HomeMy WebLinkAboutLot 39-44 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES
WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
33. AS AMENDED BY ORDINANCE 93--04. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
TRACT NO. 2 LOTS 39- 44 THE LEGENDS STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 11%. BOOK ).
ARAINAGE MINIMUMSOFL2S FRoMLBE A THE TOPIOFCUT 0ROF 0FILLDEEP SL0PESD BE CONSTRUCTED , % �„ , �_ �,,. �, ,, ,, ` ,, PRIVATE ENGINEER'S NOTE TO CONTRACTOR
-- ` •. 40 TRACT N04 23371 � 15
r -fir � �♦ • • ♦ • � .� ♦ •
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . � � r -� C010 04% -N •♦ ,� �,• ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
,�-r*t ��"� .�' y' GOLF COURSE OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EOU I VALENT ALONG THE TOP OF ALL T �r --t �♦ .« -� yr' I--
.0
J THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
FILL SLOPES OVER 5 HIGH. ' ' -� r .• - .� ♦ .- 7' ��� •
� �� ; � � � + � � � .�' AKc
�� ���7 1 `� PUBLIC IS PROTECTED ALL CONTRACTORS AND SUBCONTRACTORS
• ♦ ` �`♦ SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
r r . , .� ♦ ♦ ♦ • •
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT �� � - L--4-----� „� �- REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY -�- �L -�; ♦ -'' -- CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL r ---+-''--� `,:r•1• SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FILLS OVER 1 ' DEEP. h• / / �; ; • :-• / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
i♦ WITH SAID REGULATIONS AND ORDERS.
/�
♦ . ,
V R HA M T T THE TY T C A S ..
6 A REGISTERED CIVIL I L ENG 1 NEE SHALL SUB I 0 E C[ OF EME UL .� � � /
i
/ TRACT N� 7 1 1 rJ" / i-- T FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / / �y CONTRACTOR
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR l r L• ;�,= COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. / 7 3 �� ALL PERSONS AND PROPERTY. THAT THIS REOUIREMENT SHALL APPLY
GOLF COURSE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
7. PROVIDE A R T H. G TO HANDL 1 YR Q STORM FLOWS. ' / / I 3 6 THAT THE CONTRACTOR SHALL DEFEND* INDEMNIFY AND HOLD THE
0 IDE BOW DIC DESIGNED NED E oo J �/ 3 3 �� SITE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
ALONG TOP OF CUT SLOPES. ' � / 2 �� �
I /� 3 1 . p►Q L[AB[L[TY. REAL OR ALLEGED• IN CONNECTION WITH THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER ( 3� q j 9 � R� PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
THAN ONE FOOT. \ 2 5 6 / I 6 2 2 �� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
~. 7 8 9 3 24 5
9. ALL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS OF - ` �011 12 13 4 16 17 1B 19 2 2 2 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED -• � 1 5 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
JANUARY 30+ 1998 AND AS GRADED REPORT OF FINE GRADING PROJECT 911960056-036 NCH - - - A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
DATED JUNE 30. 1999. TWO SETS OF THE FINAL COMPACTION - _ - _ �-r - ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH - - = r NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION - � SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS - F R ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. - EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. LEGEND
PHONE: (909) 694-6411
TOPOF WALL -------------------------------------------------------•-------------------------.... TW
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TOP OF FOOTING TF
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE ....................... ........_.______._.............
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM $ TOP OF CURB ELEVATION--------------------------------------
........................... TC
EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT CODE
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. PAD ELEVATION .................................................................................. PE
12. NO FILL SHALL 8E PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
�,'�``� TE]�CLLA WAY FINISHED FLOOR ELEVATION ----------------------------------- .____.-_................_ FF
�.
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL• AND OTHER DELE TER[OUS �� 5,��E► FINISHED GRADE ELEVATION .................................................................. FG
MATERIAL. , ----------------------------------------------------------------------------------------
HIGH POINT HP
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED$ TOP SLOPE ........................................................................................ TS
THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL '` SITE
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FLOW LINE ........................................................................................ FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TOP OF GRATE ELEVATION .................................................................... TG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF CAL F IA GARAGE FINISH FLOOR ELEVATION -_.............. ........................................ GF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD INDEX MAP °'""""'"""" "` EXISTING ELEVATION ........................................................................ (9170)
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
FIRE HYDRANT LOCATION �--�0
PROPERTIES. 1 "=200' � -------------------------------------------------------------------
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. A rl� STREET LIGHT .................................................................................
16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO DIRECTION OF DRAINAGE FLOW
FUNCTION. ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE MEASURES CMA RETAINING WALL (BY SEPARATE PERMIT) ________________________________
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT KT.s. APPROXIMATE LOCATION OF ELECTRIC METER -------------------------------------------
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
FACTORo SEWER LATERAL LOCATION ...................................................................
17 STABILITY CALCULATIONS WITH A OFAT LEAST ONE AND FIVE-
Z VICINITY MAP WATER LATERAL AND WATER METER LOCATION ......................................... []
TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 4C Uj _ $
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 'C
ELECTRICAL TRANSFORMER
VERTICAL HEIGHT. ~ LOT --------------------------------------------------------------------
or
IIIII-
W LiNE3' MIN, POWER LINE AND HANDHOLES -------------------------------------------------- ----------- FE]
1S. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING So MIN.
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE c N �a TELEPHONE SERViCE ............................................................................
El
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN ozg Z``' GRATE ............................................................................................... ❑
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED• THE w ",� 3' MIN, r rN. `` a
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2/. AIR VALVE.........................................................................................
21.x. t►AI►X.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA �i TELEVISION PLATFORM .........................................................................
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. Zri N' BACKWATER VALVE ------------------------------------------------------------------------------ e
' GROUND COVERI MAX•
SLOPES OVER 15 [N VERTICAL HEIGHT. IN ADDITION TO G OU D CO E GRADED
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS. OR COMBINATION LOT FG.
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; ,TREES. 20' ON GRADED 6•MI"• GRADING TOLERANCE NOTE
CENTERS COMBINATIONS. 15 ON CENTERS. SLOPES OVER IN VERTICAL LOT FG.
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOWA GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R.
OPTIONAL RETREAT OPTIONAL ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - NOT TO SCALE BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
LESS THAN 114N PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG . I
PERMITTED. BACK OF SDwLK PER PLAN
ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD INDICATES LOT NUMBER
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. AN 0a,0000 __�---- --`` NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
PER PL --_�__--�-- \� 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
APPROVAL THESE PAN Y THE CITY OR ITS AGENTS DOES NOT RELIEVE EVE -- 1'J. CAIN. 3 _
23 O L OF ESE L S B E FF=100 0 FF-100 0 FF-100 0
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE �� �It FF 100.0 PE=99.3 PE`99.3 PE-99.3 INDICATES PAD ELEV. N0. LOTS CY/LOT TOTALS
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ,A PE=99.3 2 3 �4 6 90
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ����►• Hp 1 INDICATES BUILDING TYPE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. C8 ��, PER PLAN
FS I I
PER PLAN 12.0% �k
FS
MAX
.. �_
ER PLAN
3' MI . 1Y. MiN. FG
5' MIN. PER PLAN
�y
FG DEEPENED FOOTING
PER PLAN AS REQUIRED. �; RI'M1N (TYP) PL RiGHT OF WAY
UTILITY SERVICE POINT q
D G A RT
TYPICAL LOT GRADING DETAIL �. . . �.... . f :: ...�•�.- -. . ..• .�..�•. .�. : .� .: . � . .. . - . .
EXIST. CURB AND GUTTER EXIST. CURB AND GUTTER L 99- 187 GR
CAM NOT TO SCALE N D
BEFORE
YOU MI BUILDING FOOTPRINTS
1-800-227-2600 Z600 NOT TO SCALE Soso CAIOep A"Ma
UNDERGROUND SERVICE ALERT ItIVWSIdo,
Sul" 100
Colat boat 2 working days prior to excavating.
Cal l tgrnla SMY 119"1 M-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �ESSi Designed by Drawn by Checked by ' Drawing No.
T-29-81 SCALE C EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT CF PUBLIC WORKS
COUNTY OF RIVERSIDE S.kti� O ►�L �,
Contractor
2-1/20 MUSS DISK IN CONCRETE CYLINDER. Horizontal P epored Under Supervision Of
IN THE N.W. CORNER OF THE INTERSECTION �• �+�, z ACCEPTED BY: DATE: 10113
OF RANCHO CALIFORNIA RD. WITH MARGARITA ,•-,00' Exp.6-30-03 -. _ PRECISE GRADING PLANS
RD. I.0' EAST OF A T.0' C.L. FENCE 40' NORTH Date O RONALD J. PARKS
Inspector °;P'� RNO MBEER 9 IA ORTH SOF VHE C�Ess Vertical EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT N0. 28526 LOTS 39-44
Date C it d ■I TNESS POST 1.0' NEST OF MONUMENT. CIV I%.F �' itExpires _ _
. 'TE R.C.E. �6eo, Expires 6-30-03 THE LEGENDS
rnp N/A or CAI. .C.E. o. p R.C.E. No. 197„ 9 30 01 Sheet of 2
ELEYAT IONS 1126.410 (ADJ. l-13-t2f
G:\d_13212\212pgd62.dgn
PLOT DATE:06-OCT-1999 JN 13212 �
...... ................................................. ..... ... .... .. / .................................. ........--.._........._......... .. .. .. ... .. ... . TRACT . � 233-71 - 15
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#40 ��LF'....C
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.......... ......... ................................................................................................
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• \ EXIST 3-1x5
0' ' RCB PER
TRACT 2337J -3 ................... \ �LONG CANYON WASH PLAN SHT 2/3
M9 222/9 1J3
LOT 1 69 r - �-
TRACT NO , 23371 -3
PARCEL 6 • �.
GOLF COURSE y ` �r
LONG CANYON WASH . . • • •
•'• ,,..'- 59.7 *04
\
FG
59.7
3Nj1 58.8 $
... .._..... ..........................._......---....._..-. -`-77 FG :r 61.57 TC
........................................................................................................... ... ........ •• •• ' ' • � 58.6 8.8 59.3 � .
..... .... I ...•.. FG - BCR
.....SD..E�,sEMENi--•RECORDE.D...................................................................... ��SD - . ......_...... .............................--• 3b' FG HP '
..... ...-.
1_10--9a INST.1►110.. 1203 i. - A
-- -- - .... -�-.. ..--..----. 2•
.............. ........ .........-------------------........._.._....------..•-------..._..-.
....................... �' 61.7
s s -
47. 1' 69.93' ST.B 58.5 j �I
3.50' 4. 1 57.4 45.09' 57.4 57.7JFG FG51.0 1 I �►. 56.3 59.0 I •
57.0 FG FG FG FG I I I ` FL
% HP
FG � 56.7 5T.1 ^� o o �, uo _- - r r 1 58.9
! HP �" HP w 57.4 i`i I cv a, w
I
- _ I I I - FL •� POMON
HP - 44 l PARCEL E
OP 5.0' - - - I 29.6'I I 58.1 ` PE=115!.6 OPEN SPACE :-:.•:
� 5.5' � � � � - - r� � � FF=1160.3
1 57.9 2CR 60.1 FG
56.4 ' 56.8 FL i i I I 57.8 57.9 FL PARS D /
FL 56.4 FL 1 57.1 57.1 h a. I I �/_FL 57.8 �� FL 4 50
58.3 /
FL FL FL �' 3
38 5.6' FL 3.0' PE=l%U FL 60.00 TC /
PE=1156.8 I 5.0' 41 1 q I I 1 V FF=1159.3 ` 'h� / ECR /
FF=1157.5 39 1 PE=115T.T 1 �,, I I 5.0 1 0.5 DEEPEN a/
co PE=1157A 40 FF=1154.4 ^ T 3' ,2 3BR OOTING
FF=1157.7 1 PE=11R-,4 .5' I ,�; I I PE=115M PARCEL C _
2BR FF=1156.1 1 3AR 1 FF=1159.1 5.3 1 OF 11&6 /
1A , 1 PARCEL A i I I 4B 58.2
56.6 I I PARCEL 8 1 FL , s /
5T.4 �
56.2
FL 1 EXIS �41' SD �, •s 58.68
55.7 EA NT ' FL I �'.+ •,.o '-h� /
1 1 FL p \. TC
CF=115TH FL 1 GF=1157.4 I I I 6F=11SL4 �'1 �� �'
1 0 DEEPEN 1 1 s / 58.
� 55.7 F OTING � i 0.5 EEPEN 1 1 �=1157.7 ::� / I I I �"-� ST.2 � � 57.2 � 36
� �:: F00 LNG i I i � � -� RIM EL
FL 56.2 i 1 56.4 1 1 I I 1 57.3 FL 1 FL 0 - / x FL /
FL � � FL � \ FL c' y
�, �, •�,J �, / TRACT 23371 -3
Vf V1 N N ��, � N � N � � •r•
�; X 1� U. ,� �- 4 N o �, �.-6 57.30 .oma.� , / M9 222/99- 113
LO� �
FO% ` �: Ldi � i I o �, ► - \ T�3 '` �� LOT 165
96 •`� � i ult �' � � �- �L=35.35' `" _ ,� `�' -�� �►�
- T --� 14.23 1144.18 �� PARCEL E
.
.• .•
• P 4 RIM EL
� � -• .• :• .•. :- '• ' 56.58 +
54.
I ELN+' 0 91 °: 55.27 �: o 55.60 0 ; 56 CURB 8 GUTTER + r d •a
TC c� N I as
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32L-4_ via
o \ -
30 � �-�r LOT 166
TRACT NO 233 ' 1 `-3 -`� �_-��- f�C
-- ---� L CRYSTALAIRE DRIVE -�- _-
. Cm
CX CURB A GUTTER \\
LOT 1 ��
EXIST PROJECT WALL \
\ \ LOT 168
LOT 1 �� �
:=I==�===_.-._____ -__-_-- -
II
RANCHO CALIFORNIA ROAD
II
II
124 _ -
I I 123
120 121 122 r
DIG A RT
�- CAUTION: LD99- 187 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS r- F"ENGWEERM CC&ff hW
30 Ch 1 oaOD Av�x*
Sul" 100
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO RlwrilA�.
Calat least 2 corking days prior to excavating. VERIFY I N FIELD. 20 0 20 40 Cal l famla IM? ("9) „:_01'07
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �ESSi Designed by Drawn by Checked by Drawing No.
SCALE _
ACHEL EH/EMR EH EMR RECOMMENDED BY: DATE: 10 �.3 CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal a � P Prepared Under Supervision Of l �
SEE SHEET No.1 1•=20' Exp,6-30-03 tNo. 46804 z 4 ACCEPTED BY: DATE= PRECISE GRADING PLANS
Inspector Dae RONALD J. PARKS
Vertical EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 28526 LOTS 39-44
Date Cmplt'd �rf C1V1�FdQ`` 46804 6-30-03
N/A or �,�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1 THE LEGENDS PHASE 1B Sheet 2 of 2
GAd_13212\212pgd64.DGN
PLOT DATE:06-OCT-1999 A 13212