HomeMy WebLinkAboutLot 67-69,78-80 Precise Grading V
GRADING NOTES Tract No . 23143 9_ low &
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING'
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. H �l
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGE CROWN I PROJECT
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINI MUMrAUIM
SITE
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. In
OR FILL SLOPES 2. 1 . aPreciseP19
ase X13. MAXIMUM CUT G� �din �
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. C)ts 67 69 + 78 �80
OF A COMPETENT LEGEND lif
■ ,
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000.00
0 P
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TCTemeculC orni ar
rCalty
a �
OVER 1 DEEP.
FLOW LINE
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEI�ECULA � 1 s ,6 1 g 22 25 2 1 �f1 MY. 79
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT �_ Its TO SM DIEW
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 00, 13 1
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG -
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ROYAL CRS �1' -
17 1$ 23 24 1 29
F I N I SHED SURFACE FS VICINITY MAP
- - =�� 12 I
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG -
�-- � G DESIGNED
TOP OF CUT SLOPES. WEAK EAK GB1� � 1 1 ---�-- - - - A'(rCl=_ - / NOT TO SCALE
\
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT. GARAGE FLOOR GF 0000.0
AC 231 3- 10
10g 8 7 6 5 4 3 2% 1
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0
THE PREL I M I NARY SOILS I NVEST I GAT I ON BY: p.,..E`TRA DATED JUNE 4. 2001__ .� 74 \ � a
FINISHED FLOOR FF 0000.0
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
NGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 73 ( I ,J 134
E 'WATER SERVICE �� � � �L j ,
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 72 75
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SEWER SERVICE76
-----�5 _
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 71 1 �r 118 119
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY _ 104
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- i _ 70120_ 120 �� 60
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 105
EACH LOT. SLOPE __ 69 � 116 121 61 5
�� �'' /�' /
97
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LOT NUMBER 12 r 79 ' 106
I N VERTICAL CAL HEIGHT SHALL 68 100 101 1102 115 122 62
SLOPES EQUAL TO OR GREATER THAN 5 96103 �
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \ZA/ 63 64 65 66 80 ' 107 / / i l �I CO HIGH POINT
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 67 114 , 123 /
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 81 1
108 63 �,I<./ 5 A PAD ELEV. --o. ' MIN.
13 �,� ,//
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BACKWATER VALVES OF) AMf 'RC�- _ 94 I 124 / 64 56
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 82 109 /I� lieN z z
MATERIAL. ENHANCED BLDG. ELEVAT I ONS 83 93 92 91 90 89 112 t 25 / 6 55 I
I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR � � 58 110
59
111
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL 62 61 , 126 5
/
PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF '� '_ _ _ --_= �__ -- 127 66 54 I I
FILL MATERIAL. REAR EB '� 57 - G�.O�' (DEM-
46 \ r 53 I MIN MIN MIN �Iff MI I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA 45 56 86 , -
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING X Dr' \ a7 24 23 22 21 20 , , I I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 44 1 � PAD PAD
52 FF z
ADJACENT PROPERTIES. 19 _ ---
z FF M
262 I 5 II
D
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 53
16 •� ,s
BY THE DIRECTOR OF PUBLIC WORKS. 43 27 24 1a I IN. MIN. I
52 3 I I
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 42 47 51 23 r I z z
TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE 28 25 4 I �� I o o Z I
TEMPORARY DRAINAGE NAGE PROV I S I ONS MUST BE USED TO I 16 I z-.5 143-6
MEASURES AND T 41 ► 22
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 48 49 50 5 111 ,TRAC' i
!
� - 26 1 S 123
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 21 �I �'� f�`� +
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 14 6 R W,
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 39 - - I 3, 27 ► 20 7
11 1� r TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 38 I 32 28 13
1 q DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
37 36 3534 12 ' ' CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ► 33 29
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL18
-- y 11 9
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
43 �
30 28
40' S0 r 32 R
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE - _ 17 33 _ - 29 " 5' MIN. 5' MIN. "
10
PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES Cj 44 6" MIN. 6 MIN. fi MIN.
15 IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER, SHALL BE - �� 46 45 \ 31 34 30 27 MUDSILL 3' MIN. 1 ' 1 ' 3' MIN.
OVER 4s 47 - 41 16 31 MUDS I LL� MIN. MIN. MUDS I LL
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS \ 35 IN GARAGE AREAS
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 ` 40 32 25 2s SILL IS 6" MIN FG FG
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT _ 15 /3s = GARAGE FLOOR =
3 Car _ -- �� ?4 _- T ABOVE GARAGE
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER nCONCRM T FLOOR SLAB
10.R. STOOP (TYP.) .�
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. FL FL 12" MIN.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
� E
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL BE PERMITTED. � �,,"'` LOTS INCLUDED 2� MIN. 2: 1 MAX. 6" TYP. 2T MIN. v
21X MAX. MIN. 21% MAX.
II do
22. ALL PROPERTY CORNERS SHALLCLEARLY
ASD IN THE FIELD PRIOR 12" MIN. ABOVE PAD ELEV. SECTION B- B
fn
TO COMMENCEMENT of ANY CONSTRUCTION/GRADING. 5 37 40 INDEX MAP 0
23. APPROVAL OF TF-ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5' U_
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 _ PIan 3 PIan 4
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. In In 3-Car 5' MIN. P/L
PAD ELEV 3' MIN. 1to n '
PER PLAN MUDSILL MIN. " O
fi MIN. !
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SECTION A- AI
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FOR REAR YARD SLOPES GREATER
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TYPICAL FOOTPRINT - E 2: , MAX.
N.T.S. PER PLAN
WHERE NECESSARY =
12" MIN. " MIN.
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PLANNING ■ALERT COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562r
ADJ. DATE 9-13-82 ANALYT I CAL PHOTOGRAMNuETR I C SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C
2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81
FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE lA 12235 EL GAMING REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN z
CLL TOLL FREE 27w8�ROAD,�400 NORTHEAST ON RANCHO CALIF. RD. 44' NORTHWEST OF RANCHO CALIF. RD. RIVERSIDE, CA 92501 SUITE 100 P.M.B. 147/14-�19, RECORDS OF R I VERS I DE COUNTY, CALIFORNIA, o
1-800-422-4133 TBKCULA,cAUFOFHA 925M-4679 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN D I EGO, CA. 92130-2647W
C E N B U LTI N G 9W.ersAM ° FAX 909.676.7244 ° www.RBF.can
BEING N67 52 50 W.
SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. DATE FLOWN. SEPTEMBER 30, 1999 (858) 259-6000
ATTN: BOB FALCON LD03-097GR Q
TWO WORKING DAYS BEFORE YOU DIG
DESIGNED BY DRAWN BY CHECKED BY
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q1p F E S S I p* Drawing No. o
we A. JIMENEZ A. JIMENEZ J. TANNER RECOMMENDED BY: DATE: 5 .r � CITY O F T E M E C U L DEPARTMENT of PUBLIC WORKS �
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SEE ABOVE 1" = 20' a No.60132rn
-,.�Y _ t e: 3 Q103 DEPUTY D I REC OR OF PUBLIC WORKS TRACT 23143-9 �'
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s JOHN D. TANN , III LOTS 67 - 69 k 78 �- 80 - a
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CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QRS F S S f pN� DES I GIBED BY DRAWN BY CHECKED BY Drawing No.
p A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: � �3 CITY OF DEPARTMENT OF PUBLIC WORKS QTANN
Contractor HORIZONTAL A-- F� � ans Prepared Under The Supervision Of
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1 = 20 � W-60132 60132 - CROWNE H I LL o
Inspector SEE SHEET No. 1 Exp. 06/30/04 `'' .Wbaw Date: 3 DEPUTY DIRECTOR OF PUBLIC WORKS
VERTICAL s �� JOHN D.- TANNER, III RONALD J. PARKS TRACT 23143-9
Date Completed fit `'�v�`- �� ___________ __ LOTS 67 - 69 & 78 - 80
F lR.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 - .....== ¢
N/A 4F C k P Expires res 9-30-05 '�. >:�s a
PRECISE GRADING PLANS PHASE XI SHEET 2 OF 2 •