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37.6 _ Jr7 P,
<br /> - Top X9.5 7-1, 5815 -429,4,
<br /> �9.q�- --- -- 7;' 3e' 9
<br /> _ 39.25 39 4i d sz 3y 58 --
<br /> 39.6'U /a 3 Existing Ground Elevation
<br /> 39.96 4D.00 - _ r - _ _ _ -r--- .3
<br /> ' 34. 47 `_..�.V-.,..__ ._.. .
<br /> 40,0 } _ _ + --_
<br /> _�- 39�23EP_` ---- 39.3D 39.27 ¢° �D ¢0,/5�� 4o.�v �jy26 "'#52 __._ _._.__�-- 6i_-- �ExTc Existing Top of Curb Elevation
<br /> _ ,3y,aC4 3 9� "Z EP ¢ra l 4�. �
<br /> _3 9 57 3 9 5z
<br /> c1 �y 7� c 38,2 F.G
<br /> - Finished Lot Elevation
<br /> 39,37 -
<br /> ___.__-__.-
<br /> w- 3=3"2 ^ 7C 36.ao
<br /> 3G / ., _ j Finished Top of35 �- . 35 Curb Elevation
<br /> HTG 3P6..1-
<br /> -5j7
<br /> -
<br /> f t h High Point
<br /> 5.JCO. M.#S/?-/7 7 G Tc/D DRESE37 9
<br /> T OUBLE ?4117 77 TC35.70 Curb Low PointEL EY 39.25�BP -.P
<br /> 11 - - - - - - - --- � � ,,_ � �' -;, ----•- 37.5 ---- Finished Grade Contour
<br /> I --
<br /> f% ' � / pe of Surface Flow
<br /> G � a
<br /> o - --- _�� .__ Storm Drain
<br /> Storm Drain Manhole
<br /> /7 040 ,L. SFW9GE 1Eh'G�J/'�'G �/REA !TPI EP lE /r! �
<br /> -LINA "I+� ,
<br /> I
<br /> N 0 rE SEEPAGE P/r$ %R� �F(IU/,QED. 4 4 2 2.5 /2,3 Ep Drop Inlet Catch Basin
<br /> �� y i °� ���� 31,1 � ��.I �e.I •3�.3 ��.���" �,� ,,� � - � � ��, .-�_...-...------ 3r
<br /> \ � cj�1°
<br /> p Q X8.5 fig.
<br /> ti 38.S � o I I _.-------. T)'11)16 IL
<br /> Tyl9lcAL
<br /> G n �ti 38.5
<br /> GENERAL
<br /> NO T,
<br /> 1 . A grading permit shall be ser-ui'Ed by the Con trac: tur from thc, )Ar'! ]aa �utn
<br /> -,
<br /> f at.rnt.y Building Inspecti.nn D.ivisxon
<br /> 31 �1 -1 37q _3q.8 3�ga 2. cost r� the g a permit
<br /> _ _ -
<br /> The c f r ding p mit shall be reimbursed by the Owner as an
<br /> r
<br /> extra .
<br /> 375 FG. rc. 35 3,s -
<br /> All lots having a fill of 6 inches or greater shall be compacted to 90%
<br /> P . C . and tested by the Soils Engineer .
<br /> 4 . The Contractor shall coordinate his work with the Soils Engineer
<br /> \� .. V1
<br /> g to .insure
<br /> '�� � �1-� '� adequate compaction tests are taken . The costs of retests shall
<br /> be borne
<br /> y by the Contractor . The Soils Engineer is J . H. Kle.infelder aid
<br /> PADS Associates .
<br /> 73 R 5 - Contractor shall submit compaction tests for all lots exceeding6 inches
<br /> \, of fill to San Joaquin County Building Inspection Department .
<br /> 6 . All earthwork , building pati grading and ether con r
<br /> st action to be done, as
<br /> shown on these plans , shall l 1 be done in accordance with the
<br /> geotechnical
<br /> rC S� 11 P �3. 3 investigation report by J . H. Kleinfelder and Associates for the proposed
<br /> subdivision , dated February 18, 1980 , file no. 20-298'1-01 .
<br /> 7 . All lot drainage shall be contained on the
<br /> lot and drained to street .
<br /> B . All subdivision grading shall conform to U . B . C . Section 7014
<br /> Tc�o
<br /> -y rc U. a
<br /> b631 6� 1P. &GR. 4 Pi
<br /> 37 B'd 1--::=:- , �.�e3 - "� " 1I F 31.4 11 i �1 3
<br /> b_ a 6 .
<br /> .J.�
<br /> ` \J
<br /> 31 3b 36.E 36 ' \. 1 I 4 q
<br /> \ - 7\ 3C,\� \ �` 3830
<br /> L `
<br /> rte ' ✓t,J
<br /> 6.41 4 -�
<br /> X1.1 orb, b
<br /> 91.E 3 h I p 4B c °Io
<br /> UICST
<br /> � PROPOSED SUED.
<br /> r \ Y
<br /> z
<br /> °} Al S14P 31 3b.� �' L ��.4--� .h�.l 1 4 1 a 4 2 !q 4A.
<br /> r
<br /> •
<br /> �1 3� �Z-,*/SI,S CSD.
<br /> P/CAL WEST '
<br /> T YR/CAS.«' `EAS
<br /> 36 I/ �� 31� 31;
<br /> i
<br /> ESTIMATED EARTHWORK
<br /> i
<br /> 1
<br /> Roadwa Excavation ,600 C. Y .
<br /> 36; �b. �b"� 36 36. 31. a� Lot Excavation
<br /> 3, 000 C. Y .
<br /> Lot Fill 6 ,600 C . Y .
<br /> /?, 110 4 S� SFIT/gG� 1 EAG /�V'G ARE 4(7 yP) !
<br /> The Engineer may adjust the grades in the field to balance the earthwork , if
<br /> 50117-1-1 --- -- ..__....--._-_.- ------___- .�' necessary. ,
<br /> SEWAGE REQUIREMENTS:
<br /> 4.5' I5 , I a , .1 12, 000 S . F . shall be retained for leaching area , which shall be no closer
<br /> than 20 ' from an
<br /> lf✓ Is well . Y property line , 50 ' from the floodway , and 100 ' from any
<br /> Seepage pits shall be located no closer than 20 ' from any property line,
<br /> 150 ' from any well , and 100 ' from the floodway.
<br /> c12 L 367 �l/I�OR
<br /> 4g"SD. 7
<br /> TYPICAL S0UTiy f, -- _ Lr 1 N
<br /> NO DATE REVISIONS
<br /> BY
<br /> DESIGN DRAWN BY EUER��NF
<br /> -�
<br /> BALI MBAC H & PIAZZA
<br /> CIVIL ENGINEERS GRADING FLAN RANCHO MORADA ESTATES SHEET OF
<br /> BY �:;.,; SURVEYORS
<br /> R.C.E. 323 W. ELM 5T. L001 , CALIF.
<br /> JOB No. BSII
<br /> DATE �"_,� � 9524[]
<br /> PH-' 209-368-8618
<br /> FILE
<br /> NO.
<br />
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