912y_grL E G A L D E S C R I P T I O N
LOT 9 OF TRACT NO. 22335, RECORDED IN BOOK 212,
PAGES 71 THROUGH 75, O.R. RIVERSIDE COUNTY,
P R O J E C T N O T E S
1. 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, CAUFORNIA 92506
TOPOGRAPHY DATED: SEPTEMBER 5, 1995
L E G E N D
T. C.
= TOP OF CURB
T. B.
= TOP OF EARTH BERM
G.B.
= VERTICAL 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
RL =
VERT. INTERSECTION POINT
F. G.
= FINISH GROUND
--�
= DAYLIGHT LINE
END
= BLOCK WALL
= RETAINING WALL
-p
= WROUGHT IRON FENCE
8.
WOODEN FENCE
-X
= CHAIN LINK FENCE
F.L. TO P.L.
IS 2' TYP.
UNLESS SHOWN
OTHERWISE
PAD ELEV.=
H. P. + 0.3'
�O
N
TYPICAL LOT DRAINAGE
N.T.S.
GUTTER
CURB
R/W
###
F. L. IS TOE OF
k SLOPE (TYP.)
#
5' MIN. SIDEYARD SETBACK,
15' PREFERED ON
GARAGE SIDE.
JOIN AT DOWNSTREAM
END (TYP.)
40. UPSTREAM
GRADING PLAN
JOIN EXIST.
2.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
60' DOWNSTREAM
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
GROUND (T
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
HORIZ. SCALE : 1 " = 40' VERT. SCALE : NIA
SLOPE VARIES
PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
4.
DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
1 FT NIGH SLOPE AT UPSTREAM
D
-
-
6.
0 FT HIGH SLOPE AT DOWNSTR
END
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
0100=7.5 cfs
R'
PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG THE TOP OF CUT
SLOPES.
010=4.5 Cfs
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1R IF CUT OR FILL IS LESS
THAN 10', 27S IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF
m
11.
'NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED."
12.
CONSTRUCT 25 LB. ROCK
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
4:1 SIDE SLOPES (2' DEEP)
Y
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 PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
15.
i
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
N
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
SECTION "H -H"
4' MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO
NOT TO SCALE
PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10.
R/W
60'
I �r ND, 10
TRAC r NO, 7733
CONSTRUCT CONCRETE
CUT OFF WALL
CONSTRUCT 25 LB. ROCK 0
RIP -RAP PAD WITH
BLANKET AND FILTER MATERIAL 4� y
4:1 SIDE SLOPES (2' DEEP)
ti
N ro
ROUGH
2`79`46� 79 27&46
GRADING PLAN
JOIN EXISTING RAMP
A
SECTION "G -G"
NOT TO SCALE
R/W
JL
TYPICAL FRONT YARD ROUGH GRADE DETAIL
N. T. S.
TYPICAL UNDERCUT SECTION
STREET 'A'; STREET "B"
STREET "C" & STREET "D"
NOT TO SCALE
P.L.
2'
C.L. SWALEI C. L. SWALE
I
PAD M I PAD
SIDEYARD SWALE DETAIL
N. T. S.
40 0 40
Scale I " = 100'
R
EXISTING RAMP
USE EXISTING RAMP FOR
x CONVEYING FLOWS
(5.4X)
Q 100=33.4 cfs
Q10=20.7 cfs
CONSTRUCT 25 LB. ROCK -
2:1 SIDE SLOPES (2' DEEP)
m
J
N
I
-CTION "F -F"
NOT TO SCALE
s
BENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD:
100' +/- ELY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY; s +
STREET- 2' +/- W'LY OF P.P.110175; 4.5' +/- ELY OF THE CENTERLINE OF Fw 4_314.9�4
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. 120801; 171' ELY OF B.M.
5316; A BRASS DISK STAMPED SJ16 1935 RESET 1965.
ELEV. = 907.5180
Underground Service Alert PLANS PWIEPAWIEDBY.• B E N C H M A R K
SEE ABOVE
Call: TOLL FREE
ENGINEERS
1-800 CIVIL ENGINEERING BURVErING 4ILANNIN0
227-2600 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL (9 0241} A ( 1 88-0599 E L E V A T/ O N
TWO WORKING DAYS BEFORE YOU DIG D nfFs��i�aF SEE ABOVE
M
JOIN EXIST.
GROUND (T
120
V t3,f +
CONSTRUCT 2' CONCRETE
CUT OFF WALL
CONSTRUCT 25 LB. ROCK -
RIP -RAP PAD WITH
BLANKET AND FILTER MATERIAL
2: 1 SIDE SLOPES (2' DEEP)
m
v�
ry
ry
-CT10 "E -E"
NOT TO SCALE
7010 OF- SLOPE
JOIN EXISTING RAMP
EL= (1001.58)
71_�_..
PROPERLY UNE
TR,I\Cr _NCI 22,339
SECTION 1-0"
NOT TO SCALE
SECTION "B -B"
NOT TO SCALE
MARK I REVISIONS APPR. I DATE
DESIGNED BY : BW/RH DRAWN BY : R. H. CHECKED BY : J. W.S.
FENCE PER LANDSr,4
ARCHITECT PLAN
R1017'7- OF WAY
0
G E N E R A L N O T E S
1.
ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CH. 33, AND AS AMENDED
GRADING PLAN
BY ORDINANCE NO. 457.
2.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
BEING
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
J.
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
HORIZ. SCALE : 1 " = 40' VERT. SCALE : NIA
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. Q STORM FLOWS, ALONG THE TOP OF CUT
SLOPES.
70.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1R IF CUT OR FILL IS LESS
THAN 10', 27S 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 DRAINAGE 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 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 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 INVESTIGATION BY GEO SOILS INC.. - REP. No., 2169 -A.1 -SC, DATED:
JAN. 13, 1997 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDAT70NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT.
77.1F
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 CERTIFICATION OF COMPLE77ON OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE ELEVATION,
AND LOCATION OF CUT/FILL SLOPES.
21.
A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION 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 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 IN 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
7-800-422-4133.
O WNER �"Q-1 NTY OR RIVERSWE
DFPAPTMEW OF
K. HOVNANIAN COMPANIES OF CALIFORNIA, INC.
JOIN ROAD AT
3991 MAC ARTHER BOULEVARD, SUITE 300_ ." $ !r
EXIST. SLOPE
NEWPORT BEACH, CALIFORNIA 92660 Ai ,_ --"VEG
SOILS ENGINEER��
EXIST.SLOPE
GEO SOILS, INC. uaa t,
,,-PAVING
(CONCRETE)
24890 JEFFERSON AVENUE `P""c'` 1url0"F"fk"Novisow,
am )WE'
MURRIETA, CALIFORNIA 92564 N Own UN A ur- iftP an vm lob urd OpIr"Oftw`
zztzz
PHONE NO. (909) 677-9651
W. 0. 2169-A. I -SC DATED: JANUARY 13, 1997
SECTION 'A -A"
NOT TO SCALE
COUNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19
BY:
EARTHWORK:
RAW CUT: 28,000 C.Y. RAW FILL: 19,000 C.Y.
NOTES: 1. THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING HIS OWN QUAN77TIES FOR BID PURPOSES.
ROUGH
GRADING PLAN
>0e
TRACT No. 27946- 11 27946
SCHEDULE A
BEING
LOT 11 OF TRACT 22335
SHEET 1 OF 2
PREPARED FOR: K. HOVNANIAN
HORIZ. SCALE : 1 " = 40' VERT. SCALE : NIA
File name: E\GAD\DRAWIN(7T"6\
i � ,
i ", l< , 1�
,��lls I
I , , I
i _�`,� i � TRA C T No. 27946— 1 27946
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9114 400-
L EGA L D E S C R I P TI ON 27946
LOT 9 OF TRACT NO. 22335, RECORDED IN BOOK 212,
o.
PAGES 71 THROUGH 75, O.R. RIVERSIDE COUNTY, TRA C T N 27946
PROJECT NOTES AS BUILT ROUGH GRADING PLAN
1. 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
L E
G E N D
T. C. =
TOP OF CURB
T. B. =
TOP OF EARTH BERM
G.B. =
VERTICAL 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
7.
DAYLIGHT LINE
=
BLOCK WALL
=
RETAINING WALL
p =
WROUGHT IRON FENCE
WOODEN FENCE
X =
CHAIN LINK FENCE
F. L. TO P. L.
IS 2' TYP.
UNLESS SHOWN
OTHERWISE
JOIN AT DOWNSTREAM
END (TYP.)
1f'
PAD ELEV.=
H. P. + 0.3'
TYPICAL LOT DRAINAGE
N.T.S.
OT i\10. 10
TRr\CT NO, 22335
GUTTER
CURB
R/W
F. L. IS TOE OF
SLOPE (TYP.)
5' MIN. SIDEYARD SETBACK,
15' PREFERED ON
GAR4GE SIDE.
60' DOWNSTREAM
SLOPE VARIES
1 FT HIGH SLOPE AT UPSTREAM
0 FT HIGH SLOPE AT DOWNSTRE
(4.8X)
0100=7.5 cfs
010=4.5 cfs
CONSTRUCT 25 LB. ROCK----
4:1
OCK)4:1 SIDE SLOPES (2' DEEP)
N
N
SECTION "H -H"
NOT TO SCALE
R/W
JOIN EXIST.
GROUND (T
END
�W
CONSTRUCT 2' CONCRETE
CUT OFF WALL ,y
JOIN EXISTING RAMP
k CONSTRUCT 25 LB. ROCK
RIP -RAP PAD WITH �0B�
x BLANKET AND FILTER MATERIAL
4.1 SIDE SLOPES (2' DEEP) iry
SECTION "G -G"
NOT TO SCALE
R/W
60, „
1 10' 20' 20' 10' -I Mm.
2 2
PAD ELE
1
1
'SL M 3
TYPICAL UNDERCUT SECTION
STREET "A" STREET "B"
STREET "C" & STREET
TYPICAL FRONT YARD ROUGH GRADE DETAIL
N. T. S.
NOT TO SCALE
P.L.
2I
CI I C.L. SWALE
C.L. SWALE
I
PAD I N j' I PAD
aT r
SIDEYARD SWALE DETAIL
N.T.S
CONSTRUCT 25 LB. ROCK -
2:1 SIDE SLOPES (2' DEEP)
40 0 40
Scale I " = 100'
EXISTING RAMP
USE EXISTING RAMP FOR
CONVEYING FLOWS
(5.4X)
Q 100=33.4 cfs
Q 10=20.7 cfs
m
N
I
N
:CTION "F -
NOT TO SCALE
M:/
JOIN EXIST.
GROUND (T
��/J
CONSTRUCT 2' CONCRETE -
CUT
OFF WALL
CONSTRUCT 25 LB. ROCK -
RIP -RAP PAD WITH
BLANKET AND FILTER MATERIAL
2:1 SIDE SLOPES (2' DEEP)
J-4
NO. 53390
* FXP. 6-30-99 *
ckw
55'
v�
r�
ry
N
T"
NOT TO SCALE
EXISTING CLF
JOIN EXISTING RAMP
(EL=(1001.58)
sem
TR,'\C7 ND, _223J-9
SECTION "D -D"
NOT TO SCALE
SECTION "B -B"
NOT TO SCALE
• 12" CANE ,y 2
SHOULD£
/wo`ip% Lir Awy
GENERAL NOTES
1.
ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CH. 33, AND 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 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 SUBM17ED 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. 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" 2X 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.
17.
"NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED."
72.
ALL EXISTING DRAINAGE 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.
73.
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 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 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 INVESTIGATION BY GEO SOILS INC.. - REP. No., 2169-A. 1 -SC, DATED:
JAN. 13, 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 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.
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 CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION,
AND LOCATION OF CUT/FILL SLOPES.
21,
A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION 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 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 IN 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
1-800-422-4133.
OWNER MJ.%VrY O
U':'-PAPTlYENT OF
K. HOVNANIAN COMPANIES OF CALIFORNIA, INC.I i �^ I NG & SAFETY
JOIN ROAD AT
3991 MAC ARTHER BOULEVARD, SUITE 300
301 ED
EXIST. SLOPE
NEWPORT BEACH, CALIFORNIA 92660
SOILS ENGINEER
EXIST.SLOPE
o+ c c^
AVING
GEO SOILS, INC. "
(CONCRETE)
24890 JEFFERSON AVENUE s
MURRIETA, CALIFORNIA 92564 ,
PHONE NO. (909) 677-9651
W. 0. 2169 -A.1 -SC DATED: JANUARY 13, 1997
SECTION ';4 -Am -
NOT TO SCALE
RAW CUT* 28,000 C.Y. RAW FILL: 19,000 C.Y.
NOTES. 1. THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING HIS OWN QUANTITIES FOR BID PURPOSES.
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S B U 1 L T 11-18-1997 Scale 1" 40'
Un&%round S"Ce A @rf PLAW PMEPARED BY., BENCHMA R K: COUNTY OF RIVERSIDE R 0 0 0 H G R A D/ N G P L A N
SEE SHEET 1. DEPARTMENT OF BUILDING & SAFETY TRACT No.
cai: TOLL FREE 27946-1, 27946
E IV O /NEER S APPROVED 19 - SCHEDULE A � dwy
1-800 CIVIL ENGINEERING • SURVEYING • PLANNING BE/NG LOT 11 OF TRACT 22335
2L��ZV00 6820 AIRPORT DRIVE, RI S!D , CA '2504 �c REVISIONS 1. DATE
TEL: (90 41 ( 688-0599 E L EVA T l 0 N By: PREPARED FOR: K° HOVNANAN
DATE:
TWO WORKING DAYS BEFORE YOU DIG lAtoEa rhES OF R 7 SEE SHEET NO. 1 DESIGNED BW/JS DRAWN Rr : R.H. CHECKED av : J.W.S. HORIZ. SCALE 1" = 40' VERT. SCALE N�A SHEET 2 OF 2
File name: E..-\CAD\DRAWING\BRKFLD\27946\46GRDA62