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BAc <br />�BACAL OFYLOT. I CrQA�{. CTYP) ' <br />o GRAve (Ty") 0 8 8 <br />i ~ <br />II ° O Tor _OF. CL. V_b G41A� <br />ECIW¢UASE NAD (TYP) <br />9 i CTYP)e <br />O.O O� • GROUND <br />+01 I +.a/ HXtST(Ty?) <br />° GURfp- Ftp/ NH <br />.0 0 4Pf.DE (TY� <br />iSU1LDlMG--ETSACK. 1_IeIE 6RAOE 6YP) <br />LEGEND FOR GRADES <br />I- RETAINING- WAIL SHALL PA CM&XltU TED <br />CM FIRM; UHDWURP..60 SOIL, GOMAZTSO <br />TO 90Yo RCLATUE CCIAFACTIOC4. <br />1- WEAKaNEO PLAN! .101,176 1,"AI.0 •! <br />(:OH"UGTwO 60'r -G. <br />3- ALL 0=14 PO."T'A SNALL 06 F1LL6p <br />AMP FIM•, R•MogED ON QiPobao WALL, Top <br />Or WALL SHALL 166 MIOUN OEO AMD <br />i <br />TROWELED Smoo". <br />4-• WALL SHALL NOT 6a *ACUMILI.E.O <br />FOR T"040 GAYS AFTG2 Pot1R. <br />5- t)`-lE. CLASS G- •6-_7AC _' CONGQM <br />- I'M'a 6' CEDAR FENGe raaAROS <br />3� z 24a <br />I <br />�2 <br />L---------------------- -�-- <br />. <br />1 � <br />25• 2 <br />•9 <br />OfztA+100 �T2EET YOt-10 �1CA 014-49 NOT <br />A PA>ZT O [}FEh)= PL -Pr S- e, R D W H FO e <br />1HF0RtINA_"D At- PU2Po uaz�, ot•+L-Y. <br />I• � <br />V NE O U <br />o <br />�z° I 1- <br />$�NGy MAizK� <br />G.O. g. fSEr1Gy MA21� No . 17G <br />arLan r�r�� �lt'Al1'IPBO <br />IIF✓5-13�Y MARKING GOGi. <br />> IZA VaP'�I✓ CCNTRoL KION • IN <br />mow eoA ON youT[4 emoe <br />I't'IARJPOSA 2D. AT' APP20A. <br />q-- 4 u.YA Sr. <br />EL-r-Ev. 2.4.94 <br />DATUM U . s . 6- s . <br />z.s SE�I� FACE OF CURB CURVE L7ATA J l.Z�7COrj <br />2 to StoPE To g GK of wq�tL ° �{ Ik <br />n¢ NO. DELTA RADIUS ARC VARIES °' -Z82loI7P0.TED MGTAL -��-1 10 00 43" 232.00 40.54RAIL FSRAGCET' 2x4 OF 2 10°00'43" 268.00 46.83 151 r `- °.C,K-of T Gfr H ± 2�9LLI2 ReAU EA.PIPC Op CONlTZA R- SMAL(n y1GH F- <br />I I I FtrICE RAILS 3 90000,00" 'LD. 00 3I, 40L <br />IW GAIv PIrE e'Lwo- 2 �' O-��• GE F2OM 674 TYP> <br />1 i HOUSE PAD eLev , 4 90°00'00" "LO.00 31. OPL To 2TA 3 93.47 Z <br />e•«` w/UP 42 til ro REST Icr Amoss otuANDo �. } <br />6' Ae ve TOP OF WALL I FIMILH P_K•LK OF wT 5 35 ° 28' 07 " 58.00 35.90 ll' WHEN U IT 2 t�� CON lrwcTl=t� +ZS. +??.A .3 <br />t+ATutzAt CrtzourD (STD'wr• PIPE) I YARIAISLE 6 125028'07" 39.00 85.40 7 6 �2- C- •S• 5 DwG. -MS4 32 p 5 1 <br />/� 7 125028'07" 39.00 85.40 V 2l.rs 21.3 212 27-o e 2Gq 2G.g +2 2�.T I N <br />SWA_E AT I% ON SIDE L.OT LIKES TT 41' <br />8 35°28'07" 58.00 35.90 tr U' + n? i0 ' <br />To 13E cur sv Nous r3utLOEtz 9 10016,03" 98.00 1 7.56 1 0 rN 27 0 Ui m eg <br />AFTE2 HOUSE IS 'FIIA1SMEp r o r 9 \ ;Jf p �� 25 <br />+-*4 caMT 10 100 15 44" 60.00 104.99 �� j T� IPt U1t� U!� V)u, yzs IJ <br />ri <br />I- j �c' \ X21 - - 1 - T�- u' - ±N 14c -1 <br />�� Z-p,� <br />TYPICAL .LOT. GRADING " St Jai I- <br />N.T.s.jlLazig (Il` NN - N ot3 <br />MONTr_MUIMA `7r NOM OF OFL•ANDO hi 4� 2A"cc T a , 2 22Z 2 2S (o+Z5 -71 <br />R96 <br />/�w�/ .3 1 • TOP of GUR•B GVACI♦' (-TYP) <br />LOW Sloe AvEPA(.e I " �� m s t9 0/. <br />r J <br />z' zs caou,.0 8 r 'I 14 - I 3+ .6�rIW N IOr 2 <br />------ <br />Ls' > 26. - 8,�� - -- ----A. ----- - ---- MIN .R-Avtu`� o+oo W <br />4.A44 Tj CONL 3 N 24 `- /__i ri T <br />♦ `-! - _ -!_ _ ul m ZO < = lm , o ff <br />g N <br />50 <br />11 01177=1 smv _ a slarsmr Ir34rN1 t <br />77:'i'AC , &"AC, -7'A'Dp5 orER_ O.s ' Deep 21 +�, og 2!0 2ro d� 2 04' 7� + •5 �• 8 S8 L_ G-R-A-Y� t✓ �TY P <br />-�P,Finaoe AT 9s'.6 RaATTve CnmPAcnorA CONCRETE RETAINING WALL <br />2} 22 80.CK OF W K GizADE (TY P) ad <br />T.LSO Tt vAwE=S y 2(D IA tP -_ 2 Jtw- - IJ{tJi-� b)0 <br />50' ST. TYPICAL SECTION ryo� G fEyGE \ N /i 2� I Z z Nc �o 2� H + tJt 2� 5 00 <br />' c �i + �i � a -d•_.__ i 00 +Z g\.e - pctST - GRWr+P <br />n.r.s. _ -- cti <br />IA0"T-F_ G� C,,Oulli OF prLlAH0o �T gg 250`' � j+ 927 p0gt2`'6 0 <br />66 R /StEPT 1989 15 14 13 12 p ag211 -11.0g 9 0 8's <br />OgV�'/o G T , <br />215 213 •L7 3 TTI +2 <br />- INous-_ PA•D GVA'0. (�YP) <br />17- • 1 ��_ 40 <br />Vamx • 1 2 25?A hMAt L Dli M £X 1ST G C.L. <br />i•S Z.5 19' T5� 2.G 11 v / <br />TYPE Ew G,46 S. + +25 �+0!o IN9 INS DEi�BPu Pl EI7 E(l T NO (T YP) <br />z oawc- . t{o. 24 / 25 'L 7 to �' +2`' 27 3 2A I � � Lo 27 .'ID +Z.. e A g ZA o: Z!o 9 Z!o 7 +,a - oz <br />2 5 zco 2 . P,ACC- of I -OT G-1�AOF (TYP) <br />'ZACI C,AA, -/ A4A5 CNG;L 0.4 DEEP I-- Q_ J <br />...._�bbRA-OE AT 95•.6 T2g,AT1VE COMPALItOtA N `r d' NN 25 gg CONST Co57 (-F WE 1`C" FEr`1 C.� GOhlS o. <br />1y1f Q UNON �9 U <br />T-L=So RYAwE=S <br />CD t7 ri Q N �N d -N m P1 N DAVE'S COURT <br />58 ' ST. TYPICAL SECTION yr ° N N N , N m w ' a1 0W Ip <br />+ In N -N <br />-N <br />+ o <br />+ J <br />a <br />V 0. � <br />O <br />O F- d1 <br />J <br />n.r.s. <br />F Y <br />F 1- P- <br />- - -- ° <br />l9a 1 i II 1 <br />c -� <br />o <br />SI <br />{ t �r.. EXihT GP-[?UtiQ `��gT 196 ilow <br />-}-.. _ <br />RLrv1 25.130 h1 M4> <br />_ <br />_ _ _ - _ + i ON t iakM <br />GoN6 f <br />dwow <br />I <br />p• l t` 1�• <br />f9.lZ <br />- _ _ _ - <br />_ -_ _ - : GON71Mti MF+: i f : - 0.001 co,423 PIAN hr1H } <br />- _._ _ _- - t -- - _ , __ ♦ - - _� -r r ���� trlm Q�j.G3p 2.22. <br />:_. __ M _ . -_._ :. .. --_ .._.. .._---'- --- --- __ - -qr p <br />Ft $ f t l 4'. �8 r t D r p Fs y FIM N 1T4(v <br />i <br />WaT1=2 8y <br />F1 1h/ a 7 9 <br />1_ _ : 264' : u .' � 22•�� <br />CFA l:. <br />7 <br />s I <br />i - <br />i <br />-- - <br />4b iCj <br />- - - <br />_. <br />- _ FLtB:'1k �s o <br />- = 1 - - - - - - - i <br />a <br />Opo <br />I <br />t <br />7+7 <br />i <br />FL <br />t <br />, <br />d <br />4.7 <br />I <br />T <br />- - <br />Y <br />{ <br />_ <br />I <br />- <br />i <br />S• 3' o ? <br />O <br />E <br />t ; <br />1 L.1 � Z <br />F <br />5 <br />- _ <br />i <br />7 <br />: <br />-1 sZ <br />t <br />Y <br />}} o <br />s _ _ lu <br />, <br />. <br />1 7-l , <br />t : <br />I <br />3 <br />- <br />N <br />1� <br />} { <br />: <br />, <br />- _ - - <br />Itoo <br />,o <br />, . <br />t <br />r ; - <br />♦ { <br />- <br />t <br />: ♦ , _ _ t .. r r -- r --i- --- - - - -� - <br />r <br />- : A <br />- r EiSf - i i <br />_ T t F i - <br />_....__.-_._ _:_:. -t - _ --.---t- <br />{ a -z i _ r - e L - <br />- -- -- - - -- - •- - ; - r - -- - - - w - - - - - -a-- - - <br />-_: t : - , <br />t 1 t i .- <br />-- E OF? $ 1C r <br />C <br />JOB. NO. 2670 SHtET NO. <br />APPROVED 19 APPROVED 19 REVISIONS SCALE AS SHOWN APPROVED BY% DAT <br />C/� NO. DESCRIPTION DATE BY WONG ENGINEERS, INC. DATE SEPT 1989 <br />J <br />PLANNING • ENGINEERING • SURVEYINQ SCALE HORIZ ! 40 DESIGNED BY WE <br />= F H <br />SCALE VERT I11= 21 DRAWN BY HAL �•L <br />STOCKTON, CALIFORNIA DRAWN V JOB NO. <br />s R.C.E. NO. 14269 DESIGN WE CHECKED BY. 2670 <br />i CITY ENGINEE . ` <br />CHECK C.C.W. AS BUILT BY STOCKTON, CALIF. <br />F�r+s eR we..e..«sw aaAwlr+ <br />_. <br />'�rva m, IS* Coop -.STM <br />ORLAN 0 <br />ST. �' <br />m •a- <br />(_ <br />pUTU UH IT 2) <br />{ <br />0 O <br />I� <br />+Zg 91 <br />N <br />P.ML-r=ML-r=2 <br />2 . 2 <br />2 7 <br />STRF.1r7 Irv1PROYEInENTS 10, <br />grvr <br />+ <br />+ ZJ <br />pg <br />�_ <br />Lg W/FUTURE UP172 pg <br />A <br />Z D ak <br />.9 eg 99 <br />- _ 5� <br />-- -* - <br />,6. *Zg. <br />8 5 <br />- <br />15 <br />20, <br />i,'z5 <br />74 <br />$�NGy MAizK� <br />G.O. g. fSEr1Gy MA21� No . 17G <br />arLan r�r�� �lt'Al1'IPBO <br />IIF✓5-13�Y MARKING GOGi. <br />> IZA VaP'�I✓ CCNTRoL KION • IN <br />mow eoA ON youT[4 emoe <br />I't'IARJPOSA 2D. AT' APP20A. <br />q-- 4 u.YA Sr. <br />EL-r-Ev. 2.4.94 <br />DATUM U . s . 6- s . <br />z.s SE�I� FACE OF CURB CURVE L7ATA J l.Z�7COrj <br />2 to StoPE To g GK of wq�tL ° �{ Ik <br />n¢ NO. DELTA RADIUS ARC VARIES °' -Z82loI7P0.TED MGTAL -��-1 10 00 43" 232.00 40.54RAIL FSRAGCET' 2x4 OF 2 10°00'43" 268.00 46.83 151 r `- °.C,K-of T Gfr H ± 2�9LLI2 ReAU EA.PIPC Op CONlTZA R- SMAL(n y1GH F- <br />I I I FtrICE RAILS 3 90000,00" 'LD. 00 3I, 40L <br />IW GAIv PIrE e'Lwo- 2 �' O-��• GE F2OM 674 TYP> <br />1 i HOUSE PAD eLev , 4 90°00'00" "LO.00 31. OPL To 2TA 3 93.47 Z <br />e•«` w/UP 42 til ro REST Icr Amoss otuANDo �. } <br />6' Ae ve TOP OF WALL I FIMILH P_K•LK OF wT 5 35 ° 28' 07 " 58.00 35.90 ll' WHEN U IT 2 t�� CON lrwcTl=t� +ZS. +??.A .3 <br />t+ATutzAt CrtzourD (STD'wr• PIPE) I YARIAISLE 6 125028'07" 39.00 85.40 7 6 �2- C- •S• 5 DwG. -MS4 32 p 5 1 <br />/� 7 125028'07" 39.00 85.40 V 2l.rs 21.3 212 27-o e 2Gq 2G.g +2 2�.T I N <br />SWA_E AT I% ON SIDE L.OT LIKES TT 41' <br />8 35°28'07" 58.00 35.90 tr U' + n? i0 ' <br />To 13E cur sv Nous r3utLOEtz 9 10016,03" 98.00 1 7.56 1 0 rN 27 0 Ui m eg <br />AFTE2 HOUSE IS 'FIIA1SMEp r o r 9 \ ;Jf p �� 25 <br />+-*4 caMT 10 100 15 44" 60.00 104.99 �� j T� IPt U1t� U!� V)u, yzs IJ <br />ri <br />I- j �c' \ X21 - - 1 - T�- u' - ±N 14c -1 <br />�� Z-p,� <br />TYPICAL .LOT. GRADING " St Jai I- <br />N.T.s.jlLazig (Il` NN - N ot3 <br />MONTr_MUIMA `7r NOM OF OFL•ANDO hi 4� 2A"cc T a , 2 22Z 2 2S (o+Z5 -71 <br />R96 <br />/�w�/ .3 1 • TOP of GUR•B GVACI♦' (-TYP) <br />LOW Sloe AvEPA(.e I " �� m s t9 0/. <br />r J <br />z' zs caou,.0 8 r 'I 14 - I 3+ .6�rIW N IOr 2 <br />------ <br />Ls' > 26. - 8,�� - -- ----A. ----- - ---- MIN .R-Avtu`� o+oo W <br />4.A44 Tj CONL 3 N 24 `- /__i ri T <br />♦ `-! - _ -!_ _ ul m ZO < = lm , o ff <br />g N <br />50 <br />11 01177=1 smv _ a slarsmr Ir34rN1 t <br />77:'i'AC , &"AC, -7'A'Dp5 orER_ O.s ' Deep 21 +�, og 2!0 2ro d� 2 04' 7� + •5 �• 8 S8 L_ G-R-A-Y� t✓ �TY P <br />-�P,Finaoe AT 9s'.6 RaATTve CnmPAcnorA CONCRETE RETAINING WALL <br />2} 22 80.CK OF W K GizADE (TY P) ad <br />T.LSO Tt vAwE=S y 2(D IA tP -_ 2 Jtw- - IJ{tJi-� b)0 <br />50' ST. TYPICAL SECTION ryo� G fEyGE \ N /i 2� I Z z Nc �o 2� H + tJt 2� 5 00 <br />' c �i + �i � a -d•_.__ i 00 +Z g\.e - pctST - GRWr+P <br />n.r.s. _ -- cti <br />IA0"T-F_ G� C,,Oulli OF prLlAH0o �T gg 250`' � j+ 927 p0gt2`'6 0 <br />66 R /StEPT 1989 15 14 13 12 p ag211 -11.0g 9 0 8's <br />OgV�'/o G T , <br />215 213 •L7 3 TTI +2 <br />- INous-_ PA•D GVA'0. (�YP) <br />17- • 1 ��_ 40 <br />Vamx • 1 2 25?A hMAt L Dli M £X 1ST G C.L. <br />i•S Z.5 19' T5� 2.G 11 v / <br />TYPE Ew G,46 S. + +25 �+0!o IN9 INS DEi�BPu Pl EI7 E(l T NO (T YP) <br />z oawc- . t{o. 24 / 25 'L 7 to �' +2`' 27 3 2A I � � Lo 27 .'ID +Z.. e A g ZA o: Z!o 9 Z!o 7 +,a - oz <br />2 5 zco 2 . P,ACC- of I -OT G-1�AOF (TYP) <br />'ZACI C,AA, -/ A4A5 CNG;L 0.4 DEEP I-- Q_ J <br />...._�bbRA-OE AT 95•.6 T2g,AT1VE COMPALItOtA N `r d' NN 25 gg CONST Co57 (-F WE 1`C" FEr`1 C.� GOhlS o. <br />1y1f Q UNON �9 U <br />T-L=So RYAwE=S <br />CD t7 ri Q N �N d -N m P1 N DAVE'S COURT <br />58 ' ST. TYPICAL SECTION yr ° N N N , N m w ' a1 0W Ip <br />+ In N -N <br />-N <br />+ o <br />+ J <br />a <br />V 0. � <br />O <br />O F- d1 <br />J <br />n.r.s. <br />F Y <br />F 1- P- <br />- - -- ° <br />l9a 1 i II 1 <br />c -� <br />o <br />SI <br />{ t �r.. EXihT GP-[?UtiQ `��gT 196 ilow <br />-}-.. _ <br />RLrv1 25.130 h1 M4> <br />_ <br />_ _ _ - _ + i ON t iakM <br />GoN6 f <br />dwow <br />I <br />p• l t` 1�• <br />f9.lZ <br />- _ _ _ - <br />_ -_ _ - : GON71Mti MF+: i f : - 0.001 co,423 PIAN hr1H } <br />- _._ _ _- - t -- - _ , __ ♦ - - _� -r r ���� trlm Q�j.G3p 2.22. <br />:_. __ M _ . -_._ :. .. --_ .._.. .._---'- --- --- __ - -qr p <br />Ft $ f t l 4'. �8 r t D r p Fs y FIM N 1T4(v <br />i <br />WaT1=2 8y <br />F1 1h/ a 7 9 <br />1_ _ : 264' : u .' � 22•�� <br />CFA l:. <br />7 <br />s I <br />i - <br />i <br />-- - <br />4b iCj <br />- - - <br />_. <br />- _ FLtB:'1k �s o <br />- = 1 - - - - - - - i <br />a <br />Opo <br />I <br />t <br />7+7 <br />i <br />FL <br />t <br />, <br />d <br />4.7 <br />I <br />T <br />- - <br />Y <br />{ <br />_ <br />I <br />- <br />i <br />S• 3' o ? <br />O <br />E <br />t ; <br />1 L.1 � Z <br />F <br />5 <br />- _ <br />i <br />7 <br />: <br />-1 sZ <br />t <br />Y <br />}} o <br />s _ _ lu <br />, <br />. <br />1 7-l , <br />t : <br />I <br />3 <br />- <br />N <br />1� <br />} { <br />: <br />, <br />- _ - - <br />Itoo <br />,o <br />, . <br />t <br />r ; - <br />♦ { <br />- <br />t <br />: ♦ , _ _ t .. r r -- r --i- --- - - - -� - <br />r <br />- : A <br />- r EiSf - i i <br />_ T t F i - <br />_....__.-_._ _:_:. -t - _ --.---t- <br />{ a -z i _ r - e L - <br />- -- -- - - -- - •- - ; - r - -- - - - w - - - - - -a-- - - <br />-_: t : - , <br />t 1 t i .- <br />-- E OF? $ 1C r <br />C <br />JOB. NO. 2670 SHtET NO. <br />APPROVED 19 APPROVED 19 REVISIONS SCALE AS SHOWN APPROVED BY% DAT <br />C/� NO. DESCRIPTION DATE BY WONG ENGINEERS, INC. DATE SEPT 1989 <br />J <br />PLANNING • ENGINEERING • SURVEYINQ SCALE HORIZ ! 40 DESIGNED BY WE <br />= F H <br />SCALE VERT I11= 21 DRAWN BY HAL �•L <br />STOCKTON, CALIFORNIA DRAWN V JOB NO. <br />s R.C.E. NO. 14269 DESIGN WE CHECKED BY. 2670 <br />i CITY ENGINEE . ` <br />CHECK C.C.W. AS BUILT BY STOCKTON, CALIF. <br />F�r+s eR we..e..«sw aaAwlr+ <br />_. <br />'�rva m, IS* Coop -.STM <br />