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956 ,.. ^°°` : m:^ox. us+4xau.vl +mmsmmr:,ao r.ms'arnmmzn :., �twarzascwns.,awaaamm,...ww a ._ sra,,.,a .-.wma ,.a. ».,.sm.,w .;, ..m:e:r 'vawwvamarwaa xam:w _ ,m:uewwsemvnsc.vxaxmzawu raz+».uuaww: wmna*dimc:,mr - .. __. _ f e .... ��� i N — I tt 3 g I MAURICE H LUNL� h. - T t 144 D ST.: -- 01CIN17AS, CALIF. NOTE FAME ECKE A4,460ALEAIA ECKE P.O, BOX 466 M ENC'1N1TAS CALIF, 1. `ENGINEER OF WO v / W /STUGGO WME MOH • - _ � PH. 753- /l.. 4 SARI DIEGUIT� UIV17 A11 ! / (/® / C AI U RCH /i _ £a:7NAL,� NU�CaA,2D -T.�Ua7"E'E DETAIL. TOE DITCH � 76 . Q ✓ ':FC aL 4Co ENCL? ft TAS LVC?. - E1JGld l /TAS, CALIF'. �hv / 11 NQ _ L �!�.cc NO.' / 5 3s b � ' �� \ TB• �. // I ., RH. 1137.. 2 A 06QM /T FROM',rf /E - aJNTY E"NGYNE"EP W144 8 !1£'QU1R4F0 1-cR AAJY (✓(7<?k /N TIt : LYXlA/7Y r /GNT OF , WAY I ; 'x: 1 O // Y" „ -3 s12- 5LOPES OYE"R 3 F7` 1N h'EIGr41r PVILL EtE l 1NTED /NACGO2CIAPjGE 1G _� �t5 / \ P 1� W/Tf1 54,V 01E"GO COLWIY GRADING'C,QDINAA/CE A10 2925 N - 56Q1 . 1 v ! \ 4 ALL G,PADIAJG D? 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G, / / - tn ma 's K NEE! .1 '/ / , - / 1 SAM DIEGO �f _ � 190 GPADIN PLAN 7\ - ..�, {. - 1 0 k & PL AN RE, // E.U` A POPT °I O/V C? • N,E% OF /U;W /�t OF ,aEtrTlOAl .: ` 1 ILL. s I c . /\ A y�/ . 1� 5'C71,�.7" f�A ! /^ , d / ICrhI :'° 1:'>••v� 1../4.J �.., / 1 t /'"'«' 1 �•} (- �'' r3t�,ao e c..� E/VGI�J��C WI.�RI�', _ f / ° __° - _...'°"" � ��� ' ,. 4� `dry •,�' o `' LX� ,11-!' ^T illy (;?, ,af�1�,.,Jw '.'C� { _ , =' � .- -° •.�' �' so o � � /EBAR� cal�7'2a" � <t 4 a =. r X16 �AICi/tt7'Ah E3OULEV4P -0 %Cll;t/c.:_';' iV . Cs /S3EEI ....,.w 1 O EN'CIn11TAh, C4U OQAIIA - 920._,x. A fT�'`�'d''!•Sc {A7 / elelJ -A 4 SAY � L _ _ S 6"� D JG ��f�� (� y A �^ 75 P1 11.37 3 y s. ,.. `a _ p�,5, �J iL ..� q.'a,. 4 %� a 6 " "" *", I „r ° w� t,il, -�4: T C a L�, � ?I61 , tl I DA7r .a PP""n �` a x714 -745 ?22_ — .' *.^ d " . .. a .s,:,Ea •;« ._..� ° , a<:.,ara,. .w. - .m_ .a,.:a,°,.- a,,>„c.,,.,,.:., W... - « .,a:,.ga,<,• ; ,,, _ , . ,. _ : I _ � _ - Y1'YtiY16uY%#W'KC4N : wua'S3LL iWSt. IYWIDRfi TiU: 'i#Sivlf0.Tm6L. sYYmdl4+BPJSMM1'Po' 4Y$Id4Gi YuTtY.iM614V,NSrt rv.+rA.. Wkl 1 1 1 -- I "' r r z , 3ti A'gi1L1 _ _ _ - g { a 2 0 3 "WEEP HOLES @ 10�? OC- PPfjAt4 o e _ OF.LV.Q.4.. EXIST SLAP GAL4! ME5N, 23GA °.ti.o c o . Tip "M I .._- .,_.,. «_ �__....___. �_._ __.- :__,___,- -- -- °--_•_- --_'' "- - -'_- ,- __ ,_..__ .- .-- :.Y_. -._.. --- _.__._.�_.._...,- --.... __ r",.•'^°"° �, �`' >� � a � n . . TA k Ir ° t _ { _ _. + 0 -6x6 To WOVENW /RE 4 ii a / i - :µ FABk SLAB _..- _.•. r I , SECTION A -A NO SCALE } , i . I :.. .. �k { LOy °° MIN FIM SEED !GRA DE - _ GROUTED _ . , , r I I ._ { II 3 I C1 tJ -- — - f 24 t :7Z?P 72 AID - JOINT, CONC. PIPE EXIST G O X &1 0-. _ -_ 4 "RCP' - i IF p ._ CoNc a I Rc. _.. _ _ , _,... _ . _ _ ._ _. _ _ .. _ _. _ FL. P/ h i ! GROJTED lQocA SLOPE _.._- . t3V. KS PROTEC 1 Q` { f { _._ 1 P?0JEC" I 1 _ -?l!D/ ENSLCkJ,S Foe S�?,!�/E I AROF14E qz L. SEC T1 P _ AM - /NT CONCRETE .I IPE - - -- Z – NO SCALE \ d L u BENCH MARK OC- 0067 _ %2 L P TOP N W. WING WALL WOOD BRIDGE AT N E COR INTER. SAN W)RCOS RD � 4MEQSF0,Q T DR. - 20'N 0 SAN MARCOS RD., 45 'E t AMERSFORT OR - SD Cif BM FILE- USES DATUM. E EV, 1.38, .950 titri J am~ / }IJ / J' /0 till r z Z q RC.R . i __ I ,( 2d" z / r CON (t750- Q) 1, QF C.P. '� t DATA _ MnET PER SO, CO �✓P ,., G R' ONE' PIPE 'r ' d'34 °03'48' y l�. a 7 EX CULVERT f ( / �J 2 O S Ol C 1 /f ` DWG. 128.1 MOD/F /fD) L DATA 133 A << e ) gy p - 175 0 � '2 ., N p.J 'U � t R_ 1063 o J°1 `r `` �- -_"�'� _ v. ` 1 y y I h g1' L °5945" v G -- _. 7... \ X38 �.�� 'GRADE TO DRAIN a : { R 200 ` h 1 ` ✓! �i wN. W .v. 70% M7N L< 135.2Y \u ONSP 3 p 16p C WING WAL ,pY `� / � L �. n) (175 PER. — \w C O' SD. CO. DWG.713 713 \ 1 NOTES: I. ALL CONE USED 1N CAST -IN -PLACE PIPE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTN.OF 4,000 PSI. AND SAMU BE PORTLAND CEMENT CQNCRETE. 2. SACKFILL, OTNER THAN A THIN MEMBRANE FOR CURING, SHALL NOT BE PLACED OVER \ i CAST - /N. PL ACE PIPE UN77L 27 D4YS AFTER THE CONC. MEREIN HAS DEVELOPED A 5PPEA10774 OF .Z 000 PSI, IN COMPRESSION 3. ALL PIPE SHALL BE PLACED IN A TRENCH IN NA7URAL GROUND AND /OR COMPACi'ED — _I FILL, THE GkOUND LEVEL BEFRRE THE TRENCHING SHALL BEAT LEAST 3 FEET y { ABOVE 70P OF PIPE ELEVATION, ALL BACKFILL SHALL BE COMMC7Tt•D TO 9o% i OPTIMUM DENSITY. PLAN AND PjQ0F E OF DMAI AC - - PLAN IMPROVEMENTS /A/ — RECOMMENDED FOR 4PP,GOVA7_ = SCALE : 1 "- 50' 1 / i A PORTION OF N E / 4 Of' N W /r� OF SEA T /ON S, TOWNSHIP 13 SOUTH, RANGE 4 WEST, S.8841 -- - -- SAN D /EGO COUNTY CALIF, FLOOD CONTROL ENGINEER - - -I SEE SHEET NO, 2 ROY L. KLEMA, ENGINEERS, INC.. U APPROVED: 415 NALEAVE. 'ESCOND/OQ, CALIF. C PRER4RE0 BY: 745 -3222 ARLAND M W /BEpG- RC`E 75382 DQAWN: D.F[UKE SCALES JOB NO. I DIRECTOR DATE: /0 -1 -69 _. AS S14OWN S14T J_OF ,i! „ I bV` : � p r i , 4 _ s } FINISHED GRAD J. r t f - _ t , i ' PIPE NCR _- , A , # I GRQUTFI7. ROCK :SLCJPE.� p PR0,,TCCTION. ROCKS i 1 4 a I , , { 1 N i . TT __. L _ — 77 L_ _ y r 6` i { I WING WALL PER 9� GROUTED 0 1P- R4PINLET I S.D. CO. Dt�: 173 � DATA R-200' , L- 14504 �U EX CpNC_CNAtNEL— /ALAN AND P RLE OF DRAINAGE iMPROV ME IN RECOMMENDED FOR APPROVAL J r,. } A PORTION OF N. E. %4 OF N. W % 4 OF SECTION 75 N PLA '✓ t. p I / %30/70 TOWNSM/ SA DIEGO COUNTY, CALIF., S B. B. M. SCALE 1"--50 _ I FLOOD CONTROL ENGINEER .� j ROY L. KLEMA, ENGINEERS, INC. APPROVED ' 415 HALE AVE. – ESCONDIDO, CAL /F 745-3222 DRAWN D.Fw E SCALES: JOB N0. G9( )O_ DIRECTOR DATE 10-1-69 AS SHOWN SNT 2 OF..-4— " r � 1 VA 11 08.7 Car;.+ .v l , NN \ 1, As I 9 \ N - , U 09.0 /3.2 07.2 227 - �. l 08.9 ,l �� I � 1 0 09.2 � 9.4 I , w 26.0e -r 077 J- N1500 09. / �`��, \ _ 1 - - = _ - N 50 1 3j i3\ 4 ��A� �� -- •� wV O ,��� i II 35 . I 8 e , jn: 09.2 i 32'3 Di 11 V- "V o/ ( / J � \ \ �\ o \ � �/ /' 35 7 i 32'3 `� /� �,/ 09.2 120 i A 36.01 � 33.0 1i _ \ N O 28.1 /20 / 140 if _ i r \ \ ! /: � 29.7 , 10.7 33.1 ! • --- � � � � � -_rte ! /' (t � � w 60. .13.0 2 5 � � � 33.0. �_ 605 r 34.7 33.3 33.4 6'0/ 60.7 1 I v - / 60.3 - 14.5 140 - - - -- 50 - 6v.6 150 N1000 \ 33.5 - _ �_ . _ - - - = _ \ 60.2 , �- ' r _ / I / - N 100 - - 60.5 6/,7_ � � - - -_ __.._ / � � // � � 1 r 33.4 _- -- � \\ - - i. - �> / ., ., :: � __ , _._- - -._ 170 _ 147. 1 _ - _ _ y � p � 180 - _ - .� -__. L� COUNTYOFS<1NLD /EGO r 48.3 � � I EET _ _ 1 w _ _ C14 TED O/N A : 'S --J � / � \ I •. � / / 1013 ,l'LANG M, W/ l7 R.C 382 070 L 35 I � �' •� V � \�� �- \ 1 925 f ; o