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1243NoText SEWER L AT E R A L DAT 8 "x8 "xl' -2" ROUGH METAL BEAM GUARD RAIL 350 OR S4S D.F. BLOCK 5/811 TYP �-- C/L STREET LIGHTS AND FIRE CURB INK INK SLOPE TypE 1q1 R ; HYDRANTS (EITHER SIDE) LOT ELEV. AT NL �t MAIN M� REMARKS NUT b CUT `CARRIAGE BOLT TERMINAL SECTION _ • R , ANCHOR BLOCK I ' F WASHER ;, (TYP'ICAL- ALL ENDS) �' �• :.!: P 10" AC PIPE (SEE DETAIL THIS SHEET) I 1 YL 1 - IA3IR O o , t24' W8x40 POSTS ELEVATION ON PROF G" TYPE N 61_311 C.C. 6 TYPE 1 3' 6' " C INS ?X .41 1 14E 3 EXISTING 24 EMENT L D 2X G' CURB LO t ' OUBLE SOX 'G' CURB LATER OF , '• 8 V. r ��,... D CULVERT 10$T TO TOE COATED STEEL PIPE �,P� ?. % IA-A t 12'x8' EACH),' ::.: w �+`` OF CURB _s - - - - -1 611 TYPE 241.9 . - . : .., :: :....... .. ^ It:::L.:: (' ::.•, . .l tlj?i" •� 11 _ . �,. �' • - - - - �T A4 PAVING III BAfE SEE ... TY / PE 25 e \ _ • : i RO 6 CURB NOTE 2 I AS BUILT BELOW) ' 66 .. , 253. 249_7 221 _ r D11 TY E` THRUST BLOCK I 6 3 C. 22 5 4 TYPICAL N � 52 ET (No SCALE) JJ DIKE L TI STRE �/ (SEE DETAIL ' 1 TOP OF R.C. / "� THIS SHEET) f CAMINITO CAROLINA , CAMINITO GRACIELA , rs 259.2 • DOUBLE BOX CULVERT " Z // / 3' FROM 6'' C � // CENTER OF CAMINITO LAURA 4 CAMINITO RICARDO (Sjp / POST TO TOE REMOVE PORTION 2- 1" H.S. THREADED RODS WITH HUT �r� / // FOST S OF DIKE OF EXISTING PIPE �C /L STREET LIGHTS AND FIRE 6 WASHER (ALL GALV.) SET IN 1 1/4" �SAp�E R i HYDRANTS (EITHER SIDE) DRILLED HOLES FILLED WITH EPDXY ADHESIVE �h may, ION JOIRT 561 ELEVATION \� LIMITS O�E ST Ol 10" FLANGE X AC BUTTERFLY VALVE I 18 36' 101 011 ?. 1 ° . 4.1 1 30 (TO OE REMOVED 1NG O2 FABRICATED STEEL TEE PER STD. SPECS. / � 2' ELEVATION SHORAN AN PROFILE 1 cli 6" TYPE � INO O3 BUTT STRAP PER STD. DWG. i STD. SPECS. Z5 1245.1 Z39.6 (.I 5 11 N , G B S TR "' CURB (SE E ct4IEDRE O4 STEEL SPOOL - FLG. X PLAIN END 6" TYPE 27 212.9 ZU7.4 1205.1 1 4.1 169.8 164.3 1159.2 1 • - 1 TON R I P DWGP D -40 TRUCTION NOTES O5 24" FLANGED BUTTERFLY VALVE CLASS 250 DR APPR= 'G' CURB A C PAVI NG i BASE I G' CURB _� .. RAIL SLICE (SEE NOTE 2 1 AS-BUILT BELOW) 125.4 2.6 - � SECTI 6 THRUST COLLAR , (LAP `N DIRECTION OF TRAFFIC)', TYPICAL ON - 5b STREET (ND SCALE) P 107.8 1 " PLAN VIEW RANCHO ENCINITAS DRIVE 3 • 3/4 "x10 PLATE - 3F - TO - 3.7 3 03.3 W /2- 1 1/4" I HOLES METAL BEAM GUARD RAIL CONNECTION TO STEEL PIPE DETAILS 36.6 PLAN DETAILS (NO SCALE) C/L STREET LIGHTS AND FIRE R 37 165. HYDRANTS (EITHER SIDE) (NO SCALE) i �� 38 183.2 17 ' 172.6 1 17.0 9 188.0 183. 40 188.8 183.3 ' I 36'/40 ' 4 188.6 3. ?./ I 6 2, EL SHORAN ON SH ON MOTILE 1 42 184.6 1 . ,yI 2x� 3 169.6 : 9 :::::..::..:::. 1 • ..: .....:......................... 2X IPIPV /o -o .50' i' 6" TYPE 6" TYPE) 156 28' 1 164.2 3.4 ( b so•,io•,4s• 'G' CURB A.C. PAVING i BASE ) 'G' CUM 4 161. Q1'DO. wA7 6.4. 57L f d "GIST /RON Y,4LVE s I I • TOE py ip� /3• (SEE NOTE 2 i AS IUILT BELOW - S ee l _ _ / TYPICAL SECTION 56'1' STREET (NO SCALE) Q OD �f7 �Grl STL PIPE 80X CODER (A- 2 Cop o sem e /y :. • / //4 , 33'e a 4SOX/.dLT ORCGWL Tilit /- CONC. S No /9 P G P`a (` CAM INO DEAN LRCRO STA. 11 +00 TO STA. 13+41.44 (f0' PORTION) 52 218.6 213.61 48 211-32 2.3 D/PPEO. -- ice` -ROUND EDGES STA. 14 +79.29 TO STA. 16+0111.47 (56' PORTION) 1 ' /� "sr'rARt/.'i7 C-0Z 3'MAX. d NOTE: TRANSITION FROM 40' STREET PAVING TO 34' STREET PAVING FROM 5 1 LAP6 , - A C Pipe_ I STA. 13+41.44 TO STA. 14 +79.29 56 221.1 5'L S DA FL E 4A4 00,4C C PiA� Y - ` - - VALVE OPERATOR NUT �- C/L STREET LIGHTS 5A 254 1 ADAPTER ` .. W/7/IRM67 • - •: . ', ' .c "� r R 22.7 2.2 COLLAR __ _ _ _ _ AND EXTENS /ON -.5EE , . - AND FIRE HYDRANTS R 59 30.0 224.5 1 7 $TO. DwG. /9 I SEE PLAN 60 09.5 O4.S 1 2 61 192.5 1 .8 TRENCH BOTTOM FL G. +1 A.G. P /PE AG14PTER Cross Tee Horizontal or sq vertical bend H" TYPE 'D' DIKE 72.3 S u 2' 1 4 1 r CGINCRETE ANCAVW L'Je0CX `� �`� F I - ON EL PROF A `I` 2 x 5 4 .A, UNLYST[/RaEO SOIL ... . ::.:..:..... . 1 4 . ....,,•: ., �� , �! 14 .6 e ►/ /E 't Bors 1 6" TYPE • ' l /?' 'G' CURB A.C. PAVING i BASE REMOVE EXISTING A.C. 70 161. TrencA b Alrn (SEE NOTE 2 L AS-BUILT BELOW) AS SHOWN ON PLAN 1 We/ /s-- 72 7 . _ A„ if �- \ TYPICAL SECTION ^' 60' STREET (NO SCALE) 73 84.0 . e /� CAM NO DEL RANCHO STA. O +00 TO STA. 9+80 E LONE JACK ROAD 2A+ STA. OO TO STA. 43 +11.`15 74 7 ' /t "EA ISICE A!C - S /fie/ . 75 59-S 154.5 • " e ?! , - NOTE: TRANSITION FROM 28' STREET PAVING TO 40' STREET PAVING FROM w 1 1 2�G EA FACE E/1 e , . . +V ,, STA. 9+60 TO STA. 11+00 11 8 /OE OF PY /E o %s TRANSITION FROM 40' STREET PAVING TO 28' STREET PAVING FROM p STA. 23 +00.78 TO STA. 24+00 C A AAKr117K wioclr ( r 1 I \seeNn4 er o be TRANSITION FROM 28' STREET PAVING TO EXISTING 20' STREET PAVING I II odegre/• %r presseie- - FROM STA. 43 +11.75 TO STA. 43 +55 &4 K "EA FACE �, ( and soil. Le /A to Horizontal bend dep/A retie not to SECTION A -A C/L STREET LIGHTS i t"s'4'EAF.4CE EA6/OEOFFYRE +I I (� 1•�e exceed t N [ 2 E 1 E C I 126' FIRE HYDRANTS(EITHER SIDE) L 2 ' 1 , NOTE beAsw OwWes bt Awp slenrwds for SOP SET /ON ( • lArur bask ins /NArliew. Spool Nsi/n in /,e/d shell be SLOP r•wlred +hew NNrwsiwN /Ael IAe RIGH bend s o/ 1eerNp cepeei/r is I , RIGHT 33' R I 60' 33 RIGHT TS Vertkot bellow /SOON. /s4.leof FerClessMOp pir,inereeeir erees EASM T R 40 OADWAY 1 1 , IIOADWAY C I ELM end reMwes shown in /M Willer br 23X. 1 10 I -lo l - SCf/EOl/LE SIZE MIN. ARING AREA IN SQUARE FEET F T R T RESERVATION I 2 ' 20' 20' RESERVATION I I QN CL- /SO CL -200 OF FIG. I FIG. 2 FIG. 3 FIG. 4 (AS OpE V4Rl ELEVATI SHORAN ON E VF 1 t A S C 0 A B C D CL • • 4 • • I • 4 ♦ • V • II V40 I Gj �01� N � 2x PROFILE 2% 5� S QL Z/" Z7•/2" 33 Pu ,f 1W 2• 2'/• 2/" 3i /s" 36: 4" 3 3 4 3 3 2 2 I I 1 22 II i /t NSJ 6� � - " 2/' !!" /2' 3i 2/ + /S 3! 6 i ! i S 4 3 2 2 I - ' i" 23 _ __ 12 6" TYPE A.C.PAVING i BASE 6" TYPE - j4; 3! 7, /53" tI " /d "se" 0" l0 10 14 10 O i 4 3 2 1 - - 20 'G' CURB (SEE NOTE 2&AS-BUILT BELOW 'G' CURB 6"TYPE'A'OIKE 191 /s ABA 2M i0 /d 1/ I 17 17 23 17 IS q 7 S 4 2 PER STD. DWG. G GAP /e• :�• co /e si" ter' C t4" !7e I: 23 23 as a is 1s s 7 s 3 _ ? < _ TYPICAL SECTION � 60' STREET (NO SCALE) AC CNEVAON DETAIL 2s• 24• L;o" 30• 6 3. 2 �3-• 75• 14" 32 a 45 k 34 n 13 s T s LONE JACK IuSAD STA. 248 +15.34 TO STA. 262 +99.92 li 1 41 54 41 11 23 K I! - - - (NO SCALE) 24" T - - -- NOTE: TRANSITIDN.FROM EXISTING 20' STREET PAVING TO 40' STREET PAVING OLIVENHAIN MUNICIPAL W FROM STA. 246 +30 TO STA. 248 +15.34 I PREFAREDBY BUTTERFLY VALVE STD. DINING. NO. , eE«.REa N BOVLE 16 BOYLE THRUST BLOCK STD. NO. ENGINEERING ASSEMBLY °•T' Nev. X50,1976 ENGINEERING __ A IVATE' CONTRACT DETAILS '•Te eev GRADES OF 10- 11.99%, 2 A.C. OVER COUNTY A/►ROVED BASE COUNTY OF SAN 8*90 AS-B T AAL S ECTIO NS FOR TYPICAL CTI GRADES OF 12- 13.99%, 3" A.C. OVER COUNTY MPR111M BASE 2 OEPARTWNT OF TRAM PORTAT1911 24 2 " ASPHALT CONCRETE OVER 2 "AS AL BETE OVER 2 "ASPHALT CONCRETE OVER .r '�` GRADES OF 14- 15.99X, 3 A.C. OVER COUNTY APPROVED BASE N T 6" DISINTEGRATED GRANITE BASE OVER 8" DISINTEGRATED GRANITE BASE OVER 8" DISINTEGRATED GRANITE BASE OVER GRADES OF 16- 17.99X, " 4" A.C. OVER COUNTY M►ROVED BASE I MPR VEMENT PLAN FOR o" NATIVE SUBGRADE COMPACTED TO 4" NATIVE SUBGRADE COMPACTED TO b" NATIVE SUBGRADE COMPACTED TO -Z �� GRADES OF 18 -20X, 4k A.C. OVER COUNTY APP1lOVED BASE A p - 6 95% RELA IVE COMPACTION 95% RELATIVE COMPACTION 95% RELATIVE COMPACTION IP- COUNTY OF SAN DIEGO 11 S CAMINITO dAt10LINA CAMINITO MACIELA(STA.2 +70 to CUL-DE -SAC) CAMINITO GRACIELA(STA.0+16 t0 2 + _ 10 6 CAMINITO LAURA RANCHO EWCINITAS DRIVE(STA.2i +75 to Y 11111 - EBEP 4 TRACT 3494 ' CAMIMRO RICAROO(STA.0 +18 too +004STA.3 +25toCUL -DE 28 +90 ' fk STA.38 +80 to ) ' io�s•7 tT 1MR1K �. tTA. 24 to 263+00) 41 +00 Me. Besursiw Awews M Bess _ = 7.25 -M w /vsA ed wTY I OEL VA.Otto to 16 +06) « 7 /sY • o oESCRIrTIBN OC -0073 CHAS 50 TOP MR. MBI� Y[TN STEEL FN KT « w A V. ww« Lu 0 3 ASPHALT CONCRETE OVER A S B v/L 7' ' 1 4.22'78 10. c/. w AMT,- UP OR/B/NAL ' /[L RANCHO ENCMITAS DONE ( A.0 +20 to 2+50, STA. 9 +30 to 7 DISINTEGRATED GRANITE BASE OVER - M U. 1 Y ,U. M +[ ,r Dfx 61T[ ,r DExEIFTIO, r Y a •, R.S M. N TA ,,"F[",r L :TiW •"L 11f• OF W111 � 1 20+00 ' STA. 28 +90 to 38 +80 -` STA .41t00 t0 44 +f o1 ) b NATIVE S086RADE COMPACTED TO LOCATION T i 60 FT S NORTE C/L 1 f� Oe TATION E,EI"EE" �.�„ "T•ILS ' - 2- to 45 +SS) 95% RELATIVE COMPACTION 23 FT W TA FE DEL t -- PLANNING ENGINEERING - ARCHITECTURE -- -1. OF tar w LONE JACK RAAb (STA S +OI (1) AI• E1wT Irl «e.1.. of 64 IEw� W E. F. C OOK & ASSOCIATES, LT "" "°` 77 /D -/9-7B E ", 6;.,"°" CAMINITO RICAR00(STA.0 +80 to 1 +45) RECORO IRO11 ti Of SAN OIfsn -y JK(' �- 119.476 U.s.C.i G.S. ( ...Ie.E. TM 3494 -1 Z ALIFAN IMWE SUITE A$, SAN MW CAL1IU11NIA Will T.Iry1nn. 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';i7m■ M ■M#ME ■M ■SEEM■ ■ EEEE ■Ei!! :E ■■ _- ■■ ©� • �_... �� !M # ORS ■ ■ ■ # ■ # # #i - M = Eala#M! ■ ■■ ® ®� , , 1 I1 1 1 • 1 - 1 ii ° arms® , ,.,�� EE M ■■■ ■ ■M ■E#EEE ■ ■MM!! # ■M M 11. 1 1 1 ■M #iiii 1 1 E #s # #■ 1 � / ,M / \ 1 CURB LINE DATA THESE E CURB IN LENGTHS DELTA RADIUS ARC AR L O _ DO NOT USE STATIO v BEARING - ISTANCE NOTES RETURN-,, - - - 0 N16 "53'00 "W 135.00' 6" TYPE 'G' CURB CURB 11.6 CURB URB , - - f D - - t - - - 4 1 - D =27 °03'00" 41800' 19734' � 39. KNUCKLE TURN- N - - - - -- '- - $ - - - - A/6017-22'-103.31' r © N10 °10'00 "E ' 271.44' n - -� ,�� . . I = D =13 "17'15" 50.00' 11.60' Lo dr In ll3 i? �Ir i r D =98 °39'30" 60.00' 103.31' - - - - - - m - - -d ° r !S E } % °� i m ® D =13 °17'15" 50.00' 11.60' f - - - - - - g - - • N LEFT +' _ - $ � a SIDE y y 3 s� ��r1' I N82 0 15'00 "E 138.44' „ - - - - r 8 _ - __ _ _. _ _ ._ _ 10" " A. T LM E PROFILE w NE NOTE d _ o .o N Y �� AC CHEVRON OF 10 I o ® N82 °15'00 "E _ 20 f , s O zl I PL m 99.00' _ _- IS 4.00' LOWER THAN CENTERLINE PROFILE m � 1`.�^ c , N Ln F a jO -' D =72 °05'00" 110.00' 138.39' - - - ° Ie � TOP OF N WD m N `� .. LEFT SN N z ® N10 °10'00 "E 232.00, „ J j CENTERLINE NO TE: LE IS 0.04 M O - - - 111 9 S ,\ • .. y .. ,: pD_ tt P LOWER THAN TOP OF RIGHT CURB + P 11 D =27 °03'00" 382.00' 180.35' 4x - I T ° ® N16 °53'00' ?1 135.001 n ' - h ua 4S STA. 14 +'__ + LIT AC CHEVRON 54.9 7 360' VERTICAL CURVE 66 .48 -_ P.R. `E, m `� _ G +c - -- BVC 12 +70 EL .2 8 Ln STA. 15 +53.90 c rr - - r 340' V.C. - S GRADE= 3.19% N a J N ,HN 2 O 1 q �h OFFSET 3.38' RT. + vT - - - - - = 24 c D _ -- - 340' VERTICAL CURVE GI�1E +50 %49 � g POINT 110 ST cyF`gp $I`r 36` 02 30 a r^ W - - - - - ` EAJ - - BVC 910 EL237.24 - - EVC 16 +30 EL.267.24 _� = >< ~ r „ STREET CENTER LINE DATA - ,GRADE-+14.00% - N W $�RVEy -� S zlcn "i P.I.10+80 EL.261.04 _ @ g C MOIV, O DELTA RADIUS ARC NOTES _ _ - - GRADE= -3.19% °'. _ EVC 12 +50 EL.255.62 m N w (1 - BEARING - ISTANCE N16 °53'00 "W 135.00' + c ^ ^, _ �y N Yn 3 q • 78 - - - u o - o N Ln of W Z � - sr O2 D=27 0 03'00" 400.00' 188.84' I- d u - N + + - r Q - cV W W u °o -��c� J4Q U 260 R $Tp M \ I3 *q6 03 S 10 a�6oST l � SSS O N10 °10' 00 "E 232.00' - ch o - n M o N °�° + SfE IM 0 ° E •r o ,n b Lit J o SH f fT ?pAll •\ _ $ Tq O Qv' G ® D =12 05 00 128.00 161.04 - - - _ .. . - fn cV N N eV .n ul 1 LG IT W S 13 +57.01 O•. Pj 5O N82 0 15 1 00 " E 99.00' N N N �9% N N `uS M M rm iLc m \ N - to - M L' r •Q - , Ln Ln LG llr ON uY N u) _ N _ _. N - - _ N N N Eli N 9 I C i ( f 1 jr (N W 10 T YPE m r - 8 11 A P B.O. u' N RIGH STA. 73+4 0.U2 INLET SIDE - - - - -- - g o N °� 25 .1 TP 249.5 - _ - - - _r^7 SIDE T A. pro 40.02 N - N _ 7 N WATER MAIN CENTER LINE DATA 250 = = N N �� N� - - P , - Q DELTA RADIUS ARC !c l. I r j l. No _ x1_ o 2 0 _ - - - tEARING ISTANCE NOTES Ol N16 °53'00 "W 135.00' 10 "A.C.P.CLAS5150 �347.92' - 8 F V.G.SEW . u - N + TTFm 1? + 5.7 h o - m �? `+*' N as N - N 2O D =21 °03'00" 390.00' 184.12' 11 M N - O _ _ -- __ - _ - . O3 N10 °10'00 "E 272.09' n ? i` { } } { - - N STA. 1 +86.91 _ } �� - .. f N A.R m 1 1 �4 N46 °12'30 "E 74.02' n } F rnf m r ` } 1 { { f .: + - } - - - F f� - _N - +° f S 2 � N82 0 15 1 00 "E 139.09' a 240 = °^+° M - cc� @6 k IN _ N N - 260 8 ° w W N -- i i F�. LL - M.H.M19 O N 1 + 70.55 - - - STA. 11 +80 = N f' 1 Y ,O e� } + } RIGHT SIDE ° GROUNO c Ln- N N I.E. 246.18 Z _ - - - - 5 u, I N �1 J M - �� Li ^ a m �' -3. I9X o - N ST. SURVEY MON. Q SO 25 0 50 100 W o n ' _. � LO LO EO ED N � M d -. - In Ln 1 SEWER MAIN CENTER LINE DATA I IX) w In � c N �' In -- U _ - _ { M ^ � N N N N N � � OY OD � _N J _ M N ..O 00 Let 10 DELTA RADIUS ARC i n N .- . m fV n - t0 . _ r N _ o rn rn c� v N - LT ^ N I In < Ln b f N SCALE IN FEET Ln R7i S BEARING - DISTANCE NOTES 100{ t { }_ } LO ID N " M LMnt Ln ..N 000 Ln V N _. - W p L�O N N In ° J uY N 10 + 92.32 1 ° N { ^ - - - - - - N Nfio - O z .. N� Nt m - 360' VERTICAL CURVE - N16 53 00 W N r rlo + ^ 230 I } BVC 12 +70 EL.254.98 2 400.00 166.06 - -- - - - N - - _ w t EU'.1 + GRADE= -3.19% D =23 5' O °47'12" ' ' PI 14 +50 EL.249.24 - f CL f °� �T # _ _ _ - { } � Y � I ! r -- _ I GRADE= 10.00 %267.24 3 D=03'15'48" 400 .00' 22.78' - - - -} rn - { m I-. m 16+30 { ! _ 1 { +- { EVC EL - + 13 4 N10 °10'00 "E 325.14' v v t o } g.C 5'00 "E 192.14' co `., - 360' V.C.. 5 N82 °1 Ln I °' { t I r N } r } 1 iR N _ - t _� { f O ; I t - - - , 1 1 t - .1 C 1 ACC 10 + SIDE �..; } Ni { }- } m ! } t -- PROFILE. RANCHO ENCINITAS DRIVE i I i 240 S 9 �, VERT CURVE !HORIZONTAL 1 " =50' + 63.96 340' W N; BVC 9 +10 EL 237.24 I t i ! { f i } } {VERTICAL 1"= 5' �; f{ } i i GRADE= +14.00% 1 i 10 } M j m (( PI 10 +80 EL.261.04 1 i j 1 1 { } I t 5 1 N v M{ i t { t i t j} { } I de N N GRADE -3.19% 1 � �. EVC 12 +50 EL.255.62 # } i C VRp 4 o ' + 36.7b 1 FC NE t- o x ° 5' lo �i j q j m } } } { } t } } 1 i i i i i { t ; { } f } # { t ; { i i M.H. M18 I i NEEj 1 ! ' } , 340 V.C.- r I i STA. 8 +78.94 i i 5 i, 1 - { I { r l ' 1 i{ i l L� SE E 1 1 i{ i} 1 1 1 { I.E. 225.66 -� 1 Ta. - + 94 230 1 -- 9 +00 10 +00 11+00 12 +00 13 +00 : 4 +00 �� 15 +00 16 +00 17 +00 E �a' I1B � � MASC N �� 56 OATH A3- BUILT" SS0.EES �IOTN e PRIVATE CONTRACT m COUNTY Of SAN DIEGO OF h SMET I OE /ARTMENT sN24TS N IMPR VEMENT PLAN FOR: Z RANCHO ENCINITAS DRIVE E STA, 8178.9410 16694.82 = 10 1 Io1L -'16 w.�.L. • C ..4. , 4 1 MKS C(L TY APPROVED CHANGES BENCH MARK COUNTY O F SAN DIEGO C� ' 1 VF No. Onwyu«I A� ewd ev Dail TRACT 3494 = 7•/5.78 O. &/ W. .PEV/SED Y/ kt ll ., ouaa DESCRIPTION OC_ CHIS STOP HDWL MRKD WITH S TEEL FN PST Rs ,..ILA. /« w" AMYaYN Ey L. RJEV. t;aoFl► E AS B//�� T .a�'� 71OWleo - �,o �'" a, "' � 4/7178 RLC ORIGINAL Au N DESCRIPTION 1 . .p. p/rE F+ DfuRIPTIN R + LOCATION SW C OR INT EL CAM DEL NORTE & RHO SANTA FE RD fU�DIV ITION ENGINEER IRF C TOR Of 7R NwON Tj -- - -- lots MMDYED EY IDfa IN M REFERENCED 23 FT W RHO SANT FE & 60 FT S EL CA MINO DEL NO C/L E Q MJIMMIYG EYGIM[ERING AECNITECTURE (.w ER- RCE 9647 pIrA1ES ARE 1[RSDI1lD lylwwr .l ww4 CARR: ►M Sr e yQ RECOROFROM GOj1I�IY.DE -SAN DIEGO ✓2C 1011. W U) RRO RIWr In -- - -- --- -- -- - - -- - � nucoDE y "I 119.47 U.S.C.& G.S R c E 9647 // oal ~f TM 3494 A E. F GOOK b N.S90CIAT>ES, LTD. 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ME $$ s_ � B MOMME -- WE nns = = = = = �� = == � tttiieo■■isaM53astst eita�ast aoso= =aMEME Mono ■tot aoaosoosssoaMiieeo ■■eso = = = =t =ieetes■iiiiisia=oat len5.=. aa.= M aaosotttttt5otanteenttttnaooa�tn , e■e■ttenlnttnni oai■ i ____= 11aaet■ Mitt■■ 11 tied■ sa==ga goes= 11 tot Mn 11etti1=' 11 !!■off 11 a =�e- _� -_-� si ■ ■s■ Mast 11 0i_• �� © _ ■■ SHI , 0 4 �s MINIM �1�I.11�� 1 11 1 1 • a [• / f0_— ■tiff ©t.;ti.f3:J� .. .:. ... .... ... ■■ -- - "' STREET CENTER LINE DATA - - - - - - - DELTA RADIUS ARC MARINO - STANCE NOTES ��/ - - 340' V. C. - 0=29 0 34'00" 460.00' 237.38' - - ° - D=48 0 33'00" 460.00' 389.78' - Q, Vc- M 3 N07 0 38'00 "E 162.00' CENTERLINE NOTE: :2. O CENTERLINE ELEVATION IS 0.04' °' = M 190 ti - LOWER THAN TOP OF CURB ELEVATION � _ x N �� - - o Co CURB LINE DATA o Co V RADIUS ARC NOTES ji m SIDE DISTANCE DELTA 1 MARINO ;. _ ^`�D =24 22' 17 � 478.00' 203.32' � - 60' VERTICAL CURVE ^ �, ° � 4ffl BVC 28 +90 EL. 175.24 361.69' rn - - + Q 0=43 °21'11" 478.00' 0 N GRADE= -10.00% _ In \� P.I. 31 +20 EL. 152.24 -, _ = w a °. N - __ ❑ N07 38 162.00' P� G GRADE= +6.50% HF�R Px V6 t^inl y 1 v' 1 0 m N o - �o _ ,o F �- EVC 33 +50 EL. 167.19 e _ W ® N07 °38'00 "E 00' PC - - 162. r TOP Of CURB le+ W s LEFT - o _ - - LEFT SIDE H D =78 °07'00" 442.00' 602.62' s Q w \� _ - ❑ M Z 9 1 0¢ - ` w -- - -- --- _ -. at CV - - O1 F M _ .... 17 = o _ J ^ c�� R MAIN CENTER LINE DATA TT _ ^. _ _ Ic, __ _ RADIUS A w " - -m CO __ o ° , - - - - v NOTES I.E. 149.82 M1M�38 N M a _ Oo + _ w + a °� ° - REARING - TANCE RANCHO ENCINITAS DRIVE STA. 30 +90.01 _ 190 In `� o - > �� = ° 0 1 CAMINITO LAURA STA. 0+00.00 c \�� _. 092 460 00' 20999 cJi 1'9.9, CENT R u L j RIGHT D =26 °'2" .. 10 "X12 "REDUCER to r fG,I \ s u O N o N c , ° ^ Q 2 0. \J 4 �2 m n - o r, 5 TYPE B INLET O C FXIS - co c ; ° c o m o0 1 31 +68.79 \ STA 31 ^ ^ o '. SIDE 3 ° O'TYP S +68.79 ^' " - S ^ D =22 23 460.00 179.79 _1 Ln �F4 IN w v a`o CO - 4 038'00"E S A 3 + co a , - �° " 30.21 ' OEZ AID . f9� ,^n o `� - `* .°-° 180 IFOR SS SFE S NEE 2 +1 0 m` °, o ,o A.C. y p °b o RIGHT ae WATER MAIN CENTER LINE DATA 32 +0 96 5 10 v 81 3 5q. m x� - E TA qd. SIDE o - �w6R @ 3 °' m MAEI — UNCE NOTES 7 N o X0 9g` - w g - - - m 340 V.C. _ _ - D =30 °50'24" 450.00' 242.22' 10" A. 200 C.P. C P CL c� °+ _ �" a- O� - - - O D =47 ° 16'36" 450.00' 371.311 II M.H.N39 70 - c CN+ f °o rn. - - I 156 + Y 5 5 ^ ° _ M �' N07 °38'00 "E 00 11 162. ' °N0 o - " - 33 +15.78 of r o TOP OF CURB - - - - - 10' • 10' .. o o. Ey' In N N ^ N p ^ ^ ^ '- in in E-) - � - - - - - 4 +05.41 J 1� ,o `^ _a.. } - -. - - -- - -- 101 z ^ - -- 71 _�' 10' A.C. WATERLINE PROFILE NOTE + TOP OF 10' A.C. WATERLINE PROFILE IS � , � S07 �' °' 4.00' LOWER THAN CENTERLINE PROFILE. F FROM C00 80.00, J - - - - - X +\ �' ST. SURVEY 4 g N. 460' VERTICAL CURVE o _w M.H.M40 BVC 28 +90 EL. 175.24 - 1 { - STA. 35 +10 5' GRADE =- 10.00% PRO 1 L RANCHO ENCINITAS DRIVE - I.E. 170.50 P.I. 31 +20 EL. 152.24 - GRADE= +6.50% SO 25 0 s0 HCIRIZONTAL 1 - SO .- - 10 34+9 S 79 100 EVC 33 +50 EL. 167.19 - V ERTICAL 1' =5` _ - SCALE IN FEET 460' V.C. 3S• tit fflffl- - _ - 91 9S '5' 28+00 29 +00 - -- s 30 +00 31+00= 32 +00 33 +00 _ 3'A _ -35 +00 36 +00 37+00 M � T CH� � / r°' L ?g 10, 18, / ? w STREET wlaT � )� S EF ShFETO N ogTq 1 , PRIVATE CONTRACT .o CNINTY k SAN Well h A —' IT REMNTRNENT OF TRANRNIITATION ►� 4 T Q IMPROVEMENT PLAN FOR: Z : F,' 000111 RANCHO ENCINITAS DRIVE J STA. 28 +52.63 b 36 +4 1.79 "' ' v ,�9 � '� '!'� oouNTY APPPCVED C HANGE S BENC -1-1 K"gK COUNTY OF SAN DIEGO � � is 7s 0 , 1 W REV. PLAN PQ , E !I, om , y , N „ ,� b Dm TR 3 4 94 = vILJ �kxnavcAea. aadQ AS B044 T OESCONRION OC-0073 CHIS SQ TOP NDiI. IRND WITH STEEL FN PST I., W 7 /Jr /�o A / ' LD OR�G�IJl�1 " ylj [ In r . 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MEN �i / 4 • • • F_ /!0 SO 25 0 SO 100 eft I / S74 °58'15 "E 842.93' j5THESE ARE CURB � rc, � LENGTHS;DO NOT - - _ao USE STATIONING - -- - - - : - - CUL -DE -SAC 95 c RETURN - - Q/5@14.68= 73.39' - - - - 4 s R C B TURN': �+ `� "o ^ d- - 3 a� °• °• - Z H =55. - - _ 240 V.C. - _ - - 320 Y.C. _ THESE ARE CURB L NGTHS - _ _'240' V.C. - r h A : - + _ _ _ : DO NOT USE STATIONING - _ O - 0) z - - - 240 VERTICAL CURVE - - - - - 4r 0 VERTICAL CURVE ° - CURB �; -_BVC 5 +10 EL.101.04 GRADE =�.51X1� 4 - _ 3@12.10 _: = - - - - - we r F 7 2.10 �1 R GRADE +8.00% - PI 4+ - _ _ -- - - - - _ ETURN + 50 EL.96.72 - - " CURB -36.30 36.30 v _ -PI 6 +50 EL.112.24 - + - " Z - - - - _ -- EVC 11 10 EL.110.14 - - _ Cc _ - - RETURN = GRADE= -4.51% Q . EFT t - - _ _ - L = CUL- DE-SAC - - - r , - - _ _ _ - d - .:: 7 +90 EL.105.93 8+' fyr� e I SIDE T VC o 8 VERTICAL CURVE _ RETURN = -_ - _ - -- LEFT - 3 . 7x I BV 1 +20 EL.100.13 - = =c - ^ SIDE y � 0 $ w _ 6@15.33 91 d N •* r o ao - _ c = - 15.00% -9S _'^ _ r °Q M TOP OF CURB o _ r S+ oc 10 - - Co + -1+ 0 EL.94.13 _°+° '" - N N °' LEFT SIDE '� ao ao W = n In - 1 r � ° 4.76% ^ ^o - ° _ o o ° c c °' rn + r o = r - = o EL.92.23 rn n o -_ N - __ - U r o o o - o - - u co Ln _ _ - -- - _._ v r _ _ _ __ W _ - - _ _ _ _ -- M U _ rn ao U - N g CENTERLINE -w ° 90 : r o M r 100 - - - .. _ -- - - r -- - M r -_ - -- -- - - - - -- - - -- -- _- - : -. CD :� 00 : In : r M M - - O _ 240 VERTICAL CURVE _ _ - - m - o - _ _ _ r• 0 0 0 __ _ - - - o ° -- BVC 5 +10 EL.100.94 = _ - N _ - - _. __ r .. __ 4 = +8.00% _ - - - - - N t. ADE - - 1 TOP Of CURB _ v r r - 6+50 - - r- .: __ - - .V.G n o - EL.112.14 - rn . _ - - - 6 .86 - L CF v r -PI - - - = - ._ _ '- " SEWER P 0.5X - _ 1111 51 NTERLINE $ LEFT SIDE J U� T ° N ° Sti $ GRADE= -4.51% 329.72 8 PV.G - _. -- Z - __ - w _ 80 VERTICAL CUR F °b +90 EL.105.83 100 - O .. N `O v EVC 7 - - :N O1 r O - i t 7 I - - -._ _. __ _ -. -. _. - :. -. __ _ v z VC 20 EL.100.03 M - _ + x 0• V �o: - - •. *; _ M DE= 5. W v o 240 .C. - _ V.C. - 00% ,� o _ - - - - rn o oc n o _- CENTERLINE - In - .. a __ CENTER N PI 60 .94.03 + - 0% - = m := W - _ _ I + ^ GRADE= -4• `d' - + 320' VERTICAL W R - - - - LINE oL$ 7 0 < n ,� CURVE _ CENTER x W T N 1 M v v o - BYC 7 +90 EL.105.84 ^ - LINE 3 + `� a0 �' _ _ _ v - - a w z Ir, - LINE o ° r N _ - GRADE = -4.51X W EXISTING_ -GRADE F J U IO :.. . -_ M ... M 41 r. 0. -. - _:. Io . e c =.: d PI 9 +50 EL.98.62 N..:: 110 90 _. - _. - _ O -_ r- oo pp .- NN U m r r0 - Of N > d N _- - __ - _+ v n o r r r GRADE 7.14X+ - - -- - _- _ O N O -:... .4. M - U _ O In O Or _. r O In - ,n EYC 11 00 EL.110.04 w ..._ _ _ __ _ -_ - - :_ N - - - - Ln CENTERLINE u, r _ A'^ r ° + m O o o r -6U' VERTICAL CURVE v N o- �1G G TEEL WATER MAIN - o o co 1- r✓� BVC 4 +10 EL .93.84 60' V . C . m ,� of r 1g� S SNG' S N + Ic o � g o + _ r .C. GRADE= +5.00% _ o v °° ° �p F �y15 Ic ui ° ui o r o c c 00 1 00 2+ + 4 +00 5 +00 CENTERLINE c= PI 4 +40 EL.95.34 a ^ n - o Vtll Q 0 o c 0 o N - 100' VERTICAL CURVE - GRADE= +8.00% r o r SV� N ^- �S E 8 ~ o PROFIT • V• C. SEWER BVC 0+20 EL. 108.01 , T1'o d - EVC 4 +70 EL.97.84 > $ u }° ~ - - r � - 66 1 GRADE= -0.96% r CENTER W PI 0 +70 EL.107.53 INE + r `* c fd- ^ OO A = 1 HORIZONT ONT L �" 50 GRADE = - 15.00% ' = o � ° � � _._ Odn ° _ ~,� 71.38' -8 "RV. _ I "_ , s CENT R LINE DATA 100 V.C. 100 V.C. + CD x0 �, - EVC 1 +20 EL.100.03 - _- _ 'SEWER @ 0.5% NOTES TREET E O + U ARC C NE - 'm ^ c rn m 320.00' -grr PV. G. SEWER @ 0.5% In v VER CURVE o In �,' REA ISTANCE RADIUS - _ In a + BVC EL.90. v �, rn ao ._ W M N RADE = -4. �` .M + M �+ - N Ln Io - W J - .. O 20.10' 2 +70 EL .8 7. _ O1 - c i w w - -- - - - - -- .. - - 00 r _ S06 °10'00 "E L' rn - °' GRA = +5.00% w ' _ N D= 68 °48' 15" 60. 72.05 DM 3+ 0 EL.90.34 °' I - - N IN I� o _ 5 � x� Al N ° - - t GDLU LL + ° - rn - O S74 256 90 r yG rn "~' - o - ® S74 °58'1 5"E 562.73' TOP 1 C Co 0 0 - a - - - - - OF __ _ + " f NTFR <I - - - - - cn - - - _Ip X ( Nf t + STf f� AT F � } 5 ?°b � ko - - - - - - - - 110 w F R ,yA ST NG Q„ - - - ` - M CURB LINE DATA _ RIGHT DIKE MP �3 6'� ° 4+ 5+ 6 + 7 8+ +00 - -- - - - o l A A C _ DE RADIUS NOTES SVC 2I5 c o r rn , O to M GA Da1 v EIEAR NG - DISTANCE + D.4o N PROFILE: o N + © D =158 15 20.00 55.43 TYPE CURB G N _ - . + N - . I , HORIZONTAL 1 " =50' DI 91 D =69 °19'58" 30.00' 36.30 3 +00 VERTICAL 1 "= 5' © S74 °58'15"E 189.40 " N - at /• J' 0 �/3P12.9 100 - 36.81' 5 , 0 38.00 ® D=249' 19' 58" 165.36' ° �� 0+00 +00 2 +2+00 D=69 °19'58" 30.00' 36.30 S74 °58 "E 489.10' o"tV,4 S� 9 SZP 0 +0 0�• l tN / SAP A... • ::r:;::.:. v 0.VPj1 EPSEM •o • D =14 °13'39" 30.00' 38.87' TYPE "D" AC DIKE S O� �S wr1Pl 0.ES SO E S ® " 49.90' 46.19 S l Fa0. SE + Np bW �MEpI ✓ 33 . RO 20 , SL ig y' D-53 °01'54 � 09 " P 1pN o �G s PV.0 S�WE _ SEW 3 M.H.k24 10 580'12' s3 "E 43.811 n Z P 1L .. R ER EAS .1" SN�rcS \\A\ �.1 " �-� ITE.9665.72 + II S74 ° 58'15"E 70.00' R ppIO r 8 / M • B " � W SEWER MAIN CENTER LINE DATA i^ , ; / , 5 i RADIU 0 O 1 �k�fP S UgOlVl 2' 2r al I� 50' 7YPICAL� I SUBDIVISION BpUNDA1tV 10 i ; NEA fTANC, NOTES SUBDIVISION BOUNDAR e.o. - "BV i POi2TION O p a �O N51 °01'45 "E 65.86' „ d 2 1 °. a OF CAMINO DE1. ::. :.:....:.::..::..... L F r- r L� 3E VACATE :i. r`. :... �..,... t W !�_ • PVC. x Lu 3 ° 1 " 1 '• • 6/ F >: :. .. _ .. >: ..,.::" >:;S:i.a.: 'i . :...::i -..' .:. ..' = UJ .mss - .. .. ....... ...:.•. N � w S74 58 15 E 320.00 _ �, �C (FOR STORM DRAIN DETAILS SEE SHEET 9 - .. .... � i = 74 °58'15 "E 38' � N 4 S 71. I L +IZ to LL+' F- <^� n (FOR STORM GRAIN I TAILS #+ ci + 22 CLEANOUT TYP "A" N 0D I ' F4 _ - ` - - - --- M EXISTING 24" SEE SHEE 22 W NOW c T w N + Z �, (LIMITS OF EXISTING PAVED STA. 3 +93.58= . Z P oc \ ) \ a I �I :,:••t. STA.2 +50.001 MIQ STEEL WATER MAIN ST. SURV MON. �--- HN Te 1 _ W H �D REGRADE EXISTING DRIVEWAY m w ° e f ROAD TO BE REMOVED STA. 5 +2p PRiIVATU CONTRACT �" I Y . vI ) - STA. 8 +40 -� In N y G \ PAVE REGRADED PORTION 17' WIlDE �24.05}� REGRADE EXISTING DRIVEWAY '< I w • I I . E.96.97 @ STA. 7 +13.56 I.E. 98.58 �i = m o \� WITH 3" ASPHALT CONCRETE d EXISTING AC PAVED DRIVEWAY �p ? CAMINO DELRANt4o IS A COUNTY MAINTAINED - N PAVE REGRADED PORTION 17' WIDE < r V COUNTY Of SAN DIEGO 1 f COMPACTED NATIVE SOIL. I (TO BE RELOCATED AS SHOWN) N , ROAD. RIGHT OF WAY WIDTH OF 40' IS - - 24� 3 X WITH 3 ASPHALT CONCRETE ON d c ASSUMED. ONLY PORTIONS OFCAMINO DEL 0% A t 5 DEIARTNNEN OF TR ANS►ORTATION � COMPACTED NATIVE SOIL V) I'_ I b' r A �� UIL"T __ - J I SH EETS Q SEE LETTER OF PERMISSION FOk DRIVEWAY Vr 97 , RANeNOARE KNOWN TO HAVE EASEMENTS OF f IMPROVEMENT PLAN FOR: Z BY: STANLEY R. F GLORIA L. KEOUGH SEE LETTER OF PEAKISSION FOR DRIVEWAY L' W RECORD DEDICATED TO THE PUBLIC FOR 1 1 ` d ROADWAY PURPOSES. t = F w -a -,a WM .L. COU.mrcatltE+CrFOMS E'lANJ1AlF(iPiaocn E BY: JAMES R. JR. I SUSAN D. WWI CAM I N 0 DEL RANCHO STA 0+00 +09+11.38 J DATE: Nov. 8, 1919 f A 8 "V C SEWER STA. 1 +16,67 to 9 +02.97 ',,,n �✓ coa ee>ere�n °r (er+�a7 COUNTY OF SAN DIEGO U' e - I5•7s ✓. r Lc - COLN*JrY APPROVP_O CHAMC�S E TENCH MARK 7 / 7* JOW, TRACT 3494 = r = W. s oL WE CuuN�r u L ' _ �� L. •►•Si Y�sry1n11 MMM/M OM, DESCRIPTION OC -0073 CHIS SQ TOP HOW NRKD WITH STEEL FN P ST lq. "mw1Mr tw aw"M A p.°vee STREET IMPROVEMENTS FOR ��' W _ //- 719 J. w. NrY CORK Cf/ N L ALL RLD ORIGINAL Q �2C.+ -w• /6 Z u. PORTION OPCAMINO Cf► RwMeHo Cr _ F r n rt = r ®Y: c2. J. rt uurN.r fO BE VACATED NOT BUILT LOCATION SW CDR TNT EL CANING DEL NORTE &RHO SANTA FE RD EUp IMIfIWIfNGINfEN DIRFCIUR OF 114 N RAMMING OIGFNESSING AMMI rTUN- M= .RCE 9647 FF'" "s "'IF """"° M (F) r FIMr Irt SCALE IN FEET A S S U I L T A 7by. Jp 23 FT W RHO SANTA FE 660 FT $ EL CANING DEL NORTE CA „�,,�, N k nIF mFF NCEF FFn 7 R F. GOOK & ASSSMA LTD. 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COUNTY OF SAN OIEGO l ♦ 2 I DE /ARTMENTOFTRANS yee - IMPROVEMENT PLAN FOR: Z 8 V.C.SEWER OUTFALL Q 6 STA. 2 8 +14.19 to 4 0+ 8 2. 1 4 = 11 5 COUNTY OF SAN DIEGO c7 1D 9 so 2s 0 50 100 C XINTY APPFX3VED CHI�7E8 BENCH MARK TRACT 3494 " r %O1V_I WUL KW. Lo.AQ.J ooh �' �RPI'A'T ��b Dm DESCRIPTION OC -0073 CHIS SQ TOP HOWL MRKD WITH STEEL FN PST l i t"NEEEI....�el To. swo.al A TRO.o.b " -I Tg WUL J� ao �a r shy /s° SCALE IN FEET W ,FS ,rlii t�i.,. 1 4 -21-78 JOL PA5T'C UP O�ICrINAL Au. - � - Sy ND. p1TE NY DESCRIPTION " Y Ip. DATE eY DESEPIPIION z Y LOCATION SW CDR INT EL CAMINO DEL NORTE i RHO SANTA FE RD yuWIN ISION FNG 01141 CTOR OF TRANSYOR I A I MN 1975 APPRD"ED BY LDUTION OF NEE ERENCED 23 FT W RHO SANTA FE & 60 FT S EL CAMINO DEL NO C/L PLANNING -- ENGINEERING ARCHITECTURE ENDI NEER RCE 9647 DETAILS ARE NEASORED FftwM , o1 � oEN CIE hod 0� (F( - -- - -_ - __ f WRN DP EEN AND RIGNr (r) ,,,../ � � F- E F . COOK 8E ASSO LTD DDE c N INC F" T HE I I RECORD F ROM COUNTY OF SAN I cod, der TIM 3 1 Z SB 28.04- 113.77 -� na�ocR " 119 476 U.S.C.S G.S. .(/f� A ° " " ° "' 5 "1" Mr ALIFAN DRIVE. SI I6 LYi SAN "IEC) LALIEONMIA 91,11 T II M4 1219 281 PREPARATION AND REVISION LOG ELEVATION OAT UM � C F 9687 o kn PR>=CISiO ,+ — MENOMONIE H FILE N. 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