909aa_grI
I
F.L. TO P.L.
IS 2' TYR
UNLESS SHOWN
OTHERWISE
L E G A L D E S C R I P T I O N
BEING A PORTION OF LOT 7 AND A PORTION OF LOT 20 OF TRACT NO. 22335,
RECORDED IN MAP BOOK 212, PAGES 71 THROUGH 75, Q.R. RIVERSIDE COUNTY,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTH WEST CORNER OF SAID LOT 7,•
THENCE N 00804 21 ' E A DISTANCE OF 773.59 FEET;
THENCE S 8985539' E A DISTANCE OF 457.60 FEET;
TO A TANGENT CURVE CONCAVE TO THE SOUTH WEST, HAVING A RADIAL
BEARING OF S 00804 21 ' E HAVING A RADIUS OF 145.00 FEET THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 64027'04"
A DISTANCE OF 163.11 FEET ALONG SAVD CURVE, TO A TANGENT POINT HAVING
A RADIAL BEARING OF N 64031'25' E.
THENCE S 25028-J5- E A DISTANCE OFF 36.00 FEET,-
THENCE S 08018'40" E A DISTANCE OFF 151.05 FEET;
THENCE N 84049'12" E A DISTANCE OFF 203.71 FEET,•
TO A NON -TANGENT CURVE CONCAVE EASTERLY WITH A RADIAL BEARING OF N
85022'12" € HAVING A RADIUS OF 2789.00 FEET, THENCE SOUTHERLY ALONG SAID
CURVE, THROUGH A CENTRAL ANGLE OF 02041' COO' A DISTANCE OF 10.07 FEET
ALONG SAID CURVE TO A NON -TANGENT POINT HAVING A RADIAL BEARING OF
S 8204100" W,•
THENCE N 82041 OO' E A DISTANCE OF 106.87 FEET
THENCE N 01033'18' E A DISTANCE OF 120.69 FEET -
THENCE N 84043105' E A DISTANCE OF 92.00 FEET,•
THENCE S 38052'01' E A DISTANCE OF 154.25 FEET -
TO A NON -TANGENT CURVE HAVING A RADIAL BEARING OF S 24022'10' E HAVING
A RADIUS OF 70.00 FEET, THENCE EASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 24009'14' A DISTANCE OF 29.51 FEET ALONG SAID CURVE,
ENDING AT A TANGENT POINT HAVING A. RADIAL BEARING OF N 001256" W,•
TWNCE 89047`04" E A DISTANCE OF 41.04 FEET,•
TO A TANGENT CURVE COACAVE NORTHERLY AND HAVING A RADIUS OF 100.00
FEET, THENCE EASTERLY ALONG SAID CARVE THROUGH A CENTRAL ANGLE OF
101014'14" A DISTANCE OF 17.87 FEET ALONG SAID CURVE TO A TANGENT POINT,•
THENCE N 79832'50" A DISTANCE OF 35.77 FEET
THENCE N 29041'45 * A DISTANCE OF 20.45 FEET,
TO A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIAL BEARING
OF N 7903428' E, HAVING A RADIUS OF 1044.00 FEET, THENCE SOUTHERLY ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 0601837' A DISTANCE OF 114.98
FEET ALONG SAID CURVE TO A NON -TANGENT POINT HAVING A RADIAL
BLEARING OF S 7301551 " W
THENCE S 0000.2'32" E A DISTANCE OF 472.91 FEET -
THENCE N 89025'37' W A DISTANCE OF 1288.39 FEET TO THE POINT OF BEGINNING,
SAID PLAINT BOEING THE SOUTHWEST CORNER OF SAID LOT 7.
CHAIN LINK FENCE
XIST. GRODUND
c
PAD ELEV.=
H.P. + 0.3'
WOOD FENCE
TYPICAL UNDERCUT SECTION
AIMESON STREET
N.TS.
I
10' 20' 20' 10'
2 2
J J I
TYPICAL UNDERCUT SECTION
STREET "A", STREET '19", STREET "C"
STREET IV & STREET TO
N.T.S.
GUTTER
CURB
R/iV
F.L. 15 TOE OF
■ SLOPE (TIP.)
5' MIN. SIDEYARD SETBACK,
15' PRET-ERED ON
GARAGE SIDE.
ELEV.
TRACT No. 2 7944
ROUGH GRADING PLAN
INDEX MAP
LXIST. GRADE
> 0FE
SECTION 'a9" - '79"
NT. S. ems+
4
P.L.
�_
�D . �f1
2'
E
1
Pmpmw B''r
BSN eaO�fMY H l�l R K
U � «M G 3i M +/- N OF
� �
we taw ' t/- 2' +/- K ar rP
/10lT <.S' =t EYY - NT G�NIW N OF
..li A�f/MCE dlpt Y + - M.Y OF nE MYY
Ew are CWMW G WAIT-• Y +/- ,AY
� E � Ycowim7.Y
OF e r nrw aivY urY ram
AL
9111*setr ar M /ray sy e I a'` O
a earns air srur� sire } BM �r
rL EVA T I 0 N : 9075180
CO UNT Y OF RIVERSIDE
DEPARTMENT OF BUILDING &SAFETY
ENGi/HEERS
CIVIL ENG/NEER/NG • SURVEYING • PL ANN/NG
6820 AA9PORT DRIVE, RIV 92504
TEL. •�� F
DATE.
OVER TwSWElfr m 4
APPROVED 19 _
BY:
wJeKnsKN1S n DATE
DESGNED BY : BW/JS DPAWN HY : R.H. CHECKED BY: J.W.S.
1
i�
A)MT ac AWY
SECTION "A" - "A"
N.T.S.
LEGEND
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 UNE
P.I. = VERT. INTERSECTION POINT
F.G. = FINISH GROUND
DAYLIGHT LINE
BLOCK WALL
RETAINING WALL
-�- = WROUGHT IRON FENCE
-- = WOODEN FENCE
-X- = CHAIN LINK FENCE
GENERAL NOTES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY
ORDINANCE NO. 457.
2. ALL PROPERTY CORNERS SHALL BE CLEARLY DEIJNE47ED 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. Q STORM FLOWS, ALONG THE TOP OF CUT
SLOPES.
10 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1.L IF CUT OR FILL IS LESS
THAN 10, 2R IF CUT OR FILL IS GREATER THAN N 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 RHE PROJECT SITE MUST CONTINUE TO FUNCTION,
ESPECIALLY DURING STORM CONDITIONS PR07ECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPEP477ONS
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 V ERRCAL
HEIGHT SHALL BE PLANTED W17H 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.PC., CHAPTER 10.
16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH 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 FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFIC4770N 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. PREPAR477ON 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 RLL 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 CERTIRCATION OF COMPL.E77ON OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPEC77ON AND
ISSUANCE OF THE BUILDING PERMIT. CERTFICARON SHALL INCLUDE UNE, GRADE, ELEVATION,
AND LOCATION OF CUTJFILL SLOPES.
21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA71ON (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 CER77FTCAPON 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
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.1 -SC DATED: JANUARY 13, 1997
EARTHWORK.•
lA4W CUT• 15,900 C. Y. RAW FILL: I %235 C. Y. OVER IX: 6,500 C. Y.
NOTES: I. THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING HIS OWN QUANTITIES FOR BID PURPOSES.
Modem owed s wo. Ain't
/n�� TOLL
LYIf: ANLL
�_
No
�_41
TWO WORKING DAYS BEFORE YOU CMG
Pmpmw B''r
BSN eaO�fMY H l�l R K
U � «M G 3i M +/- N OF
� �
we taw ' t/- 2' +/- K ar rP
/10lT <.S' =t EYY - NT G�NIW N OF
..li A�f/MCE dlpt Y + - M.Y OF nE MYY
Ew are CWMW G WAIT-• Y +/- ,AY
� E � Ycowim7.Y
OF e r nrw aivY urY ram
AL
9111*setr ar M /ray sy e I a'` O
a earns air srur� sire } BM �r
rL EVA T I 0 N : 9075180
CO UNT Y OF RIVERSIDE
DEPARTMENT OF BUILDING &SAFETY
ENGi/HEERS
CIVIL ENG/NEER/NG • SURVEYING • PL ANN/NG
6820 AA9PORT DRIVE, RIV 92504
TEL. •�� F
DATE.
OVER TwSWElfr m 4
APPROVED 19 _
BY:
wJeKnsKN1S n DATE
DESGNED BY : BW/JS DPAWN HY : R.H. CHECKED BY: J.W.S.
PROJECT NOTES
1. ALL PROPOSED WALLS SHALL BE CONSTRUCTED
PER SEPARATE PERMIT.
TOPOGRAPHY SOURCE
AERIAL TOPOGRAPHY PERFORMED BY INLAND AERIAL SURVEYS, INC.
5826 MAGNOLIA AVENUE
RIVERSIDE, CALIFORNIA 92506
TOPOGRAPHY DATED: SEPTEMBER 5, 1995
ROUGH GRADING PLAN
TRACT No, 27944
SCHEDULE A
BEING A PORTION OF LOT 7 AND LOT 20
OF TRACT NO. 22335
'SPARED FOR: K. HOW~
HORFZ. SCALE : I" = 50' VERT. SCALE : N/A
File name: E.• \ CA960 MIND*i
SHEET 2 OF 2
ML2794RGRDSHT1�