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4840 INDEX OF SHEETS S HEET "9 COUNTY OF SAN DIEGO,', CALIFORNIA - :Z, RIVERSIDE COUNTY I \ -- -- -- I Title Sheet OE LUZ RAIN OW 1 2,3 Typical Section and Misc. Detail SAN GNOME FALLeAOO -6 Plan and Profile COUNTY ENGINEER DEPARTMENT Mo M 7,8 Gridded 20 Scale 9 Borrow Pit � \ �\ ONSALL R NCON WARNER SPRINGS 1 Standard Drawings: 103-1,104-2, 39 DIEGO BoRREGO STRINGS 1 S AN LEIS R[Y VALLEY OCEAN SID[ VISTA CENTER SAN nreR �� CARLESA MESA GRANDE 105 120, 1.24 - 1,125 180 -I1 �., , , \;, S AN ' � b A rnt NARROWS 200 217 218 220 ZZI 222 -I SCOND SANTA DO SAN I ' ' ' ' , ' fH �� \ \ ^PN PPSQUAL 223 - I n .D WITCH wYN LA SCISSORS 1 Le LEUCADIR GCN CROSSING JULIAN z 1 BRIDGE PLANS (s.e 90) PLANS FOR o ENG DLIV[NNA BANNER I U RAMON C AR OI J RAN CMO SOLA NA ZEA N SANTA /! O DEL MAR POWAY LLCC ITO 1 - CONSTRUCTION OF ROAD SURVEY N° 17 MIRA MAR Ou ATAY MOUNT LAGUNA LAG UNA LA .JOE A SgNT[C ESCAN50 8 ALPINE PIN! W ` OSTONIq VAIL[V PACIFIC O ACM [L C ON , MISSION R ACN A DINES^ OCEAN EACH A A PING VALLEY I L[mon - N I 11 , N IEG6 JRMUL LA C AVENUE A 21 I CORONA O ' NA T IONAL CITY 1 BOULEVARD ' CHULA IST DU LZ URA \,�. ^\\ 1 I POTRFAO CAMPO JACUMGA from U.S. Hwy. 101 (I 1 S -De 5) to I I S.D. 5 Frwye (Route 5) MTIRIgL � PALM CI Y S T[CgTE — OLACH D MAN Y-1OR0 —� MEXICO and PROJECT LOCATION U.S. HWY. 101 (11 SoDe 5 from Engineer's Sta. 130 + 00 to Engineers neer's Sta. 145 • g +50 , Total Length 0.85 Miles I BAT /OU/TOS LAGOON D � S JN E 145 +50 END WORK P G05gP P O JOIN EXISTING m 30 +32.10 END WORK LEGEND 9 Q PROPERTY LINE — — — — v LA COSTA A VENUIE LOT LINE RIGHT OF WAY LINE �, 0 my BASE OR SURVEY LINE GAS MAIN Ar...��_ B UILT" `` ._._.__.__ . - s � s 4 �.A J ION WATER MAIN -- � SEWER MAIN - -- P CONSTRUCT 4_ET.D /O -3-67 GUARD RAIL A z { AP• n ROVED" 3.231 9 0 A DIKE p DITCH A A A ° W 9 EXISTING ROAD ----- ------ In ANDREW C. CULVERTS 136 +87.01 = G p pVE A MANHOLE @ 0 +00 LA COSTA AVE. m v EN SURVEY MONUMENT Q Approved: 7 191l Approved Seof 27 19G6 a Ew By B Y Chairman Boaro of Supe sort County Engineer R1.8091 9 0 500' 130 +00 BEGIN WORK 2 SCALE JOIN EXISTING m r I i �? S. /796 / of c,�' Z_ 7 IT 1 ! 411 o 1 1 T ITTT I IT T To a T1 C10 00 SAN 0 1 E Q 0 C A L I F## 1 .�4 LA'COSTA AVENUE (A 21 1) Ol� T from I I SA 5 to I I S.D. 5 Freeway and I I S.D. 5 from Sta. 130 + 00 to 145+50 LA MISCtLl. 12EIA-1 Sheet __jL of Sheets Scale: Har. None Vert-r-4 111111132+00 T 140+00 W.0i Fl R-341 Constr. Coni To ol SEE TYPICAL. SECTION Recommended by: BI 4 B2 LINES sill Datel 10 3 2' 3 2' (To 5TA. 135+oo) (Till STA )39+21-30) IF Approved by: SUPER HINGE SUP ER. HIN6E ZOUNTY ENGINEER E BD91 24' VAIR IA6 LE. 135 +oo Ah 24! 3' COORDINATE INDEX 334 N. PROFILE GRADE S. BOUND 2 VARIABLE (SEE PLANS) iiiiiiiiiiiiiiiiiii­`�1� 2 PFZOFIL_E 6 _A�21K I 13OUND 3-22.4-4 �,I Constr. Compl. Date 10-3- 7— As Built Rev —TYPE 'A" DIVE 135 -4-00 Ah, MIN MIN. 139+21 S 3RA I TYPE DIKE. STO. Dwils. 200-1 TYPE "i DIKE STD. DWG. 200 - STo. Dwis. 2oo-I REVISIONS No. Description By I Approved I Date VARIAELl VARIABLE 5 % VARIABLE _.�s Yo ---------- z 7 ­ J�5 I ti O.II7'A.C. //Al o.20' A.C� 0.111 COMPACTED E P FILE GRADE J, V A. B. CLASS 3 V41TH 501L- 97MRIL-Alill 1-30+00 TO 1 S.BOUND L 0.3 130 TO 139+2t.30 N. BOUND FULL STRUcT SECTION 3 1.2o' A. S. (MIN. R- VALUE 60) THROUGH INTERSECTION o.;20 A.C. 0 IF AREA MFD)AN OPENING 2 0-33' A.B. CLASS 3 1 1.2o A.S. (M I I R— VALUE=( 0) !L TFr',10:1FF, 2 Is IN j sa TyPICAL-� SEC N OT F_ 0 > 3C.AveliFvi Exis 0 E WiT"iN 3' Or- Pp_oPosF_D P;zor-%L_F_ 0 ?it i�: F W w 1 70 145+ SC) J E + 0 (No SCALE) J-) IF all - J " w illj ,F L !T I: 12T. i I BOUND T.W. 0 ETA I L A 6ROUN LINIS 132+00 To 135+9 LF w E31 LINE LINE Ill V N L 6 2 TYPE'X'DIKE In STil DwG. 200-1 14 Fill, j TY PE 1181. DIKE VASPI A Q I P 5 YPE ';A" DIKE-s DwG. 200-1 TY PE "B" D I K E. VARIABLE L W 14 (SEE 20 SCALE) 3' S DwG. 200- 1 SEE 240 SCALE STD. DwG. 200-1 1- 1 .; fill -4 + + ISLAND ISLAND VA Q I AB LE VARIABLE 77 VAR 1A I VARIAB T L 5 18 ' 33' If .7 � I l- 0.20'A.C. 2 ell 0.3 A,8. CLASS 3 0.20' A.C. 0 J 1.20' A-S. �MIN_ R-VALUE 60) 4`WALKWAY 0-33' A.13. CLASS DETAIL B 4! 1.20 A.S. (MIN. R-VALUE=60) GROUND LINE 4 W F ,f TYP ICA L 5 E CT 10 NJ — FYPICAL SECTION "F 0 1, oll 1 , r Ill yll jol Mo l B-1 LI N FE B 2 LINE + I ' t rA I F 0 1A (SEE 2o SCALE FOR LOCATION ELEVATIONS) (SEE 20 SCALE FOR LOCATIOl ELEVATIONS) 0 IF ) + F " F ll� T 11 �j IF JI 5S 24 x PA.VE TO TOP OF CUT IF SLOPES STEEPER THAN 1�1 AeF REQUIRED CM-P le"GA. To STAY WITHIN Q/W W 3 MIN. 3'A4 i N. L GROUND LINF_ > /W In in DETAIL Llr4F .5 In J I I N FIll AREA. + N CUT AREA i n ill F r "TT 0.3 AIR IPLOVI MORTA Q I BOTTOM WIDTH AS it 130TTO W I DTH SH�Wll ON PLANS As SHOWN ON PLANS I x UNPAVED 7 PAV E D GRO UND L-If4E, A. &. Soy 4; Ty PI C A 5ECT 10 N Tob T 'DI—r<Z—H TYPE 4 DETAFL� D o1l ;N PR I W ti-0 E 5 IF All, T Lill 1 4' To �A ji M. 6 i " Tal i Go", Fill till f,% To + IF F To, 4 F I I� iAAA4j*ft I i i, IL ��w I, 1 11 11 L."111-JIFTI . 44-: 4 1 F.,j t�,IrjAt, &111� J 'JE:_ I �Fl �1 lool �14, o�o lo Mi N � �.ftl , 4l� I � �; � �e 2 1 _,,:. .. : ,�,. a . ..f Iy.,., 1a 1,1 la I;�gs^r1 ". ANaTY'. ,� .- .,,,. h ,_, .�_. ., ,.. � e „ � I...I Iw- f �?4q a': �. .� 4mlT:§ , INIV* ' rd " re i �:nr ., f , - _ � _ " i .. _ 1.,' II GP , - �.1 � I 1� 1 �W.I� 1� " 1 "'F. � i a �I'w - ' COUNTY OF SAN DIEGO, CALIFORNIA LA COSTA AVENUE (A 21 DRIVEWAY TA from I I S.D. 5 an I S.D.,S Freeway 1 I S.D. 5 DRIVE TRANSITIO from Sta.130+00 to 145 +50 R.S.1796 W AREA INSIDE OUTSIDE R/W VARIABLE C5EE PLANS) STAT I ON S I DE W I DFT R/ W (SQ. FT) SURFACING MATERIAL A.C Sheet __ 3 of 9 Sheets Scale: None Hor. Vert. _�� LQ_ 30' W0.# 3 F.B.#-R!14SL- Constr,CompL Date � L AREA IN n _ L I N. FT. Recommended by: SQ. FT. Date �. 20 20' - Cat ' i 3' 8 12' 12' 8' 5' 6 t 00 L T. 12 1 4 3 5/6 Approvold by: TYPE 'A" R .E. 8051 —TYPE A" DIKE PROFILE GRADE DIKE :4" / R / 1 1 32 T 12 4,5 - ,.A'- ✓Tate, -1 COU Tk' "ENGINEER 14 +54 RT 12 131 COORDINATE INDEX 10 _5 c -•- +2% -2 %-. f / 14+96 LT. /8 245 0.33' A.S.(CL.3) 33�_____ N. , 1671 E. / / � 15 + L T. 12 131 :: ., '',•, mpl�- Date— � °_��'- �7_ AsBuilfRev. .3�1,� ��' ; ? 21 +89 RT 18 2917 Constr. Co *` Ala 2/ +89 LT. /8 227 REVISIONS 0.20'A:C. 1 No. Description By A ` roved Date 22 + 38 RT. l8 " ,L ^\\�� 4' WALKWAY TO CONNECTOR RD. 22+48 T. /8 227 23 +60 RT 12 /3/ I I 132 0.33 ' A. B. CL,55 3 z4 +02 LT. 18 227 19 342 - -- 12-o' A.S. (MIN. R- VALUE _ 60) 26+45 RT l2 131 26 +65 LT. 16 Z03 26+7S RT. 12 131 TYPICAL. SECTIO/v LA COSTA AVE /VUE 27 +15 LT. 12 155 o+ o o TO 1 0+50 CONNEC OR i e ; (0 +00 TO 2 +00 5E E 20 SCALE SHEETS �� 9 LT. 14 880 i [ No SC-A L E H16HWAY /0l t 138 +92 RT. 20 320 18 360 s /38 +93 LT. 30 /,438 20 994 - N o T E : 144 4,25 L r 5 . 24 - Z'500 a ' SCARIFY Ex1STIMG PAVEMENT IF T � i I WIHIN 3 OF PROPOSED PROFILE RA I Z); A E �il � I f f VARIABLE '1 r\ r � - I I O,UTTER:, 'LINE VARIABLE x VARIABLE CSEE PLANS) I t Lr L 2 C• 30 SEE PLAN F-140 DIKE. L = TRANSITION LENGTH nAAx. / \ (SEE DRIVEWAY TABLE) 2 0' ) \ WIDTH VARIABLE 20' I SEE TABLE # t A Li I -TYPE A DIKE TYPE T PROFILE GRADE ':4 DIKe — O 1 A . C ' 1. \ . C. t f I i _y g5 +- VARIABLE i2% TO -2% —S TYPICAL SECTION DRI VEWAY NO SCALE 0.20' A C. .� ., P L A N 0.33' A.B. CLASS 3 NO SCALE d �k TYPICAL SECTION LA COSTA AIVENU E 10+50 TO 30 x32.10 No SCAL E DR IVEWAY *30e MAX MAXIMUM CHANGES OF GRADE WITH VERTICAL CURVE Q 1a /Max. V.C.,, PER CENT CHANGE 14%MAX. 141MAx. LENGTH 32.5' - - 32.5' � - -� -5 °e-� (FT.) CREST SAG /� II' MIN. II' MIN. — IO 28 25 16' S' 24 22 - O. 2' TRAFFIC ROLL I ON DOWNHILL DRIVES 1 1 6 20 20 M AX, iin� NO ScA L E . A X. 4 IS 18 14% 1 12 12 2' 4 M TYPE 'A TypE 'A 14 %MAX. I PROFILE GRADE DIKE \\ DACE g00/° MPx' 1x1 P R O F L E TYPICAL SECTIONS spop 0.20 A.C. 4 WALKWAY NO SCALE ; o.33' A. B. CLASS '3 DRIVEWAY $'OH +EDU , . , 1 LE` 1.20 A.S. (MIN. R - VALUE _ (00) `. ! -. 8 1 DETAIL�a, D EXACT DRIVEWAY LOCATIONS AND GRADES T C N N AL SETION C pECTO e ROAD SMALL BE VERIFIED THE T ED AND. • � � t 1 Y ,' MAY BE CHANGED OR R OMIT BY THE yh I } RESIDENT ENGINEER. 1 0 a � 5 9 I / P " � /�' ICS '' 1ul RY .,f ' 3 I 1 1 1 x f 1111, � , r. � .`.: `g � "n„ 1 r, w j� .r i k '�•f - �'* I '1 i ` I : •, 11"�I _. r 1 r r axaf'L� '_ ..a. _ 1911: Il�m , _. s -.. _ - . —_... ra - - ___ _... - ^ :::. .. -... < I. 3 .. n I _ i - .: i. n.l:. iJ�.._.sY4,W4V1b,�9sr _ �.X %: _ - ; _ JAL✓,. 1.uLJWi�.v.."'.— �1�L.�11u �, ..�Or.L�w_� I rl4 Y� �J:: .:J ...� a Hari. dlnl�6�: Ifl,, 1 ,,, I amain M ,a' ,p I ivi"A r` w "I '...Xi:r�d9•w; q. ...,.. n •n�' ,'lq:n+�»... r . w: ....,. . .,. r • T�!91Bh' � le .� I � N70 ° 58 l6 "E COUNTY OF S N,pIEGO CALIFORNIA ' LA COST AVENUE (A21 -1) FROM II S.D.5 TO 11 S.D.5 FREEWAY' x , AND I I S. D. 5 lbOi 8i 1 FROM STA. 130 +00 TO STA.145+50 R.S. 1796 \ o � PLAN a PROMILE b j V/� �� Oo �7 r� + Sheet 4 of 9_ Sheets Scale: Hor. 1 ° _5'___Vert. 1 '.� ti \ b� 00 /4 7_ ? �3 All \D� � n yy0,# 3 F.B.# _ 346____ Constr. Compl. Date -- Recommended by: ryp^ \ / / a Q�/ ^ q S. BOUND DATA CAL/FOPN /� COORD /NATE r B S A STEM ZO E 6 - cat O V 4 A = 12 ., roved b 4 � : 4,. � �' 130 +00 P.O.C. I I S. D.5 �j, / / P/0 O/ R ` 2250 ' APP _ Date_ BEGIN WORK- JOIN EXISTING ,y � l = 481` 86 of COUNTY ENGINEER .C.E. 9091 �1 x p T = 241.8 6' 0 e COORDINATE INDEX 334 — N, 1671 ___ E, _ ! n ti ti Co, p� \� % cb O " F 4 �IQ C onstr. Compl. Date �.�� -- As Built Rev. o ._ t W N Q' a !� I I � 6� 14 v° 2 y = v W i F i y!U �nl REVISIONS e'o M ti RN, d• nW ,- v a W IW CoI �, No. Description B Approved Date g� T Y� ° 39. Q ce 1, / � ,IQ x r'' 0. OI �1 V 0 +00 DRIVE O to 1'H M r7 •W. WA p 4 x x @ ;�., o ; 29 • ; l"l ff - 0 -1 0 z - Di I w 1- I W I ,« c� > z z 'rC w ! ry,o y a It tie x 4', I Q +I x �' W '! I r • l w I m z Z Z / / O// a +k� ILAEt� f�E•4A+OU y a W O , u Q ; N Jer tb M \ I / l U /T, // m F° t DATA e ".. b ra � Iq �I / G' QUA qua Qz r to -- - a» _ 1'`YPL" A +' I^ N ' v -- - --' o * . W 3 I *0O'oo° ,4S �3 / LT / �G' /� / ®Nu o v cv b� 3g - ' m F F� m 2 y tr J 1 d _ ° /N 6' o /woo / t i r - ✓iP /N ..... ».. A" <, - nhh r )oh N 1 orN VI -- - -' o o l I �lZ a L 9 ` MOO /r�Y Q�cA /N4619E" �l �3g� S2 / ( 11 l h n 1 1 i NI L _ 59.52 V O SCq 1.E G, O S. O $ �I 111 rs s" I /Nr: 'o > Q' • . -_ _•--. �.. -_... p.N �II = 5,13' 0 p° N W; p rl 1 N,fl\ -.• .WI C. �� R 1. 1 Q 2 v' tV Jot a 3 q 1 L T �� / C X 2 1 1 W /.,.. p y.W I - - :._:: ,c 1 NOw 3 N� JrR-1f 30' 00 ° 40' 1. z w 0 R i F Oy 1 r j B c F I I �B "r.. /G �1 w W Y 0 G , 2 g 3' r NST g� 1 S 4 , I N L 82.73' bl x Q \\ /fie 3 LLJ u1> ry X 8'9' �6• xr'C 1 4 'to 7 50 m i' t --- ZI f IL X 00 U' �O FZ C 4 0 B /Ip'. B, ,1 •I T- 4�6. O• ,_ I I ' I (SEH. iMAL T YPE "A" DIKE 1 `\`� E.C. 3 +2$DiY12E WTr ST I'NLf}yp 'Al (p 140 ... H GRID SHT. 8) r, 3rOl2r° t 1 Io O t0 E DETAIL`S SHT 2 Q� / "f`Qa Pfi% ^ �� ,91� ° — 111 II Tyop-g• pIK 43e(4' 09"w 56 8 3' r 1 Ty PS° 'DIKE 1 I{ r I SE N N ° m n 0 ` \?� /40 a 4. dso if GL o o hl y i�� z O� �. N44 3� 24'W 21 4 6.84' C M/ o D ry 41 RiL - - -_ 145 W I N 44 4.21' R' 7' JrW ` H - - - - l - - - 5 _ 12.94 R�C _C. 2 (q V I I - - - - -�_ �_ $1 LINE 3 CENTER CURVE • DATA / ,� R 13 �yy, ` ( i Z Mi , JQIN ! }, ' A= 40 22 57" — type ,. ®,� o �� TI u _ • ; _ 10 ro a l r 8, QI I 1 I W III S I. Liz 18 . - 1 I'" 3" d 3e 04' 35 -62 46 3424" 63= l/ 2 G3 „ r x1 11 I - 4 ry I T. 4.4g R• 2412, M �_ ` R = 1 20' R = 83' R = 400' - ' r ��\ PE ac ?NT EN '�' DrKE 1 45„ 92. -LOy �' I h V' ,_ „_ S 1� FIT. A.C. $PI 3p, L = 62.99 T - 35 T= 35.66' %S * e 3 _Be E 1x2 4. 0 po`. 2 /Ng �W , o �0 ° X to '� -r ""AY {” � T = 32.24 8429 L 'NE- 0 \9 B2 LINE DATA tr <q�OST•q v N t V ko v� -- -- hl N. Boulf'o DATA Sr o ,. <A � °STa' V� d =81 °/8'29" q� 0 �a 4fr ° 14 6 +5o EN r rz• (� 0 + 4 F SDI A =4° 2:57 JOIN D WORK - 1 /2= 70' �Qo �o Mr R=24i2. N Exr Inl6 �1 SEE Sll 5) L= 99.34' m �W bW �I L= 184.49' Q Uj dt - F nr7 z W 1 • 1; J Q% T = 60. T= 92.30y ro W IN Ell 55.09 dCHISF-LffD -SQjUARE E. EDGE '2'x22 - CONC. SASE, R.R• CROSS INC SIGNAL ? LIGHT 7&o E. � TRACK, 21'N. OF FIN HUUN t 3a, ND OF AvE. AT CoR. O - _ NDR rW AVII V LCAN AVE. 'r 2 S. I , em - — n 0 =-_ 60 - - — 2Q -- _ -- _ _ Q ,IIa Jw2 W _ _2 — - - I m.gZ2 - _ - Z > Z Z y Q QO7 p In U C.1 J a 4 ]C 0 F ' z 50 — — -- — 3 o - Y W w Q Q O J , - w° ` 45 _— eI D w w . _ C rnac,mx .. _- �J 1 2 0 40 - -- - - - — - Ir -- — - - nil - 35 — ° - r m.. 3'O IT I t ; u, • I dY• :t J ' 1:__ .l: S ... ,. .:r r, . . ';I I, ^, .. ., Y d:.. d.. .EXC.C.y - tl 9y1 ,,; 9 / 0 9•¢ T O53' *. aR q o I w, 33'sro 22' C7 L.:,: 09,4 mil' 130 131 132 /3 /45 �# i35 ' 136 137 � ��,- ° _- . , _ a. f �. z � r � � , , " • ; �•�� � 142 , ° , 143 144 PLAT 1�aF , �+ /•/ /y //_ /y /fir ",.' .'' II �tJ,./ Y\ • 487020 PHp � ' ��p p ,, _. w • - I. a. � ,. s'. ,rvl I e�' a,: x r� �. : � r ^gn.. ,m ••• ua ry ^,,.� °, u: -,.: M , .wr.... :... ..,., ,: � , ,.., .. �. ., ,r ,,:::- `,I'r ,:. Mat^ • °. : „,, ��... � -� r:.. , ,., � uW..;, ”; .. Ir. H , r �Y....�,a "9 tax +'i;, I 4. ,. ,�. ., rv� T. ;� y �., -. r. •� A .. < ..,.. 1 �^ - r ;� ry8'. �� I ;a , ?iiPC'., r,,,_�,. , �tp M1 ° '"�, " , ,I * �y ��.�d J' 1{ r I •y 1 u " COUNTY OF SAN DIEGO, iCAL6F0RNIAr r LA COSTA AVENUE (A21 �+ 4 Ii w z 0 ° FROM II S.D.S TO II S. 0.5 FREEWAY v 1 m Q 0 b y'2 A �� 0 z� AND h �I m� i � w -T .X ,�y,v, BA515 of BEARINGS II S.D. 5 ?v7 tq/Q iO4 Qv� rypY A V�� J T CALIFORNIA COORDINATE SYSTEM ZO/VE (o FROM STA, 130 +00 TO STA. 145 +50 R.S. 1796 f j a j a 14 11 P Z W ti W c z "Ill 11 e'I PLAN' 81 PROFILE P Q J r N o Q JJ /e z ° o u 7 o�roii� y Q ro� Sheet 5 of � SheetS Scale: Hor. l « « - 50 *: -Vert. l u° S• V.QO u 2 � 0" 0 m Q � > v /Q +1, Ld h ° WILY w 0 10 u - - -- _ # _ Com l. It w O tr h Q 0 n I W F Recommended by: W # r o C 0` v s W.O. 3- 14_ 5- F .-B �R- 3-45___ Constr, Com I Date �. Q} h l K o � o 9c,'! a.. N n jf �ti �zs' f o e/ 0 n Recommen w Oate u J \ J rt i p � Of fj /FE o I SFr. e - �� -- ul 0 _ n v� ' Z I� �� _ �^ ��� APP y e Q [y M ro R o (7 «� Cat r W a I Im T Qt 5 +66.06 R. 179 z A Appr oved �I+ 0+00 COhINECTOR RD. o a n u �tOate m / J" I F COUNTY ENGINEER 18091 ° C4 -- _ {:I •,r H 4J COORDINATE INDEX o1`-52" R 700' i 334 - -N. � 1167,1 - - -- Ee aa _N / e.19-= h 4." J o 0 ,� L _ 23 2 . 5 1 . tI S SLO E C b O Q t '` Q 7 Constr. omp. Date. '�- r- oS-_ D 25' ` A � C t C 1 Dt T_ As ui1t e O d A GoST ' - TYPE "A DIKE 1 �l I + 22 qO �E (TO GEED l5T Y °LE No. Descri tlon REVISIONS B A roved to _, 'n1 /'L l 23.3/ M O PTO �kIS7 ° NE ' O 54 "0407 E- I VI P� Hv T, M N Ty_c <g fo p Mq oTH 0 O P y PP •«• N DIKE RETURN l il b q E E Hp HE q I rri, A" OI1 �Y LE RSA DITCH LT. DRIVEW4Y CULV ERT9 ROSS J.C. / �✓ q 4 675 ' 0 10 _j ^ O N O - EIQ CUW eraTd DELeTto Il +oo 10 ? - ) + 150 35 . R = L- I , K h . 3 Q A I Z \ 1 r\ l Vn / I V 73 /l �• � TUS b O�G. @ 10 APART W 111 I / 1 8 + /� /a:• Q'I vJ �i. OF EiJCA�Y C." a d^ II N } 1 ` �O x \ ` � � ) ti/ a • ` �` a l _ ( .4.. F"1$ ®r J 't' e9/'u .''. ^^,/,:,� '' zzz < 00 T� /� \ S ROW _ _ 1 / oU0 N 2 F NI CONNECTOR RD' Od � - -�, D i� PE r"l y�� W \ \J ~{ 1` Jia lol DATA NI <4� ✓ K „ - \1 ! 7j - //Y �6 p Ty q.. Y1�E__ E NI a s..- ���r -. , ry a l�e,. Q ADD O!k C 'LfYN6• rOR /IiEN(/LIY:1 N ¢ 'l`�� ► � n 20" �I �� R =35 E -- - -- /`` x a ® ...�. - rdp6lE. 4 l9i q /� +I p 7,ON = p, 5(o-p2- 0 \I /G•l ,ry j 45•IB - - W 'Q 1__} -- I 5TA - . - -__- - 1N _ _- - AC, P, �.o - W Q - I 4i e, x -PUMP _. 10 °P .G O. FORG- _ - - -- F RC / Z <�. ¢ 3 WIC Vf, J f Y L= 97.81 0 2' N.P. Cas' / (v _ - - R. S m Q. i I I T- 21a I P r 2 - -- __� - S 3 4_.. 9 +0 C SPILLwA �- g � f 1 \\ \4aN �� r :.' , 'k IN 7C F W Z3 ro cl f� IF vl _ _ —� c 1 c� O P T z � _ f41 Q Id f0 U U/ _ I / _ - ,[ -/-71, ._ _. STD - _�_.'� �.�-- - -�'�- - _ - - - p•'� Y OTHERS. I3E z> rKAE ° W \ �'� In (414 A (� W hI IOW I O I _- - Q r � , , .JOIN - - F � W�' E SDEAL..xLSO. tMON i •. Z - , v.c iA w to 1 1+ �' 0 d Ur J z ' J- ,,c2 yl / � -- - _ g_ _ . -_ wA-re.a/� � :'.'L�� >: � ) � In - Q - xQ o` R - I b -� -�ao In °A.c.P O.'a�/y/!My � � �Y � C 1 W \ 1 ¢ 0,�' 4.� CiGT O 2•^ q 5 3 , E -_- Vr I . I Q c o ° F V Q tr� /Q a G N��'sl _ _ 26 08' -- - Q� rr ", O a _ o F a n 0 I- Q Z - 4 4 /QI-I� �0/ 9530 ` 0 1 2'• 50, \X 78 ND ,DITCH G O �� 69c` WqT.,.` •.' _ � �,�� 31 ,�'• I ' ,. N a re n H \ ❑ W Q' lQ w / v(9 I 30 �, +50 R.S 346 f R V� .4�• �.. ,� s b o Q j Q 0 ' o s 111 R a X, mnI I I ` Q 2F m N W .; B APART I^ Q &' tN \ \ _ 16 Y E \y �._- O ApW CYPRFg d\' (!^''� \ F D W Q 41 N OR3 /v+ __allr -a,- - OSNSE �, �d LL LL O Z / U / `✓ �� O pR 4 I-- ,•AO' qN 6 +65 LT 1 � 4 DRIVEWA`( L ry z z V _ ul Q EX'oaa P'i o ��\� A.C. SPILLWAY p1m 19' -28" Fly�<J uv .W 12 IA Ih UI J 2 � A io �� O ,(a STD. Dwo. 1 24-1 ul tr! 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OF - -- -- - - -- -- -. - - - -- - - - -. __ _— - - - - - -` .. _... _ M KO. t -- - - — STI 84+ 76 r R s. 346 - - - - - -- - - - -- -r - - - r -- - - -- -- - - -- - -- POST E . S 23 E NTRANCE La Cas A Av E. - �lrl «' -- - -- 1 I '� a � , • � 11 6 _ _- _ __..._ _ -- __ —. -... - l _- _ ._- _ _ _. _. _... - _ -__- _ _ _ __ _ _ f i ll `• all yy I W ]O N III � �� -_ ._... -_. ___ —.. -_ _ - ,. _. __ -. - -. _ _ — _ � - _— _ _ _ I� R I F •.>+ � %V k �P _ - ISO F. IL Ell CXE a - -- - - -- -- - - o 51 H J W -- No EQ a ¢ o O - 1. 6LLJ. —s r . _ _ -._. �0 _ N _� OI - �k _ —� . _ -__— - -._ _ _ -- SL X. FA >r N - , ! 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Ind,_ L I u� _. _ I _..e__....3�ikw��_, .�. :1: f ' COUNTY OF SAN DIEGO, CALIFORNIA v LA COSTA AVENUE (A21 -1) FROM II S.D.5 TO II S, D.5 FREEWAY AND II S,D. 5 FROM STA. 130 +00 TO STA. 145 + 50 R.S. 1796 BASIS OF BEARINGS PLAN 81 PROF CALIFORNIA COORDINATE SYSTEM - ZONE (o Sheet -6- of- _Sheets Scale: Hor. 111 =_ _ -Vert. W.O.: 3 -J.875 -__ F.B. R -346 - _ Constr. Compl. Date Recommended by: Ta . s Ca Approved by: Zr1. D at e 9 n� J �/ - !..+..L-�_ _ Date- _� -_._.. COUNTY ENGINEER .C.E. 8091 COORDINATE INDEX ° - -- -- - -- 4 N. —_I 7— E. Constr, Compl, Date �-3- � As Built Rev. -_ REVISIONS LO V z ialali } r T ml 1il 0 V No. Description By Approved Date x T X r > w o U•; Q } DITCH LT., DRIVEWAY CULV CROSS 3 �x CUW ERTS DELETED II +oO To 1+30 J Z ZI 1 1 3 Q >' I OI 1 T < f' O VERT. ALIGN. CHANGE IT +00 AN.. M Z Z I W W n W Q G 2 Z Z ! I > Ql W I > N > (\11 1 3 LOC.4 EOMETRICS of JOIN REVISED. ' © DETAIL, ADDED. ��••� �, �"' ~ a 00 ? - _ > (Q W ADJ. EhIST. MANHOLE - In IA W Z coo CO Tf > CTo f3E DONE OY OTHERS Q K Ln > In > 0 - W1 q.Q �RO'+J 3 �F �V�_F o_ L AV F. � 30 APAn!T -__ Q + - - - - -. ° +p +A +I hF I NC 3 ly r_.a d I� �% nn res 15 "A�E_� Nm N�� J OIN - N� N� NN NW HI - J OI N 1 i JOIN ROW OF Y. 2t'o5 30 "AVC. �d 3o AI�a ILA - -..-� JoIH JoIN p -- p7 12 JoIN ; J OIN �� I I _ _ � EX IS�T�C C _ _ I I W V IO "A.C.P FUR_CF_ MAIN_ \NO ____ - - __.__n1 _ LA OC_. STA A 2 "N.POiAS�� - ..__.. VENUE - _..- - -2 ' H.P CAS R S 1 9 T .__.. TYPE A D1ICE —.. - 7 ry -- _ . `D .._- - _- 12 "A.C.P SEWER 3O " Z w YI _. _.._.- _ _ p q �1 _ -- _- __ -_._ __ - _ _ _ _. __ _ -_. _ _ _ -_ _. _ b � > m N R:• to 00 - IJC 89 24 OI W +05.021 +42.1e2 20 IO "A.CP. FORCE MAINS 1Qp7, I0 25 _..._ -_- - _._ _�- Z 51 33 —_. .,. O U MN —._- -- - - W> TV PE A O O k_!o A.C,F WATER 31 B., V.C. F2 /T_ -- 1 -- __ +79 62 — _..... - _ -_ ..._ __ ___ _ -_- __ _. _. __! - A.0 P WATER -'7 -_ .. L= 3SO.DO -T- f9o.04' _... -_. _ —_.__ C ¢ NI f" I IT _ O _�_______- _ AC, PI. WAT F_R� R wU `� ~'^'° ' 1i `� - TV PEA' DIKE 4 N EXIST. DIKE -�� - -- -- - -- - - -' -- - �ExIST. rzOAO� w W LL �J 1.1 AVC<AO TREES WAIF _. FY.. EXIST. 4.C. -_'�" O - - 4PBA�C? 1 JoIN ADJ. EXIST, MANHOLE N H \ 1 C } 5 (TO BE DONE BY OTHER5) a__ _ 12 ' _ _ 1 `,JOIN I �JoIN Jo; N- JOIN I JoI ENO DIKE E - - -- -- -BE61N DIK l5 W 2 �._ M TREES TO OE MOVED JOIN Q I } } Q 27+ 50 TO 29t REMOVE W W HER> P21052 To TIME DIKE RETURN DATA Z 'Q Q 3 EXISTWG DIKE � WIDEN EXISTINGI DATA Q OF Co NSTRU PR IOR. o I DIKE RETURN DATA W > M > 13 I N 3 In PAVEMENT TO 20• RT. SIDE O D= 90 04 38 "" I Z u m w p W n 17 ° 3 0, 00 O 0) 2 R= 2s' �= 89 ° 55'22" O + .N 0 > �� o 20' 120' R =25 y4 NIQ NIA + N1Q NIN 3065?24.910 P.O.c. ' LINE Rn 11Cj0� NI u1l(dpE L =39.30 M1., - I _ 0 L = 39.24 D rn n ST. HWY. END Or- PROJEcT c 35 1.25 �I 1 T= 25.03' 3 W T= 24.97' 1-: D V v = t I �� I T = 1-7-7-00 Lo + N o o In Ric 0 20 + Q OIC VARIA6LE y L Q Q NFU' ` t 2, / REMOVE EY15 -C DIKE. W 13 d Ex 1ST. E (V !n HINGE I .. �v�i EX19T. FI= DETAIL OF W I DEN I KIG EXIST. PAVEMeNT 27 +So To 29+1,,0± - - - -- B•M 2 EL 7'7.27 PRO R PE -- - -- - -- - -- -- D. B YSTEELO P OST. L.S COR. - (_,q COSTA AvE. e SHERI DAN RD. — - -- TV — - - cp -- 1 r VII U z } W O - - m - a Z Z Z>ZZ - -- cK - �p _ -- - -_ -- -- - -. — 80 — - -- d - - __ .__- ___ C1 Z _7 -- -- _ - -_ - - - _- - - -- -_- - -_ S It - - _- -_ _. X 0 U .. . -_ - O - - - __— - D 70 -- — N a c�7 m 2 - -- __ - -__.- _ - _ _ -_ x LiJ Y - _ . 'J a I Co _ - rZ _. �. 6-k_ _ - - _ _- - -._ - — -. __.. _.. _ —_. - _ - - _ -- — - O , e - n 55 . M — EXC. c. y. 2, 17 _ - 2 09 147 40 ,� 392 a .; ",,,�• *• Ea RTN W021G TOTALS ,. E�1l3.c.Y / 3g0 1 1-F I D 4 0 ` (v � 8 �:. 4 EXC. 5,002 C.Y. _ 16 1"7, 18 19 20 2 1 2 I Z EMB. 55 31 tv C.\(. 15 # I 1 -- -- _ — _ I ,. r COUNTY OF SAN DIEGO, CALIFORNIA 5566 LA COSTA AVENUE (A 21 from I I S.D. 5 to I I S.D. 5 Freeway and 56.06 I I S.D. 5 ' 559 from Sto.130 +00 to 145 +50 R-SI 1796 GR SCA \ �4 5599 Sheet_._? of Sheets Scale: Hor..C-L90 -Vert. None „P 543 1875 __ F.B. #- __fi- 34S_.__- Constr. Compl.pate 5 7 \g2 C'4LIFORNI BASS of Recommended by: DateZ �G ��Q 55 \Z 515 X699 . pL A C�OROIN,gTEg S YSTEM _ \ 11 E �o Approved by: \O, 504 � \ �a ° 1oq Date_ -J4L \� 5.44 .8z o o 56.83 �� h COUNTY ENGINEE .C. E. 8091 \ p PP \� COORDINATE INDEX \ 7 6 __._33!1 - -- N. 167 E q h ry y �• 1 D \� ` 55. �z 56.63 ¢y r1 ` hb \ h�� co� Constr. Compl.Date /0- 3 - 6 �__ As Built Rev. Q N �\ 4.59 �, ry GJ¢9 By Approved pate q- REVISIONS w \ r 54.99 5E 40 b �M h b \ x5o A 4 - CPl 5aS' P \��P, No. Description ma \\ g.0 �� \N 6 \dJ 56/8 z ( \S y Ci \ b\ O' \ c� al a C �p XoO o 5 � \ti �� hb b h try \ . \�� \ �0 . �'' \a h� .. 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Z \v s \6s ss y6 � �b0 t � �.� 3 � h �V ? \ o - ad o ,�nr� AS S � o. ,.x J'6 99 ss7o S6b ° � q � `}O 3 p \ � = h s ° h -p\v�• - o \. \ �\ x \ �' / / \36 0 b b ,°� ` ss�, s \ s6ys. R - 2 5 \ �� 2a �3 bo a h APE P �, \\ \ I a �� / � � °\S6ej h � \ io 5 $ s'6 s ii 11\ 67 p6 56 \ \ \63k ss - a 1 h�yo / / / 566, 0 r 1 'n �� / / m s6 06 ,5'z,5- t3 y61 9 1� \ a p - 010 �b (� \ P o Co � a� o h r• 09 i \ 5� 1 �6 01 5 5 q 3 h� \ 1 Ioap � h� o 0 B I L 1 N E 3 C E � '� � a ^^ 7 � � `, \/ k •. � � \m�P �P Z \� h 5' S NTE R CURVE DAT 11 \ k y 8 \ h ^ � o 8 46 34 24 10 I t o f 5 3 5 _ 30 0 04 3 5 4' 2 -, 3 - 23 r ' ' �'� I y�o \ is o P c t 5 Q - - - r b Q ^ R 1 R _ - Sa YY a 5 - � � R- loo" - 120 _ 3� R . 4 dt� ;•"" . , 0 0 L = 154 04 L= (0 99 L _ 6 7 • 4� L f 7,1 0 0 3 2.24 T � _ ' - 35.¢72` T - 35 ' y1' aryl 803 10 x � 9 k ya T= 95-33 T - " , z {• 4 , k GG/�Dc alb 1'31' 25 \ 5815 ��• "� I .� �, ,, I �° �, r .� / � ' ,' ' 01 5a 132 +00 34 o+ O O B I LINE 1 } w �,',' : �y » • %a 'I SH r. Y k r I. T - r pa L /796 ' 7 OF r w • , a tl V r . t 2052 COUNTY OF SAN DIEGO, CALIFORNIA LA COSTA AVENUE(A21 D Freew 1 �P E and C , p"P 2/,55 11 S.D.5 from Sta. 130 +00 to 145+50 R.S. 1796 z2. e/ 1 GRI DED 20 SCA e � .21 2117 1 7 � P R � Sheet _-B _- of --9-- Sheets Scale: Hor. I =_ 0__..__ Vert, _Ngna__ F W,O.# 3 __ F,B „# R -346 _ Constr. Compl. Date_. � /FOR/ /q BgSIS 2 2447 ,22.43 „8b 9 \ \o Recommended by: �L � - _. Dat 07 o /9G6 o0 of o �- � ---7� fi 7 32 QD / N 9T BEg X PEE Caf E .S / A/G S 2S 72 23. 6.9 ` 0 Approved by: S7 r Date ' M .?6.58 0 COUNTY ENGINEE R.C.E. 8091 \1� ZQ p� ~� � ?6.98 "249'' ys9 43 2/ 25 COORDINATE INDEX \ 3 3 4 ___:._ N. 1671 _ E. o N \ \'� 2284 $ \O \ 1 a,Q. 2 -50 Constr. Compl.Date - /__O� 4+7 .. As Built Rev. If ' "L 0 0\ \ w \� 28.24 26.20 REVISIONS a a \\ 2 y > \� 29 00 $3 z3 j � 20 59 No. Descri lion B Approved Date tn zz ���lP ,� \� I wa �P \9 2940 2246 20./9 m zz \C, X/ Rc��Pr - \ k 30.17 2502 2 /.93 4f Z- 76 /d LT ems', o-' ✓.," >CM 28.22 0 ry \ \� 1.34 30.57 2E 28 23.2@ 2/.53 MOD /FY c/O /N ✓ DIK5 29.97 j o G \ P 2 253 24.54 1 \ l \ Fi' P 4 1 \.% O ?� WILL \ \ } a�\ � OZ ��P 32.90 � \ I� P l�� \ �' 28.99 2580 24./4 WW 0,C z� o w$ > ° w v 3 D \ '\ \ I/ 2� \ 32.49 25.40 Gtr 30.05 2205 o O< D a a ¢ 34.84 o \ - - _ \ A A 26.65 \ e 3.5 24 �G %t4, \ \� \ \ 229/ N� 1GP� �v��P \ Z10 � 3500 32.56 29.57 1 5' \ \O 32/7 \ p� 1 OP O 2 5 O • 29. l7 P \' G F \6 33.82 4' G 4 .1� " p� -1 co � p. 3752 \ 36.26 P 2 30.83 P N �-4 y l O OQ x \ e p� i �\ UQ � G 5 E r 2 5 Q' P o , 38. \ P !� �� 0 \ 30.43 �� �R V �� 4 � �q o 5 3 Gj'r� 3752 �-( 3508 32.25 •P Na p'' �O 13 . 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E p'R \ d a� 5 P d k \ w [ 21..25 « 1 .89 Z o o; 2 5J 3 \ / A 1 Q N\ 7qg -r 2 o N D DATA #, „ \ = ° ' 5 4 22 � 24 1 2 «' \ L= 184.4 t \ 14 111, 1 V M r I f „ r G v : - :. ,K. =, pl, ,: 4 • ., -:• .- i. °. , s : -: . • °', ' ,,:: I .ux . µ:.,. v ', p .,. !1.4 .- l •:: ., s ....: I I. w :. : .:, I. :. . � � � vsx. � wm: s _ •..., , r . A.o. „ .wN� +. I, " _r.xN1Vw 5 s ._ .r::::,rrr L_ 1 - I „d J7a.,lll J_���a -..1, .Ik1v.. 6: ; it 1.:x, ,.I , �. i h 1�ldnpdw .,�a , i '� �' �. � � � '�h .. � � ��1�9h�6� 1,� �s �:r,a, _ r COUNTY OF SAN DIEGO, CALIFORNIA r�j�,� LA COSTA AVENUE (A21-1) FROM II S.D.5 TO II S.0.5 FREEWAY �ie AND 0 I I S. D. 5 FROM STA. 1 30 +00 TO STA. 145+ 50 R..179 BORROW PIT Sheet 9_. of 9 Sheets Scale: Hor. !�- 5d _ _ Vert. 1 ' 2 5 ._ I 1 SCALE: I 50' ) W.O.# 3 1875 _--__ F.B.#k R 346___._ Constr. Compl. Date / Recommended by: �// �"' fir ,,,_ -• EXIST. I-21w 1 _. Date__ 4 7 < 1 -To FREEWAY I � lb 0 47 Approved by: 41 42 43 44 45 46 �— r �yJS2te -1 - -20 -G'2 a , t r 'ry II COUNTY S RVEYOR R.C.E. 8091 LA COSTA , N AVENUE DIKE LINE COORDINATE INDEX w r F a E L7 _ Q - 1 N. E. xlsr. Raw Y ° Constr. Compl. Date_ 1'3-47 As Built Rev. ° +}1 REVISIONS ° g Q 40 No. Description BY Approved Date EW \ o cv 11' > --5 0 - - -?� N� - I — TOE OF\ CUT AIR B�owN MORTAR 40 >��o / � / r // / /� /' T� / / \ 0 \\ \\ \ —// MIN• a-a 1 F" o �( / / / /' �' J(� BENCH / / 1 \ \ _ LO• TYPICAL. S ECTION BORROW IT \ � I 1J NO SCALE ETAIL OF BROW - DITCH / O No SCALE LEGEND ON PLANS p % TOTAL Exc. 59,'3/02 c.Y. 1 J! /00 s i 7 5 W �I a 0 .5 Q m F 25 0 0 U o , /0 W n I w Y U � W D U 0 T U J Z W�wN t: 4 Qf o nn w a � W Y Q ° p z z 1 � a 1 215 g a y • E All H OE PLATE 1. PLAN- PROFILE � ( / q G 9 7 ' r ✓ KEUFFEL 6 ESSER CO. -, R S ' PHOENIX 0 TxwtmO CLOTH 9Gq0, I dF I +, r�. , '1 , v. r,,.':. w •r s . C " , i { afi rTr �3j 1114