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GRADING NOTES - &
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING &
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE = 1% DRAINAGECROWN I , �w PROJECT
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. ■ . PAS SITE
Tract No 93143 9
CW �. �- sY
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise
PG d P1a asolo
se
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
XV1
FILL SLOPES OVER 5' HIGH. 91 �
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGENDL
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 C "Ity
PLACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TC o P
ecu a ate of alif
ornia T
OVER 1 DEEP. +� �
FLOW LINE �
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA 22r "
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP _ 410 16 9 25 28 �' ►err' 79
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 13 �1
TO seri niEen
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F I N I SHED GRADE FG �
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ROYAL W hjt � -�' _ 17 18 •eC 24 1
F I N I SHED SURFACE FS 12 ' ' 29
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG �^ VICINITY MAP
TOP OF CUT SLOPES. GRADE BREAK GB � � � -_ -- - - - - � ^��;-� /� NOT TO SCALE
133 �- S"7ANX07G7RC- - �l
8. FINAL COMPACTION REPORT WILL BE REQU I RED FOR ALL FILLS GREATER THAN /
ONE FOOT. GARAGE FLOOR GF 0000.0
- � TRACT 23143,- 10 3 . _
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 10 9 8 7 b 5 4 2 1
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4. 2001 ,
FINISHED FLOOR FF 0000.0 , 74 8
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE �� -
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVICE W 73 ( I � J 134
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 I
75
SEWER SERV I CE ----�
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 71 76 1 t 8
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 119 -
REQUESTING FINISH LOT GRADE AND DRAINAGE 'INSPECTION. THIS INSPEC- 77 104 l�
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - - 7o t� 98 f_ 117 120 �� �!� 60
I
EACH LOT. SLOPE
--�� 105 , 61 5
' 69 I 78 11 fi 121 /��
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL LOT NUMBER -1-2 79 1 / I/
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 68 I 1 1 o t t o2 103 1 115 122I� 62
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION 2A 64 65 66 I 80
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 67 107 114 / 123 !fir �l J_ HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE _ _ 8 t - / C 63 / 5 PAD ELEV. -0.1' MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �� �- 94 - t� 113 �;� ^ A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES BW f AD 82 - t24 II/ 64 56
MATERIAL. .� 88 � log /f� /// � z z
ENHANCED BLDG. ELEVAT I ONS 58 83 93 92 9 t t 12 125 / 55 ,� z ,� � I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR Bo 11 o t t t 65 I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 61 12sCj
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF LEFT SIDE OF LOT ESL 62 _ 84 f_ - r �/ / 54 I �1 �0,T1. I
Y -- _�_ 127 �r 66 I I
FILL MATERIAL. REAR EB , , _.:_ _. - � __
57 CAS
�' _ 0� � _ y �/ r I 5' (ter RA.F 5' 5' B (DLfPT C 5' C I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA cnffix
/� -_�_ _ �'- y�� 63 I M I N MIN M I N MI
45 56 '� _ _�
67
iq�lED)
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING X' '
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 44 87 24 23 21 1 �_ I PAD PAD I
ADJACENT PROPERTIES. 25 19 � 52 FF FF z
54
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED / 2s 2 �_-� - --- �_ 5 `"
BY THE D I RECTOR OF PUBLIC WORKS. 53 24 18 _ ----�� I 1 fi "� 16 1
43 52 27 3 I� I MIN. MIN.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 4 47 17 I
TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE 2 51 / 28 25 23 4 _,I f fi I z z z I
I z � � - +�
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 41 I 16 IoN o
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 49 Y 22 I TRACT ?3143-6 ;
S0 � r_ 5 �;
2fi 15 1123
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 21 B
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT __ -- 6 Y' ;/ R W:__ A N
' -- 27 14 r
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 39 -- _ 3t 20 i
TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING I 32 28 13 1 1 d i
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- 38 19 8 �1 ��� "'J ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 , 12 1�
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 33 29 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 11 9
43 +'
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40' 50 - - 3A4J3� 30 ` 32 - - 28 R
' 17 33 29 ' ' »PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 44 10 » » 5 MIN. 5 MIN. 6 MIN.
OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE RAC 45 34 30 27 6 MIN. 6 MIN. ,
> � 47 46 31 - MUDSILL 3 MIN. 1 1 3 MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 16 35 �. 31 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, PIan 1 PIan 1 \ 32 25 26 „
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT - �� r 4° 15 X36 = GARAGE FLOOR - SILL IS 6 MIN FG FG
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER to CONC,'RETE �;
3-Car
�fi _ \ - �Z � '� �� ?4 � _ :- ABOVE GARAGE
n STOOP (TYP.) FLOOR SLAB
10.R.
20 LESS THAN 1 GRADE» SHALL
ORADAWAY M I N I MUMROF 3LFEETTER I OR WALLS AT NOT n SCALE: 1 " = 150 GARAGE DET AIL 12" MIN. 12„ MIN.
M �p 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.-
21%
IN. v
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � I LOTS INCLUDED
��Y ---- -- --- 21% MAX. MIN. 21% MAX.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 37' 40' C) 12" MIN. ABOVE PAD ELEV.
INDEX MAP
SECTION B- B
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE271 ROUND OFF TOP
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L m
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 00
TO Plan 4 5' Q
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. 10 to 3-Car T ,n 5' MIN. P/L
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR LO PAD ELEV 3' MIN. 1 '
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING PER PLAN MUDS ILL MIN. fi" MIN.
THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS.
THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE �' 0-
SECTION A-- Atoco
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. . � EXTRA DEPTH
FOR REAR YARD SLOPES GREATER FOOTING r
TYPICAL FOOTPRINT PAD ELEV THAN 5 IN VERTICAL HEIGHT =FG-PAD ELEV ,
N.T.S. PER PLAN WHERE NECESSARY � 2: 1 MAX. �^
a
12" MIN. 6» MIN.
UNDERGROUND SERVICE BENCH MARC R TOPOGRAPHY OWNER DEVELOPER w
2X MIN. �'
C7 PLANNING ■ DEt�IDN ■ CON�TRUCTIM]N , BASIS OF BEARING NOTE Uj
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ALERT 201/TY OF 2" BRASS DISC I N CONrC.. CYLINDER STAMPED T 27-81 ADJ.. DATE 9--13-82 ANALYTICAL PHOTOGRAIi►NuETRIC SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21 X MAX. SECTION
C/ 647 MAIN STREET SUITE 1A
FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 12235 EL CAMINO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN z
CALL TOLL FREE 27555 YNr=z ROAD,sur'E 400 ' RIVERSIDE,VERS I DE CA 92501
■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. � SUITE 100 P.M.B. 147/14-19 RECORDS OF RIVERSIDE COUNTY CALIFORNIA 0
1-800-422-4133 �A.CALIFOMA 92591-4679 909 '
13 SOUTH OF A 4 2 BOARD RAIL FENCE, 2 WEST OF POWER POLE #1751130E. ( ) 686--5103 SAN DIEGO, CA. 92130-2647 BEING Nfi7°52'50"W. a
CONSULTING 909.6MAW ° FAX 909.676.7240 ■ www.RBF.com SET FIBERGLASS WITNESS POST 1 ' NORTHWEST OF MONUMENT. 858 259-6000 i
DATE FLOWN. SEPTEMBER 30, 1999 ( )
TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALCON LD03-191GR Q
CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QI p v E S S 10H DESIGNED BY DRAWN BY CHECKED BY aOFDrawing No. o
A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE. CITY DEPARTMENT OF PUBLIC WORKS
ANNE
Contractor HORIZONTAL Q�� f �� PI ans Prepared Under The Supervision Of
„ _ R ACCEPTED BY: DATE: s�3 CROWNE H I LL o
1 20 W No.60132 Date: S ¢ p 3 DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS to
Inspector SEE ABOVE `� Exp. 06/30/04 � - ---�= TRACT 23143-9
RONALD J. PARKS
VERTICAL s C � JOHN D. TANNE III � _ _ n � Q
Date Completed eted lit ��l� ~ 60132 s-3o--049-30-0.5 � _..::�__::__._ LOTS 91--94 & 100
p F OF rkv\� R.C.E. No. Expires R.C.E. No. 19744 Expires '''.��9� 0
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GRAPHIC SCALE LD03_191G R Z
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY C-ECKED BY r Drawing No. o
SCALE ��p ESS 1 p y�l A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: dW DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
TAN �
HORIZONTAL .`� �'�� �y� Plans Prepared Under The Supervision Of
Contractor G, o
ACCEPTED B
DATE: gS � 4 -
It o
1 20 No.60132SEE SHEET No 1 Date: DEPUTY DIRECTOR OF PUBLIC WORKS
Inspector Exp. 06/30/04
RONALD J. PARKS - __ _:Fax- TRACT 23143-9 Q
VERTICAL sf 1 V I ��� JOHN D. TANI R, III w LOTS 91-94 $t 100
Q
Date Completed 'lF OF �`1E�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 '�i
N/A c PRECISE GRADING PLANS PHASE XVI SHEET 2 of 2