HomeMy WebLinkAboutLEMotocross.1 i u
ESTIMATE OF QUANTITIES
GENERAL NOTES NO. DESCRIPTION QL AN71TY UNIT
- - -
PRECISE GRADING PLAN 2 - - -
3
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CRY OF LAKE ELSINORE ORDINANCES N0.801
AND 802 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.CHAPTER 70. --
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR
TO ANY OPERATION.
I
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT AT
(1- 2 HOURS PRIOR GRADING.
4.DUST SHALL BE CONTROLLED BY WATERING. LAKE ELSINORE CHAMPIONSHIP
EARTHWORK QUANTITIES I �
5.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON PLAN. CUT FILL- CYS - CYS I
6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE CP AND SHALL NOT HAVE LESS THAN 9O%COMPACTION OUT THE FINISHED SURFACE. 0 ® OSST R A C7.FILLILL DS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE
LAYER A.S.T.M.D-1557-70 TEST METHOD.
MB. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED BY THE
GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL. _ C
9.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION Of GROUND � e
IS APPROVED BY SOILS ENGINEER. 2
¢ G7
10.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A
Z
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDNSIONS)AND EXPANSIVE G
CHARACTERISTICS OF THE SOIL LEGEND OF ABBREVIATIONS & SYMBOLS y
11,GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 03
TOP OF CURB C. `(100)_. EXIST. CONTOUR
A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO T.
`
ISSUANCE OF BUILDING PERMITS. F.L. FLOWLINE ELEV. -TOO- PROP. CONTOUR
12.THE GEOTECHNICAL REVIEW OF GRADING PLANS FOR XXX DATED:XXX I T.G. TOP OF GRATE ---- PROPERTY LINE '
PREPARED BY XXX CONSULTANTS,INC.SHALL BE CONSIDERED A PART OF THIS GRADING PLAN G.B. GRADE BREAK - - - DAYLIGHT LINE
AND COMPLIED WITH. / F.G. FINISH GRADE 27 SHEET FLOW RATE
13.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: R.G. ROUGH GRADE - - GRADED SWALE
A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE
BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY INDEX MAP I F.S. FINISH SURFACE CENTERLINE
SUBSTRUCTURES. o°'Q
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, .2.� INV. INVERT OF DRAIN - - SWALE HIGH POINT
BENCHING AND FLLING OPERATIONS. P. PAD ELEVATION -" FLOWLINE -
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. F.F. FINISH FLOOR ELEV. SUBDRAIN
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ` tK G.F.F. GARAGE FINISH FLOOR __=L-_ AREA DRAIN I _
14,APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT \O B.V.C. BEGIN VERTICAL CURVE _ _ = TOP OF SLOPE I �-
ADJOINING PROPERTIES DURING THE GRADING PROJECT. \ E.V.C. END VERTICAL CURVE TOE OF SLOPE
15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE -�YY,� P.I. POINT OF INTERSECTION RETAINING WALL
RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY"S WORK. �'C� E.P. EDGE OF PAVEMENT FIRE HYDRANT
16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. T.W. TOP OF WALL ELEV. a-o STREET LIGHT
1 17.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 1 T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL
D.F. DEEPEN FOOTING d a ,y DEEPEN FOOTING
18.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. L. LENGTH °o< °o`` WATER METER I g
19.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING (� DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION -
OPERATIONS. N.T.S. NOT TO SCALE w ,. r DO
6' CHAIN LINK FENCE D
20.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACWTIES SHALL BE PROVIDED FOR ALL SLOPES IN
EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND J e I
SHALL BE IN ACCORDANCE WITH ORDINANCE NO, 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. !! _
NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND �.1V Z Z
IRRIGATION SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE '( C
WATERED AND MAINTINED UNTIL A COVER SATISFACTORY TO THE CITY 'Pip`RO^�°°r�mroH t _ s 5 C
IS ESTABLISHED. wucs I (0 A li)
21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND !N(E --� I \Q O _ 37
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY E IIORE u
FROM HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CITY OF _
LAKE !! (10
22.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIOR TO ELSINORE € ,r't/�
ROUGH GRADE APPROVAL - C7
23.APPROXIMATE DATE OF: BEGINNING OPERATION-UPON APPROVAL 8
COMPLETION - 60 DAYS PAST
24.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE SITE // , GRADING NOTICE:
PLACED IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION, 4�
MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. `t',, e�R �' 1. THERE SHALL NOT BE ANY FILL, EXCAVATION OR GRADING BELOW 4
25.ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN " ELEVATION 1246 FT. MSL OR WITHIN OTHER JURISDICTIONAL AREAS
INSPECTION BEFORE APPROVAL (WETLANDS AND/OR OTHER WATERS OF THE U.S.) WITHOUT OBTAINING
A 404 PERMIT. THIS PLAN DOES NOT PLAN ON FILLING ANY ELEVATION
26,A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. BELOW ELEVATION 1246 FT. MSL.
27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE
OF BEGINNING GRADING OPERATIONS. / / �• 2. THERE SHALL BE NO IMPORT OF EARTH FOR THIS GRADING PLAN
28,FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT VICINITY MAP / / BELOW ELEVATION 1260 FT. MSL, THEREBY MAINTAINING THE FLOOD
FOR A MINIMUM OF 3'.THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. ��v STORAGE CAPACITY OF THE LAKE ELSINORE BACK BASIN. THIS GRADING
29. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.DRAINAGE SWALES SHALL BE A , 5� PLAN SHALL BE IN CONFORMANCE WITH THE DEPARTMENT OF THE ARMY I.
MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. PERMIT NO. 88-00215-00-RRS AS MODIFIED ON DECEMBER 4, 1995.
30. PROVIDE 5'WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' \
HIGH.2'FROM THE TOP OF CUT OR FILL SLOPES. Cf\ I O
31. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. �-�� s c 30
32. NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL BE PERMITTED. 'P, GO x Z
d >
33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT TO i z G)
REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. S�,fO _ ` Z
NPDES PERMIT NO.: XXX DATE PERMIT ISSUED: XXX
e n s
34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING NOTICE TO CONTRACTOR UNDERGROUND SERVICE ALERT o
T
PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY V
0SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS COII:TOII FREE I s
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL N '
35.ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD PRIOR TO COMMENCEMENT OF WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 1-800 N
ANY CONSTRUCTION/GRADING. HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 422-4133 MAP DATE IDENTIFIER
REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS DATE OF LATEST CHANGE TO THIS MAP
36.THERE SHALL BE NO DIGGING BELOW ELEVATION 1246 PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE TWO WORKING DAYS BEFORE YOU DIG
OF THE OWNER OR THE ENGINEER. 10/03/97
"CAUTION": Remember that the USA Center DATE OF THIS PLOT
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE notifies only those utilities belongin9 to V
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION the center.Them could be other utilities 1 2 03 98
IN THE FIELD. pfeesent at the work site.The center will
m you of whom they will notify. I-
N
BENCH MARK REVISIONS: APPROVED PREPARED BY: CITY OF LAKE ELSINORE 0
Hunsaker & Associates
B.M. # E-4-70 gOFESSIO ✓✓✓ �- Of !
��OJOLpS SryyD l� e. I'wDiTt,e, Inc. PRECISE GRADING PLAN m"
330.0 FEET NORTH OF THE "T" INTERSECTION OF OLIVE STREET AND o F 2 UG SNY E R E. 24068 EXP. 12/31/97 PLannin En ering•Sume n 1 0
CRESENT AVENUE, 32.0 FEET EAST OF CENTER OF CRESENT AVENUE, v, 0 9 °= g• gins - 1
m DATE: Three Hughes,Inrine,CA 82718(714)SW3-iD7D
3.0 FEET SOUTH OF POWER POLE #1243 FEET SOUTHWEST a NO. 24068 LAKE ELSINORE CHAMPIONSHIP OF Of
OF POWER POLE #1796688F, 1.0 FEET WEST OF A MARKER POST, A E.P.12/31/97 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: TO O
BRASS DISK SET IN THE TOP OF A CONCRETE POST, AND MARKED u� r THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK SHEETS
ETS o�
E-4-70. 'yTE.CfVIL �� MARK DESCRIPnON JAPP .TECITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. 29920 CORTE CRUZADA ww
LL F
ELEV. 1271.178 CA DESIGNED BY: R.J.G. DRAWN BY: R.J.G. �a.,. f0[ a w.A /-4-99 MENIFEE, CA 92584 w
CHECKED BY: D.S. PROJECT MANAGER: D.S. ^��RAY O'DONNELL RCE # 26603 DATE: MAY 1997 (909) 672-8030 W.O. FOR: F.B. FILE NO.
L:\ELSINORE MOTO X\GRADING\RG\SHTOI.DWG
a�1
�ur
NOTE.
1. THERE SHALL BE NO DIGGING BELOW ELEVATION 1246
2. ACCESS ROADS, 22' WIDE — GRADES SHALL
FOLLOW NATURAL TERRAIN.
VARIES
1
6
6" 6"
f �G�
h GAP
z
D
z
TRACK SECTION — "WHOOPS"
N.T.S. TRACK SECTION — "TABLE TOP" '� o
BASE ELEVATION FOLLOWS NATURAL TERRAIN N.T.S. m
WHOOPS SHOWN ARE SIZED FOR MAIN MOTOCROSS TRACK
WHOOPS FOR "r TRACK (60cc/BOcc) WIL BE 25% SMALLER (24"X54")
WHOOPS FOR "PW TRACK (PEE-WEE) TRACK WILL BE 5OR SMALLER (16"X36")
I
- O
Ia
"s
Gz7
I if
m
s
g
D
a �� v
� � L7
I � Z
C
s rTT
m
x p
X
X
X
O
2
U
O Y
QU
C
H
REVISIONS: gPPROVED CITY OF LAKE ELSINORE
PREPARED BY: XX
ppOFESS/0 � Hunsaker & Associates zo
by . Irvine, Inc. p
MAP DATE IDENTIFIER �e°� 'S S"ro�`ey GLq NY .C.E. 2406B EXP. 12/31/97 p{anning•Engineering•S—eying PRECISE GRADING PLAN m� \
DATE OF LATEST CHANGE TO THIS MAP •P "
Z TAres Avghee,Irvine,CA 92718(714)583-1010
05/16/97 BY:R.J.G. N0. 24068 m DATE: OF
LAKE ELSINORE CHAMPIONSHIPir
DATE OF THIS PLOT EV.i2/31/97 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: j z
Z O3 9$ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK
�� CIVIL a" CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SHEETS o w
Tt, OR MARK DESCRIPTION 9Y APPR DATE 29920 CORTE CRUZADA N
OF CAEU DESIGNED BY: R.J.G. DRAWN BY: R.J.G. - - MENIFEE, CA 92584 oY
CHECKED BY: D.S. PROJECT MANAGER: D.S. RAY O'DONNELL RCE � 26803 DATE: MAY 1997 (909) 672-8030 W.O. FOR: F.B. FILE NO. 3 g
L:\ELSINORE MOTO X\GRADING\RG\SHT02.DWG
g��
INSTALL 6' CHAIN LINK
PERIMETER FENCING
ACCESS ROAD (22'TYPICAL)
31
22 O
?U
D g
b z
C
y w b CO
3o m
I
J
U ACCESS ROAD (22'TYPICAL)
QJ
U
E
cry 30' 1 80' 30,
O o
D
N I z
Q z
i z
m. m
0 0: m
m
U (U
Q
2
U I
?U
J
yI
VL
6
� Z
37/' 6c
/ - �- o NO x c
xX F
ACCESS ROAD (22'TYPICAL) yOP�%
x.
z
Ole
O()
MATS LINE SEE SHEET N0. 4 i
y
REVISIONS: APPROVED CITY OF LAKE ELSINORE
PREPARED BY: x in
x0
' .E. 24068 EXP. 12/31/97 Irvine, Inc.& A88'OCbOIt¢8 F-� o� DATE: G 3 E T I9"Mti'YL¢, I 030
OFESS� ..-
�. SAS SNY <
MAP DATE IDENTIFIER �� - - Planning•sngtneerittg•surveytttg PRECISE GRADING PLAN 3
DATE OF LATEST CHANGE TO THIS MAP y Arae Huglue,1nd—,CA 927/8(7/4)589-/O70
05/16/97 LOT R.J.G. N0. 24068
m LAKE ELSINORE CHAMPIONSHIP OF
DATE of This PLOT °` ExP•+z/aVa7 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: j i
1Z O3 98 si THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK 7 rN
MARK DESCRIPTION 8Y APPR DATE CITY STATE LAWS,AND A PERMIT CAN BE ISSUED. 29920 CORTE CRUZADA SHEETS Nw
OF CAQ DESIGNED BY: R.J.G. DRAWN BY: R.J.G. 7{a"' (J���,�N /-4-9`J MENIFEE, CA 92584 0
CHECKED BY: D.S. PROJECT MANAGER: D.S. RAY O'DONNELL RCE # 26603 DATE: MAY 1997 (909) 672-8030 W.O. FOR: F.U. FILE NO.
3
L:\ELSINORE MOTO )(\GRADING\RG\SHT03.DWG
I
MATCH LINE SEE SHEET NO. 3
J
I
DOUBLE
I
'a
Y t TABLE _ _Z
TOP n
h Dougtb
STEP s Z
UP C
a o 3
m
m
CHAMPIONSHIP
MOTOCROSS TRACK
i
zTAecE
J 2 TOP
2
Uu
TRIPLE I
ACCESS ROAD (227YPICAL)
z
J U
TRACK
U�
ENTRANCE
I � I
� C
Z
O C
N aYs 1p0S\�G $ M m
K A'OLE I n
U I
Q
T�CF. S•
4o
I
r I
r
DOUBLE
x� �Ltiry
- ey
PG I z
� O
o C
Z
cvi S a - g GD
•�,� Q l ao � � Z
1 � a T m
�GpyF. W
x I n
�aW X
X
•� X
O
Z
NCO
0
MATCH LINE SEE HEFT N,O., 5
PREPARED BY: CITY OF LAKE ELSINORE
REVISIONS: APPROVED BY: / Hunsaker & Associates
QPpFE55/ !/M CEIrvine, Inc. mo
MAP DATE IDENTIFIER Vie"° I'PS SNr°e� R R 24068 EXP. 12 31 97 PRECISE GRADING PLAN
/ / Planning•6ngineerting'Surveyin9 4 s
GATE OF LATEST CHANGE TO THIS MAP q Three Hughee,hums,CA 9271g(714)563-IDIO
05/16/97 BY:R.J.G. NO. 24068 m °ATE: LAKE ELSINORE CHAMPIONSHIP °F 0
E"p.12/31/e7 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: I z
DATE OF THIS PLOT 7 7
1Z O3 9S s THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK SHEETS 0�
r'+r QIVIL p+ MARK DESCRIPTION Rr APPR DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 29920 CORTE CRUZADA lw
F OFCALIFO DESIGNED BY: R.J.G. DRAWN BY: R.J.G. O /-L-!f MENIFEE, CA 92584 dw
CHECKED BY: D.S. PROJECT MANAGER: D.S. BRAY 'D-D ONNELL RICE # 26603 DATE: MAY 1997 (909) 672-8030 W.O. FOR: F.B. FILE N0. 3 g
L:\ELSINORE MOTO X\GRADING\RG\SHT04.DWG
�I I
M, TtH LINE SEE SHEET NO.
� I
I, 20, € c o
y C
W / T
Z
W C
nz
TRIPLE �. D)
m
TRACK "PIN'
MOTOCROSS TRACK
J
UL
I
�W Ux3C�
Duel �� II
i S�P��� � I
R WHOOP �t'Q��
SECTION
J
o
T Cl
I n
Jr
z
� z Z
DO
`ryti 9
s
o
--- -- TRACK f"
MOTOCROSS TRACK
h�
D
2 � v
/- r O
I Y o
i / z
_ 1I /��Z
1 EO
Y 1 n m
25' X
X
�--� X
H LINE SEE SHEET N 6 Xo
REVISIONS: APPROVED BY: PREPARED BY: CITY OF LAKE ELSINORE
QRpFESS/ Hunsaker & Associates Z o !
°+v Irvine, Inc o
MAP DATE IDENTIFIER �ea�` S"`aF^� Do S SNYD E�14068 EXP. 12/31/97 P6anning•6ngineeing•Surueying PRECISE GRADING PLAN mo
DATE OF LATEST CHANGE TO THIS MAP y O 2 DATE: ` Th—Hughes,Inrin9,CA 92718(71I)583-Ig10
LAKE ELSINORE CHAMPIONSHIP of
05/16/97 BY:R.J.G. NO. 24068 PREPARED FOR: j o
DATE OF THIS PLOT E.P.12/31/97 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7 a Z
1Z O3 9S THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK
�'lf.CIVIL ?P MARK DESCRIPTION gy Appq pATg CITY AND STATE/LAWS,AND A PERMIT CAN BE ISSUED. 29920 CORTE CRU2ADA SHEETS Nw
OF CALIF DESIGNED BY: R.J.G. DRAWN BY: R.J.G. �a.. (%�'Lpwri(iI /� ¢-It MENIFEE, CA 92584 DY
CHECKED BY: D.S. PROJECT MANAGER: D.S. TRAY O'DONNELL RICE # 26603 DATE: MAY 1997 (909) 672-8030 W.O. FOR: F.B. FILE NO. 3 S
L:\ELSINORE MOTO X\GRADING\RG\SHT05.DWG
""MATCH-11 '� SEE SHEET 5
X
UB s
STARTINC GATE
6-
2 �/ I ?
It
ZZ
z
co
m
04 ii 01-
-A A 0
LLJ z
c::
mnz
u
C/)
LLJ '&o
,TOCA-)
XC C-7
aj
INC,
z
C:
a
rn
CIO
m
x
x
x
x
0
Z
d
REVISIONS: APPROVED eY PREPARED BY: Hunsaker & Associatee CITY OF LAKE ELSINORE
0 ESS,
'o AS$
Irvine, Inc. mo
MAP DATE IDENTIFIER D0XZCAS 24068 EXP. 12/31/97 Pl—n-g-Enqi—ing-S—ying PRECISE GRADING PLAN 6
05/16/97 OF
DATE OF LATEST CHANGE TO THIS MA DATE: Three H.9h...hin.,CA 927fB(714)583-100
BY:R.J.G. NO. 24068 LAKE ELSINORE CHAMPIONSHIP
GATE OF THIS PLOT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: 70
THE AP w
12/53/98----] APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 7 'z
CIVIL MARK DESCRIPTION Ery APPIR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK SHEETS Nw
DATE 29920 CORTE CRUZADA
OF CAL%V DESIGNED BY: R.J.G. !DRAWN BY: R.J.G. /fo� MENIFEE, CA 92584
PROJECT
F.B. FILE �O.
oY
CHECKED BY: D.S. MANAGER: D.S. CRAY O'DONNELL RICE # 26603 DATE: MAY 1997 (909) 672-8030 W.O. FOR: 1 1 3:
L:\ELSINORE MOTO )(\GRADING\RG`NSHT06.DWG
FI I
J
J \
INSTALL 6' CHAIN LINK
PERIMETER FENCING
of
I
0
O v3
j
9 S z
-�.._ - ED
a Z z
ED
n
U
eW O
W
N,
clo
0.'
LQ z�
II .. ''W � g
_ ms
_ C^ Z
l ° C F z
DO
D
RDPD (Z�,,�p1cT''1
PCCE55
I
e�
J
MAIN GATE -" I �- a
....._... ACCESS ROAD (22
—.-'-" 'TYPCAL)
°
__ oa D
� z
CHAIN LINK n Z
PERIMETER FENCING C
s
--.N ITT
�^ p0 x
x
i x
1 x
x
yG� O
z
d
I
REVXW
ISIONS: APPROVE APPROVED CITY OF LAKE ELSINORE xN
PREPARED BY: x 0
PovessLo Hunsaker & Associates
4OQO�PS Sry c Irvine, Inc. K R ,
MAP DATE IDENTIFIER W�o� `o�F D LAS E. 24068 EXP. 12/31/97 Pl—ing•6ngineering•Su-.ying PRECISE GRADING PLAN mo
DATE OF LATEST CHANGE TO THIS MAP y -P G 7
n DATE: Thee H.gh-,Iwine,CA 92718(714)589-1010
05/16/97 BY:R.J.G. NO. 24068 of 0
�, ESP 1P711/97 A LAKE ELSINORE CHAMPIONSHIP
DATE of THIS PLOT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: 7 j i
1Z O3 9S THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: f=40' FROM THE SOURCE TECHNOLOGIES MOTOCROSS TRACK "�
+rf CIvLL O��r MARK DESCRIPTION By APPR DATE CITY AND STATF WS, AND A PERMIT CAN BE ISSUED. SHEETS ow
�CAUF �p 'n 29920 CORTE CRUZADA a
DESIGNED BY: R.J.G. DRAWN BY: R.J.G. sla^'- U� t� /-f-99 MENIFEE, CA 92584 OY
CHECKED BY: D.S. PROJECT MANAGER: D.S. �0'DONNELL RCE � 26603 DATE: MAY 1997 (909) 672-8030 W.O. FOR: F.B. FILE
L:\ELSINORE MOTO X\GRADING\RG\SHT07.DWG p
81 I