HomeMy WebLinkAboutLot 4-6, 47-53 Precise Grading ' .. .. •r '7". ry " ' Y A. N,,'N T'.3.y' i;"' .�uf "�:�.;'ty.�' �. ',i'.'1
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GENERAL NOTE '
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1. ALL GRAD/MG SHALL CONFORM TD THE' UNIFORM BUILDING CODE, APPENDIX CH. 33, AND AS AMENDED,
35.0'--s-I BY ORDINANCE NO. 457.
-35.0
2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OFA" CONSTRUCTION/GRADING.
O No 1. 28980 3, DURMIG ROUGH GRADING 0PE7?ATIONS AND PRIOR TQ CONST RUCTION OF PERMWL'NT.
TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT
� PLAN i � PLAN 2 �; PUN 3 DRAINAGE STRUCTURES, "
Ui to u� PONDING WATER AND DAMAGE TO ADUACENT PROPER77E5PHASE 4 .
• 4. DUST SHALL BE CONTROLLED By WATERING OR OnCR APPROVED METHOOS.
5. NO F7LL SMLL BE PLACED ON EXISTING GROUND UN77L TME' GROUND HAS BEEN CLEARED OF
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATE'R1AL.
LOTS 41v60* ' 47&w53
6. MAXIMUM CUT AND F7LL SLOPE 2:1.
7 STABILITY CALCULATIONS 0" A FACTOR OF SAFETY OF AT cEAsr ONE ANf l�7VE TL VTN r.s}
SHALL BE SUBMITTED BY A SOILS ENGINEER TO niE BUILDING AND SAFETY DEPARTMENT FOR
CUT AND FILL SLOPES OVER 30IN VERTICAL HEIGHT. p
HOUSE PLAN DETAILS
8. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG TONE TOP OF ALL nU 'SLOiP�E'S aVF
5' HIGH, r
9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG TW MP OF CUT"
SLOPES ;
'I
1 D_ MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX /F CUT OR FILE. /S LESS
THAN 10. 2X /F CUT OR FILL /S 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. '9V0 OBSTRUC77ON OF FLOOD PLAINS OR NATURAL WATER COURSES ShwL BE' PE'RM/TTED." a;
I
12. ALL EXISTING DRAINAGE COURSES ON TNF PROJECT SITE MUST CONIWUE To FUNCTION,
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAN40f
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERA77ONlS
13. NISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER k
,l _.. :.�• 4 �= _^1 �.. -�' -� FOOT FOR A MINIMUM OF 3.
� `1 .. . ."�,,,,•.._.�...��"-w. fr"4 _ -_ � .,.- - _,-. _ -.•�� -"rte.' 4 t.-" '^ r+w.�
F.L. O LINE ---�_ __ y = `'---�_ -rT 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 f
NOTE: EXTRA DEPTH FTG. 43 •'` _� 746 3" `"'�- _ -�```--- n ''-- �; ' ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
REO'D WHERE X>6" L16. �
45.06 15. EROSION CONTROL: ALL SLOPES REOUIRED TO BE PLANTED SHALL SE PROVIDED *VH ROSEA
VARIES VARIES 1 -� r -� � � y ICE PLANT (OR EYatkIL) GROUND COVER AT 12` ON CENTER. SLOPES EXCEEDING 15" IN VERTIIIL
3.0 MIN. 2.0' MIN. w
r v y -/ - HEIGHT SHALL BE PLANTED W1TN APPROVED TREES SPACED NOT TO EXCEED 20 ON CENTER OR
-._..�
7 i� 7 16 SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15 /N
X 6" MIN. 1 HP 1 47 _ ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT
24x Mrly o-23' 2� MIN � - 44 _ SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAW
Jox tic ► HP 1
4 MAY BE IRRIGATED BY HOSE 8/8 LOCATED AT THE TOP OR TUE OF THE SLOPE, SPACED To
71 H 0' 71.1 v 46 MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRICA77ON SYSTEM SHALL BE
67.8 TF, :T .Q ._.,5.� � tv•,
o PLAN •0 5.0 •4 PROVIDED WITH AN APPROPRIATE' BACKFLOW DEVICE PER U.P.G, CHAPTER 10.
o PLAN 2R PLAN 2
1.4 73® F 7�f FF 73.2 FF 72.6 1 0 16. ALL GRADIN E I NF
SECTION A�-A - 3.5 PE 73.2 PE o'
G SHALL B DONE N CONFORMANCE` WITH RECOMMENDATIONS OF THE UPDATED
8.3QTF PE 72,7 72.1 1 GEOTECHNICAL SOILS REPORT BY LEIGHTON & ASS. INC., - REP. No., 11990229-041 RATED:
PIE 730
SIDEYARD DETAIL f' 5.0' "��' ALAN 3 0 FF 71,9 NOV. 23,1999 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
N.1.S. L 0 9..38 .0p 3 7 PLAN 4• PE 71.4 RECOMMENDATIONS AND CERTIFICATION THAT GRADING
7 4 ` 7 J.
7Q 3 WITH THE RECOMMENDATIONS OF THE SITE INVES77GATION REPORT
DONE IN CONFORMANCE
5
aa15 o °f 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS rO BE PLACED, IT MUST BE CLEARED,
13
40 3. o vo m ,C] 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 SOK.S EI�NGWEER W O
SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FyLLS OVER I' DEEP.
GUTTFR ' -
CURB i 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL nLLS GREATER THAN 1
R 0 L 1 1 � � oa+ •
1W A GU�LA CO UR 1 0 - 20. A SUITABLY OUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING /N
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REOUES77NG INSPECTION AND
= 36 , ISSUANCE OF THE BUILDING PERMIT- CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION,
2 as
AND LOCATION OF CUT/FILL SLOPES.
F.L. TO P.L. ��''- 21. A SUITABLY QUALIFIED AND REGISTERED PROFL4;SIONAL SHALL SUBMIT CER77FICA 17ON OF
IS 2' TYP. �+ 00 35.E "I BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH
UNLESS SHOWN 2 S MIN �. r~ a; RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
OTHERWISE A A U_� y GROUND SURFACE /S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
U_ .6 J E GIVEN.
PAD ELEV , 1:0A 1 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
H.P. + 0.3' g SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING /N
0 0 ��' ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS `ENGINEERED
� H �^
GRADING."
n �o 23. THE' CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRITTEN
C) .� U q CERTIFICATION OF COMPLETION OF FINAL GRADING /N ACCORDANCE WITH THE APPROVED
6•-r O PLANS FOR ALL GRADING DESIGNATED AS 'ENGINEERED GRADING.
.0' M
24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT
45.00' S.42 y
,� 1-800--277-2600.
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`Y 3. � �N ti EARTHWORK
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RAW CUT: 250 C.r RAw 1Tu:250 C. c
® LL
P.L.
SOIL S ENG / NEEIR'
SOILS ENGINEER
.2# LEIGHTON AND ASSOCIATES
BUILDING SETBACKS TO TOPS OF SLOPES
I0'TYP 41715 ENTERPRISE CIRCLE N. jf 103
- • � '' ,� FIREPLACE 2.0 TYP �`•` BLDG. LINE TEMECULA, CA. 9259D--5661
PER SOILS ENGINEERS RECDMENDATIONS PER j �' _ _w :� ' �� (909) 678 -5123
SOILS REPORT DATED NOV. 24, 2000 REPORT
O W N E R
0. 11990229-002
• - r 1.5' TYP FIREPLACE
BEAZER HOMES OF SOUTHERN CALIFORNIA r
• 5.0' FROM BLDG TO P.L. 1.5 TYP 1 100 TOWN AND COUNTRY #100 •�' _ l
ORANGE ,CA. 92668
3.0' FROM FIREPLACE TO P.L. •
' SWALE 1.5' FROM FIREPLACE �••-- 714--285-2900 I �� ��
P
1.D 1.5'MIN AT FIREPLACE 5.0' TYP �� � 10
�� Ct
PAD ..c"
s "'tip```
J, _r 2.0' TYPE
,�4 a
5.0' MIN. ���,
•
PER
PLAN F>707TNG � �7
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LEGAL DESCRIPT / ON
TYPICAL SIDEYARD SECTION LOTS 4-w6, 47--53 TRACT 28980 •.�
TYPICAL FILL SLOPES AT FIREPLACE TYPICAL SIDEYARD MAP BOOK 291, PAGES 84--87 a
LOTS 47, 48, 51 AT FIREPLACE RIVERSIDE COUNTY, CA. p
OVER 5 HIGH
LOTS 47, 48, 51
N.T.S.
- ---
N.T.S. L E G E N D i
T.C. = TOP OF CURB _-- , *� DAYLIGHT LINE
T.B. = TOP OF EARTH BERM = BLOCK WALL
G.B. = VERTICAL GRADE BREAK RETAINING WALL
1 BENCHMARK E.P. = EDGE OF PAVEMENT D = WROUGHT IRON FENCE
Q�oF�ssloa,�
RIVERSIDE COUNTY DESIGNATIQN.• T-2-81 STAMPED ON 7dc1/2" BRASS F.L. = DRAINAGE FLOW LINE � .WOODEN FENCE
�t SSA JA.1 . �� 40 0 40 80 120 DISK /N CONCRETE CYLINDER 3.4 MILES SOUTHEASTERN ON HWY. 79 F.S. = FINISH SURFACE X = CHAIN LINK FENCE.
�9n FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. F.F. BUILDING FINISH FLOOR ® = A.C. CONC. PAD
� �, AT SOUTHWEST CORNER OF THE INTERSECTION ON HW'Y. 79 AND MARGARITA �
w v 10,533903 � ROAD. 109 SOUTH OF THE STREET CENTERLINE OF HWY. 79. AT THE C.L. CENTER LINE r ■� EXTENDED FOOTrNG
P� CC Exp.
6. �[
Scale -- 4D• NORTHEAST FENCE CORNER OF 6 CHAIN LINK FENCE AROUND WELL SITE' P.I. -= VERT. INTERSECTION POINT 'x
WITNESS POST f SOUTH OF MONUMENT. F.G, FINISH GROUND x.x = EXTENDED FOOTING DEPTH
s �, s7, CIVIC. �� P.E. (XX.X) = EXISTING PAD ELEV.
w r
MWCUtA ATF
OFC
F4 F.O.W. FACE OF WALL [ RAISE PAD TO ELEV.
' - "*+�.-. ., .din'•
BENCHMARK : REVIsED HOUSE ON LOT 6
' Underground Service Alert COUNTY OF RP R E C I S E GRADING P L A N yf:
SITE SEE ABOVE RIGHT
DIG ERT DEPARTMENT OF BUILDING & SAFETY
TRACT No. 28980
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� CiIL APPROVED 19_ PHASE 4 t
0 � N � 7 r M �4 )0 �� CIVIL ENGINEER/NQ SURVE 1NG PLANNING LOTS 4w-6, 47-53
� i-804 6820 AIRPORT DRIVE, RI V E. B`GR 440797
m. . N.T.S.
TEL (90 1.88 241 F -0504
ZZ?-Z600 ( 091 -0599 E L E V A T / O N : t �s �. DAN
DA 7' � BY: PREPARED FOR: 8WER HOMES
00m Tri C
Two WORK1#0 DAYS IFFORE YOU 010 R.C.E. 23713 12131101 1052.514 � BY : F.K. DRom ey : F.K. cr�cwo a : C.L.
HORIZ. SCALE : 1 " -- 40' VERT. SCALE N/A SHEET� OF