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12`ClIZV/W_RY6,5
<br /> - - - 37.6 ?7 10 3�'� .-�' 9 T,o
<br /> - Top 38.3 .._.
<br /> 3P !£
<br /> - --� _ ____.. 37 3
<br /> lop 30,6
<br /> 39.25EP 39.43 39.25 31,4i 342 39,5�EP 3y, �i 3yr.� 3y�� 39.Eocr'
<br /> Existing Ground Elevation
<br /> -_._. ._. .. 9{1v - _ -- /0- //" 14? �3 38`00 Exist ing Topcf Curb Elevation
<br /> -I -- _. ._...._.. -. -- __ _ _ --r - ___ ._.�..__.t_..- -.. 4------. ., .4 .. . . + ----- _t ___. ...._ _. . . .. . - f -..__.. _ ex Tc 9
<br /> 39.96(Z 40.00 39. 97 c�
<br /> 39.23 ER 39.34 39.27 �9 � ¢4 - - - -- Finished Lot Elevation
<br /> P .��..-- - j `p ._ G T� 3 9,3 ? _ ._..�'1 S ry 3 6.0 0
<br /> Finished- _ - Z� -- Finished lap of Curb Elevation
<br /> �_.
<br /> _ --f- �_ I. _ - _- -_ - --
<br /> f / GHT M /Lf RDAD a Tom' 3y.g'r�_� �3�4.Z TC 36 l5 h
<br /> 3�'3 ��'� 7.4 Tp_ 37 �� T _ - - - H P r 1' c h Point
<br /> 8v 374 37.7 -q7, 9 p T Tcas.to Curb Low Point
<br /> RESET 10-1-991
<br /> / D009Z124"RCP
<br /> b i - - - -- C(/l(/ZR7' 37.5 Finished Grade Centaur
<br /> 5
<br /> oY a
<br /> 4C X / T /N 6 ;reR 0 i�AgRg Y 0.910
<br /> ��-
<br /> Slope of Surface Flow
<br /> .? �7 ��L /��. .7GfC' n - I5;'s Storm Drain
<br /> Storm Drain Manhole
<br /> / ( 7 7 i r,,• 7 1 r r i EP Gr
<br /> �c �, ' --/Zl1�C �.,'. v��f/��E LE �G/Ji.tiG �.Jti s, 4 4 Z 25 /�".3 gyp / --♦ Drop Inle-t Catch Basin
<br /> 1� LINA ��P r�. � ,„i.�'ED. _
<br /> R,c
<br /> �' !RE- 5
<br /> _
<br /> 3� 5 L
<br /> ; q , �� i $ �6 �yP/C�1L TiU 5 s�r�e (>tu i/'t '
<br /> .v rs
<br /> CE/VERAL NarEs
<br /> gr,.i ; ; nt..! c rni -.,hd11 he SP(-rAI- Ed [ay thf? C:r_,ntrtJ.1rl
<br /> k r',�� t
<br /> [ ,rI 11iiog log ,pectinn D.tvision .
<br /> Count,to r7 t � '
<br /> The c-ct�t. }# t_�ie grading permit s h a I I be reimbursed by the 0wraer as an
<br /> extra .
<br /> • . rill 1cst � vinq a f 1 1 1 of 6 inches or greater shall be compacted to 90%
<br /> 44
<br /> �6. rc.
<br /> I, Mp-� A. �, P . C . and tested by the Sails Engineer .
<br /> 4 . c. r r r in s w wi o o ns Ir
<br /> he [� �,rt "actor shall c-oo d ate hZ c�ri' tt� the S its Eng t i t c'
<br /> adequatr� compaction tests are taken . The costs of retests stall be borne
<br /> DR ! V1
<br /> by tt,€� [:crntractor . 71"�e Soi1F; Eng�rIPE�r is J . Ii. N; kEinfelder avid
<br /> Associates .
<br /> 5. Contractor- steal l submit compaction tests for all lots exceeding r incises
<br /> of fill to San Joaquin County BuiIding Inspection Department ,
<br /> PA a " 46�;9
<br /> :/ h . All earthwork , building pad, grading and other construction to be done , as
<br /> fin - Z Fq shown on these plans , ;ball be done in accordance with the geotechnicaI
<br /> '✓% i � �� - -__ -_--_-_. .-__- - investiciati.orr report by J . Fl. Kleinfelder arid Associates for the proposed
<br /> subdivi_c, )n dated February 1H , 19eB , file no. 20--29B2-01 . i
<br /> 40%
<br /> --__�--€ JTZ � � o _ _
<br /> T . All lot dr-ainage shall be contained on the lot and drained to street .
<br /> - r7 subdi vision grad �r'rg shall conform to U. H . C . Section 014 ( C. ) ,
<br /> AY
<br /> 3GFdJy,
<br /> YC _ .a - - r�. H . A 1 1
<br /> l
<br /> 7� eco
<br /> U
<br /> Loy' RFYFS;
<br /> :
<br /> a b'J�s�r I
<br /> ' I
<br /> 3`� ^
<br /> o .�
<br /> i \
<br /> ab"qT �b�• e {
<br /> �
<br /> � PROPOSED SUED.
<br /> 27.
<br /> °I --
<br /> fib. .___._ _-_. -./
<br /> T YPI CAL GUEST � �/' f � � �,
<br /> � G � � _ ----- - � ��a9 . � TYPICAL EAST4_3
<br /> t .
<br /> $_.
<br /> °o ; 1.5 fir.___ . _I �� '. 3� a
<br /> ESTIMATED- EARTHWORK
<br /> 36zrc� 3��z'- has -- Q,, 6� 0.� B Roadway -Excavation 3, 600 C . Y .
<br /> 38 �b �a� �b 3"t ��,2 Lot Excavation 3,000 C . Y .
<br /> �b. Lot' Fill 6,600 C. Y .
<br /> The Engineer may adjust the grades in the field to balance they earthwork , if
<br /> necessary .
<br /> s0UTH
<br /> 60
<br /> SFWAGE_RE9LII-REM£N15 :
<br /> 1 . 12,r00 S . F . shall be retained for leaching area , which shall be no closer
<br /> / than 20 ' from any property line , 50 ' from the floodway , and 100 ' from any
<br /> 4.5 /.g' 3 - 20 PC F. we 1 I .
<br /> ~ -
<br /> p J` 7 . Seepage pits shall be Iocated no closer than 20 ' from any property Iine,
<br /> 150' # rom anywe11 , and 100 ' from the floodway .
<br /> ��� ,
<br /> f' 3 /A, -
<br /> r
<br /> a
<br /> �.,�12z 36� _ ruaoa Rosi
<br /> TYPICAL SOOTY � � � � N
<br /> N0. DATE REVISIONS SY DESIGN" DRAWN BY a C SHEET OF
<br /> -__ _ -- RANCHO MORADA ESTATES 0 a
<br /> CIVIL ENGINEERS GRADING PLAN
<br /> JOB N0.
<br /> 1385
<br /> SURVEYORS
<br /> BY 323 W. ELM 5T. LODI , CALIF. FILE -_- -�
<br /> 95240 PH: 209-3E8-BSIB N0.
<br /> R.C.E. DATE x'_ i'
<br /> 6-9 96
<br />
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