HomeMy WebLinkAboutLot 14-21, 72-78 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE -PLANS, THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED TRACT NO , 2 LOTS 1 & 72 - 78 SUNRISE PHASE 15 BOOK").
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . PRIVATE ACCESS EASEMENT
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5' MADE BY 11 ' HIGH BERM OR EOU I VALENT ALONG THE TOP OF ALL RQ OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5' HIGH. ��Q/ THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
,r L PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
N H P RV N F ACOMPETENT B1 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
5. ALL GRADING SHALL BE DONE UNDER THE SU E ILIO 0 � 7 �S'/(r
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �Q� �,q REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL NAL COMPACTION REPORT FOR ALL c,'� TEMECULA �� CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
- �, WAY �
FILLS OVER 1 DEEP. �� �P 5 D/Q SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
8 lV IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SS WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR Q q�p 5 4 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE 0 THE DING PERMIT. CERTIFICATION SHALL BE TO .c v (� '� / 9 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
E BUI L
LINE+ GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. oR` J` /
?� FG ���f �� 2 j
COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ryALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS, v / 10 1 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
ALONG TOP OF CUT SLOPES. THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER CALIFORNIA OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
11 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
THAN ONE FOOT.
SITE 8 1 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
�q
82 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY LE I GHTON & ASSOC, DATEDRANCHO q9f 12 8 0 8 3 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION TRACT N0 J 2 8l}82 4 J�q 8 4 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION �4 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 15 13 79 63 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
OF THE PRELIMINARY SOILS REPORT. TEMECULA ALL N. THE UTILITY ANDTRACTOR RRIGATIONLL BE COMPANIESOPRIORETOOWOROTpRYING
SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 N.T.S. >>: ;>.::f'``;°`':: >: EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
10 THE CONTRACTOR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
7
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 4
DAMAGE OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT 5
• VICINITY MAP
62
65
PHONE• (909 ) 694-6411EXIST GOL5 COURSE :':i::✓::#{;'::.::+ n ,:i?f<}?r::}' .}}i;.;Ji•Y:: :>}:k
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GEN
11 . CUT SLOPES EQUAL TO OR GREATER THAN 51 IN VERTICAL HEIGHT AND FILL { ,
SLOPES EQUAL TO OR GREATER THAN 5' I N VERTICAL HEIGHT SHALL BE f OP OF WALL .....................................................................................
y T TW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM `'S ' h`
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.....:.:..::.�.,...::::: . ::::::: . .}.... :..:...:. .:::::::::5....:.::::::....: ...{.:...... TOP OF FOOTING -SSSS-• -•-----•.....-•SSSS•---_..•-•SSSS--••--SSSS-• TF
AN INSTABILITY TAB I L I TY I N ACCORDANCE WITH CITY DEVELOPMENT CODE .:}.>:::::>�.>.:::,.>:.::::.:Y:.;{,::,:: �::..}'.:: .{: :{:1:Y },YY:>:::::{.>'.>}Y}>:::;1:::.>{,>:::>?: --•--•------ ......_._..•_...
EROSION D I x....... }:;::::: ::.. :::.: ::: :::::;:;:::: ::: :::::::::::::::::::::
: :: :::.. :}.::.:: 6 0
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. <.........1...
k
•• •` TOP OF CURB ELEVATION. TC
F Y
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ; <<> 1a�
75, >$ . PAD ELEVATION ............................ PE
s f { >
BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 59
'i'•S:ji\S { { A ni { }•}•N}:?i:i'r{51.4 C•$
fi .;>,' ,.<::. �` FINISHED FLOOR ELEVATION ..... - .. .. .. .- . ..- .. FF
MATERIAL . :..:: r i -- - --- -- --- -- -SSSS-- --- SSSS- - -- -- ----
ADE ELEVATION ...........................•--........_...........................
FG
68
•Y::..:: :::.}}} :' FINISHED GRADE
.iy{},.Y,i:i;x,:.?:%iti:,;i%::':::.,,?:i?;{:'. .s.:{;:•}:{`.•:.::Fkxy$;f}:. .}'•'.,,'+c,{•:'.•.`3 7j:+P:ii:•'.:+:.:•}:}
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED• o
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL o �,, o '� <` •••••••••••-•••••••••---•••••••-----•------•-••••-•••----•-•-••SSSS--•••--•-•-••-•••----
Y 58
HIGH POINT HP
Z ii:.?:11Y};:. ''};::Y::i.'•.': ::5i::w:5:;. ;r:1a::',:: ..Y>: ;'':?:: :::;i;,:o::::.}•:•::..;:,..}:.,::,.:... ::{i
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A w z TOP SLOPE .................................... .................................................. TS
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. a = } '�` if
= W •:• Kis f r
o o FLOW LINE .............•••-----------•-------...---•----•--•--•--------••------------•-----•------ FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF o� o `$ '` ' • ` ` `}` 5 7
LOT
ti:
+'ih4. :.t.p
>} P F
� TO 0 GRATE ----••-•SSSS--•SSSS-- ----••---------------------SSSS-- --- SSSS-- T
,:<:: ���>:::::::<::::: :::. EG
W :' ,h•14'4:::::4::::::.,'::'::::'::::h.:i:.:.i{h.i';:: :i}';'r':". }!••.;:. 4.4.:.:.:.:.:.::.�..:...:::. 7 0
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �, LINE 3' MIN �- "� `� }
� v
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ~ ``" NI I R ELEVATION .......................................................... G
±"� GARAGE FINISH FLOOR F
Q 5' MIN. ,� z ,42f . f
f. < ;
PROPERTIES. �--.� � v7 ::. �;:ri::: L 5 01
�-►�- a:. x` 4 EXISTING ELEVATION ..............•---•-•--........_...........................-•---........ (9/7
c.a Z U.;
7?f5 .>.„s.. 4 '
Z o :. f:'4f 71
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. oa 3' MIN. r �- ea INDEX MAP84 •-_--_-•---.••_••---••-_---
FIRE HYDRANT LOCATION....
................SSSS---...........
2'/. MAX -
55 22 1'=100' _
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO zi 2�ya MSTREET LIGHT ................................................................................
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES MIN,
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �1% MAX, 3 4 2 DIRECTION OF DRAINAGE FLOW .............................................. _ _ _
ADJOINING PROPERTIES DURING GRADING OPERATIONS. GRADEDRETAINING WALL (BY SEPARATE PERMIT) ................................
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 6'MIN. LOT FG. 2 4 43
44 APPROXIMATE LOCATION OF ELECTRIC METER ........................................... D
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 4 5 ❑
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' I N 4(�j SEWER LATERAL LOCATION ....i.....,.... .........
VERTICAL HEIGHT. A 41 w
53 4 WATER LATERAL AND WATER METER LOCATION ......................................... ❑
�- NOT TO SCALE 2 5 4 ELECTRICAL TRANSFORMER ... . . .. . ... ... .
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 4 0 4 g 5 2 E ........................... .. .. ... . _.. . _ _
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED* THE 39 50 51 POWER LINE AND HANDHOLES ................................. ❑
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 38
H
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE 26 37 ' TELEPHONE SERVICE ............................................. T❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 36 35
GRATE.......--•--------------------•---•---.._.-..........................................•-- ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 34
AIR VALVE.......................................................:... .........
••••• •••--••••••-••'
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27
33 TELEVISION PLATFORM
SLOPES OVER 15' I N VERTICAL HEIGHT, I N ADDITION TO GROUND COVER. M ....
28 .--•-•--.--.-..---•-----•••-•.--.•--------•---.,..._.--••-•SSSSSSSS•• a
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 29
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON O BACKWATER VALVE ...--•--•---------------•--.._..._-_-.--_-.---..--........-..--.-_-.-.-.SSSS-. Q
CENTER: COMBINATIONS* 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL 30 31 Qp' AIR CONDITIONER ...............................................
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 3 2
PREVENTION DEVICES PER U.P.C. , CHAPTER 1o.R. GRADING TOLERANCE NOTE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND
LESS THAN '/4" PER FOOT FOR A MINIMUM OF 3 FEET. �� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
EXIST SEWER EASEMENT GP CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED- RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
aP� •
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD `` •
PRIOR TO COMMENCEMENT OF ANY CONSTRUCT ION/GRADING. ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG r PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK PER PLAN I
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY F-7
NO. LOTS CY/LOT TOTALS
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG
15 15 225 CY
PER PLAN �_� - - INDICATES LOT NUMBER 2
W. MIN• INDICATES PAD ELEV PE=100.0 3
INDICATES FINISHED FLOOR ELEV 3
PE100.0 FF=100.7 PE 100.0
1 FF 100.7 FF=100.T
I 2
HP INDICATES BUILDING TYPE-
PER
3
CURB Oki• 10' MIN PER PLAN
L.
j.
cF=100.0 GF=100.0
21 0.0
FS
PER PLAN 12.0% INDICATES GARAGE FLOOR ELEV
- =-
• .. FS MAX >�-•
PIA FLAN
MIN i
�i SSSS-- Samoa �e
DIG
ALERT
`` 5' MIN. 13' MIN. 1"/a MIN.
FG a
TM •..� _ _ _�.,. _ ... _�_.___..� PER PLAN 10' MIN (TYP) `^ Lq �
FG e�; o
DEEPENED FOOTING ZA RIGHT OF WAY
CALL PER PLAN AS REQUIRED. LD 00- 153 G R
Q
BEFORE
YOU DIG! TYPICAL LOT GRADING DETAIL CURB & GUTTER RICK 1ENGRqEmuNG ComDmw
1-800-227-2600
;
� 3050 ChicaAvg
ANO,�� go
Suits 1W
UNDERGROUND SERVICE ALERT NOT TO SCALE owns
���� RivKSido.
Callat least2 working days prior to excavating. ►�_� California $2507 (9") ?$2-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'.D BENCHMARK: SEAL. Designed by Drawn by Checked by Drawing No.
COUNTY OF RIVERSIDE B.M. T-29-a1 SCALE EH EH EMR RECOMMENDED BY: DATE: 7 �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal =' p� �! '
Contractor IN THE N.W.CORNER OF THE INTERSECTION o No. 46804 Plans Prepared Under Supervision Of a� PRECISE GRADING PLANS
OF RANCHO CALIFORNIA RD.WITH MARGARITA w z �D ACCEPTED BY: DATE: Z� 4?
RD. 1.0'EAST OFA 7.0'C.L.FENCE,40' 1'=100' Exp.6-30-03 Data 2 RONALD J. PARKS '
Inspector NORTH OF P.P.(NO NUMBER),94 NORTH TRACT N0, 28482-2
OF THE CENTER LINE OF RANCHO CALIFORNIA EDWARD MICHL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
RD. SET FIBERGLASS WITNESS POST 1.0' Vertical .l j, CIVI �x LOT NOS. 14-21 & 7Z-78
WEST OF MONUMENT. 7l � _
Date Cmp It'd N/A f OF Ct, R.C.E. No. 46804 __ Expires 6-30-03 Rac.E. No. r,•y 1,� Jm SUNRISE• PHASE . 15 2
ELEVATION: 1128.410 (ADJ.9-13- 21 - - -- 19744 Expires 9-30-01 r,.,�• Sheet of
g:\d-13212\212PGD99.dgn
PLOT DATE:23-AUG-2000 JN 13212
55PN
1214.5
FG -
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• 1198.8 � � 1199.9 � 1201.1 - - - - \ �
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1198.4 1198.4 20 7• 19 5.0' 1203.4 FL FL 0.5 DEEPEN \ FL \ •'"• '�
21 I PE=1200.2 I 1 PE=1201.1 5.0' 0 16 6.0 FOOTING GF=1211.5 � 1213.2 0.-4
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GF=1199.1 1 GF-1201.1 1200.9 GF0202.2 0- 1202.9 4 1206.2 FL o 0 1 -^ VRA �" o .Q 1223.79
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I "J FF=1201.5 1 5.0' 73 I PE=1203.0 1 75 FF-1209.2 F
I J 3CR I _ I FF=1203.7 6.0 PE=1205.4 2BR 1207.9 L 1212.0 1215.4
I � � 1200.1 1 PE--1201.9 1 1 FF=1206.1 -� FL \ 1211.7 FG FG 5
a, FF=1202.6 1202.3 3 B R 1202.3 n 1 1201.8 H P Zq' 63
_ FL IBR , FL FL �, 1AR 1 4 ?0 1 ;r - 29' PE=1214.1
c c� 20 .8 1 * FL 1208.5 o 64
Q
I 1201.2 1201.2 1 1 w 1204.7 FL r FG 1212.0 ` '" (0 30.02
,•-, I Z 1200.1 L L F 1 r 1208. -- PE=1213.8
FL �� FL FL I� 1202.7 n L / �� HP - - - I ' ,� 1.13, EXTEND
� I I HP / \ 1205.1 - 5' 3 EXIST R-WALL
� HP 1208.5 68.2 -i .
� � z3•s65
FG
I r 1200.5 1201.6 N I `--�� - 1205.4 1 -
4 3 0 HP �" / `�`- AA,28' PE=1212.2
PE=1197.3 i '�" - �� _H-_ .. zO 1203.0 1205.4 63,02 FG 1 '
°,� 1201.9 1203.0 F� 29, 10. 66
1200.8 1201.9 FG 57.45 52•
1200.8 F FG 52.30' F��
r` � T 1.52' G � 55.33'
6 7 PE=1209.6
Q 55.431
Q r 67.53'
PE=1207.3 1
1 ?' 6 8
1 °
PE 1205.0
1 69
70
71 PE=1200,2
�=1202.5
1 c PE=1198.2
44
PE=1197.1 1
A.
DIG
ALERT
CALL CAUTION:
BEFORE LD 00-153 GR'
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20'
►' ►.RICK ENG CO
100-227-2600 UNDERGROUND FACILITIES IS
Mmok �I 3050 Chico" nvemm
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO W S,,t. 100
Ca llat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 !-MR% C vers o•.
Ca a lZS07 (l0s) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL, Designed Designed by Drawn by Checked by Drawing No. q"
SCALE q
oo 1?6C tY6V06D DSM �oT3 73,74,7s,7& COUNTY OF R I VERS I DE B.M. T-29-81 \CHF EH EH EMR RECOMMENDED BY: DATE:
M c CITY OF TEMECULA DEPARTMENT OF PUBLIC WORK
2-1i2. BRASS DISK IN CONCRETE CYLINDER, Horizontal Q Q
Contractor I N THE N.N. CORNER OF THE I NTERSECT I ON W NIO.46804 z Plans Prepordd Undef Supervision Of r co
RANCALIFORNIACCEPTED BY.
OF RANCHO CAL I ORN I A RD. WITH TH IMARGAR 1 TA 1_20, DATE. :..;,
RD. 1.0' EAST OF A T.0' C.L. FENCE, 40' NORTH Exp.6-30-03 pate x 4 RONALD J. PARKS PRECISE GRADING PLANS
Inspector OF P.P. (NO NUMBER), OF
LINE OF RANCHO CALIFORNIAN DTH SETTFIBERGLASS Vertical EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TRACT NO. 28452-2 LOT NOS. 14-2 & 72-78
WITNESS POST 1.0 WEST OF (MONUMENT. %J> CIv1V• \N. � �
Date Cmp It'd ELEVAT I aNn 1128.410 (ADJ. �-13-a2) N/A �rF ori ��\F � R.C.E. No. 46804 6-30-03 SUNRISE PHASE 15
Expires R.C.E. No. 19T44 Expires 9-30-01 ��'�•- ,� Sheet of
2 2
9:\d_13212\212PGD 100.d9n
PLOT DATES 23-AUG-2000 A 13212