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I2°CULyER7"dIY6,5
<br /> R/W 37.6
<br /> L EGA"
<br /> 38
<br /> Top X9.5 Yo/7 18•g cP 3�, roP 3 y►
<br /> - _--_
<br /> .99.25EP .39.43 ��25 ,Si �9y7 SBE 4,9f 39.aG 396 39.80 EF' 3 Existing Ground Elevation
<br /> l0- �/a �Z'� /81,` 30-00 4 EX TG Existing Top of Curb Elevation
<br /> 39.95 q 40.00 39.97 +
<br /> Ao,o� ,�,,.io �o,�9� ¢o.?o .q�,24 Ael31? 4v,5"i
<br /> 39.23 SP� 39.30 39.27 .�4t 39• P 39 57 39.52 Finished Lot Elevation
<br /> - �!76'E�
<br /> 3� u v y,
<br /> kG �r� Tc ae.00
<br /> 3$ Finished lop of Curb Elevation
<br /> --U,f_ ......-- ..,�..� _ Z�K
<br /> TC H -rs Curb High Point
<br /> M/L f ROAD .'_ r® n,� •�. ._ i�
<br /> .._._
<br /> 37.
<br /> # 38.0 37to 397 377 37,9 �° TP TC 35.70 Curb Low Point
<br /> L.P.
<br /> DOUBLE ?4"RCP �-
<br /> RESU 10-1981
<br /> 15 31 1 a1�1 y� E�L ell.. 99.25(9-e ) CULVERT _- --- 37.5
<br /> t I , J�PT!G .TANK'
<br /> �/ /�� Finished Grade Contour
<br /> � pe of Surface Flow
<br /> - '/6 y 7 A71L E XAF � �� 11I5'�5 Storm Drain
<br /> Storm Drain Manhole
<br /> ��! ./
<br /> ! _.w 31 5 � / 31.3 31." ��,I ��.4 �Q.ti �fiV JM ew
<br /> I .� �; I _-/2,M yF SEWAGE LE,4GA/NG 4RE,9 (7"r✓P? �' �¢' Z.4' 42.3 EP J E+° --.. Drop Inlet Catch basin
<br /> ar_ rDn �' y �. .LINE PITS 4RC- REQUIRED. /5. 5 L 's G 6 5
<br /> 1 r w � hti
<br /> a1 y. I �yd 8��Z 31.1°i' � �a.l 38.} 3ia.3 �e. 0.� .��,1 '1• �j� �� �- ff74e
<br /> TYP/CAL 5e;-e 7-I&V - KIV,) SXZ; 4514 //-)
<br /> P ,4
<br /> 3 8
<br /> t
<br /> �1 Y� 11.4 �, t X1.4 °4D ,�a.I '05.0 3g5 OENERAL No rEs
<br /> 1 . A grading permit shall be secured by the Contractor from the San Joaquin
<br /> County Building Inspection Division .
<br /> '\ dd`•c �2✓ CER R f r 2. The cast of the grading permit shall be reimbursed by the Owner as an
<br /> extra .
<br /> 7c. U6 x�- - _ _. _ -� �, .� 3. eater shall be compacted to 90/.
<br /> 36 ¢ rc.��- X3804 040% R.C. land tested bythe Soils Engineer . m
<br /> 4. The Contractor shall coordinate his work with the Soils Engineer to insure
<br /> 75 FG. rc y3 adequate compaction tests are taken . The costs of retests shall be borne
<br /> ac. �tP D V I by the Contractor . The Soils Engineer is J . H. Kleinfelder and
<br /> Associates.
<br /> 5. Contractor shall submit compaction tests for all lots exceeding 6 inches
<br /> 7�. P 0� of fill to San Joaquin County Building Inspection Department .
<br /> PAD 38.2
<br /> 9 6. All earthwork , building pad grading and other construction to be done,. as
<br /> shown on these plans, shall be done in accordance with the geotechnical
<br /> v
<br /> investigation report by J . H. Kleinfelder and Associates for the proposed
<br /> subdivision , dated February 18, 1988, file no. 20-2982--01 .
<br /> �Oi 3� �l �!� 3Iy0 7 . Al 1 lat drainage shall be contained on the lot and drained to street
<br /> B. All subdivision grading shall conform to U.S.C. Section 7014 (C) .
<br /> 0 36'b 3b. 31.1 31 �1.rF 3B�$
<br /> rc. Jf 4_ f
<br /> Los �Rf-y 9/ 0 -- �_
<br /> DRI IV
<br /> leg _
<br /> ba 1 b
<br /> b 31
<br /> AD
<br /> 3 7
<br /> CX 159
<br /> o � �
<br /> /.-C %1 1�
<br /> 1 � 1
<br /> 9 � 31.1 X31.1. 31.1 X1.1 x,535 b
<br /> LP a
<br /> � 1
<br /> e
<br /> 3b5` q'�.i
<br /> yC
<br /> WES Ir
<br /> ?4 0. ``1
<br /> PROPOSED SUED.
<br /> v r 7.
<br /> �b31
<br /> 16. F u
<br /> T YP/C.4L WESTo TYPICAL EST f
<br /> ESTIMATED EARTHWORK
<br /> r 1a L._ �. .�t 10; �3��J 3(,. Roadway Excavation 3,600 C.Y.
<br /> Z y.a r ®� e.� Lot Excavation 3,000 C .Y .
<br /> '��
<br /> aeb 3b. a 31. I �i. Lot Fill 6,600 C.Y .
<br /> 3
<br /> I The Engineer may adjust the grades in the field to valance the earthworik , if
<br /> 77 400 F ���W.9GE i �'GU!NG ARE4(T�'P? I necessary-
<br /> SOUTH o
<br /> T SEWAGi REQUIREMENTS:
<br /> PROPOSIT SU60, � � 1 . 12,000 S.F . shall be retained for leaching area , which shall be no (closer
<br /> I than 20' from any property lines 50` from the floodway , and 100 ' f r(om any
<br /> 3' I 20 PUE. wa l l .
<br /> _ 2. Seepage pits shall be located no closer than 20' from an :line
<br /> 150 from any well , and 100' from the floodway . 1' property ,
<br /> - f 112 \
<br /> EXIST GROUNd�
<br /> T YPI CAL SOUTH 1
<br /> i
<br /> NO. DATE REVISIONS BY
<br /> DESIGN DRAWN BYyER�CNE B A U M B A C H & PIAZZA
<br /> RANCHO MORADA ESTATES SHEET OF
<br /> S
<br /> CI
<br /> I V E Y O R S ENGINE ERS GRADING PLAN JOB NO. 9,5H
<br /> BY
<br /> 323 W. ELM ST. L001 , CALIF. FILE
<br /> :f 98240 PH: 209-366-6618 NO,
<br /> R.C.E. DATE
<br /> G-B 96
<br />
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