HomeMy WebLinkAboutTract Map 31946 Bldg 29-30, 47, 50 Precise Grading GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
CITY
& SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE TO THE STA OF TEMECULA
TE �
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
illHWY 79
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED AAI), I*j 01 ■
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL42
PROJECT
Mir I 14 1
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4"' PER FOOT FOR � SITE
A MINIMUM OF 3 FEET. IWULTI
� IWODELS
F'AMIL3. �■MAXIMUM �ACUT AN VD FILL LSLOPES SHA NLL BE 2 ,.
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR �� '�� �/�9 OPQ
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED � '
GRADING
SLOPES OVER PLAN
9 �E 3 INV
VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ' I VICINITYPER LANDSCAPE MAP
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ❑ I �
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY ARCH. PLAN (TYP. RAW �� /000NOT TO SCALE
THAT ALL COMPACTIONLLS REPORTE BEEN OR ALL PROPERLY
OVERPLACED
DEEPAND WHO SHALL SUBMIT A FINAL '^ 5. ��_ `"-�..`„ ��� _ _ ����.� _ - �-7;Q�'� -2r0�G-
��Ao-��v �_ - -� / � - - ��_ � � I, j LEGEND
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA' -" 26.60TG =6. 26.60TG 26
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH /� ^ � � 2 .80 -'�`�- .� \ ~ - � � - - ' �j �� �, FL HP _ -� � FL HP = _ -� s FL Hp --'1 � } 25.25TC I TOP OF CURB TC
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ��, FG `� _,_ �,,,�✓ 1� - 1� 1� �� �� - ��---�4- � 24.75FS _
1*4'; x � i =1 6.60TG - Z z z � - � 24,7 C FLOW LINE
FL
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � � � 26,g _ _� � 1:1 �t� � �1.= �f � � 24.2 L
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. i� �' ' � , \ 27,80 FL HP � X�p - � 5.30TG ( HIGH POINT Hp
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN � � �� F� � i�� ! I 26.$FL HP �
ONE FOOT. � I 26.70T6 1 � LOW POINT LP
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE � , � � FF'1027.87 FF�10Z787 � J I �' FINISHED GRADE FG
PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED DATED 11/7/2003. � (� `�'�., � 27.45FS PE�1017,0 _ = pEm��j,p o
a 6F- � GF i 27.30FS � -' I FINISHED SURFACE
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ► �28� 2 i �: 1027.00I 1027.00 FS
� �`' � 1x4'STEP I �
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN / � 0 'L J� � I 2� t=j $ GB�1026.90 in $ � I� TOP OF GRATE TG
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN / _.__7
Il �
� ��02a' � 2X SEE LAM �� v �I ���$ °v 'l'.°i� � „ ^ 26.81FS
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � �.80 r: N 'iso � � � �� 4x4'STEPS � I U TOP OF FOOTING TF
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � PLANS FOR •- I �M i - � 45'
8 /�� \ i � DETAIL (T i ) ^ N I' oo ( I 126,56F S � c� v.. 26.4 � � TOP OF WALL TyyHOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. ' I I,
FL/G
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE � � GF�1027.00 . • ,N�''n �^ LL� � `'' � 1I�� ° c�•�0 T` 2 0
�: x � GF=1026.50 I � �25.02FS I FIRE, HYD. PER:- - GARAGE FLOOR GF 0000.0
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411. � �E� � ' � � ��/ S� 4 `�' '� � � I!� E' �� N M -- � LD06-0 9C0
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION , j � � � / �e Q7 � � I � � - - - - � � ( D PAD ELEVATION PE 0000.0
f' .� � `n � 10'-� 13 -
DURING
v
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY +civ ?�� � 13 -� 10 � � �� I F-- 25 0 - - �- - - - _ FINISHED FLOOR FF 0000.0
DURING THE GRADING PHASE. � �I 27.80 N �� ^� ' �� �
a � � 24.5 � -�
�- M0 `�' I CRAWL SPACE UNDER TRAILER - CS
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, / FIRE HYD. PER 26.168W 26.026W 26.00BW 25.828W � 25. 58W � 5.59BW 25.528 N N
0
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF \ -- � WATER SERVICE yy
LD06-079C0 �
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. Q � 6. 10T� h N 0 25.38TC 25.32TC 25.32 C�
0 '� � r - � 2 N -.98�1�- 24TS2��- 24:82 �� �� I'' SEWER SERVICE g
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � 25.70FL
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. T� � LOT LINE I � �� U
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS //
O � \ � 10TH 2 � `n 8 SEWER PE DRIVEWAY
� - 25.a3� TC � � 606-2300 SLOPE
N CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 25.70FL N 0.5� '' � • 25.03FL 4.84FL _ Y _
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � � �
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 26.038W 25.83BW � 2�,748Yy N I � �� � LOT NUMBER 11
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � � AND
AFE E PAN � 30 STORM DRAIN
rA � N'� 25. 6BW � 2 � 26.56FS I _ INVERT ELEVATION
APPROVE PLACEMENT OF FILL. � 6.60FG STEPS 25 44TC I PER LD06I) 057C0 �N INV
a 2x6/ � (TYP N
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES � �`Jv � 27.03TC �15'�� 2 - \ � "�� 24.3 23.9 26.76 26.60 � 8" WATER P BACKWATER VALVES
r cv ES BW
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING \ v 26.53FS � ' �' � � � F�5 14 LP-CS FS FS-CS F� 25,42 - 25 3 �-L006-079' 01
\ \ � f " ' 27.75FS 27.89FS "� C 8AlEg'TRAI�,,,ER 25,g AMOUNT OF EXTRA DEPTH
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING � � �, o �� a - a � 2� 8w � Q
GRADING OPERATIONS. � L26c° °� 1
... .73TC . fy� Q 4x EP 4x6 TE � cn � `° � �.' ,G`� $�
D ,��, FFs11?Z8.8 �C�. 17.02 - -�- - - - FOOTING REQUIRED
� � � J 26.53FS � � '-
� - � �Q Q civ t� � � 20.49' � PE�1028.8 c� 1 .035
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � f � ? FFs1028.1 Q N 24.3 26.76 24.3 EXTRA DEPTH FOOTING
� j 3 i 48 PE�1027. ca c�� 8
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS � \ � - FS-CS FS FS-CS cv�,.. 25,48
IIIWOOD FENCE PER LANDSCAPE
(1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED � � 3e � �' � 26.80FG 26.68FG 97___ft_ryBW ' ARCHITECT PLAN
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � --- , I �. 13' � '�5F 27.90FS 1111 � � 12 � 16 � ...-
c•� 1x3 ST 2X6'STEPS Q.O Gj°� - 26.72FS i�, 1�0�. 2 ,25FS G 3 2790. / - - -' � � BLOCK WALL PER LANDSCAPE r �• �.
SLOPES OVER 30' IN VERTICAL HEIGHT. N 2� N N �� �
26.97TC � _ � '� � �,,1�� �`«� � 28.6 9� .20 12 I�� ( ARCHITECT PLAN
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION GF- GF~ GF= 6F�� � � EOP °c3
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION � � I G 7 W 24 ,STORM DRAIN MODELS FENCING PER LANDSCAPE
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 26.47FS `� 8 5 TYP. �. R �L006-057C0 ARCHITECT PLAN
� � � � , 027.6 1027.67 1027.67 1 27.67 �� 25.49k
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT \ � - - 27,g g � STREET
GROUND SHALL BE GIVEN. RCWD FACILITY \ � \ I � � FG 10 q 1 ' 13 � 09 1 �
o 2 .27TC - 6 �. a
NOT A PART 2 .77F5 27.5 _ 26.�9 26�21 � 26.02 � � 5' 12' 12' S'
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENT�� 1,'L ��.� FG `� FS FS 1 I FSTG_B �4 t5 JOIN � X. I I co°� 4 � o� LTE L SIDEWALK SIDEWALK
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE � i 2.0� ___ ��`"� I � _ � �.p% _ � � � � +9 �Q
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE S�P�' WOOD FENCE PER LANDSCAPE � N 26.37 7 �-'' - N I �
STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � ARCH. PLAN (TYP, ) 27,5 � �? FL HP 3 � � 1 `25.77FL_ , � OR EW Y I I � � \
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. FG - N� 6 (TYP.`) � i 2 �- ( 1 .5'
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. L I ROLLED �
\ � � � ROLLED
N � b � 9 b b 25 31 , I CURB 5' SIDEWALK
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO \ o � 27.5 �w� - 7 5 �,�, w � TYP. �,� 3 � � � ` I CURB �
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. `-' w
20 0 20 40 0`� � �' 0° .� � SEC TION A-A -'
F
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A I C LIMITS OF � � � � " 26'6 ~ 8 � 26.�� c`n•, � Q
� GRADING (TYP. j � � c^v� E� � E0� I I NOT TO SCALE �
PUBLIC RIGHT-OF-WAY. ,
4 � CONSTRUCTION NOTES °'
QUANTITY KNITS
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIVE THE APPLICANT SCALE: 1 "=20' 28.0 �v� � � , ar , ,� i , ;� , , � , , � ; � ; , � � ; f-
Q
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS � F � �* --rl•-=- = .�._.; - c� rn �1 CONSTRUCT 3" A.C. OVER COMPACTED FILL (>90%, >95! TOP 1 .0' OFDIS �
27, 1 27. 17
N ori SUBGRADE) OR AS RECOMMENDED BY SOILS ENGINEER `�o628 S.F.
COVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 27, � r 27 1 � N �
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG FG FG �' 2 CONSTRUCT CONCRETE SIDEWALK �
Q (WIDTH PER PLAN) PER CITY OF TEMECULA o
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE STD. 400 & 401 1 ,635 S.F.
o
AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OFEl d-
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
MISS `- I� � DATA TABLE QQ PAINT 4" SOLID WHITE PARKING LANE 318 L.F. J
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE �tl� - _ - - - � - - - - - - - � - - -- - 4 PAINT SOLID BLUE HANDICAP W
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. � � �ar Q DICAP PARKING SYMBOL 1 EA. o
11 - - 9
� , 16.60TG ��� qprp 26 ml
60TG-�- _ ,- -�-� \� ` � BEARING/DELTA RADIUS LENGTH TANGENT 5 PAINT � �
O 4 SOLID BLUE HANDICAP STRIPE � 2.0 O.C. 1 EA. �
X34 L-40 - 25.49INV L=35' -. C,e i ` 1 N36°23'48"E -- 2.92' -- �
S=O 0082 §�O.0082 S=0.008 - 2 90°00'00" 3.00' 4.71 ' 3.00' Q6 PAINT WHITE 12" HIGH LETTER STATING to PARKING" I N ACCESS AISLE �
6.6076 - -- -� �� __ �� -�Q= � 9 3 N53°36' 12"W -- 15.00' -- ADJACENT TO DISABLED ACCESS PARKING VISIBLE TO PARKING OFFICIALS � EA.
NOTICE TO THE CONTRACTOR - N - aj:3 g -- 9 >> - �
- -' - - � 25.30TG � 4 N36°23 48"E -- 65.50 --
� >>4,99M 5 N53°36' 12' W -- 15.00' �7 INSTALL WHEEL STOPS (TYP. ) 13 EA. �
00
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR � _ W
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE � � D �� 26.70TG � � I I 6 90000�00�� 3.00' 4.71 3.00' 8O INSTALL REDWOOD HEADER 267 L.F. �
25.32TC �� 7 N36 23 48 E -- 5.00 0
AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, FFa1027.87 ���pZrJ,g� 24.97INV �� �
EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER j PE=1027.0 s ' 8 N53°36' 12"W -- 24.00' -- U9 INSTALL 4 PVC SCHEDULE 40 149 L.F. �
D I STR I C'T DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR � ��'� L=5' � I � � ,L
L=g' � 9 N36°23'48"E -- 5.00' 10 CONSTRUCT PRIVATE DRAIN THROUGH 6" CURB PER CITY OF TEMECULA STD. N0. 303
COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUNDK S=U.010 I OW I"1 - 10 90°00'00" 3.00' 4.71 ' 3.00'
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE DRAINAGE FOR BLDGS. �8 �t 3O 11 N53036� 12W -- 20.00' -- 11 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENTCONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO6 EA. W
PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. LEGAL DESCRIPTION 12 N36 23 48 E -- 71 .42' -- �2 INSTALL 4" SEWER LATERAL PER EMWD STD. SB-177 23 L.F. °Of
-
13 N53°36' 12"W -- 15.00' --
THAT PORTION OF PARCEL 1 , AND PARCEL 2 OF PARCEL MAP 14 90000000#f3.00' 4.71 ' 3.00' 13 INSTALL SEWER END PLUG �
15 N36°23'48"E -- 2.92' 7 EA. z
6 AS SHOWN BY PARCEL. MAP ON FILE I NBOOK 34, PAGES BASIS DF BEA RINGS o
34 AND 35 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, 16 N36°23'48"E -- 5.92' 14 INSTALL SUBMERSIBLE PUMP (PROVIDED BY DEVELOPER) 1 EA. <
PLANNING ■ DEBION ■ CONSTRUCTION CALIFORNIA. EXCEPTING THEREFROM ANY PORTION LYING THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE DEVELOPER / OWNER �
WITHIN PARCEL MAP 15568, RECORDED IN BOOK 85, PAGES 37 BETWEEN STATIONS "TRAK" AND "S103" (POSITIONS PER BUILDING AND SAFETY J
AND 38 ON PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY. NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS SHOWN H ORTON CONTINENTAL REVIEWED FOR COMPLIANCE WITH i
40810 CQUNTY CENTER DRIVE 2280 WARDLOW CIRCLE, SUITE 100 0
■ ■ ■ PARCEWL 1 ,2, AND 3 OF PARCEL MAP 15568 AS SHOWN BY MAP ON THE MAP FILED I N BOOK 102, PAGES 50 THROUGH 65 OF ASSESS TITLE 24 DISABLED ACCESSIBILITY ONLY z
TEMECULA,CALIFORNIA 92591-4679 ON FILE I N BOOK 85 PAGES 37 AND 38 OF MAPS, RECORDS OF RECORDS OF SURVEYS I N THE OFFICE OF THE COUNTY RECORDER CORONA, CA 9288a ORS PARCEL NUMBER:
C D N S U LT 1 N D 951.676.8042 ■ FAX 951.6767240 • www.�eF.com Q
RIVERSIDE COUNTY, CALIFORNIA. OF R 1 VERS I DE COUNTY, CALIFORNIA, BEING N 30058' 16. 1 0" W. TEL: (951) 272-9000 FAX: (951) 372-9504 961-010-016, 18 THRU 21 APPROVED BY: Z �1,07 �
LD06-197GR NAME DA� o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Q
SCALE Q�pFESS/pN' �
� MT RECOMMENDED BY: DATE: Z3/o7 CITY �OF TEMECULA DRAWING NO.
A 2�� BRASS DISK IN CON. CYLINDER, 1 MILE SOUTH �0 � �, MPB MPB DEPARTMENT OF PUBLIC WORKS
�
CONTRACTOR OF TEMECULA. STAMPED 600-6-81 (RESET) DATED HORIZONTAL ,`�� �`���' jy�,�� �, PLANS PREPARED UNDER THE SUPERVISION OF op
9-13-82 W/ ELE 997.621, ESTABLISHED BY RIVERSIDE ,r > y g o
INSPECTOR COUNTY SURVEY GATED APRIL 6, 1981 (SET). INSIDE AS NOTED W No.43090 � ACCEPTED BY: - �� DATE: 3� r-a� ,� 0 7 TRACT NO. 31946
FREEWAY R/W AT THE SW CORNER OF THE INT. Of HW � �+
� Exp. 3/31/08 DATE: 2 �' � WILLIAM G. HUGHES �'R G� TEMECULA LANELn
79 AND INTERSTATE 15E, 300 W OF OVERPASS BRIDGE, M CH EL A. T MAN DIRECTOR OF PUBLIC WORKS/CITY I TY ENGINEER .01I
DATE COMPLETED 87.9' SE OF BEGINNING OF 6' FREEWAY R/W FENCE, 2' VERTICAL JJ, C/y��, �� g :r'"' .,. .;'r-
NOF FREEWAY R/W FENCE, 76.4 SOF LIGHT POLE. ' QQy' " > � REFLECTIONS, ENCLAVE MODELS AND �
AS NOTED if 4f ch R.C.E. NO. 43090 EXPIRES: 3-31-08 R R.C.E.C.E. NO. 36617 �'°�a���::�:tse9:�:�:���fi PAVILION SALES TRAILER a
EXPIRES: 6-30-08
���'"`'°v PRECISE GRADING PLAN SHEET 1 of 1 i