HomeMy WebLinkAboutLot 1-94 PreciseGrading LEGEND- iFgb,,,�
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ELEV. -0.3' IN.
TOP OF CURB 0000.00 B
PALOMA DEL SOL
T. C. PAD
FLOW LINE F.L.
Cn
r
HIGH POINT H.P.
t
YPIs' TYP. VIA RAMFINISHED FLOOR FF 0000.0 T C C (EXCEPT D p PRECI E GRADIN PLAN '� PAUBALw
F I N I SHED SURFACE F.S. I NDTM)
s� ROAD t �
rRAc r 24135 � �
TOP OF SLOPE T. S. 5
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0
.'off /oy �► FICO t
AIR RELEASE VALVE
I Tli
CATCH BASIN C.B.
TYPICAL SIDE ARD DRAINAGE (N.T.S. ) TR. NO. TO SAII DIEGO
WATER BLOW-OFF ro 24135
PROJECT SITE
FIRE HYDRANT `O'
DRIVEWAY •� VICINITY MAP
TRACT NO. NOT TO SCALE
STREET LIGHT o•�
MATER SERVICE 241 35-3
W
SEINER SERV ICE
a
SLOPE GRADING NOTES
TRACT NO. 24135-2
14 NON
EXTRA DEPTH FOOTINGC,4e Al I . AALL
AGRADI GBSHALL
ORDCONFORM
TO THE UNIFORM BUILDING CODE, CHAPTER 70,
At KI
2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE - IX.
$i 5 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
41 W
Too
+ gs 4. PROVIDE 5 ' WIDE BY i ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
.� �,� �5 4C ♦
FILL SLOPES OVER 5' HIGH.
• 2 b A` #.6 * 53 3 TO S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
12 MIN. ABOVE PAD ELEV. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
M i Cq� �1 ,� • g� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
2 � ' �E '► OVER I ' DEEP.
ROUND OFF TOP • 22 5A' +�
LOT NUMBER 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY Of TEMECULA
51 � qF 51 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
* GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
INDICATES MODEL 1 �$ 'SESISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE.
4 �'. .! �A 1 TR. NO. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
UNIT TYPE 24136-2 T. PROVIDE BROW DITCH, DES 1 GNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
10 B TOP OF CUT SLOPE.
INDICATES ELEVATION SECTION B - B ( .T.S. )
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
INDICATES AMOUNT OF O FOR REAR YARD SLOPES GREATER glQjrq Q�' ONE FOOT.
EXTRA DEPTH FOOTING THAN 5' IN VERTICAL HEIGHT , 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THIS LOT REQUIRES A BACKWATER VALVE C THE PRELIMINARY SOILS INVESTIGATION BY:
PER SECT. 409 OF U.P.C. PER APPROVED — F/L MIN. o ������� SITE ROq CONVERSE CONSULTANTS DATED: /--/7-0!
WATER AND SEWER PLANS. (SEE INDEX MAP) 6" MIN. 5 MIN. 5 M g MIN.
� Q TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
3' MIN. I ' 1 ' 3' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MUDSILL MIN. MIN. MUDSILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
�— DEPARTMENT. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
12" MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2 . MIN.
EACH LOT.
2% MIN. 2: 1 MAX. 6" nP. 21% MAX. 35:0„
33=0' 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL
21% MAX. 34.0SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
SECTIO 33-x,' PLANTED OM
EROSION AND TINSTABILITY INH GRASS OR GACCORDANCE ROUND EWITH ORDINANCE R TO PROTECT TH45TSLPRIOR OPE RTO
INDEX MAP
= THE APPROVAL OF FINAL INSPECTION.
i. iv ® - N PROPOM
D d SCALE : ( ” = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
FENCING LOCATION
S' MIN. P/L 10 (TYPICAL)Im
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
y on-
3' MIN. I ' 4 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL MIN. 6" MIN. A 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
TYPICAL OVERALL - FOOTPRINT DIMENSIONS- ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
N. T. S. IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
GIVEN.
2% MIN.
21% MAX. 2. 1 MA 15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SECTION D D 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
(N.T.S. ) SHEET INDEX CONSTRUCTION NOTES 6 QUANTITY ESTIMATE SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMB I NA-
TIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 1-9 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. CHAPTER IO.R. Z
3. LOTS 10-19 111 50-58 1 LOT GRADING (94 LOTS x 15 C.Y./LOT) 1410 C.Y.
1N THE FIELD PRIOR
16. LPROPERTY
BENCH MARK _ _ TOCOMMENCEMENT�O RANY CONSTRUCTION/GRADING.CLEA
G � TEO CL
4. LOTS 20 31 6 41 49
COUNTY OF RIVERSIDE B.M. NO. T-29-81 THE P"4TE ENGINEER SIGNING THE PLANS IS RESPONS)BLE FOR ASSURING THE ACCURACY 5. LOTS 32-40 IT. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE Z_
1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND ACCEPTABILITY OF THE DESIGN EREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CAL IFORNIA ROAD CITY APPROVAL OR DURING CONSTRU TION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE S. LOTS 65-83 THE APPLICANT I CANT AND H 1 S ENGINEER FROM THE DRESPONSIBILITY
DURING
N I B I L 1 TY FOR THE COR- a
TO THE INTERSECTION Of RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.M. FOR DETERMINING ON ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY RECTION OF ERRORS OR OMISSIONS D I SCOVEREO DURING CONSTRUCTION. UPON W_
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLINK FENCE. 21 ' z 16'
THE CRY. T. LOTS 59-64 t 84-94 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. w
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.N) 94' N. OF THE CENTERLINE
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUWNT.
U
ADJ. DATE: 9-13-82 ELEV. 1128.410 w
APPROVED BY:
71,'71 MT ,PEV/SED PLOTT/NG S 16ET3 2�Synr� �I SHEET
BASIS OF BEARINGS OWNER/DEVELOPER Robert Bein, Wi t t'iam Dost & Associates �ss/0 CITY OF TEMECULA
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE THE FIELDSTONE COMPANY \. A T Q MT ADDED sroA .Bf,411V EASEMENT J�.�( '1� %01 M
C+
PROFESSIONAL ENGINEERS. PLANNERS i SURVEYORS � � 3 no SHEET 4 ,,�_ 1 �
CENTERLINE OF BUTTERFIELD STAGE ROAD AS SIM ON PARCEL 145 S. STATE COLLEGE BLVD. , SUITE 660 �i a 7 ozD � 1 TRACT NO . 241 35- 1
urea :1 uac owc ex�K. xui K tacwu. cx Irown� eteeo _ � � RAYM01� A. CASEY R.C.E. 41880 N
MAP NO. 23432 F I LED IN BOOK 159, PAGES 38 THROUGH 61 OF BREA, CA 92621
PARCEL MAPS IN THE OFFICE Of THE COUNTY RECORDER OF (T 1411-990-3006 1e�' r�z ♦n~ 43M PR I NC I PAl ENGINEER EXP. 3/31/96 •
RIVERSIDE COUNTY, CALIFORNIA BEING N 04. 25 '05' W • Ev.3-31--a� * C I TY OF TEMECULA OF
PRECISE GRADING PLANS �
REVIEWED SY: �' Cl V 1�- ��
DATE 7� OF CAL%1 DATE BY DESCRIPTION APP 'D DATE ! _ 4 Q
MICHAEL A. TY N R.C.E. .3 90 R E V I S I O N S DATE: 7 7 LOTS 4 9
0 OAC
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Q /Z7I9 MT 'eFvlSED LOT 6 TD /DR LOCArlaV Lof 4074 M &C 6 � APPROVED BY:
Robert Be�.n, William. 1�r-ost & Associates ��/� car3 ry /c /T CITY OF SHEET
Q TEMECULA
PROFESSIONAL ENGINEERS, PLANNERS R SURVEYORS y� A. T} E'L+ " LOT-1 7�9 /A
��oa2
LoT 7 F,POM ZA -ro 2D
.'►U GM WIVE. SUM M, UWCULA, CMIF IA . M � _ � � rys� �L � � rad TRACT NO . 24135- 1
IM) Ors-Grix (MO) ans- •o AYMOM A. CASEY R.C.E. 411180
MARGARITA ROAD REVIEWED 8Y= • .3-3°_n • PR I NC I PAL ENG I PEER EXP. 3/31/96
`�, �1 V 1� C I TY of TEXCIXA PRECISE GRADING PLANS of7
DATE E.
o �, \E DATE BY DESCRIPTION APP 'D DATE
M I CHAEL A. YLMAN R.C.E. 43 s0 C
R E V I S 1 0 N S DATE:/2/7-v LOTS I -- 9
J . N. 400536
38. 84
T. C.
LOT 65 LOT 64
= PE= 1170 . 8 LOT 63 LOT 62 LOT 61 LOT 59 �s
PE 1 174. 4 LOT 60 PE= 1 152 . 1 c 9e
PE= 1 167 . 1 PE= 1 163 . 4 PE= 1 159. 7 PE= 1 155. 9 hp� 1135.31 (� ZO /
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OPEN SPACE '
SCALE � " = 20 '
N
/ IQ /17/ M7 "26'/',/-5-"0 L_OT io TD / CSP �/. APPROVED BY:LeP7- al rp IV
CITY
OF TEMECULA SHEET
Robert Bein, Wittiam Frost & Associates " L.or .� ro /c Af?,
3
PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS TRACT N 0 . 24135- 1
MOB SINtZ as WIVE. 8UI?T iso- TDctw►. MIfMI. rts�o A'PtifOM A. CASEY R.C.E. 411350
non f'°-°°`� FAX rMr •'°-'s4° 43M PR I NC I PAL ENG 11�EER EXP. 3/31/96 `�
_ Ev.3-3 -9 CITY of TEIECULA PRECISE GRADING PLANS of
MARGARITA ROAD
V1Dwivii OATS: � CIV1�. `� DATE BY DESCRIPTION APP 'D GATE
MICHAEL A. MAN R.G.E. 43 90 CAt"�E
R E v I s I o N s DATE: s LOTS 10- 19 & 50-58
�. J . N. 40053
LOT 74 LOT 7
PE= 1190. 7-� - - - ,�,�r - - - SEE PE= 1 189 7
,r -1 loc 01 $11 5HEET 90 A3.Aa 9��. 40.20 LOT T2
0T�11 JI INS) _► 1 ' c PE= 1 188. 3
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0
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Q 7/27/1 MT RE✓isEv La 4Z TD / D L APPROVED BY: SHEET
It `ori r /~ CITY OF TEMECULA
Robert Beir1., Wi l lia m Frost & Associates /° A4 ADDED STORM DPA IW EASEMEMT
PROFESSIONAL ENGINEERS. PLANNERS t SURVEYORS TRACT N 0 24135- 1
. 4
xrW SRMLE 009 DRIVE. MITE tic- TOWMA. MIrMIA Batu - YbIOFD A. CASEY R.C.E. 4IND
•
tow) ore-am r "I ae-rv4e N0.
REV I� 43-31 PRINCIPAL � W. 3/31/96 P R E C I SE GRAD I NG PLANS of
* E7cr.3-31-45
` c1V11- �r
M'4RGq o> le �� �. 1F DATE BY DESCRIPTION I PT 1 ON [APP 'D,DATE
ROA M I CHAEL A. T A R.C.E. 43 90 R E V I S I O N $ DA`fE: 3 - -
LOTS 20 31 41 49
J . N. 400536
' LOT 15
NOTE: % p
LOTS 32-40 SHALL HAVE A I' HIGH P E = 121 T . 8
•• BERM AT THE REAR LOT LINES (PAD TRACT 24135-3
TRACT 24135- 3 ELEV. . 1.01 a o
s LOT 99 p \r<,
LOT 13 OPEN SPACE SCALE 1 " = 20 ' v�•'
PE = 1200 . 9
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T�- "C, JE 5
PROFESSIONAL ENGINEERS, PLANNERS R SURVEYORS TRACT NO . 24135- 1
:GM MME OM DRIVE. sunt tso. TO[euLA. u&IraulA WM AY111" A. CASEY R.C.E. 118730
`
(on) no-sea r Isar ssFn4s N0. f
.3-31 CROFALENGINEER EwEC" E10'. 3/31/96 PRECISE GRADING PLANS of �
• E7cr.3-31-�
REV I E11E0 STs dN Cl V 1\- �r
DATE: QF, \E DATE BY DESCRIPTION APP 'D DATE
CAL
MI CHAEL A. TY' AN R.C.E. 4 090 LOTS 3 2 40
R E V I S I ONS DATE: 1. 61h'y
J . N. 400536
1 -- TRACT 24135-2
0
LOT 101 46.20
OPEN SPACE
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46
58. 32
ii 59.05 'cs_ o �. S
. 44
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6. 2 85. 0 PE 1 182.8 /1' ,1, b 9 6�
PE= 1190 . 0 % �c"\�p �•�0 8s G 85. 0 FF 1 183.5 �� N 5 $•90' �T 50
/moi/ !��� \ �'s�.i'- i-,, 2 /% / PE= I 164. 5 \ %�
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RE V/ LOT 7/ TO ID/2 tLOC.4T/ON APPROVED BY:
,/ c\� o ''2'' MT .. T ,D /C Th CITY OF TEMECULA SHEET
Robert Bein, Wi l ltia m Frost & Associates111� ,
A. A 60"t -
PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORSh T} 6
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ta i NWOM oRc oWIVIE. JAMtso
. [ M. tottuA, tALian�raA SIM ' TRACT NO . 24135- 1
nai aanwl2 r non a♦nm � 110.
AYIAW A. CASEY R.C.E. 41M
43090 PRINCIPAL ENGINEER EXP. 3/31/95
9lj PRECISE GRADING PLANS
C 1 n o� rEwEcu�► of
REV I E11ED Exr.3-31-Cl v 1\.
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DA : �` c- CPJ-\F DATE 8Y DESCRIPTION APP 'D DATE
MICHAEL A. T MAN R.C.E. 43 90 R E V I S 1 0 N S DATE: 7
LOTS 65 - 83
J . N. 400536
TRACT Np ,
o LOT 33 LOT 32 LOT 27 24135 - 2
�•
$ PE= 1179 . 1 LOT 31 LOT 30 '
411 S PE= 1176 . 9 LOT 29 LOT 28 Pt= 1160 . 9 LOT 26 LOT 25 0 - 24
PE= 1173 . 9 PE= 1170 . 7 O 0 $ 0 o PE- 1150. 1 LOT 22
ss-99 o g o PE= 1167 . 5 o PE= 1 164. 2 o PE= 1157 . 6 g PE= 1 154. 0 0
0 o g o g o PE= 1138. 1
58.34 �- 46.93 8 48.72 46.54 �9 46.ST 48.85 413.85 51 05
p p 8 4MONO
0 v1 v1 �p 103.58
LOT 101 LOT 101
LOT 21
OPEN SPACE OPEN SPACE PE= 1138 . 8
46. 03 1h 49.88 9• ?� 62.
9 I 14
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20 ' LOT 20
FF 1171 - 1 PE 1159.3 _
E 1 1 s2. 1 i ti ° ` PE= 1 137 6
FF I 167. 4 � � 49.S
I FF 1175. 1� 1 PE 1 170.4 ' F879
PE 1 166.T A 6• 8 7 5' ts•t o.
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0 0.6 L. C�b 3 -i = 1.3.0
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_ - G`•l. FG o y� t=.t..,(s-D. N _ I � f`c t7 \hp� ° g.33 LOT 19
- - 4- I k O v ti M -i In -7\ PEs 1 137.5
N,` _ _ 1 ,°G FG o N to o N N c _ ^' C N N = N , O 1 FG 9� .\• FG O °ro' ��
i F G I I FIG
o o J
o N 'o = '1 . 19 %
1 I N N 1r N h 5. 53.0 3 5 w 52. X /ts�
N N
a •
5 .00 w q1 �ti M 10 45 f ft2 OT '�� mac'
5 w 5 1h p� 4b O /f
V�� \ 6p a� \h'L•G• \h\ �,• Oro F s w A!• -4`3 19
f3 G,
V• \ �• 0
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Ile
10.7
� \\�O�v ` '� SAG LI T h �h ,� \\� c. �• s 2.99 ,�, ;�ryy f,G o �6d p'"'`� �� �'�,l cP - LOT 95
W CORTE A hh• - �h \ti 9 % / OPEN SPACE
• \`ham G• \\ ,�c► \ � � � ie ti / �• `� �8 r 'E�
WCW)I<YF s �, P• /3 �c
b ` S w
35. 16 1 T.9 ,� do `'' �' �\ . • 3 d 9
s w 53. 0 53.00 z CA'� `
I I s w \
5 53.00 �• o o � N v �
53.00 �► o F•� o o � � c f o e •\ �
N 5G7 W5 .9 •25 -�'• �/ �` / S'/8 9r . °`•
FG FG '�Z 1 f / •dam S `
ve•9 .G• `FG � GF 1159. I 18 FG \ � G, Jo
-Te.b 13 FG g 13 5 GF 1 156. I
FG 6 61 o D g5 9 GF I 152. 3
�F G 134
1 GF 1 167.3 ID 5 GF 1163. �v' er FG _ vi
-}- I l C -4 �' 2.R 5 9
I GF 1 174.6 GF 1 I7 1 .0 N �_ - FG
-
11 - Il �o.6 a 63 J 3 2:R FG c c.or G�, .4 _� 5 =--: \ / T.C- ".1'� ��,S �•\'
I I i 65J ' I FG f, 2:R FG S ,2 ! 5 G.F. FP �O Ih 60 Io 1 134.38
_ /
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C C.
/
11 1 J 5 Q 62 AR = PE 1155.9 �.9 3:R 10• f. T \� �+c / '
I I--- - J / A I I 64 ��, �5 X PE 1 163. 4 , 1 FF 1156.6
�_
I c , - 0 _ _ PE 1 152.
7Y:_R2 II PE 1170.8 0 1 :R FF 1164. 1 - �` PE 1159.7 FG FG FF 1152.8 J2-� 1135.31
' IPE ��T4.4, I - F� P.
1 _ _ I FF II71 .5 G FG FF 1160. 4 55.9 55.9 \,11 �
b TGa a
1 IFF 1 IT5_ 1 FG PE 116T- 1 r 63. 4 L _ -- G 6 4 F1•f• FGFG �
1 j F FF 1 167.8 FG � j- .V
- 52 I r'
70.8 70.8 ; ly 59.7 59.7 M ♦, 52. 1
0
-�� - - �, H ,� 111.6 11bZ.1 r i• . 2 i .T
- FG / F G 1tc, t +� 1179.4 �► oI N ,H.
/• LOT 58 2
T4.4 74.4 1N' F G ''� F•L., n , H 1'/• o o� 1 14.59
... 1170-5 x,67. I 6T. I In Dr - 3 / t 9� 4
1 -�0 55G F PE= 1 . S 1131 -32 �.,
e FL•,H• - ►� V O Itl.V.O g 53.00 58.04
T.C. F. C.
Irf Do `9 N �., H ly o F� - 53.00 53.00
b _ - 53.00
C; ��• 53.00 53.00 53-00 LOT 57---
53-00
7 53.00
52.00 53.00 53.00 LOT 56 PE= 1 145. 6
52.00 PE= 1 148. 6 �j�� 4� r
45.6_ r 1; 1 1 li3l.4 7 �Q 1 129.4
-- 48 6 48_.6 45.6 FG\ , t f- ,% jAO51 t,� r.c. T.C.
LOT 53 LOT 54 LOT 55 J -� PE
LOT 52 PE= 1 156 6 PE- I 153. 9 PE= 151 . 3 r _ _ - - -_ - -11 1- - II � � raj$, �� -'�
LOT 51 Q� ^'
PE= I I PE= 1 159. 2 56.6 6.6 I I FF 1 149.3,1 I j 1 �F 1 146
61 . 9 -_ _ _ F�� 53.9\ 51 .3 1 ' pE 1 148.6 11 1 1 IPE 1 145_6J I 1 0 �2 I G •
53_9 FG- 51_3 -\ 11 L II ` 1 f CY vw►
g .2
_ _ _ r - ji- In 1 0 1
59_2 59 G \ I rF i 157 3 I I ��� - - _ - trF _- 1 I 11-I IDL-1 1 1 i 1 L - I 1 1� \X40 T
►-� 11 I-- 1156 s 1 r I r - - - .61 I I 11 IFF 1152.94 1 -1 0 11 g 11 I -, I I t���1;. - �
1 - - r _ _ - - - 1 PE - J I1 'o I FF 11 II II F_i-p -� 'k ,0'S
- _ - -, I I 1 L_ - Q I I-
1I r- 162.6 1 J 11 r - -- - 1 1 11 1 PE 1 153.9 1 1 `_' 11 LPE 1 151 31 I I - 1 1 1 �1 -f f/29.,3,4 9
FF 1_ _ -I 1 F 1159.9 1 1 1 � _ J _ 11 rII_- / FG r-c. (i ���•o.
64_5 64.s I I I F 1 L A i t _ I I �3 11
_ 5 lPE 1161 .9 - - - I _ 157 11 FG
1 J I I 1 lPE i 159_21 1 I '° 11 I 11 1551 11 _
I ' ' �PEYiSED LOT �3 TD / , 1
I r -r DR APPROVED BY:
''Z'''3 M r ,. LOT 9/ M CITY OF TSHEET
1 I r_1 i 6s_•�..1 I r1- I I c i I I 11 ° I = 1 L Robert Bein, Wi i iia m Frost & Associates ���0►� Lor 94 ro �e
PE 1164.51 11 I I r - -
11 �_ 1 - `I 1 1 I ' 11 1- 1-- I PROFESSIONAL ENGINEERS. �' A.
T _ 7
11 50 - I 1 _ -_ I 11 -- ;I _ _ / / 1 NM llnai arc WIVE. su1K >Is0, WffcU.Rcx1=i0WfA �VEMYORS y � y � .
TRACT NO 24135- 1
I=--1 --� I-- I 1 5 2 II F G 1 Wool ore-em [WWI .1►e_n�s ki - M.
YIAPO A. CASEY R.C.E. 4I ND
43M * PR I NC I PAL 061 PEER Eli. 3/31/96
_ CITY OF TEWECuu► PRECISE GRADING N G P of 7
X51 J I I I 1 IGF 1 159_ trl tars t:xr.3-31-N
FG 11
�,�,� PLANS
64.7 I I I IGf 1162 IVC` _ �FG _ DATE ��'Or CA-\E DATE BY DESCRIPTION APP 'D DATE
_ _
II GF11 _ MICHAEL A. MAN R.C.E. 4 90 LOTS 59-64 84-94
- - I 1 R E V I S 1 0 N S DATE:
J . N. 400536