912q_grBUILDING
LINE -
EXTENDED FTG. DEPTH �
TO BE SHOWN ON PLAN
HOUSE PLOTS
N.T.S.
P.L.
5' MIN. �--- 5' MIN.
2' TYP.
I
C.L. SWALE ( C.L. BINDLE BUILDING
LINE
1 4#- I PAD
a" L '-_2X MIN.
2% MIN. 0.3 MIN.
20% MAX.
20% MAX.
S/DEYARD SWALE DETAIL
N. T. S.
F. L. TO P.L.
IS 2' TYP.
UNLESS SHOWN
OTHERWISE
2
0
Cld
0 OIg
FINISHED FLOOR =
PAD +0.5'
PAD ELEV. _
H. P. + 0.3'
N
TYPICAL LOT DR4/NAGE
N.T.S.
Underground Service Alert PLA^ pREPAwD BYr
Call: TOLL FREE
Q ENG//VEERS
1-800 CIVIL ENGINEERING SURVEYING PLANNING
6820 AIRPORT DRIVCA 2504
227-2600 TEL: 909) 688-024E, FAX• (9/09RDE) 68890599
DATE
TWO WORKING DAYS BEFORE YOU DIG OWER TIE SUPERYIBIONOF.R.C.E. 5S390 09 0/ 9
TRACT
GUTTER
CURB
R/W
F.L. IS TOE OF
SLOPE (TYP.)
5' MIN.
PRECISE
No. 27945-1
GRADING PLAN
BENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD:
100' +/- ELY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY
STREET; 2' +/- W'LY OF P.P. #10175; 4.5' +/- E'LY OF THE CENTERLINE OF
A DRAINAGE DITCH; 7' +/- N'LY OF THE N'LY EDGE OF A CONCRETE CULVERT; 7'
+/- N'LY OF THE ETW OF LEROY STREET,- 17' +/- W'LY OF A 5' HIGH CHAIN
LINK FENCE CORNER, 73'+/- SE'LY OF P.P. #20801; 171' ELY OF B.M.
S316, A BRASS DISK STAMPED 5316 1935 RESET 1965.
ELEV. = 907.5180
INDEX MAP
0 100 200 300
SCALE 1N FEET 1" = 100'
REVISIONS
LEGEND
T C.
= TOP OF CURB
T. B.
= TOP OF EARTH BERM
G.B.
= VER77CAL GRADE BREAK
E.P.
= EDGE OF PAVEMENT
F. L.
= DRAINAGE FLOW LINE
F. S.
= FINISH SURFACE
F.F.
= BUILDING FINISH FLOOR
C.L.
= CENTER LINE
P.l.
= VERT. INTERSECTION POINT
F.G.
= FINISH GROUND
DAYLIGHT UNE
= BLOCK WALL
= RETAINING WALL
-0-
= WROUGHT IRON FENCE
WOODEN FENCE
-X-
= CHAIN LINK FENCE
- EXTENDED FOOTING
x.x x.x
DESIGNED Br : BW/JS DpAwN Ery ; R. H.
APPR.I DATE
CHECKED BY : J. W.S.
COUNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19 _
"J3
L E G A L D E S C R I P T I O N
LOT 9 OF TRACT NO. 22335, RECORDED INMAP BOOK 212,
PAGES 71 THROUGH 75, O.R. RIVERSIDE COUNTY,
GENERAL NOTES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE APPENDIX CHAPTER 33,
AS AMENDED BY ORDINANCE NO. 457.
2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUC770N/GRADING.
3. DURING ROUGH GRADING OPER4TIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES, TEMPORARY DR4INAGE CONTROL SHOULD BE PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5. NO RLL SHALL BE PLACED ON EXIS77NG GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
WEEDS, DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL,
6. MAXIMUM CUT AND RLL SLOPE = 2.1.
7. STABILITY C.ALCULA77ONS WITH A FACTOR OF S4FETY OF AT LEAST ONE AND FIVE TENTH (1.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR
CUT AND FILL SLOPES OVER 30' 1N VERTICAL HEIGHT.
8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER
5' HIGH.
9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS ALONG THE TDP OF CUT
SLOPES.
10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS
THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF
0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
11- "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED."
12. ALL EXISTING DR41N4GE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER
FOOT FOR A MINIMUM OF 3'.
14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PR07ECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH ORDINANCE N0. 457 PRIOR TO FINAL GRADING INSPECTION.
15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA
ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL
HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR
SHRUBS NOT TO EXCEED 10. OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15'1N
ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT
SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM, SLOPES EQUAL TO OR LESS THAN
4' MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO
MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE
PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10.
16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIG4TION BY GEOSOILS - REP. NO. 2169-A, DATED:
JAN. 13, 1997 TWO SETS OF THE FINIL COMPACTON REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDA77ON DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
WITH THE RECOMMENDATIONS OF THE SITE INVESTIG477ON REPORT
17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED,
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE
APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT
OF FILL MATERIAL.
18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO
SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER I' DEEP.
19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'.
20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CER77FIC477ON OF COMPLETION OF ROUGH GRADING 1N
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPE077ON AND
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION,
AND LOCATION OF CUT/RLL SLOPES.
21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFIC477ON OF
BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA77ON (WITH
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA77ON WITH RESPECT TO ADJACENT
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
BE GIVEN.
22, A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CER77FIC477ON OF COMPLETION OF FINAL GRADING IN
ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED
GRADING."
23. THE CONTRACTOR SHALL N077FY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRITTEN
CERT7FIC977ON OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED
PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING.,
24. CONTRACTOR SHALL N077FY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT
1-800-227-2600.
OWNER
CENTURY CROWELL COMMUNITIES -
1535 SOUTH 'D' STREET, SUITE 200
SAN BERNARVINO, C4. 92408
SOILS ENGINEER
GEO SOILS, INC. - is
24890 JEFFERSON AVENUE
MURRIETA, CALIFORNIA 92564
PHONE NO. (909) 677-9651
EARTHWORK. • �R of 3 oA'1-7
QUANT777ES ARE FOR BONDING/PERMIT PURPOSES ONLY
1050 C.Y. CUT/FILL
NOTES: i. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND
SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
TO THE COMMENCEMENT OF WORK.
2. THE EARTHWORK WILL BALANCE ON THIS S1
J. ALL LOTS WILL REQUIRE POST TENSION SLABS PER COMPACTION REPORT
PREP. BY GEO SOILS DATED: SEPT 17, 1997
PROJECT NOTES
1. ALL PROPOSED WALLS SHALL BE CONSTRUCTED
PER SEPARATE PERMIT
2. ALL FINISHED FLOOR ELEVA77ONS SHALL BE 6' ABOVE
THE PAD ELEVATION UNLESS OTHER NOTED.
TOPOGRAPHY SOURCE
AERAL TOPO BY INLAND AERIAL SURVEYS INC.
5826 MAGNOLIA AVE.
RIVERSIDE, CA. 92506
DATED: 9/5/95
24 HOUR EMERGENCY NUMBER
GARYINTRAUB 909-381-5761
1535 -D STREET 1 200
SAN BERNARDIN0, CA. 92408
NOTE.•
(N-0-0 FROM THE STATE WATER RECOURSE BOARD HAS BEEN ACQUIRED
AND IMPLEMENTA770AI OF SWWPP IS REQUIRED.
PREC/SE GRADING PLAN
TRACT No. 27945-1
SCHEDULE A
LOT 3
LOG NO. BGR XXXXXXXX
PREPARED FOR. CENTURY CROWELL COMMUNTIT)ES
HORIZ. SCALE : AS NOTED VERT. SCALE : N/A SHEET 1 OF 2
912- Q
40 0 40 80 120
Scale 1 " = 40'
Underground Service Alert PLANS PRE?ARFDBY7
Call: TOIL FREE 02
Aff Ar 43 1 At m z R S
1-800 CIYIL ENOINEERINO•S1/RYE1'INO•PLANN/NO
422-41,336820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL; (909) 688-0241 • FAX (909) 688-0599
DATE.,
TWO WORKING DAYS BEFORE YOU DIG VM -R RdESi.PERV/StM F ptc.." 53390 05130129
BENCHMARK:
SEE SHEET 1
E L E V A T I O N
SEE SHEET 1
h
2
Foy L o T 3
C
COUNTY OF RIVERSIDE PREC/SE
DEPARTMENT OF BUILDING & SAFETY TRA C T
APPROVED 19
SECTION D—D
NOT TO SCALE
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
SECTION A—A
NOT TO SCALE
GRADING PLAN
No. 27945-1
SCHEDULE A
LOT 3
BROWN CANYON CHANNEL
LOG NO. BGR XXXXXXX
NARK REVISIONS SPR• oat aY: PREPARED FOR: CENTURY CROWEL.L COMMUNITIES
OESIGNEO SY : BW JS DRAWN er : R. H. CHECKED BY: J.W.S. HORIZ. SCALE : 1 " = 40' VERT. SCALE : ISI/A SHEET 2 OF 2
d3• Fle name. E.•\CAD\DRA1+ING\CENTCROW\5263\PLOTSHT2
y
HOUSE PLOTS
N. T.S.
TRACT
PRECISE
No. 27945-1
GRAD/NG PLAN
caw 110" DIRT
• / .c,� L i7 II
• mss''•
GUTTER
CURB
R/W
F.L. IS TOE OF
SLOPE (TYP.)
5' MIN.
Qr,
F5
INDEX MA P
0 100 200 300
SCALE IN FEET 1 " = 100'
L E G A L D E S C R I P T I O N
LOT 9
OF TRACT NO.
Z
RECORDED INMAP BOOK 212,
PAGES
71
THROUGH
75,
O.R.
F. L. TO P. L.
G
E
IS 2' TYR
A
L
UNLESS SHOWN
5.
NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
P.L. OTHERWISE
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
6.
MAXIMUM CUT AND FILL SLOPE = 2:1.
o�
STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR
5' MIN. -�' 5' MIN.
8.
O
2' TYp
5' HIGH.
FINISHED FLOOR =
BUILDING ' C.L. SWALE BUILDING
PAD +0.5'
C.L. SWALE I
LINE -�
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1X IF CUT OR FILL IS LESS
THAN 10, 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF
PAD ELEV.=
PAD ._...�_
NO OBSTRUCT70N OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMI7E0.'
H. P. + 0.3'
P
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
EXTENDED FTG. DEPTH MIN.
0.3' FAIN.
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPER77ES DURING GRADING OPERA77ONS.
13.
22%%
TO BE SHOWN ON PLAN 2X MIN. MAX.
FOOT FOR A MINIMUM OF 3'.
20% MAX.
CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VER77C.4L HEIGHT SMALL BE PLANTED
A
SIDEYARD SWALE DETAIL
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
N.T.S.
EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA
• mss''•
GUTTER
CURB
R/W
F.L. IS TOE OF
SLOPE (TYP.)
5' MIN.
Qr,
F5
INDEX MA P
0 100 200 300
SCALE IN FEET 1 " = 100'
L E G A L D E S C R I P T I O N
LOT 9
OF TRACT NO.
22335,
RECORDED INMAP BOOK 212,
PAGES
71
THROUGH
75,
O.R.
RIVERSIDE COUNTY,
G
E
N E R
A
L
N O T E S
1.
ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33,
AS AMENDED BY ORDINANCE NO. 457.
2.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
J.
DURING ROUGH GRADING OPER4TT0NS AND PRIOR TO CONSTRUCT70N OF PERMANENT
DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
4,
DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5.
NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
6.
MAXIMUM CUT AND FILL SLOPE = 2:1.
7.
STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR
CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
8.
PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER
5' HIGH.
9.
PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG THE TOP OF CUT
SLOPES.
10.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1X IF CUT OR FILL IS LESS
THAN 10, 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF
0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
11.
NO OBSTRUCT70N OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMI7E0.'
12.
ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTIONN,
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPER77ES DURING GRADING OPERA77ONS.
13.
FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2' PER
FOOT FOR A MINIMUM OF 3'.
14.
CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VER77C.4L HEIGHT SMALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
75.
EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA
ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL
HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR
SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN
ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT
SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN
4' MAY BE IRRIGATED BY HOSE 6l8 LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO
MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE
PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10.
16.
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION BY GEOSOILS - REP. NO. 2169-A, DATED:
JAN. I3, 1997 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
WITH THE RECOMMENDATIONS OF THE SITE INVES77GA77ON REPORT.
17,
IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED,
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE
APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT
OF FILL MATERIAL.
18.
ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO
SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER I' DEEP.
19.
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'.
20.
A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
L E G E N D
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUES77NO INSPEC77ON AND
ISSUANCE OF THE BUILDING PERMIT CERT7F7CA770N SHALL INCLUDE LINE, GRADE, ELEVATION,
T C. = TOP OF CURB
AND LOCA77ON OF CUT/FILL SLOPES.
T. B. = TOP OF EARTH BERM
G. B. = VERTICAL GRADE BREAK 21,
A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVA77ONS ARE REQUIRED, THE ELEVA77ON (WITH
E. P. =EDGE OF PAVEMENT
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
F. L, = DRAINAGE FLOW LINE
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
FS. = FINISH SURFACE
BE GIVEN.
F.F. = BUILDING FINISH FLOOR 22.
A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
C.L. = CENTER LINE
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN
PJ. = VERT. INTERSEC77ON POINT
ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED
GRADING,
F. G. = FINISH GROUND
---� = DAYLIGHT LINE 23,
THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRFITEN
CERnFICATION OF COMPLET70N OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED
= BLOCK WALL
PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING. "
= RETAINING WALL
-O- = WROUGHT IRON FENCE 24.
CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT
-[� = WOODEN FENCE
1-800-227-2600.
-X- = CHAIN LINK FENCE
OWNER
- EXTENDED FOOTING
CENTURY CROWELL COMMUNITIES
x.x x.x
1535 SOUTH 'D' STREET, SUITE 200
SAN BERNARDINO, CA. 92408
SOILS ENGINEER
GEO SOILS, INC.
24890 JEFFERSON AVENUE
MURRIETA, CALIFORNIA 92564
PHONE NO. (909) 677-9651
EARTHWORK:
QUANTITIES ARE FOR BONDING/PERMIT PURPOSES ONLY
1050 C.Y. CUT/FILL
NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND
SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
TO THE COMMENCEMENT OF WORK,
2. THE EARTHWORK WILL BALANCE ON THIS SITE.
J. ALL LOTS WILL REQUIRE POST TENSION SLABS PER COMPAC77ON REPORT
PREP. BY GEO SOILS DATED: SEPT. 17, 1997.
P R O J E C T N 0 T E S
1. ALL PROPOSED WALLS SHALL BE CONSTRUCTED
PER SEPARATE PERMIT.
2. ALL FINISHED FLOOR ELEVATIONS SHALL BE 6" ABOVE
THE PAD ELEVATION UNLESS OTHER NOTED.
T O P O G R A P H Y S 0 U R C E
AER14L TOPO BY INLAND AERIAL SURVEYS INC
5826 MAGNOLLA AVE.
RIVERSIDE, CA. 92506
DATED: 9/5/95
COUNTY OR RIVERSIDE
DEPARTMENT OF
BUILDING & SAFETY
APPROVe-ID
AWro% 4 611 I' `w pAils Sf1Hf io be con0nod b to
sperms Of,"anaP;xovaf cm, mvvkAmwnofOWof
the of ft Neta or aoumv furs. Thi sod
4 akm mull be kW an to ob wN oompWm .
Undwground *WCo Med PLANS PREPARM BYr
Call: TOLL FREE
ENQ/IVEER49
1-800 CIVIL ENGINEER/N0•8URVEY/NG•PLANNING
42Ll� 1 6820 AIRPORT DRIVE RIVERSIDE, CA 92504
TEL; rg-p�41 • F (: PO 1�6 14-0599
DATE; `L
TWO WORKING DAYS BEFORE YOU DIG LEER 1PTC.E. 1-53390 06130199
40 0 40
Scale 1 " = 40'
80 120
BENCHMARK: COUNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
SEE SHEET 1
APPROVED 19
E L E V A T I O N MARK REVISIONS APPR. DATE BY.
SEE SHEET 1 DESIGNED BY : BW SIS DRAWN BY : R. H. CHECKED W : J. W. S.
C
SECTION D—D
NOT TO SCALE
COUNTY OR #VVERSID,E
DEPARTMENT pF
BIJE! DING & SAFE'T11
APPROVED
N^ nW be CrxisvwW 10 —
to
be km on to Ift um ,,Owjw
SECTION C—C
NOT TO SCALE
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
' EXISTING I ' g
SECTION B -B
NOT TO SCALE
vAa
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
SECTION A -A
NOT TO SCALE
BROWN CANYON CHANNEL
BROWN CANYON CHANNEL
PRECISE GRADING PLAN 9�2�(
TRACT No. 27945-1
SCHEDULE A
LOTS 1, 2 & 4 -i8
LOG NO. 00423283
PREPARED FOR: CENTURY CROWELL COMMUNITIES
HORIZ. SCALE : 1 " = 40' VERT. SCALE : NIA SHEET 2 OF 3
File name: E\CAD\DRAWING\BRKFLD\27945\GRDSHT2
m
Scale 1 " = 40'
Undo ground •AWf PLAM PIIFFARE) BY,
���� ii Coy: TOLL FREE
1-800 �ELN,QR� aN AE,E PR MS
422-416820 AIRPORT DRIVE, RIVER CA 92504
TEL: (9' 41 A G 4 j 88-0599
DATE,
TWO WORKING DAYS BEFORE YOU DIG LNDFR TFE OF. ,
120
BENCHMARK:
SEE SHEET I
E L E VA TI O N
SEE SHEET 1
%MRK I REVISKMIS APPR. DATE
DESIGNED BY : BWILIS DRAWN BY : R. H. CHECKED BY : J.
CO UNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19 _
BY:
A
COUNTY OR RIVER41DE
DEPARTMENT OF
BUND SAFETYA
'w"O"4 +fintill not be
II for, or an uFs ' 3Mela any el 9f b be
01
N of to m9ais or Covf�, � ��'
�be kept oq BIe 06
SECTION D—D
NOT TO SCALE
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
SECTION A—A
NOT TO SCALE
BROWN CANYON CHANNEL
PRECISE GRAD/NG PLAN g/���
TRACT No. 27945
SCHEDULE A
LOTS 1, 2 & 4
LOG NO. 00423283
PREPARED FOR: CENTURY CROWELL COMMUNMES
HORIZ. SCALE : I" = 40' VERT. SCALE : NIA SHEET 3 OF 3
File name: E.-\CAD\DRAWING\BRKFLD\27945\GRDSHT2
If/
/f
f
0 40
80
Scale 1 " = 40'
Undo ground •AWf PLAM PIIFFARE) BY,
���� ii Coy: TOLL FREE
1-800 �ELN,QR� aN AE,E PR MS
422-416820 AIRPORT DRIVE, RIVER CA 92504
TEL: (9' 41 A G 4 j 88-0599
DATE,
TWO WORKING DAYS BEFORE YOU DIG LNDFR TFE OF. ,
120
BENCHMARK:
SEE SHEET I
E L E VA TI O N
SEE SHEET 1
%MRK I REVISKMIS APPR. DATE
DESIGNED BY : BWILIS DRAWN BY : R. H. CHECKED BY : J.
CO UNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19 _
BY:
A
COUNTY OR RIVER41DE
DEPARTMENT OF
BUND SAFETYA
'w"O"4 +fintill not be
II for, or an uFs ' 3Mela any el 9f b be
01
N of to m9ais or Covf�, � ��'
�be kept oq BIe 06
SECTION D—D
NOT TO SCALE
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
SECTION A—A
NOT TO SCALE
BROWN CANYON CHANNEL
PRECISE GRAD/NG PLAN g/���
TRACT No. 27945
SCHEDULE A
LOTS 1, 2 & 4
LOG NO. 00423283
PREPARED FOR: CENTURY CROWELL COMMUNMES
HORIZ. SCALE : I" = 40' VERT. SCALE : NIA SHEET 3 OF 3
File name: E.-\CAD\DRAWING\BRKFLD\27945\GRDSHT2
ONTARIO AVENUE
CLAY CANYON DRIVE
S/TE
/V/TY A/.4 P
N.T.S. ss
P.L.
I
J2I f
C.L. SWALE ( I C.L. SWALE
PAD I MAX' I PAD
SIDEYARD SWALE DETAIL
N. T.S
F.L. TO P.L.
IS 2' TYP.
UNLESS SHOWN
OTHERWISE
PAD ELEV. =
H. P. + 0.3'
TYPICAL LOT DRAINAGE
N. T. S.
TRA c r
ROUGH
GUTTER
CURB
R/W
No.
GRAD/NG
F.L. 15 TOE OF
SLOPE (TYP.)
5' MIN. SIDE -YARD SETBACK, c
15' PREFERED ON
GARAGE SIDE.
POO
Undwground Swvlco Alert PLAw PwPARm sy. BENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD:
Call: TOLL FREE 100' +/- ELY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY
STREET,- 2' +/- W'LY OF P.P.110175, 4.5' +/- ELY OF THE CENTERLINE OF
E N Q 114 E E R 3 A DRAINAGE DITCH; 7' +/- N'LY OF THE N'LY EDGE OF A CONCRETE CULVERT, 7
1i -S00 C1YIL ENGINEERING (S
,PURVEYING PLANNING +/- N'LY OF THE ETW OF LEROY STREET,- 17' +/- W'LY OF A 5' HIGH CHAIN
22 / -2600 TEL, 90 ) AIRPORT 86 024 DRIVE, �y
,'" f+V S 6 8 90599 LINK FENCE CORNER; 73'+1- SE'LY OF P.P. X20801; 171' E'LY OF B.M.
oArE• S316; A BRASS O1SK STAMPED 3316 1935 RESET 1965.
TWO WORKING DAYS BEFORE YOU DIG LMIDER W OF. R C'Fl 53390 06/30/99
27945 L EGA L DESCRIPTION
LOT 9 OF TRACT NO. 22335, RECORDED INMAP BOOK 212,
PLANPAGES 71 THROUGH 75, O. R RIVERSIDE COUNTY,
GEN ERAL N 0 T E S
INDEX
0 100
SCALE IN FEET
MAP
200 300
1" = 100'
N
4i'tg.
N
R/W
20' I 60'
5i -f 11
' MIN. 10' L 20'
2
ELEV. v
L E G E N D
T C.
= TOP OF CURB
T. B.
= TOP OF EARTH BERM
G.B.
= VERTICAL GRADE BREAK
EP
= EDGE OF PAVEMENT
F.L.
= DRAINAGE FLOW LINE
F. S.
= FINISH SURFACE
F. F.
= BUILDING FINISH FLOOR
C.L.
= CENTER LINE
P.I. =
VERT INTERSECTION POINT
F. G.
= FINISH GROUND
DAYLIGHT LINE
= BLOCK WALL
= RETAINING WALL
-El-
= WROUGHT IRON FENCE
----0-
= WOODEN FENCE
-X-
= CHAIN LINK FENCE
20'
RZW
10
20'
5'
m
ELEV. = 907.51 BO
TYPICAL UNDERCUT SECTION
CREST VIEW DR., GREEN TREE CT. &
CANYON VIEW DR.
N.T.S.
MARK REVISIONS APPR. I DATE
DESIGNED BY : BW/JS DRAWN BY ; R.H. CHECKED 9Y : ,J. W. S.
COUNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19
BY:
7. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33,
AS AMENDED BY ORDINANCE NO. 457.
2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
6. MAXIMUM CUT AND FILL SLOPE = 2:1.
7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR
CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT,
8. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER
5' HIGH.
9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG THE TOP OF CUT
SLOPES.
10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IX IF CUT OR FILL IS LESS
THAN 10, 2% /F CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWAL£S SHALL BE A MINIMUM OF
0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' 'FROM THE TOP OF CUT OR FILL SLOPES.
11. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.'
12, ALL EXISTING DRAINAGE COURSES ON 7 -HE PROJECT SITE MUST CONTINUE TO FUNCTION,
ESPECIALLY DURING STORM COND177ONS PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
73. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER
FOOT FOR A MINIMUM OF 3'.
74. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA
ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL
HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR
SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN
ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT
SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN
4' MAY BE IRRIGATED BY HOSE 616 LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO
MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE
PROVIDED WITH AN APPROPRIATE 84CKFLOW DEVICE PER U.P.C., CHAPTER 10.
16, ALL GRADING SHALL BE DONE IN CONFORMANCE W17H RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION BY JOHN R. BYERLY INC. - REP. No., 4037-0, DATED:
NOV. 19, 1996. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNa4770N DESIGN
RECOMMENDATIONS AND CERTIFICAT70N THAT GRADING HAS BEEN DONE IN CONFORMANCE
WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT.
17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED,
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE
APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT
OF FILL MATERIAL.
78. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO
SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER I' DEEP.
19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'.
20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CE977F1C4TION OF COMPLETION OF ROUGH GRADING /N
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND
ISSUANCE OF THE BUILDING PERMIT. CER77FIC4T7ON SHALL INCLUDE LINE, GRADE, ELEVATION,
AND LOCA77ON OF CUT/FILL SLOPES.
21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERT7FICATION OF
BUILDING PAD ELEVATION. WHERE SPECIF7C ELEVAT70NS ARE REQUIRED INE ELEYATTON (WITH
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVAT70N WITH RESPECT TO ADJACENT
GROUND SURFACE /S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
BE GIVEN.
22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN
ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED
GRADING. "
23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRITTEN
CERTIFICATION OF COMPLETION OF FINAL GRADING /N ACCORDANCE WITH THE APPROVED
PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING.'
24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT
7-800-227-2600.
OWNER
K. HOVNANIAN COMPANIES OF CALIFORNIA, INC.
3991 MAC ARTHER BOULEVARD, SUITE 300
NEWPORT BEACH, CALIFORNIA 92660
SOILS ENGINEER
GEO SOILS, INC.
24890 JEFFERSON AVENUE
MURRIETA, CALIFORNIA 92564
PHONE NO. (909) 677-9651
W. 0. 2169-A. i -SC DATED: JANUARY 13, 1997
EARTHWORK.
RAW CUT.' 86, 600 C.Y. RAW PILL: 81,520 C.Y.
NOTES: 1. THE EARTHWORK QUAN77TIES SHOWN ON THIS PLAN ARE FOR BONDING
PURPOSES ONLY. THE CONTRACTOR 1S RESPONSIBLE FOR
DETERMINING HIS OWN QUANTITIES FOR BID PURPOSES.
2. THE EARTHWORK WILL AN ON THIS IT .
P R O J E C T N 0 T E S
7. ALL PROPOSED WALLS SHALL BE CONSTRUCTED
PER SEPARATE PERMIT.
T O P O G R A P H Y S 0 U R C E
AERIAL TOPOGRAPHY PERFORMED BY INLAND AERIAL SURVEYS, INC.
5826 MAGNOLIA AVENUE
RIVERSIDE, CALIFORNIA 92506
TOPOGRAPHY DATED: SEPTEMBER 5, 1995
AS BUILT
ROUGH GRADING PLAN
TRACT No. 27945
SCHEDULE A
BEING LOT 9 OF TRACT 22335
LOG NO. 00423283
PREPARED FOR: K, HOVNANAN
HORIZ, SCALE : AS NOTED VERT. SCALE : N/A SHEET l OF 3
9/z - a"l- E: \...C\MlF ,211.\M
40 0 40 80 120
Scale 1 " = 40'
NO. 859
p ,� E11i �►,if14�+
Underground S"Ce Mod PLAW PREPARED BY: B E N C H M A R K
Call: TOLL FREE SEE SHEET I
EIV C3/NEERS
1-800 CIVIL ENGINEERING • SURVEYING • PL ANNING
2241 6620 AIRPORT DRIVE, R! R !DE 92504
TEL: (900241 x (9 8-0599 ELEVATION
DATE.
TWO WORKING DAYS BEFORE YOU DIG L10158 T> SEE SHEET 1
CO UNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19
NARK REVISIONS APPR. DATE
BY:
DESIGNED BY : BWI JS DRAWN BY : R. H. CHECKED BY : J. W. S.
CLAY CANYON DRIVE
RIV
LOT A
OPENSPACE
SECTION D—D
NOT TO SCALE
i C
SECTION C—C
NOT TO SCALE
R/W
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
SECTION B -B
NOT TO SCALE
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS,
PROTECT IN PLACE
^FV �fi 2�15'EXISTING
!N.
BROWN CANYON CHANNEL
BROWN CANYON CHANNEL
SECTION A —A
NOT TO SCALE
ROUGH GRADING PLAN
TRACT No. 27945
SCHEDULE A
BEING LOT 9 OF TRACT 22335
LOG NO. 00423283
PREPARED FOR: K. HONI IAN
HORIZ. SCALE : I" = 40' VERT. SCALE : NIA
1.00111, A 1011, File name: EAC
%ff4z 4b R
sHEET 2 of 3
ING\BRKFLD\27945\GRDSHT<
m
40 0 40 80 120
Scale 1 " = 40
THE
C
SECTION D -D
NOT TO SCALE
R/W
RIVERSIDE COUNTY RIGHT OF WAY
6' CHAIN LINK FENCE PER
BROWN CANYON CHANNEL PLANS.
PROTECT IN PLACE
rbc L 2 15' EXISTING Z
MIN.
BROWN CANYON CHANNEL
SECTION A -A
NOT TO SCALE
AS BUILT
INIAN
VERT. SCALE : N/A SHEET 3 OF 3
912 File name: E-\C4D\DRAWING\BRKFLD\27945\GRDSHT2