROUND EXISTING ENTRANCE R.C.P. #4212" BOTH WAVS- OUTSIIDE FACE 8 SEWER I INSTALL 9§"X28' R.C.P 340D'•D LUG TO " 212 00TH WAYS FACE " (CLASS ":A CONCRETE) OVERLAP EX LST ING STRUCTURE AT TOP (CLASS "•A "CONCRETE) OVERLAP EXISTING STRUCTURE AS'SHOWN.,!GOWEL 10 " :INTO EXIRSTIfI2 5' 5' 5' AT TOP AS SHOWN. DOWEL 10" (INSTALL 96 "'X200 R.C.P.CLASS ila'. CONSTRUCT P.C.C.LUG TO EXISTING I STRUCTURE: +FOR #8 BARS,AT,SHOES AND — — - - 18'X8 P.E..C,ARCH I t' INTO EXIST,ING:STRUCTURE FOR © J BOTTOM. 'GROUT BARS BEFORE POURING STA.16 +40 (CONSTRUCT 104 -DOUBLE 6*X4* B VIa ON , 2Y LEFT SKEW.CQN1RWtI 1 #8 BARS.AT SIDES AND .BOTTOM. �'o" T'MPE "90WALLS HALL. \ STA.4 +30 CONSTRUCT 35t LONG P.C.C. RETAINING WALL (H = 7 42* RIGHT OF GROUT BARS BEFORE POURtNG i 5' S' S' i TOTALS I I W I WALL, I 1 EXISTING 20 P.C.C. ARCH NOTE: CLASS " .A " CONCRETE DESIGN STRESSES: f = 3,000 PSI AT 28 DAYS f = 20,000 PSI 7z::� *Z_ss 1 . \� V7 8" C.I. SEWER - ;.' 96 RCP 10 � IMSS. ('TOT.2) I ` -0" B lINSIO SLAB ,WITH 2 CF OF STONE BACKIING AT EACH OPENING. SEI,` ON A -A SCALE: IN = 10' RCP 4 "0 DRAINS (TOT.2' I'' -0 ABOVE INSID1 SLAB WITH 2C.F.OF STONE -BACKING •AT :EACH OPENING SECTION C -C .SCALE: 1" = 10' s r 0 8" c. I SEWER APPROX 114ATS. ai**MD ;ORAhE APPROXIMATE,FIN;I3HED GRADE FACE OF EXISTING - - -- ': ==` -= 4. .HEADWALL OUTSIDE 12 INS INDE INSIDE Ut a 1 8 SEWER —'24" f EXlSTgNG•CURTAIN t' BE'MOVE' APRON WALL TO:PROV11�19CIMA BACIITILL SECTION B =B ,SCALE: 1" a 10' 8 "X8 "x1* -0" SECTION 'E=E SCALE: 1" = 10' r r 12' 4r -8" SECTION 14 SCALE: IN = 3' IN TYPICAL TYPICAL STRUCTURE EXCAVATION 'STRUCTURE SEE STD'DWG. #220-1 "SECTION D -D SCALE: IN = S' 6" MINIMUM I ' 1 COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD (A -23) from II S.D. 5 to II S.D. 5 Freeway ENCINITAS ear A IN � A/t^ l . S R. S.1T 88 Sheet S of S heets Scale: AG.E...... O A A . ice a�. .. �rA Vert 46 . - • . _ W.O.# 3 - 1848 F.B.i# Constr. C ompl. Dat" Recommended by: �• DateJ'- � r- L S Date.9, -� Approved by: Date-- � UNTY SURy 0 .C.E. 8091 COORDINATE INDEX 3 ?1 N, / 6 77 E. Constr. Compl. Date —� �O G7 As Built Rev -4/ /5 / -5 �'7 REVISIONS No. I Description By I Approved I Date (V MelaW at WelleaAmem UA 6 « EXISTING I I 96 R.C..P. P.C.C.ARCH II I �s� � I � I I IItiOTAL4 ( #I C...P. LUG TO I g EXT ('tO .BE :PLUGGED BEFORE Ig " L — 12 14MIMIW P.C.C. LtR ROAD WORK COMMENCES) 12 "• 11I - -4 4D 3 MINIMUM P.C.C. LUG -- MIN ISTING CURTAIN WALL EXISTING 20'X14 ARCH 6 0X10" e 4 "X4" BRACE ° BETWEEN'STRUTS d SPIKE / TO 6 "7510" W /60d 2 12" CC a 12" CONC.WALL u - ++ 30'MAx. e ✓ ei ES 6 "X10" ° q* " BOLTS- SET 8 ` INTO CONCRETE SLAB & GROUT WEDGES (TOP b SOT.) TOPMARY BRA= (DLET' OF mm CU wx) NO SCALE f —I °. i L11" ,MINIMUM SECTION ' GG- SCALE: I"' = 5" SCHEDULE OF DRAINAGE DETAILS 12 2+1" CMP RCP A INSTALL 95" X40 R.C.P.CLASS 1:41 (8 FT. SECTIONS BEVELED) INSTALL 96 "W R.C.P.'CLAU .V1 - � (3.TANOAr1®) I B CONSTRUCT P.C.C.LUG. INSTALL 24 R.C.P,CLASS 1441. CONSTRUCT I 1`0* TYPE "K"' CURB INLET r C (CONSTRUCT P.C,.C.WALL OVER OUTLET END OF EXISTING 20'X14* P.C.C. J ARCH D ICONSTRUCT P...C.C.WALL OVER I'NI.ET END OF EXISTING 20"X14• P.C.C. (ARCH i E I INSTALL 9§"X28' R.C.P 340D'•D LUG TO I 1EXIISTING 8 'x8'. P.C.C.ARCH F IINS.TALL 12" +X16" C.M.P. B ONE 60FELBOW(16 GAGE) LUG TO EXttSTING i 16' 18 'X$' P. C.C.ARCH(TEMPOR ARY CULVERT P UA A RINV AFTE rnum FT Intl IOF RAIJLROAD OVERCROSSANG). H (INSTALL 96 "'X200 R.C.P.CLASS ila'. CONSTRUCT P.C.C.LUG TO EXISTING I 18'X8 P.E..C,ARCH I t' I INSTALL 24 R.C.P. CONSTRUCT ?Vft * # A " CM #SET 1 © J I tNBTALL 24 "X16" R.C.P. CONSTRUCT TYPE "B -2," C1os IMET & PCC LUG STA.16 +40 (CONSTRUCT 104 -DOUBLE 6*X4* B VIa ON , 2Y LEFT SKEW.CQN1RWtI 1 �'o" T'MPE "90WALLS STA.4 +30 CONSTRUCT 35t LONG P.C.C. RETAINING WALL (H = 7 42* RIGHT OF (X11 ~SB ��CENTER I� LINE. RELOCATE EXISTING C.M.P.DOWNDRAIN TO NEW GUTTER j 1 TOTALS I I W I CONST. PLANS FILE 132 -1 X6" "STRUTS (TOT.6) 6 "'X 10"'x8 R. S. 1788 96" C. Y. RCP ►CC I I 88' I I 68 1 j f 1 I I I 8 � I I 18 1 1 1B I I I I I I I I I 1200' 1 1 1 t 132 I I a 16 I I t 1 Ito I I .._ I 236 1316 1}!o SAN MARCOS RAAD A23 RS 1788 -.*Nr SHEET 5 OF lj _ . I •,1* h v�b�3 tk u a z z x W ~ v W a I: m h v Oi FAN I- tJ r�1 umy,r V i Q (� e c °° 60 J 50 h a 40 4 4 30 .4 B.M. E/e V. 32.35 Property corner ,0;0e of N. W. Corner 2n0 4 "B ' 8t: 40'fl` /eft of Sto. 0+•00 (Marked L. S. 2858) 6/ 45,0. gf GO. DFRTUm k. v , I � NI a X Wv I k e Footer OV R /ben Si No 24885 t I 6 f 43.240 Corutruct Roi/rooglahoof'y, ' N Remove F Rep lace ZY, �� _I\ i @OO ftPP.C.0 slab $,-ode areoto drain 1 otnew . ^o. /e. ��Z I t to Vulcan Ave. when completed 0 0 J 46.66 P.I. RS 17B8 ¢ 39. c�at t l0 ' t nuc / oe 2 . min. 9 7'4/.7/ P. O. T R. S. 4b8 - 63 I y 5 *4 /.60P.O.T. (X/ SD. 2B) //SD. I R A'CUrb in /et (✓7d• dw9 /04 - Be inning of Pro 'ect � �~ /ne a// .5�urve5/ Monument std. D 2/8 1 _ F.S N.y22536• Fol I I I 8 "C. /. gaSew�.r I I \ J I ^ ' ) 6 V - I /veto✓ /P•I'X 68 -... , ,C /680298.0 0 I N83.53'55 "E B• Sr 6 " \water R. 5.17M I _I 1 - .� _ 11 > A��.. L - - NIB /� I I ! I R�• 'p '• ORAIN I '' • 7 t COUNTY OF SAN DIEGO, CA FORRIA SAN MARCOS ROAD ti- 93) from II S.D.5 to IIS.D.5 Freeway ENCINITAS 8, 170 SAL; o P LAN AN PROFILE h N SMet 12. ScalrHoriz. / "`50 Vert. /'` C W.O. 3 - 1848 F S. .? 468 C yv Recommended by W tp L�ll�� a note r - /l -tt Dote -- .r`-:.,_ It, Approved by: p eSL'LS_, en.. Date COUNTY SURVEV6R R.C.E.8091 0 COORDINATE INDEX ?OR N. iw>•7 [_ V Constr. Compl. Date QL As Built Rev. 0 REVISIONS C NQ Description By Approved Dote �p — Q lees! IMd. II 6 Elptel •Cselrlt I Uft 7+ //.22 P.O, T. R. S_ /788 /0 *07 89 P. O.T R.S. 867 metal/ Survey lnonu"Avrat (ltd. owg. 2 /g) 0.922559.4/ E/68066/.8.4 /nsto / /9G "x28'R. C. P. (3iO�;i MOWN I � Note: Sae 20 ' ac I Drawing for this rea � o �..1 L /'1 • 3 30C.r. Y4 Ton rock slope Or som" f am dA 0 3 Pr01'ect1on. EffO �• 4 +30 X1-8D. 2B. s I Conat 35' /on9 P.C.C. 2 O I 9etoinin9 wo // (H -7) j � 42' R1'yht Relocate ex4i>in9 v m h I C.M.P. downdroin. � +may I o A 12 "v 10' CAR I 1 NOTE.' Limit o{ wank Sro. / +00 P. O. T. to M I 5to, 10 . C (X 1. - SD - 28)!/50.5 east of C oll4reea within 50 fI �i9hr S*•Co7. 70 P. O.T. 7 y7 to be removed. h i Lt Skew. Conelnuct RJR 1� J � Q j Brior9e (Slr!/cture p/on'89) h zW b 0 rn / 1 / 1 / 1 / 1 / 1 1 1 / 1 / 1 / 1 1 � 1 r. 1 ti 11 � 1 h 10 1 1 1 a n Pri Ea. C. Y. 3 4 I 5 6 NOTE. A / /diaToncea are !irid dl:5tonce: r»u /tio /ry by foctor /. 0000 3 70 to obtain ground d/.ztonce. V cri 1\ I 70 60 750 ' V. C. 60 _ 200 C. `V 06 a a � a o _ rn / 1 / 1 / 1 / 1 / 1 1 1 / 1 / 1 / 1 1 � 1 r. 1 ti 11 � 1 h 10 1 1 1 a n Pri Ea. C. Y. 3 4 I 5 6 NOTE. A / /diaToncea are !irid dl:5tonce: r»u /tio /ry by foctor /. 0000 3 70 to obtain ground d/.ztonce. V cri 1\ I 70 60 750 ' V. C. 60 40 be 044cm tffi ' II I f � tests 470 C..+FN� Wt•1i01t NOT P Ilk .Sheet Tol`a/ CONST. PLANS R.S.1788 l ...,- SHEET 6 OF 12 `V 06 40 be 044cm tffi ' II I f � tests 470 C..+FN� Wt•1i01t NOT P Ilk .Sheet Tol`a/ CONST. PLANS R.S.1788 l ...,- SHEET 6 OF 12 t�� f vb D blip VtmirgvvwW �bor� Cable •� i COUNTY OF SAN DIEGO, CALIFORNIA .. v► NOTE : A// dis foncss c/�r 6 r- ;d is SAN MARCOS ROAD (A-23) ' � ,� ,�•� � �`.. / <.. E- `' �', a disfoncs : inu /fip /y by fac�br /.0000 X70 �� from s o 5 t I I s o 5 F r e ew a y f0 0&v7 i 5 ENCINITAS o g pr0 x ✓ /vsr. Ii �,'` �}+ 7 h- 9 rc0tvI d a't anct . l � � � e; �!'! ON 3+ �, + II v - / fir/ p t 53ARY ,i ?OO x l7RM ARtA /N - /� 8� , y W t. b �. E r .7 C R. S 17 8 8 p% 42 /IECE �•� 30 C`.Y. %4 TON A"OCK 3'LDf1E � � t � % ..�... .,,.., .... - .RT- _ OcA E FEAT[ f L dLOr / �xorecr /oN. R 6 '4 ' i / ; i " �7 /' ':' 4 :' � y PLAN AND PR OF 1 L E To A MOO x -/ x o0 c � e 1 s9e �« , �O d - /to� h 0 /,; .J :�. j I ; No* . of . �IINN�... NN. I „ , Y� n *�' r � SP /LLWAV. R. � QlI O q CONSTRUCT CONCRETE ol/ERFL4W L = 50 ,o,,_ �4 t 30 - a osatc Co [ e± r' S /.9L' It `1f \/ t N R w �t 3 18 4 8 F 1< #� R 4 5 C . Ds t- a S A TD €ON! N I _ S De - A 6 y � T � "- RCO - -_ -- 1 x- R , ,C 046'1 17gg q�Q VI ` - � 0 .0 1% _ - - *go*� ic' _ t°'a n Q q�� h 9 h a , b L I .p b : COORDINATE INDEX 38? N. I 7 , R - `� '��...,, . „. , � `\ � by �t � � 1000, O , ®�� � '�,� � itt Rev. 4 E. 8 S 4 Z =p s .i `I * 11 _.. _ a �'� y I Q 6 8 } rptr. C..►rt. Det. Ao 8u .►r .•” �' 10 i �e �.' / p ti A L 17 r 1 14 V I REVISIONS ?;� n i i • , y � � . .,� 1 lab R, � ` v \/ 0 • s % c yy ` N# Description 8Y AWov" Doll i or 000040 onow WIN 1 ce., a yy cONSTR!/cr TYAL C CaweED / ya•2ses i l - �\ 6 .. MED /AN W/TH 0, /7 'AOYED SvAtrgCE 4 1K w I / N� I d s 9 • /�'J7" / °•io• -)) iq i4.0 ✓d /N E.Y/ST/J4�i cl/Rt! / - ---_, aSta. 7, R C . I� I R = go/. Se T ' � .!s _ e�ro. /o *o I I. a oil I = /SJ. ar �'7 '` D - -' __ __ -/ 4 N3P2,d5e.1.4/ 1 � t Jos. ��.� i 4 , 11-Sp -5 Freew -_ - - -- - -�, h E /,680,bfo /.9J' - I 5 Rt r 184t y hl eewa O S. _ +50 O O ^ � z I Sto 7 0 .1 q / 13 Y M." LINE - - jj n �Varninp �I ? `I Beaco C td Iw/• 400) 1 O Rt \ C _ 11 • 50 I y NOTE: SEE 80''SCAIE ' I "ni condwit I ^ /O CZ W _ _It _ ti 5 84 I� , 08 _ \ pith Z iU II�� �I 2 \ - -- -- f DETAIL DRAWINGS 0'Ci \ (see •N°ot vil R S. 1788 / /�' �` V I {; - ►-- ,...�� _ -- -- E 1 _ ��� I R 38 i l a Su. ffi "c�aTR. o ST. 190". 0,6C.AW. /lea / II FOR AREA Of '`1 \ I �' - 19�t8' INTERSECTION. , I V \\ � OI Ts 17 0.13' 1 4v A•'t.�r 1 I�.IMIi.IZI{-1� (i�1101��ir � Q�G�NMb �I ✓O /N6K /dTiiv4L'uR4 �� �• "; 3 3 T. 03' / /4 Jr ry W Fbwld .N',9%n. 1' t� / 'Acrr'W A• 4 �� y d' 4' POf A /�Q h �� /o- 'eo�wefs x .B ,. ! ` r ' Q' ; Q � /t7 t. _ F oz� 2J..�2`_SYewr✓, Corrrirucr`' / I `• o• V � �— Y DO \ - �\ &Nx JO " P/o/rk D * P. C.0 Abutment] s_ -- �/ t�wa D F PROJECT / EN 0 - -- — -- STA.1549 + 53.30 P" O.T. "S. M" .7 ,Cx lifing /sd x a4" At C JOIN EXISTING g 1 fir °p «► 13 /7A Skew, i b N �- b �o 70 h 70 _. 6. M, OCOL ELE ✓. 7Q66 O ELEt! 4 ?'JO 41,$C E' G. S. AAr[/M • p O� / P /PE STATE /0i✓. NWY i /V6040 EAST E/VA OF NORTH' I to J `, Nt'A16P TO � � 1f3'' �T STA. /9 1 /BLAND AT /NTd�'L3iCT /ON OF, Y `I* 5 AT a rcarw ovE_ P s.onr .►>•.aROO ao: 60 : EX13TIM FE' u 60 v L E'AL /FpRN q 01` BEAR //yGS ZONE 6 'SyT7Z'Af N -,TE. I 9 +39.12 P.O.T. R.S 867 - 23' Lt. End Dike - Begin Type E curb /gutter 0 +00 PO.T I23. 867= I � 126 +80.49 P.O.T. R.S. 1567 7 +00 PO.T. R-5.867 I I LIMIT OF WORK Begin Full Structural Section. 10 +07.89 P.O.T. R.S. 867- 7 +11.22 P.0.T I Begin Tyf• r A" Dike Lt. � Rt. R.S. 1788 - i1W SEE 20 sca /e DETAIL Limit Paving 26 26' DRAWING 6 "A.C. WATER LINE S for Area of Intersection I I EDGE OF EXISTf NG R DAD ' i I I I 1 _ \ /2�'O.D. M.P. GAS MAIN \ 1 R.S. 1567 - - "V.C. SEWER N 5 59 f PAINT N STRIPE OT IN CONTRACT - T - \ I DOUBLE UNDERGRODMID TELEPHONE CABLE -� J - - -'- - - -- + i VULCAN AVENUE (A ' �� 126 - — 'Y E.P. RETURN / 0 -900 \ FUCC _.STRVCTURAL i =s ' I SECT /0N ON RICHT — SIDE STA.0#00fo I I I :7 B.M. ELEV. 80.86 C SQUARE SIDE ' TOP 4F EA DE OF CONC. BA SE R.R. CROS T BIIVG � SIGNAL 10'f. OF TRACK /ON N. SIDE Z OF "D" ST. STA Q h b e R OADWAY OR WIDENING EXISTIN � PAVEMENT W 90 0. 30 9y I p b V O O � 80 -*- WARP -� R b 8 " VC Sewrr — AD --- .- . —.,_ -- —' - - -� ------------- - -�'\\ 680 70 • 1 0 300' V.C. U.S.C. / G.S. DATUM: 60 x �o b b �o O M b b b .a DWI I I � I �o Z I I 36' 36' I I r o ti \\ \ 10 ft i \ \\ I I l I 36 I q b b h 0 + 40' V.C. + 2036 I 2535 I 2137 5 0 l 0 I o I -6 7 8 " 70' V.C. Q I 0 9 10 CONSTe PLANS Fii Ir IA9 — F!1 its j I R. S. COUNTY OF SAN DIEGO, CALIFORNIA 1 SAN MARCOS ROAD (A - 23) from I I S.D.5 to I I S.D. 5 Freeway ENCINITAS R.S. 1788 of lz— sheets A D PROFILE sneer `-` Scale: Hor. 1 "' 50' Vert. I "= 5' W.O. #3 - 1848 'F,g,# R 458 Constr. Compl. Data Recommended b yAhft�� Date Z/ - lam Date Approved by: e Date ' � 1G .0 COO SURYEYO �CE. 1 I E RDINATE LINTY ; INDEX 2-2_ N. 1677 op: Constr. Comp 1. Date-3 7 `_.Z— As Built Rev._ � / io / h' REVISIONS I ti No. Description g N I Y I Approved Date � I I 13 +25 P.O.C. R.S. 867 LIMIT OF WORK I I n .PAINT STRIPE T IN CONTRACT- r 1 1j Z h h _ W 2 0 80 74 COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD(A23) ENCINITAS from II S.D. 5 to II S.D. 5 Freeway M A P N 6 ? 4 R � ENCINITAS t _ BASIS Of BEARINGS: R.S. 178 S +R X t�3D= B) /1 so.6 u O � sl CAL tF0RN. ` 0 Y L AYOUT E. 1 : i 1 1 A ZONE SYSTEM S . L _ P73 :98• I � :r 1j I I rl I I 69.99 r _ 69g. .9 1 69. • I ty+ I� I - i-- I i I 9• i I I I I I I I I 1 1 I I 1 H.5'S9'49 "W� 1 I I 1881 1882 I 1883 I 18841 KM 7O 60 50 �D D VA"M USC86S 40 Iflt.'C. T. © ' I 0 1Er0: C'. Y. 1 Iwo i P882 DETA ItL "'A" I I "S" LIME SPIRAL a = 2.0.00"` "S"L P� "b"' LINE SPIRAL ..:r I 0:1 C. 1 39 99' �I R. =_ 910..0 I �._ �ao • ` I T. 33.34• . • sn 1 Tsa.- 173 :46' e I L'. 6667• I " C..= 139.99' x I v; T5: 173.46 Vi d o • I N VMC AY M1E I R.S. 8 67 c� i M. S •S9'49" N. I i a� l I I I I I r Q I � 1'883 I�Q4 "M"' LIME �y S �y P y I , RAL 6.= W' x L. 459.93• T 969.45' 229:97• i I :31• 1 - _ 459.03• I'885 k: 0 F 1 "E .43' I :lTr J — 69.9 • I - - I I • I I I i WI ` . 1 I 0.34% >DINIR�I r11At1E Q.'� 614 zt ' 0 I'806 I �I J �I ul yl �I �I B I i ; "M" E-- 1 .s>r• Q MT 1 l ui x - I x I I I I �, 1 "M" LIME 1 CURVE I I v l or I I A= 15 +00.00 1 i �, I � I R.= 3819.83• d 11 I i i t := 50 1000.03 t.= I I I I • I * I Sheet of Sheets Scale: nor. Vert. W.O.# 3 - 1848 F.B.# Constr. Compl. Data Recommended by: Xr- Lf Dated= Date t 2!. - AV Approved by: �/ r� 0 R Y _ ������- Date SU.Im LINTY ...,,...._ RCE.91 COORDINATE INDEX 3dJ-N.i /677 E. ,Constr. Compl. Date Built Rev. l0 / 7 REVISIONS No. Description By I Approved Date I I h89� I I LINE 30 CURVE 1808 uH a = 23.5! I I R. 1910,©Q' 9.2 • I I I T.* 1104.2x* L. s 796.4T r� IO (11 1 PW Me' O*ABE \ohs r1 15• -- `TYPMAL ''SOCTION I softv " s omom °110' 3W111t \ - 7 +1 1 P.O.T. R.S. 1788 = N07t: ,IitlN1131M16T .LA><M rdF �t ";IIS N1lT" A 11wa 07.89 P.0. 1 R.S 867 . mAu. N. 0322,589:41 E. 1680661.89 = i I $ I 189 I 1 I • LINE I�"'t'� I i r I I II / -- — I I E I. 42.31' MI Q 1 0 9x01 V14 191 CONST. PLANS FILE 132 —I M'id�l' MRU I R.S. IT88 SWETJ ! t ' . o ' P, ICI I �I I I in I I on I : I .9 1 69. • I ty+ I� I - i-- I i I 9• i I I I I I I I I 1 1 I I 1 H.5'S9'49 "W� 1 I I 1881 1882 I 1883 I 18841 KM 7O 60 50 �D D VA"M USC86S 40 Iflt.'C. T. © ' I 0 1Er0: C'. Y. 1 Iwo i P882 DETA ItL "'A" I I "S" LIME SPIRAL a = 2.0.00"` "S"L P� "b"' LINE SPIRAL ..:r I 0:1 C. 1 39 99' �I R. =_ 910..0 I �._ �ao • ` I T. 33.34• . • sn 1 Tsa.- 173 :46' e I L'. 6667• I " C..= 139.99' x I v; T5: 173.46 Vi d o • I N VMC AY M1E I R.S. 8 67 c� i M. S •S9'49" N. I i a� l I I I I I r Q I � 1'883 I�Q4 "M"' LIME �y S �y P y I , RAL 6.= W' x L. 459.93• T 969.45' 229:97• i I :31• 1 - _ 459.03• I'885 k: 0 F 1 "E .43' I :lTr J — 69.9 • I - - I I • I I I i WI ` . 1 I 0.34% >DINIR�I r11At1E Q.'� 614 zt ' 0 I'806 I �I J �I ul yl �I �I B I i ; "M" E-- 1 .s>r• Q MT 1 l ui x - I x I I I I �, 1 "M" LIME 1 CURVE I I v l or I I A= 15 +00.00 1 i �, I � I R.= 3819.83• d 11 I i i t := 50 1000.03 t.= I I I I • I * I Sheet of Sheets Scale: nor. Vert. W.O.# 3 - 1848 F.B.# Constr. Compl. Data Recommended by: Xr- Lf Dated= Date t 2!. - AV Approved by: �/ r� 0 R Y _ ������- Date SU.Im LINTY ...,,...._ RCE.91 COORDINATE INDEX 3dJ-N.i /677 E. ,Constr. Compl. Date Built Rev. l0 / 7 REVISIONS No. Description By I Approved Date I I h89� I I LINE 30 CURVE 1808 uH a = 23.5! I I R. 1910,©Q' 9.2 • I I I T.* 1104.2x* L. s 796.4T r� IO (11 1 PW Me' O*ABE \ohs r1 15• -- `TYPMAL ''SOCTION I softv " s omom °110' 3W111t \ - 7 +1 1 P.O.T. R.S. 1788 = N07t: ,IitlN1131M16T .LA><M rdF �t ";IIS N1lT" A 11wa 07.89 P.0. 1 R.S 867 . mAu. N. 0322,589:41 E. 1680661.89 = i I $ I 189 I 1 I • LINE I�"'t'� I i r I I II / -- — I I E I. 42.31' MI Q 1 0 9x01 V14 191 CONST. PLANS FILE 132 —I M'id�l' MRU I R.S. IT88 SWETJ ! t ' . o ' P, Q I � 1'883 I�Q4 "M"' LIME �y S �y P y I , RAL 6.= W' x L. 459.93• T 969.45' 229:97• i I :31• 1 - _ 459.03• I'885 k: 0 F 1 "E .43' I :lTr J — 69.9 • I - - I I • I I I i WI ` . 1 I 0.34% >DINIR�I r11At1E Q.'� 614 zt ' 0 I'806 I �I J �I ul yl �I �I B I i ; "M" E-- 1 .s>r• Q MT 1 l ui x - I x I I I I �, 1 "M" LIME 1 CURVE I I v l or I I A= 15 +00.00 1 i �, I � I R.= 3819.83• d 11 I i i t := 50 1000.03 t.= I I I I • I * I Sheet of Sheets Scale: nor. Vert. W.O.# 3 - 1848 F.B.# Constr. Compl. Data Recommended by: Xr- Lf Dated= Date t 2!. - AV Approved by: �/ r� 0 R Y _ ������- Date SU.Im LINTY ...,,...._ RCE.91 COORDINATE INDEX 3dJ-N.i /677 E. ,Constr. Compl. Date Built Rev. l0 / 7 REVISIONS No. Description By I Approved Date I I h89� I I LINE 30 CURVE 1808 uH a = 23.5! I I R. 1910,©Q' 9.2 • I I I T.* 1104.2x* L. s 796.4T r� IO (11 1 PW Me' O*ABE \ohs r1 15• -- `TYPMAL ''SOCTION I softv " s omom °110' 3W111t \ - 7 +1 1 P.O.T. R.S. 1788 = N07t: ,IitlN1131M16T .LA><M rdF �t ";IIS N1lT" A 11wa 07.89 P.0. 1 R.S 867 . mAu. N. 0322,589:41 E. 1680661.89 = i I $ I 189 I 1 I • LINE I�"'t'� I i r I I II / -- — I I E I. 42.31' MI Q 1 0 9x01 V14 191 CONST. PLANS FILE 132 —I M'id�l' MRU I R.S. IT88 SWETJ ! t ' . o ' P, 229:97• i I :31• 1 - _ 459.03• I'885 k: 0 F 1 "E .43' I :lTr J — 69.9 • I - - I I • I I I i WI ` . 1 I 0.34% >DINIR�I r11At1E Q.'� 614 zt ' 0 I'806 I �I J �I ul yl �I �I B I i ; "M" E-- 1 .s>r• Q MT 1 l ui x - I x I I I I �, 1 "M" LIME 1 CURVE I I v l or I I A= 15 +00.00 1 i �, I � I R.= 3819.83• d 11 I i i t := 50 1000.03 t.= I I I I • I * I Sheet of Sheets Scale: nor. Vert. W.O.# 3 - 1848 F.B.# Constr. Compl. Data Recommended by: Xr- Lf Dated= Date t 2!. - AV Approved by: �/ r� 0 R Y _ ������- Date SU.Im LINTY ...,,...._ RCE.91 COORDINATE INDEX 3dJ-N.i /677 E. ,Constr. Compl. Date Built Rev. l0 / 7 REVISIONS No. Description By I Approved Date I I h89� I I LINE 30 CURVE 1808 uH a = 23.5! I I R. 1910,©Q' 9.2 • I I I T.* 1104.2x* L. s 796.4T r� IO (11 1 PW Me' O*ABE \ohs r1 15• -- `TYPMAL ''SOCTION I softv " s omom °110' 3W111t \ - 7 +1 1 P.O.T. R.S. 1788 = N07t: ,IitlN1131M16T .LA><M rdF �t ";IIS N1lT" A 11wa 07.89 P.0. 1 R.S 867 . mAu. N. 0322,589:41 E. 1680661.89 = i I $ I 189 I 1 I • LINE I�"'t'� I i r I I II / -- — I I E I. 42.31' MI Q 1 0 9x01 V14 191 CONST. PLANS FILE 132 —I M'id�l' MRU I R.S. IT88 SWETJ ! t ' . o ' P, Sheet of Sheets Scale: nor. Vert. W.O.# 3 - 1848 F.B.# Constr. Compl. Data Recommended by: Xr- Lf Dated= Date t 2!. - AV Approved by: �/ r� 0 R Y _ ������- Date SU.Im LINTY ...,,...._ RCE.91 COORDINATE INDEX 3dJ-N.i /677 E. ,Constr. Compl. Date Built Rev. l0 / 7 REVISIONS No. Description By I Approved Date I I h89� I I LINE 30 CURVE 1808 uH a = 23.5! I I R. 1910,©Q' 9.2 • I I I T.* 1104.2x* L. s 796.4T r� IO (11 1 PW Me' O*ABE \ohs r1 15• -- `TYPMAL ''SOCTION I softv " s omom °110' 3W111t \ - 7 +1 1 P.O.T. R.S. 1788 = N07t: ,IitlN1131M16T .LA><M rdF �t ";IIS N1lT" A 11wa 07.89 P.0. 1 R.S 867 . mAu. N. 0322,589:41 E. 1680661.89 = i I $ I 189 I 1 I • LINE I�"'t'� I i r I I II / -- — I I E I. 42.31' MI Q 1 0 9x01 V14 191 CONST. PLANS FILE 132 —I M'id�l' MRU I R.S. IT88 SWETJ ! t ' . o ' P, ♦�TY ti . j 1! , 50 1B \ fMC'1 N I TA � MAP NO 148 8 33.48• \ C= 1 .71 • \ \ "6" LI NE SPIRAL D = 2'96.00' L.= 14 C.z 139 C4 9q \ \ T 548. 0' I I "O • 6 £ SYS), G s 2 Vii! ' I 17 30 j T, a 9/ V£ I d I id : � I E 42.31 -0.43 i 9.cy 0 O' N. 25*47. i 04 -- -- -7 W.27 *53 17. 219:75" 408.12• e1i u _ 50 _ DETAIL 'A" 1 I I �'M LINE 2.93' 1 3.23• X 3 3.48' •!.. I L INE�'�� 33.34' x s 1 .71' it J I 'S001 LINE 3' CURVE p I VO R. 1910.08' T. 33.34• L. 66.67• 'M" LINE SPINAL D = y..•, ; C.= 93' 118 = 969.43 229.97' ° S ° LINE" tea 87 Ge V 2 I 459.83' 0 I 0 0 1 1 0 tyo . 0 0 EEC. 7W 'C. T- EXC. ' I'mWCC• 7. Q © NIL aft'' C. x. EM. I f ti tlp4 'SA f AACO3 R A tli UNOEA PAtS ,. �. a . .... ..... _ CONST. PLANS R. .1788 ' a "' . FILE 132_1 COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS ROAD(A23) from IIS.D.5 to II S.D. 5 Freeway r ENCINITAS .1 7'8 8 _ SHOOFLY LAYOUT _ $ Sheet ML of -.� Sheets Scale. Hor. 1 50 Vert. 1 Constr. Compl. Date W .O #....5 - 184 8. F.B .# . .. _.... � Recommended by: /y��'' S ` pate Date g tlW Approved by: i ', _ — .Z at e ir k ?OR Do RV � .. N su E 6R c.e. eo9i .. C OORDINATE 322 N. 1677 E Constr. Compl. Date 1 As Built Rev. REVISIONS I I� No. Description By Approved Date I I� I� I - r 1903 1903 Jet Q� 7Q s I 9NdfiT TOTAL SHOMI TOTAL. 0 0 EEC. 7W 'C. T- EXC. ' I'mWCC• 7. Q © NIL aft'' C. x. EM. I f ti tlp4 'SA f AACO3 R A tli UNOEA PAtS ,. �. a . .... ..... _ CONST. PLANS R. .1788 ' a "' . FILE 132_1 k� 6 i 14 i C u � q o v �OF-V :u ll �I N I I� I In I J ►i Q7� io d 2 I I I I I I I I 1:25 TAPER I 7.23. 4 \ \Ib � OOS / 2 +50 P.O.T(XI- SD -28) 11 SD 5 / 35.93' RT. MW TIME "A" DIKE 5 ' —�; x x x x x x r �0 1 STA. 34%.46 P I R S 1 786 'wQ �:� i $714 �1 -ir)11 11M1 S i VVVIII 4 tp T- __________ I I ' it SO 5 3 14 3 N. 05 D 5 t:140 TAPER — — — — — — frt I - i- — — — - -- 1 I I I -99 OTAP " -- 0 ER 4 i -- M j i I ,�I °,� �Olf! [X1�T.WIG :PAVEMIENT i t r� TAPER � I 1 :40 TAPER 1 1 0 1 0 j I , r� DOWNDRAI STA. 4 +08 RELOCATE /J I i I2 "X2 O' C./M.P, C.:N.,P. DOWNDRAIN TO © I 14W NEW GUTTER � I Pi °,�-,, h 12 - X 20' CAR I c in STA.4 +30 It' I 7l � IR MI 7 FT *RETAi31i3K � 7 1 � �� :',!0''1!S"'.J�"' ( R LIMN! , I R a IE �E +fJETa MILS T .y� f3' � L:P d 19'211'S�' 4 +W86 :BE3 11 CURB :b /GUTTER - -- - - + 1 ' R,■ IUD' R-•1 1161 I / i T.w 21LOO, is 19.E I i I , I � R:= t2O' R 1 T.= 18.36' T.a< I7�Tg, i C L.s 36:Mf L.= 36,E COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCO S ROAD (A -23) FROM 11S.D.5 TO II S.D. S FREEWAY -- ENCINITAS —r— s„ Shee Sca o ►. I N T EC T I0 N D E I G N. • 'Vert.. NO AI E — — — — — — — — — — �— — -�— W,p,# 3 F,g,# R 458 Constr. CompL Data IN I I I N N II I I I I Recommended by: I 1+ \I q I ' I I I� I _ Data Approved by: I WIMP TO 10111 � Date Co� SURVEY R.C.E. TAPER• \ �� 322 N.�,., E. NATE IN 1:33 �'" I D I K E I I — Constr. Compl. Date 0 As Built Rev. 7 — I _ ... _ I I REVISIONS "? I IDENTICAL POM3TS No. Description I By Approved I Date I _ I , I U fe"w+li,. II >r'S,>f�seel:tea/�It •� ' tMN ! ► NOTE: I /2: I CUT SrLOPE ON X 11-SD -2 -0 ONLY O REPLACE .C.C. SLAM CLA55 \ftA O NCRETE ' a Ion lot JIM Y ------------- --------------------- I 1 + + N \ hl n — O \ '+I �o ►- (PAINT STRIP N.I.C. .2 1 0 40 TAPER \ 82.70 I N I I I I I •. I `� CID eq IN i I I I IN I I I I I C \s ,END 0431E -BEGIN I' � ' I GUTTER -'- + _ I - IS rll� . I � e Ilk y IS 1j I I'2' _ 9 x t. ; -29.UT .L.• 'S� � fib. � •I \ I �. A 19'211 Z5 gyp• � �`\��,p- ! I —� , R „� CONSTRUCT 35' . +e DEPRESSED CURB bN LY 1 1 DRIVEWAY TO BE 4RADElD BY OTHERS i 4 ,a. Ct \I r _ —_ ��y '.L,= J T- I g6� 1 p, 5+03 :46 'L :� �,7l�' 'I3�R7< 310'X96" KVELED'.R ..C.P. w M4 'wRAIIMM IN;irtH' 48 X96": d STRA"Vff' "M JMCIE,of IAVW SEE Mutt r � �I I I 0 A.T �.}:F. $ R• V I y I I I I I � I - - -- - I - - - - -- 33 5+67 :7_0 _ P.O: T. A. S. 1788 = A.T. I i � L I , DIKE .I. o s O + r ' # :4� �+ ' t:;i1e �9a�' 39 :2:9 3 INTERSECTION STATE HWY, IISD5 BASIS OF 9GAR 4NGS: CALtFORNtA COORDINATE SYSTEM ZONE 6 CONST. PLANS FILE 132 -1 R. S. 1788 SAN NARC0S A23 RS 1788 -AW SHEET 11, OF 12 d E� �.+0 7 � � V o � _ t A r ♦ a>f 75 ;. ♦� Z, w� Q ♦�y 73« i T A;11lN 7 TYP1 mall 't!F T. i RT. A FUIL PAVED SECTIbN 4W W13e1 R e 73 2;3 eT✓. t:� 121p::r6e. �� 9':2b g9 '.'1 2.7, / a� Ank Qt . -LT �P C OUNT Y SAN Y MARCOS E ROAD �AL123� NIA R =*: from II S.D. 5 to 11 S.D. 5 Freeway ENCINITAS Sheet _ of 4k S I le N DESIG I G N � I SEC 0 INTER heats Sc .. — - Hor. I ° = 20 Vert. None ' • \ ��\ , ;•' y •,• / / I �' W.O. f4 # 3-184 F.B # R 458 Constr. Compl. Data \ \ Recommend y F 5 \ /\ e 36 • 4 Approved by: _•- \ i _ _ _ �p � , _��� a •„ � �'�s' 9 COUNTY SURVE R G 809 COORDINATE INDEX E.,, ., 3Z?- N,I 1677 E. Constr. Compl Date r ?� /o/ � / \ ` �. As Built Rev T.G 'S5 «q9 C � .' \ 6Q, STA. 7 +1122 P.O. T. R.S. 1784-)K, ■ REVISIONS roved Date " S No. Description By APP Z STA. 10;07:89 P.O.T. R.S. 867 I Replace original Sheet II RAR g INSTALL CURB MARNING.BEACON (STD:DMG.400) O \ JD' L \ X27 4 FIVE PULL BOXES & V SIGNAL CONDUIT ' TC 5� •99 i \� \ \ \ S P 92 P)B • (.'/ TC aq T Al CURB RETURN' x �S R: =:35 " / .. �w 7 . T.= 33:.65* L . ¢ 5 A M \ 4 ,�.. lip; r ��•F _ ,,� I ra / o f CONSTRUCT . flN#1 16fl�1 lwA +l+bMAY O WSTA" 30 C..Y. I/# TON AM o�+l• ,4„ 64; 74 .• ' tot 64 :94 \. / gg 64'�� wno INTERSECTION VULCAN AVENUE CONST. PLANS R.S. 1788 Fitt 13C so S "Kit NAIC0S R0A0 (A23) s 1 7a _ O