HomeMy WebLinkAbout1.7-6167 1 & 2CHSElM 17 AT THE N.E. CORNER OF
TOWER FOOTING N.E. OF THE CL INTER-
SEC-ION OF OLD R W . AND PACHECO
ROAD*
ELEVATION &W.44.
U,S..G.S. DATUM
TOTAL ACREAGE:. 40.8.8 GROSS AC.
(30.661 NET AC.)
A
TOP OF MONUMENT AT �INTERSECIVON OF OLD
RIVER ROAD AND CAMPUS PARK
ELEVATION 3W.30 PER TRACT 5848.
U.&G.S., DATUM
CUT 68*000
FILL 42,000
SHRINKAGE 15,000 CY
SUBSIDENCE 11,000 CY
THE PRIED MATERIALS SPECIFIED -FOR ENGINEERED FILL ARE SUITABLE f0l
MOSt -APPLICATIONS WITH THE EXCEPTION OF- EXPOSURE TO EROSION, PROJECT'
Slt-E WINTERI'i ARON - AND Zlilu ' SOILS DURING THE CONIMUCTION.
.-Z N OF. 'EXPOSED R/W FL R/W
PHASE SHOULD - BE THE SOLE 'RESPOW... BIUW bF THE -CONTRACTOR; -'SINCE H.E. H. AS"
COMPLErE- CONML OF THE PROJECT SITE 9 THAT TIME. 9) 55 651 55sm65$ 1-01
-LANDSCAPE 10 481 -58? 4t -59'
EASEMENT A-
LOT'' WALL
1
6 blockwall—' 6' blockwoli—` 12T f -AND'IMAX11 EL. PAV EMEN T
NOTE: FOR PERMIT PURPOSES ONLY. Vp- typ - I SAVICU
40
-A -M ARE KSED ON. GRAM
THE SOIL C&CUI. T- 1/4
_oj ---of 12 Q�l E 1S. T
LINES AND ELBATI(W SHOW1N. ON THE DROM PER. FT, oos� X
ow am
FT*
AND ARE FOR
PBS' PURPOSES ONLY. ACRIAL CANAL a /& 3,5% 2yo
M OF E-VrH"K COULD VAR-Y- FROM
'N
L UPON VM.M SOIL
DQlTI0L AL 0, Eo
THAT STATED DMDOIG
SAWCUT '-.S BELOW FL
D045M AND ON THE..MQE OF SITE PREPh-
IF THE PROJECT 6 SUBJECT 10 THE PRCIVISVIS OF THE NATIONAL POLLUTANT
RATION ACTUALLY -fig m.. MED IN THE FIELD4 & MATCH
DWAlARGE ELUNATION SYSTEM (NPDES), A *NOTICE OF IWW (N01) TO ROUGH GRADE LLIN
44
COMPLY" ON --THE TERMS OF 1HE GE04M POW TO DBOAM. STORM WATER
im 0AW AC. PAVING DAM-
-ML
'im. C0MCTION ACTMlY OR-DER NO, -92-0 UST ff IS THE INTENT' OF THE THAT CIMA.M. -CA.B. OVER -UW/'4*
(WQ. 0-M, *) I . GRADING tEAVES.N0 EXPORT OR- -IMPORT. 10 ACCOMPLISH MT. emum cm, A04m TO
'0
BE "'FILED "OH, -STATE WATER RE' W`-`.:C0NT, ROL, KM-. IN. SACRANST, Mo MWSMff OF fNS- MY K NEMOV ARTERIAL O LD R IVER ROAD 05X -MO. M. M,
ff 0 M-NING OF ANY. CONS.TRU , -. M.-O ACV#0, -COMPUNa -, WI - t wools" MEMO
AND WILL. BE aIREt:TEa BY THE ENGINMR. PLATE S-27 -'REVISED N.T.S.
N. PRM
THE GEN -PERMIT' -REQUIRES THAT A* ST-09M-1AIR MMM- - � M-
'00-OUT 'AND AL" BE IF, -ff APPEW. 'ADA5TMMVAY BE NECESM-S
PLAN .(S�P W.) BE. -pl. .0 ON'TINOUStY. -CA
B.0*W, TO R.O.W./EASOM 4:1 MAX,
CIENT NOTICE - W.- ST. D40NEER CROSS SECTION
S-UFR --BE OM TO THE RS
AVA&AME :FOR PUBLIC t DURING....-NORAk, `00N8MUCW'N.H0U
MCTION
$0 THAT AMOMM. MAY 'BE W 0
COMK Mm OF GRAW WW, -
TEMP. TURN AROUND.
PAVEMENT
EP 2) 21 VARIF-q
VARIES O.G.
,LEGAL ..DESCRIPIC011,
BEING - LOTS 4 AND' 5 OF SECTION' 20s T. 30 S,#
R. 27"E.4 M.D.M , IN. 7HE C"Y OF 11AKERSFIEL.D,
COUNlY OF -KERN* STATE OF CALIFORNK .AS 'PER
THE SALES MAP V 'LANDS OF KERN CIOUNW, LAND
OWANYt RED -,MAN, 28, 18921 IN THE OFFICE
OF THE -KERN COUNTY RE00RDSt &W' BEING A
PIN* -OF !HE-,W.. 1/2'0F THE NoE, 1/4 OF SEC. 20.
T. SO' S, R. 27 to M*DV,
2
N. TS
A
JJ# J* 4
## t4f
of e - .0
Q
'BUILDING -�-i
..
ovL
PAD
i y
�01
0
2p
A
TYPICAL STEP SECTION
SIDE YARD AND BACKYARD
N2TES.
mom
StDEYARD SLOPE TO BE 2% FOR 10
OR TO PROPERTY LINE. AS SHOWN
FRONT P.L. ALL LOTS TO- BE GRADED ACCORDING
TO THE TYPICAL DEXAIL UNLESS OTHERWISE
rrPrcac for c�aw�v
VIMKTVISL -lNUlk;AltU ON I.M-Zot :PLANS
FINISH GRADING & SWALES TO BE
COMPLETED BY BUILDER AT TIME OF HOUSE
CONSTRUCTION.
PADS TO BE GRADED FROM FRONT TO
BACK AT .57 AT ROUGH GRADE
p
IF41
LANDSCAPE
EASEMENT 8,omo W r-,$
TYPICAL STEP SECTION BA�CK
AND. LANDSCAPE EZ-MN--T.
o
59
z
0
PAD
co
z
VARIES
Zop 1 MAX.
TYPICAL. STEP SECTION
SIDE YARD 0 R.O. W.
F F
A'
BVENA MSTA. CANAL T
PWIll" • �.P) 5�48
(PER 00C. NO. RAILROAD RIGHT-OF-WAY : '
3 46, i>o 65 ek (PER 8K. 125, PO. 266 OF DEWS)
3 113 135 �k 136
NX R SE
j af C.,
/I
CAM P0$11110N M OF PAVDAENT L
SOMEM PACIFIC RAILROAD S. 1/4 COR, QF =-.-i /-SALES MAP COR,
PACHECO ROAD ITG BE ABANDONED) 17, 30/27, hi.b.M.
P.Gh E. TOWE9 LINE-1 Q
Wl 5 52 E 1346,51
QN
---------------
MON. 5!� 1 4N,
OF SEC. COR 15 16 17 18 1-9 20 21 22 23 24 25 26 27 28 29 XW. ApK"m
12
�PO.R
7
44 41 40 39 38 37 36 35 34 33 32 31 30
6
3
5
44
4- SOMMO 1'* 2OW
45
3 46 52 53 54 55 56 57
5
2 c-7
47 0 Ft tart 2W:'Fr o -Fr
cc 3
48
4
OWAW 49 PACHECO ROAD
CLWOW
SUN D tY 50 6167-�
81 `\ N
EFUL
7V
du 60 59 58
Z-W
79 61 W C3
5 c4l Cl
78
62
12 PAK TO a
11 10 9 8 7 6
If 77 FUTURE
!z 63 5:
l 1 '39. tARRis
Z 7 ROAD
A %
e. Aw, m — : - . .
�l 64
65 1%
Al.
74 LAJ
:t :y' �- 66
13 14 15 16- 17 ce_
73
18 1.9 20 21 22 23 24 7 CL.
04
t
�1 ; +� r,,,,..�n.'o� � ."'" _1 ...,. Ififf, W, PIKE or 72 PA
NA Lm
4011=0 _400 aft 71
70
'1�1 AMITY -VAP
74 73 72 71 70
69
75 31 30 29 28 27 25 N.T.S.
26 68
76
77
Sol
r5
64 65 66 67 68 69 40 4-1 ' 38 39 42
43 .. -�.... k..�.....�. :r
�rr 10
R PARATION,
60
GMElM SrT,C"ING SHOULD INCLUDE RO AL OF VEGETATION, EXISTING
58
R.-U'l-F3 U, ES 4
--SV 1, R NCLU -am-mm- - WALLS AND
G
DIN-, FOUNDAT-06.
56
FLOORS, ;EXISTING -STOCKPILED, SOI TREES AND, A$SOCWW- ROOT - SYSTEMS,
Lo
54 52 51 50
53
!RUE -Hs
I&S AND ANY LOOSE MD/01R, .-M Sl IT
48
-ING SHOULD OR. UNTIL. BALL
P DMD TO A_�,.Mlm Um 2 .4.-",.
'"OF M T-0
GE N ERAL -NOTE S
OWIC -IN T. ,W,WL '.. ,
S' EXC' 3 PM... (m m ll�* tem
SMIP14M MAY'BE'REQUPRED - IN Am.. AREAS. THESE 4#9Wt'.WILL
Loc- -NOT
BE SUITABLE VQ-9_ .%AS - EN GIN ''• FILL.
EMM. ILL
1. ALL ILDING CODE
GRNW. SK&L CONFORM WITH CHAPrER 33 CAUFORW 2L
- :FOR .STEPPED
.BE. ST-OCKPILE. 'AND sED:4�M.R. -NQ4 �S .WIK. ,-M.
AND S!rANIWW,PE?r WO W 10 SMS RSW
B K- i - -Akb TS DATED ,.,,,,,a9fi .
'F0110WING, IMI PPING.OPERATION150 ALL 'DISTURBED AREAS- SHOULD -BE RE,
-MINIMUM.."' " -THE
2, ALL 0-9. -A W. 1' 'ES SKALL NOT. BE zat m..x THAN.' TWQ �2}
./OR- FILL SLOP
HORIZWAL T VRWAL
0, ONE --(j)
AT A ..COMM DED lSU9GRAlDE-*.lN-
ff .:RE
Is. EN. THAT M(POSED
-Sb -U-ff WM WE- !VE I
3o ALL ffix. PM.- N.I. (2),
UMIOR'. FLATWORK AND AREAS, -BE EXCAVATED/SCARIFIED. TO -A� -DEPTH OF
HOMZWALLY OF 7W, TOP OF MWG AND/Ol? SLOPES..
ATLE4ST-12-INC�HESiWOR.K-ED-UOL,UNIFOR-M,.MD--'FR15E,F.ROIA'L.ARGE-�OL.ODS,
MOISTURE-COND AS, NECESSARY, AND. RE COMPACTED TO A
-4* AL-FILL- AR W. TO BE. CLEARED017- ALL, VEGETATION. AND -07NER
'MINIMUM, OF' 00 . PERC SlITY
ENT. OF MAXIMUM DEN :OAMA ON ASTM:
RIFIED
UNSUI101 MATERIAL FOR A SMCTURE FILL AND THE AREA SCA
:TO A 08*M,OF W. - -INCHB*
METHOD D1557, LIMITS OF RECOMPACTION SHOULD DMD 5 BEYOND
RU -T - m mim 'm .
ST C U IS COMPACTION, - EFPORT SHOULD.STABILIZE THE
- N ol) SiALL BE -K M-
.5, FILL AM. &OPING 1� I FIVE TO ONE (5*
, 'o
SURFACE SOILS AND .LOCATE ANY ONSUITABLE ..OR. PLIANT A lRFA.S Wt -FOUND.
-
AND'.813MED TO SUPPO T FILL
R
FILL MAMIAL SPALL BE PLACED IN LAYERS -NOT EXCEM SIX (6)
FIELD mv a
Dumwouk- D Es - rAn
- oN.
.6. -ES IN COMPACT AT 0P-nMUM DOME
INCH 11) 1HU-NESSAND COMPACTED
BURIED LINES AND IRRICATION UNES'MAY BE ASSOCIATED WITH THE PRBMXS AGRI-
CONTENT BY- AN. APPRM-METHOD
7. ENGINIIR/BUILIW�OFIFMAL. WILL BE NOTIFIED FOR7Y EIGHT (48) WJRS
CULTtJRAL DEVELOPMENT. IN ADDITION, A GASAINE 71180S NORTK*ST TO SOWHEAST
THROUGli THE CD41M PORTION OF THE SITE ANY BURIED STRUCTURES 8M,NTER-
PRIOR 10 RACING *OF -ANY FILL MATERIAL
ED DURING CONSTRWHON SHOULD BE PROPERLY -ROOM AND/OR RE CA THE
10 'T-ED
- T -MINIMUM OF NINEIY (W%) PEICW
ALL FILL .0 BE OWWO TO A
RESULTING EXCAVATION SOLD' BE BACKFILLM, EXCAvATIONS.. .0. - NSO OR
,PLMT
DDSTY DEM
AS D BY -APPRMS'METHOD PER CALIFORNIA —0 Poil IN
BUILDING CODE SECTION 3305 AND SO affit By TENS AND lzi
SOFT AND AREAS 0MlDING,BEL0W PLM-NEDPNIS-H. SUBW"ll. l-EVEL SHOULD
FROM SOILS DOW*
SE CLEANED TO .-FIRM UNDISTURBED -SOIL AND, -BACK-R WITH, E", FILL,
.91 ALL SLOPES IN EXCESS OF THREE (3) IN VOWAL HEIGHT SH&L BE
IN OEN ANY swm- DEBRIS PI FWLS OR LAR.'..'STRUCTURES
.!Qlp c
SHOULD BEE nmy, :D 10
R WATER. WELLS, &
REPARED AND 0WAINED TO CON:W AGAINST ERWI ON*
ACCORDANCE WITH KERN. COUNTY STMDARDS. -CO.'Ot. Elt,. fool "'.._3 -.0 BE
L
lo* DkWo YMMM (SWM)'WITH 'THREE (3). MINIMUM WIM. AND
-
REMOVED *TO. M *'' E-OUNN M.... D OF AT. LEAST "' 3 .- BELOW' F007-=-
ONE (1) FOOT MINWM DM- ARE REQUIRED AT TOP OF CUT SLOPES
ELEMATIONS, OR AS - REC O-MMENDED- BY TIE 'SOILS %ENGINEER. AW 07M
STRUCTURES SHOULD 'BE REMOV0 IN AM-DANCE V M. THE W..' SQNM*
mm,
WH NG . WAN. SLOPES TOWARD TOP OF CUT.
..EN-. EX REWRED AT TOP' OF ALL FILL SLOPES,
-11., .'SM- OR DRAINAGE - DOW ARE
Fl,
THE RESULTING - EXCAVATIONS SHOULD, BE ffi ►K.R U
11 SURFACE 'DRAJNACE M BE ONE .(3) PERCENT MINIMUM, EXCEPT AS
of ft
FM,
WIC. BY NE OF
THE -UPPER -SOILS, DURING WET WINTER MMM- BECOME VERY MOIST DUE TO
THE. ABSORPTION 0MCTERSnCS - OF THE VIL DRRNM offilmos
11 -OMM... WORK ED GRNW IN
'BE SUPMV Wl AS ENGNEER
ADMANCE -WffH OWO 33. -OF 1WE CAIJFORNL4 BUILDING -COOL
FORMES DURING WINTER MoKtHS. .MAY y. EN.CoU N - -Al LE
ENCOUNTER. VW... kM.,s -Ul98
14* THE'. FANS OF All CUT AND FlU. SLOPES SKALL BE PLAN' WITH A
-SOILS,, WHICH MAY REOUIRE RE AL TO GROOE A STABLE
T k
ow, - TO WE AR E
ON -SECT SIM-WI
WINTERIZATION- CONSISTING,* PLACEMENT OF
1& THE DMN -.,D0NEE.R-.SiH4l EXPOUNDAR
AGGREGATE BASE. AND r1w I EXPOSED SOILS ' DURING THE .00NS7RUC
DURING GW AND olo W COMPLW WITH'THE
PHASE -SHOULD BE w-ERFOR-MEN ,
PERFORMED
PLANS, SPECI FUTION AND CODE WITHIN. HIS PW"o
1 ALL WWWM -MUIPMW SiML BE TUNED AND MWTAINED IN
A REPRESENTATIVE OF OUR FlRM SHOULD BE. PRE SENT DURING ALL SITE
ACOORDANM. WITH "THE V-7 W-.S SPECIFCATM*
CLEARING AND GWN0 -OPERATXM TO AND OBSERVE E-ARTW",K-
17. WORK'CR Mm S NALL91UT 0- *00149WTION .&NIPMENT WHEN NOT IN
:CONSTRUCTION. THIS TESTING AND OBSERVATION- IS AN -INTEGRAL PART -OF OUR
USE
tE -AS
I S aw ACCEPTANCE OF - EARTHWORK CONSTRUC71ON IS- DEPENDW,
I&ANYt 'WORK W" EXIONG. COY RIM. -OF WAY WILL REW. RE AN. OPEN
-COMPACTION OF THE MAT A& AND 7HESTA THE 0111�9
8 IL- OF THE MATM;NALI .'E,, - S
srnw,. PEm,
ENGINEER MAY REJECT ANY MATMAL THAT DOES NOT MEET' COMPACTION -AND
19, USA NOTE
lY REQUIREMENTS, . . RATIONS OF THIS REPORT ARE
STABILITY RECO MMEND
THE -CONTRAC-M IS RESPONSIBLE TO CALL U.S- A, ALERT BEFORE- SEGINN0
PREDICATED -UPON THE ASSUMPTION'' THAT EARTHWORK CONSTRUCTION, WILL.
ANY -WORK ON 7HE PROJECT - -M-227-2600) OR
toot
CONFORM TO.-RECOMM A .,.FOMH -THIS 'SECTION., AND -, "T NE-
END IN
TIONS SET
1 -800-442-44%
ENGINEERED FILL SECTION,
20* IF THE PROJECT .5 Si CT TO THE PROAS06 OF THE NAT OK -POU.UT-
ANT" ')j A Via OF urW NOI
DW.-HARGE
NV%l ..PDES
TO CAM P. Ly W - THE OF THE PERMIT TO ST
WATER. ASSOCIATED - WN CON''IIRWM- ACrW( (WO ORDER NO. 92— -- Q}
ED. FILL
-MW BE.'RO WITH STATE WATER MMES CMM MW IN SM-
'S
M 10 THE -GIN-NING OF ANY CQN TRUCTION ACTM.T'Y* COMPLU M.
BE
THE ON-SITE NATIVE AND FILL SOILS ARE PREDOMINATELY SILTY AND SANDS,
'' 1 1 WITH HE GOUAL THAT A SrOW WATER POWMN* PRE
THESE SOILS WILL, BE SUffABLE F01trUSE AS ENGINEERED FILL - ,:f.R0VIDED THEY-ARE
VDITION PLAN - (M. W). BE rIMPARED CWMXXMY CAM OUT, AND
CLEANSED OF EXCESSIVE TICS AND DEBRIS
ALWAYS ' BAV 0W 'FOR. PUBLIC IN M30 N:DURING CONSTR.W-
710N: -
CHSElM 17 AT THE N.E. CORNER OF
TOWER FOOTING N.E. OF THE CL INTER-
SEC-ION OF OLD R W . AND PACHECO
ROAD*
ELEVATION &W.44.
U,S..G.S. DATUM
TOTAL ACREAGE:. 40.8.8 GROSS AC.
(30.661 NET AC.)
A
TOP OF MONUMENT AT �INTERSECIVON OF OLD
RIVER ROAD AND CAMPUS PARK
ELEVATION 3W.30 PER TRACT 5848.
U.&G.S., DATUM
CUT 68*000
FILL 42,000
SHRINKAGE 15,000 CY
SUBSIDENCE 11,000 CY
THE PRIED MATERIALS SPECIFIED -FOR ENGINEERED FILL ARE SUITABLE f0l
MOSt -APPLICATIONS WITH THE EXCEPTION OF- EXPOSURE TO EROSION, PROJECT'
Slt-E WINTERI'i ARON - AND Zlilu ' SOILS DURING THE CONIMUCTION.
.-Z N OF. 'EXPOSED R/W FL R/W
PHASE SHOULD - BE THE SOLE 'RESPOW... BIUW bF THE -CONTRACTOR; -'SINCE H.E. H. AS"
COMPLErE- CONML OF THE PROJECT SITE 9 THAT TIME. 9) 55 651 55sm65$ 1-01
-LANDSCAPE 10 481 -58? 4t -59'
EASEMENT A-
LOT'' WALL
1
6 blockwall—' 6' blockwoli—` 12T f -AND'IMAX11 EL. PAV EMEN T
NOTE: FOR PERMIT PURPOSES ONLY. Vp- typ - I SAVICU
40
-A -M ARE KSED ON. GRAM
THE SOIL C&CUI. T- 1/4
_oj ---of 12 Q�l E 1S. T
LINES AND ELBATI(W SHOW1N. ON THE DROM PER. FT, oos� X
ow am
FT*
AND ARE FOR
PBS' PURPOSES ONLY. ACRIAL CANAL a /& 3,5% 2yo
M OF E-VrH"K COULD VAR-Y- FROM
'N
L UPON VM.M SOIL
DQlTI0L AL 0, Eo
THAT STATED DMDOIG
SAWCUT '-.S BELOW FL
D045M AND ON THE..MQE OF SITE PREPh-
IF THE PROJECT 6 SUBJECT 10 THE PRCIVISVIS OF THE NATIONAL POLLUTANT
RATION ACTUALLY -fig m.. MED IN THE FIELD4 & MATCH
DWAlARGE ELUNATION SYSTEM (NPDES), A *NOTICE OF IWW (N01) TO ROUGH GRADE LLIN
44
COMPLY" ON --THE TERMS OF 1HE GE04M POW TO DBOAM. STORM WATER
im 0AW AC. PAVING DAM-
-ML
'im. C0MCTION ACTMlY OR-DER NO, -92-0 UST ff IS THE INTENT' OF THE THAT CIMA.M. -CA.B. OVER -UW/'4*
(WQ. 0-M, *) I . GRADING tEAVES.N0 EXPORT OR- -IMPORT. 10 ACCOMPLISH MT. emum cm, A04m TO
'0
BE "'FILED "OH, -STATE WATER RE' W`-`.:C0NT, ROL, KM-. IN. SACRANST, Mo MWSMff OF fNS- MY K NEMOV ARTERIAL O LD R IVER ROAD 05X -MO. M. M,
ff 0 M-NING OF ANY. CONS.TRU , -. M.-O ACV#0, -COMPUNa -, WI - t wools" MEMO
AND WILL. BE aIREt:TEa BY THE ENGINMR. PLATE S-27 -'REVISED N.T.S.
N. PRM
THE GEN -PERMIT' -REQUIRES THAT A* ST-09M-1AIR MMM- - � M-
'00-OUT 'AND AL" BE IF, -ff APPEW. 'ADA5TMMVAY BE NECESM-S
PLAN .(S�P W.) BE. -pl. .0 ON'TINOUStY. -CA
B.0*W, TO R.O.W./EASOM 4:1 MAX,
CIENT NOTICE - W.- ST. D40NEER CROSS SECTION
S-UFR --BE OM TO THE RS
AVA&AME :FOR PUBLIC t DURING....-NORAk, `00N8MUCW'N.H0U
MCTION
$0 THAT AMOMM. MAY 'BE W 0
COMK Mm OF GRAW WW, -
TEMP. TURN AROUND.
PAVEMENT
EP 2) 21 VARIF-q
VARIES O.G.
,LEGAL ..DESCRIPIC011,
BEING - LOTS 4 AND' 5 OF SECTION' 20s T. 30 S,#
R. 27"E.4 M.D.M , IN. 7HE C"Y OF 11AKERSFIEL.D,
COUNlY OF -KERN* STATE OF CALIFORNK .AS 'PER
THE SALES MAP V 'LANDS OF KERN CIOUNW, LAND
OWANYt RED -,MAN, 28, 18921 IN THE OFFICE
OF THE -KERN COUNTY RE00RDSt &W' BEING A
PIN* -OF !HE-,W.. 1/2'0F THE NoE, 1/4 OF SEC. 20.
T. SO' S, R. 27 to M*DV,
2
N. TS
A
JJ# J* 4
## t4f
of e - .0
Q
'BUILDING -�-i
..
ovL
PAD
i y
�01
0
2p
A
TYPICAL STEP SECTION
SIDE YARD AND BACKYARD
N2TES.
mom
StDEYARD SLOPE TO BE 2% FOR 10
OR TO PROPERTY LINE. AS SHOWN
FRONT P.L. ALL LOTS TO- BE GRADED ACCORDING
TO THE TYPICAL DEXAIL UNLESS OTHERWISE
rrPrcac for c�aw�v
VIMKTVISL -lNUlk;AltU ON I.M-Zot :PLANS
FINISH GRADING & SWALES TO BE
COMPLETED BY BUILDER AT TIME OF HOUSE
CONSTRUCTION.
PADS TO BE GRADED FROM FRONT TO
BACK AT .57 AT ROUGH GRADE
p
IF41
LANDSCAPE
EASEMENT 8,omo W r-,$
TYPICAL STEP SECTION BA�CK
AND. LANDSCAPE EZ-MN--T.
o
59
z
0
PAD
co
z
VARIES
Zop 1 MAX.
TYPICAL. STEP SECTION
SIDE YARD 0 R.O. W.
F F
A'
BVENA MSTA. CANAL T
PWIll" • �.P) 5�48
(PER 00C. NO. RAILROAD RIGHT-OF-WAY : '
3 46, i>o 65 ek (PER 8K. 125, PO. 266 OF DEWS)
3 113 135 �k 136
NX R SE
j af C.,
/I
CAM P0$11110N M OF PAVDAENT L
SOMEM PACIFIC RAILROAD S. 1/4 COR, QF =-.-i /-SALES MAP COR,
PACHECO ROAD ITG BE ABANDONED) 17, 30/27, hi.b.M.
P.Gh E. TOWE9 LINE-1 Q
Wl 5 52 E 1346,51
QN
---------------
MON. 5!� 1 4N,
OF SEC. COR 15 16 17 18 1-9 20 21 22 23 24 25 26 27 28 29 XW. ApK"m
12
�PO.R
7
44 41 40 39 38 37 36 35 34 33 32 31 30
6
3
5
44
4- SOMMO 1'* 2OW
45
3 46 52 53 54 55 56 57
5
2 c-7
47 0 Ft tart 2W:'Fr o -Fr
cc 3
48
4
OWAW 49 PACHECO ROAD
CLWOW
SUN D tY 50 6167-�
81 `\ N
EFUL
7V
du 60 59 58
Z-W
79 61 W C3
5 c4l Cl
78
62
12 PAK TO a
11 10 9 8 7 6
If 77 FUTURE
!z 63 5:
l 1 '39. tARRis
Z 7 ROAD
A %
e. Aw, m — : - . .
�l 64
65 1%
Al.
74 LAJ
:t :y' �- 66
13 14 15 16- 17 ce_
73
18 1.9 20 21 22 23 24 7 CL.
04
t
�1 ; +� r,,,,..�n.'o� � ."'" _1 ...,. Ififf, W, PIKE or 72 PA
NA Lm
4011=0 _400 aft 71
70
'1�1 AMITY -VAP
74 73 72 71 70
69
75 31 30 29 28 27 25 N.T.S.
26 68
76
77
Sol
r5
64 65 66 67 68 69 40 4-1 ' 38 39 42
43 .. -�.... k..�.....�. :r
�rr 10
A Com oF s.
19, 30/27, M.D.M. SALES WP M COR,
CAW. FON
Ic
R / W FL 30, -FL R/W
-A
-4h
FT, 3.5.70 2Z
0
j I
1A
3' B&OW FLL 0,200 A4, PAVING
OVER AW DOUGH GI ODE LINE
C+ 50*
w
COWACM TO
NX kW. DENSV,
R -OS S S FCTI GN mono" 6.0
M 0F'B*MRU - PLATE S-27 - REMO N.T.S.
TYRE is tt
A LOCAL STREW
G, TRACT BOUNDARY
c
BLOCK W-A
ADJACENT PROPERTY/
ADJACENT PROPERTY/ PA D
PAD
RETAILING WALL
7YPICAL STEP SECTION
0 TRACT BOUNDARY
D
F ES
No. 35473
Giil���'�''
4S BELOW
NOTB**
'MAXIMUM CROSS FALL TO
LOW GUTTER SKALL BE 0*5!
SLOPE FROM HIGH GUTTER
SE PLAN SHEEM
LAN.DSCAPE
,LOT
2
BLK WALL
LANDSCAP
LOT
L.-GE-i
61
+E
60
59
58
57
56
55
54 52 51 50
53
49
48
47
Subject to a- drawing Js fiereby 8W
llyindlOWE"dic
4-5 44 DePaflmem a App"lbyftpu
;1
46 d Bu i Id i nq Depa rtmelvIt -ndloates
I
lEumom mff FLOW
COW UNE "moo
GB GRADE BREW SLOPE OF RAW LINE
cR CURB RETURN PAR LJOT PAD 1LEMAM-N
Ep. EXEM PAWENT SMM 9.0PE
-A
PW PT OF VIUMA CURVE SM DPA N
7RANS- TRANSMON. SLOPE SEC SEOI DETAIL
c6teria used at) appr
d cllnlo,M,,nce to City 8t&"d&rd&,t C.6 "y
Erlg'"er fOr the subdivider d"
W
cm&ns
WATER PUMP.
'LOT GRADNG
WATER WELL
B.011w, D
lV53" W 1 m
Ocurac, Of call Or dovek�W sh&q bq
cu I
c1fions fOrthiS Plan and &WojxM
la n after coMplation
of ft
A Com oF s.
19, 30/27, M.D.M. SALES WP M COR,
CAW. FON
Ic
R / W FL 30, -FL R/W
-A
-4h
FT, 3.5.70 2Z
0
j I
1A
3' B&OW FLL 0,200 A4, PAVING
OVER AW DOUGH GI ODE LINE
C+ 50*
w
COWACM TO
NX kW. DENSV,
R -OS S S FCTI GN mono" 6.0
M 0F'B*MRU - PLATE S-27 - REMO N.T.S.
TYRE is tt
A LOCAL STREW
G, TRACT BOUNDARY
c
BLOCK W-A
ADJACENT PROPERTY/
ADJACENT PROPERTY/ PA D
PAD
RETAILING WALL
7YPICAL STEP SECTION
0 TRACT BOUNDARY
D
F ES
No. 35473
Giil���'�''
4S BELOW
NOTB**
'MAXIMUM CROSS FALL TO
LOW GUTTER SKALL BE 0*5!
SLOPE FROM HIGH GUTTER
SE PLAN SHEEM
LAN.DSCAPE
,LOT
2
BLK WALL
LANDSCAP
LOT
L.-GE-i
Nor: & M##.W- Iff '2*
AP. &W Aff &-abWOUr P&: COO 57V SIV-6
mp
A lff Vo C00Y AWAR' WO.-S-W D-14
SAM* ANN R ff. A00.
14m
ao ff emu. a? ozn /070)
lEumom mff FLOW
COW UNE "moo
GB GRADE BREW SLOPE OF RAW LINE
cR CURB RETURN PAR LJOT PAD 1LEMAM-N
Ep. EXEM PAWENT SMM 9.0PE
E MI 'OCK
PRC PT OF WAW- RV Ir BIJ WAIL
PW PT OF VIUMA CURVE SM DPA N
7RANS- TRANSMON. SLOPE SEC SEOI DETAIL
STMD Plr-r. 19-2-0.10-19 SlREET WIDYN'
?O.WR POLE
WATER PUMP.
'LOT GRADNG
WATER WELL
B.011w, D
TYPICAL STEP SECTION 0 BACK
YARD AND LANDSCAPE EZMNT..
&-4YZ11Z-7_ 7�? 64plkt7 A R OWZ- Y
"RE-CORD DRAWNG.
CORRE-CTIONS BY,:*
DATE
TRACT BOO. D
N ARY
G 11 WALL G'
ADJACENT PR4PERTY/
-ow"Nom
ADJACENT PROPERTY/ PAD
PAD
RETA04ING WALL
TYPICAL STEP SECTION
TRACT BOUNDRY
ADJACENT PROPERTY/ -Mom
PAD
SmithTech USA
INCORPORATED
'HABERFELDF BUILDING
1.424 17TH STREET
BAKERSFIELD, CALFORNA 93301
(661) 327-8492 FAX\,3,27-8493
. B U -N
A, V
(PER u-0-C,'
..0200151'56q.
RR
lip Is
Tl 1.
4 **$v4
40+ IV
144* 0♦ ek 466
0♦ A
♦ b h • 4064 It OL •••
N.w* OF SE*C,
-M*D.M4
C 44LC6 POS'ITION
i.
4 P4 4
0 4 4 a ed . . t �, h , 14 *(p*0 4 (D PUBLIC HIGHWAY PER BOOK' 205, PAGE 211 OF DEEDS
(ABANDONED) st
P. G. & E. 15' WIDE GAS PIPELINE EASEM•EN T PER BOOK 17 ,D4mo
30/27)
\A R ir Ta 0 .4 v
R 6 8, PAGE 20, 0,.R.. BE ABANDONED/RELOCATED. .9 # A ll�* 41
ov,
v
4. 4 ♦ O L • ♦ Y4 p . Re Y 6 O i �i O ♦ ,♦ 4 4 t. ♦ 'O y °V Z � O p o ? a Od � p J a4 ♦ O 4 a d 4
4 ♦ N' 4 i s . 4 +af + 0 a-0M O y e a r ♦ A OOqJ Y e I ♦ 4 I G ♦ 0 a � s 4 6 ♦ 44p°6Aq1Ja a .,v G J V : + s O • Q k ° d v P.G. & E. 15' WIDE GAS PIPELINE EASEMENT PER DOCK dpp-
__R K b 1 25� PG, 2� � � � �/,�
1�1* 4 a S. -4
• 1.6-47, PAGE 19.5, O.R.
1) 4
(4) P.G. & E. 35 WDE GAS PIPELINE EASEMENT PER BOOK
2 3 2s (1
EDGE OF PAVEMENT
SO HEMz PACIFIC RAILROAD
SALES MAP CORO
0 +
PG,& El. TOWER LINE
. ....... 1-- 0 A D A B A N'D 0 N E D
—S - 89015'52" E 1346*58
.1-46 &_0,
1 BLOCK WALE-:-
t P A C H E
Ltb
7
L
IOU- "ftvQ6 rawc -_ -_ t"
BLOCK AL
WATEx L-31TE 7
0
58 S _f P_
I • —
+ v.r- w .e.. I..r1',•.•. • .ww..+°.r.. l. e..wwr. ..ur' .,,rw •• ..•rM.v ,r ,.,, !` Lj i te'J \.f,1C .r.. ' 3.• y ! F r . .Y,.,ry Yra .♦w +'1a l g f { s ,l�.V 1� + 0
4n EP
'i Z. 8-4,53
AlQ 6111.7 8
2 F-P
44 j ` , 4 111) . — 76
L T4,8 14
XER 4 .6 7
L M 4.54 _.
c",
43 bb 17
D
57 '21 6
Aa- 6 4 ♦ 79
Lvs —Agr
<
5' L
."Ao-oo
'f)AP. 32
S T N 5 FA-D DA
C' i'No 'D '"PAD
M.ON* 55) PA-D PAD D LJ A DAD.
OF SE 4 4� 57*8, PA.
UAW.
lot- 4CJ
19 4w* 1 . 61
+
• Ul> co
%woe 60
L0
PA UIS oe 00
"I W-i -
I uj 2 r_.: •
vYl ce I -, LO
U**)
C) 140 1
57*5 FL58+32
,f do ,373%
CN TO, BE ABANDON
W H I T M A N
5. AV E N U E RETAINING WALL
5.41`1 C) %-_ a
SMIC POLE TBA I �\
C111-4
5T8
_8A -I% ..........
PAD wnl
�` �,
�6 -9 111 (—;Yl FL .32
9 51
D
cfj
57*2
ce ce r1l
4 Lo
4
u
9
7 6
doI A Amok
DA DA
4 3 4
4f
'D PA AWOL a
D �0 PA D IJAU PAD PAD PAD PA,
PAD PAD f-m-D
1p
.0
Ar
596 v
DA CA 4 60.3
2000, D
7,
7
'Alt
t Is IV 4z
3 u 4
q. ♦
IF
d
46 �6. 39�1 6,0 0
DA 'b6,31
�..q
to Vn-D
D I A
.0-0 x d • r 7 56-15
AV— ff.
7-7
a ♦ °• a a t d c j f•�` w met 1G ` ('� n/ 4 f Wo
6
VA APP
I x
D
-D
', teu. 'its, /`►� �'' � A
�eA
'00F
0�77
4 W
4 6
4
`rQA
lE r� PAD- PAD
Cp PA
71
L
57*7
-D
PA lllh� 57*0
16.
D PAD
c Yol 71 5.37
L LJ 57.*4
D A
6
PAD 5, *2
*x Is *.4p 11 LL-r-10 1. S"74t
PAD
5Z.1
Fp
56
WA
PAD
At 4 0 NIS
Ie �4 pv,,
N
14\1 43 5A�- AIIIIIIIIII& 9
• 4001 Ul> 00
u
dJ I
L0
1111000�
'7—
Al PAD PAD-
A, (D
NNW
'Nx
s4, qq pp 5
r.. u i r A n 303 7. D4 It A
�l
S
1-�i,q
41,
C)
Y.
1, 40
T •
5ee FRONT 5 . W-.E
2 4*0*16*10
FOK CXTA- I L 4 * 16
600* 0
a
r%
P) -0
7_
-D cl Owl
AND ld&
c •
a a
7
PAD
eld
00 46
6 •
400,*
96.35
ii
Q0
cp) 04
LO LO 0. 354 3
Ft-56.50.
o .,p . : * %, *11 4 9-3 -15 •
c/vjlL
NG
RETAJ. WALL
alk CA
---------- 00 1p
•
.636%. D V E
f��i `,Y) ♦� � r��l K
�ayy(]{j� -Y�`�jfSyy} (Q¢�'S_'�.(j (/+y� ,yam i,-V k14 7
C*14
L L L L I *RECORD DRAWING" .�
A 4:�,`
0
-CTK)NS BY: ewf
17 CORRE
6
18"' 701p 7MDR -1
201 % PA
rD 01 / A
DATE
PA
Ank r%
lid:
LO
"D
7z
.54
ZEE
10 9 8'
u
2
6.13
6 '_)9
NE
Z.-
VA
1 rl i jrD
"D 'ID PAD PAnD,
DA DAD DAD PAD '/5 4 �6. 02
CON. 8
7
5, 'Z 4 43 5Z2� 57* 1 56*9 -D
Alob IIIIIIIIIM
j,2 PA, P/4
U
j000 0-� 14
M.Aw bo -Is
Mju
men, 0A
i 19
2 4
F
o s � � � t Fp� � � i 14 a -�-- -►
6' 9 2 u
"�� a 's � � I I s PAD WX
zPAD
duo am*
PAD 4
PAD PAD PAD lomm. A
PAD PAD
PA� PAD V A 56"8 56,,6 56-04 56.3 56.1 9 5�.3 55,t 7 05 n 7
u 54.5
� @` �; ; � • iNATANIN .-Ill 55i3'
STAND PIPE 0 WATER PUMP
' ' � POWER 0 HOLE WATER WELL
56.52
SCALE: t 50' a
7
PAD
01111
INCORPORATED
HABERFEIDE BUILDING
1424 17TH STREET
BAKERSFIELD, CALIFORNIA 9:33.01
(441) 327-8492 FAX 327-8493
41
A
61
. 0
P -D
A
1� 7
04
v
Ls 56.18
4
dl I
*1 7JR24
t
NOTES
2 -IP
P.G. & E. 15' WIDE GAS PIPELINE EASEMENT PER BOOK 6 0
1.648s PAGE 20, O.R. RELOCATE• /ABANDONED
PAD
3 , P:C. & E. 15' WIDE GAS PIPELINE EA SEMENT PER -BOOK ?
1647, PAGE 195, O.R. U 4
pear 1
�. P.G. & E* 35' WIDE GAS PIPELINE EASEMENT PER BOOK PAD � �
0202093352p O.R.
5
ROAD EASEMENT PER "KERN COUNTY LAND CO, SALES MAP.1,
Q A F)
b`
p 6 4
PAD PAD PAD PAD p
AD PAD
7 A77 7
�jyJj
.2 000- � -5 b, 0 L�, 56*
0'!
v
y y PAD
Ait -
7
I L
A. rj
0 4" 4 ♦ 4. 0
14
7
0 0 .6 • Z, / ♦ � /j�\ '�../}iM � 55*4 • %)U�JL
A
PD
DA D-A DA
DA �f 3 � � /%�� �
-AD U
*46 D PAD "D PAD D I PAD D P.A, PAD I 11D PAf
r- /1\
L) d
J 9
PAD PAD
.5a, s 1 58,7
.25
c
PAD
4 0
P
9 qw .81
FL5-.
4 010 Aft A-.0010 I
D
IDA D PAD
Aso moo 7 3 55* 4*7
LLJ C PA
I V1
6 0
Ai
55�';3
C>
C%4 % 09
co CD y ll:�v I
00
Lj_. NO
U-) _j
U-)
LO
f <%/.%
E N OTE I to _IX
*0 Dr.
.lw*w*,vA PAD •
I LWA 110N OF SD PIPE
.255 %
315 7o
F. pp APPROVED WITH DRAINAGE PLAN ("'0
..90 # I GOD I VA A V E N E .225% A.
v
pled? PAD
1=18-1 l ammew T
ipmossom summon �b AN� OAMWW -iii, woolaim MONSOON -9
ut
j g .261% .264 % 247STVKM 18 ORM 10 <Z rAo .260 7. cli ll::� .2077o 18" STORM
RAIN
.8
'i rii; 0 4 DRAIN240
A!;� AL D
Ci
55*3 M.
CD LO
04
CC
A C%4
vi
Lo Ull) cli C-4
d Ul) LO
00 cl
kit 140 n 7 D-AD
6� 9 1 13K, LA- `7 A'
cl:::, -t- ..i
-7 Mrtvn
4 Z *%
Flu" 1 0 55.4
twl. %_ 2.., 5
PAD PA DAD Amok A A
bp .226 DAD PAD 2 9
<
DA
Ul PA V PAD -D
Uli 00
7-6 PAD 7 55-io5 IJAU PA - D
.8 55*2 54*8' 55*6 1
80 <
♦ ° I
� � PA
7 8. "D
22 A'
1 5.83
f) A FL52-27 10 0 1O�.
V ......
r F 0 5 .
mow ow-
A- M LOT CAADI*
5fx
Dl � w__ F 5 C 6 4 D M 06rAlL U$� 6
,)V N,
p
U. 0
55.6 1 --.o
7we
DAD DAD
F F)PAD PAD 6 8 A r%
53 53 53 0::
-A A
PA
I f"l
*0 43 1 1
53*4 1 1 5-368 1 moo A AND AENO own A� Own
. 54s :416 5j$ 5%50
536
.7
s To,
B B
C> 100
114- * ,
* 001 C)
Ul) Lc) #
-------------
L2 CN
A)%
�.67 1 1 8 24 _r j e FL 51.65
D AIN .250%
2�' STORM DRAIN .205
18" STORM DRAIN
semownw summon Noun ;
t ON&MUN" QL . assemow 8" STORM DRAlf
� '�'? '�' ��.._, ' • ' �,, .r__._. U .1
v .201 .20 4'
• �� 4-11
C=>
U 00
D. 4_11 te>
C>
U-)
C%4 U-)
121
Ul>- 17 in
56
L K WALL _j t0 F
A r% DAD
PA.D PA DA DA PA. PA� OAD 0 20 1` PAD
I F rD v nD i, I rl U 1 11 1 rl PAD _2 _V1
AND A
53s.9 54*1 4*3 54*4 5 5. 'o 6 54*7 54*9
b
1, ^0
*01
B B
-76 37 38 39
PAD PAD PAD PAD
53.9 54.0 r 5441 54t2
't jN A "Row.
----- - SAM
a
C>
N � d'`
c> .205%
.207%
C>
Ci
w.
•
UCN_�
Z.
PA-D PA
55,00
�-7
PAD
A),4
40 Z1
PAD
PAD DA
R, 4 55.1
91
t-Illu AD PA 1) IJA bl' A D r �..•��0 A D U P, rCULVERTS -7 i A L) P, Q0 �_PA n
',
is P E '0 7 kj l/ P-) �� V�
lk� f 7 7
1-17.4 c
D U 5 7
7.1 5
....... ---
INU t. 55
♦ J1. 95
<
E 4 C,O R, 0 F S E Ci�
1.9 . 0/2 7.1 M., D M. S., L L b >? j)'}'�'�;
3
s
0.
' 5�, 4.94 94, 53, 42
94.
Fb4.45
• r 4 A 9 4• *r • 11 4 4 o 4" 4 0 0 1, 1
" 6 41. 4 �\�' 11 " " ii;� * 1; 4
04'� "'i . + 44.1 �, 4 '.
114. 4 %1 DO
-�- .74
461 0 k 4 "lli h 4 11 % 0A yq j. .6.6 j 4 1:4♦
'2 • 40 4p
a..v ep c b 9 L b v" u 1) 1 46,%t
% b Ij 7•d 4 4 •4 v, 414 111 t' "it 4 ci or
41 40- 4 A t. 6 " 4 *.4 6 Q 4,4 4 4
,*T, 044b 4*4 evo 046aa
.> 4 S 91 > y 49 4 6
04
4 1 44 4
15
4,
)4.52
SCAL
X4•.67 %011
�Ao
"RECORD DRAWNG
'Ila
CORRECTIONS BY: L" No. 35473
cr
9-30-09
..
DATE T .. A4 'I
Exp.
clvxv.
0fi c
L>r.-EGEN D
STAND PIPE
No. 35473' Zola
Exp_ 9-30-15
•
0 POWER POLE
cliviviiii.
50" c 0 WATER' PUMP
WAT.ER WELL
.0
♦
0, 4
as
.1 If /
e
X5.87
LO
53.85
01
MKE
t_�L MKE
c)
lDfAl D
41
0
+
• 10
t.
D
PA
- 5
8 '.
lAn
C, c
-.71
I �t•6
5 5
j � ♦ ,1aa •a'lt 4
zr 4,
4 0
*4
ec
INCORPORATED
HABERFELDE BUILDING
1424 17TH STREET
BAK €RSFIELD,CALIFORNIA 93301
(641.) 327-8492 FAX 327-8493
55
Ica ,� ,�,,,�o y- r -os
ROBERT E. SMITH RCE 35473 DATE
JOB N-0. 02-113 SHEET 3 OF 4 SHEETS
1. �- (�(G f�'-
'�s
°c
<
s ?89
.............
N4
J
A
D
PAD
PAD
55.3
55�3
5563
91
t-Illu AD PA 1) IJA bl' A D r �..•��0 A D U P, rCULVERTS -7 i A L) P, Q0 �_PA n
',
is P E '0 7 kj l/ P-) �� V�
lk� f 7 7
1-17.4 c
D U 5 7
7.1 5
....... ---
INU t. 55
♦ J1. 95
<
E 4 C,O R, 0 F S E Ci�
1.9 . 0/2 7.1 M., D M. S., L L b >? j)'}'�'�;
3
s
0.
' 5�, 4.94 94, 53, 42
94.
Fb4.45
• r 4 A 9 4• *r • 11 4 4 o 4" 4 0 0 1, 1
" 6 41. 4 �\�' 11 " " ii;� * 1; 4
04'� "'i . + 44.1 �, 4 '.
114. 4 %1 DO
-�- .74
461 0 k 4 "lli h 4 11 % 0A yq j. .6.6 j 4 1:4♦
'2 • 40 4p
a..v ep c b 9 L b v" u 1) 1 46,%t
% b Ij 7•d 4 4 •4 v, 414 111 t' "it 4 ci or
41 40- 4 A t. 6 " 4 *.4 6 Q 4,4 4 4
,*T, 044b 4*4 evo 046aa
.> 4 S 91 > y 49 4 6
04
4 1 44 4
15
4,
)4.52
SCAL
X4•.67 %011
�Ao
"RECORD DRAWNG
'Ila
CORRECTIONS BY: L" No. 35473
cr
9-30-09
..
DATE T .. A4 'I
Exp.
clvxv.
0fi c
L>r.-EGEN D
STAND PIPE
No. 35473' Zola
Exp_ 9-30-15
•
0 POWER POLE
cliviviiii.
50" c 0 WATER' PUMP
WAT.ER WELL
.0
♦
0, 4
as
.1 If /
e
X5.87
LO
53.85
01
MKE
t_�L MKE
c)
lDfAl D
41
0
+
• 10
t.
D
PA
- 5
8 '.
lAn
C, c
-.71
I �t•6
5 5
j � ♦ ,1aa •a'lt 4
zr 4,
4 0
*4
ec
INCORPORATED
HABERFELDE BUILDING
1424 17TH STREET
BAK €RSFIELD,CALIFORNIA 93301
(641.) 327-8492 FAX 327-8493
55
Ica ,� ,�,,,�o y- r -os
ROBERT E. SMITH RCE 35473 DATE
JOB N-0. 02-113 SHEET 3 OF 4 SHEETS
1. �- (�(G f�'-
--E)-
..EP7.
1, 7 -