HomeMy WebLinkAboutLot 41-47 Precise Grading GRADING NOTES r t4
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . 23143 9
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGECROWN
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM H Row PROJECT
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ' .
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
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4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
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FILL SLOPES OVER 5' HIGH. �.
5. ALL A LEGENDLC)ts
GRADING
SHALL BE D01� UNDER THE SUPERVISION OF A COMPETENT -
� F
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 •t of emecu St te of C lif orni•TOP OF CURB PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TCIn �OVER 1 ' DEEP. '
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FLOW LINE � � �Tq,� ,
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEIuECULA °
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT I-P �� 1s 19 22 25 28 �� rf� rwnr
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �_ -- Its A11
`R; /� TO SAN DIEM
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, �� 13 '� ,
FINISHED GRADE FG ����
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
jj@ YAL_� .�- ��- 17 18 23 24
7.
PROVIDE
CULOPES�. ' DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
FINISHED SURFACE FS 29
77" VICINITY MAP
GRADE BREAK GB 133 - Y - - �'I ---_� NOT TO SCALE
8. \ 1 1 _- --- - / \
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN _____1n
ONE FOOT. GARAGE FLOOR GF 0000.0 �AC 1 3- 10
9. ALL GRADING SHA 9 8 7 6 5 4 3 2 1
LL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS ONS OF 1 \ - 10
THE PRELIMINARY SOILS INVESTIGATION BY: p�TRA DATED .JUNE PAD ELEVATION PE 0000.0 ,
Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE F I N I SHED FLOOR FF 0000.o 74 r r _ t
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- - •
73
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- WATER NICE /� 134 l� „
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 75 i
SEWER R I i --
----
SERVICE S � �- /, ��
10. THE CONTRACTOR SHALL NOTIFY T�-E CITY OF TEIuECULA ENG I NEER I NG71 76 _
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 118 % =
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77 _
' 104 119
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - "" I 70 9d - - � 117 , 120
EACH LOT. SLOPE 69 105 60
78911 � � 5
11 . CUT SLOPES EQUAL TO OR GREATER THANLOT NUMBER 5' IN VERTICAL HEIGHT AND FILL i 121
7 6
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SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL f-E I GHT SHALL 12 79 ' 106 1 /!"
115 /�
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION ZA 65
96 100 101 102 103 122 62
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 64 67so 107 t 4 / 123
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. INVERT ELEVATION IE 95 � 6 3/ HIGH POINT
81 _ t / / �-/ 5-
--f 113 � I�
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 106 PAD ELEV. -•0. MIN.
BACKWATER VALVES � AD 94 �
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AID OTHER DELETERIOUS
124 /
MATERIAL. 82 % 109 ' /j/ / 64 ^' 56 A,
11� 11
ENHANCED BLDG. ELEVAT I ONS ,' 93
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN
RIGHT SIDE OF LOT ESR 60 110
5a 83 92 91 90 a9 112 125 / x bt z
�,
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL � 82 81 84t11 126 65 55� I
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF - TIP. to TX. I
REAR EB 57 85r --� 127 �� 54 I , 10
FILL MATERIAL. � -.� _ .�. - T_ 66 I I
14. DURING ROUGH GRADING OPERATIONS AIS PRIOR TO CONSTRl1CT I ON OF I ND I GATES EXTRA
58 - - �/ , I 5' 0M B 5' 5' B (DWT5
r„ ,. 4s �.
C CI
PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL DEPTH FOOTING X y 45 8 - 67 53 I MIN ' MIN MINS M I I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO _ \ 23 22 21 20 = I I
44 55 / 24 ' PAD PAD
�� 52 ., I I
ADJACENT PROPERTIES. 5425 1 19 fy�►-- FF FF
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 26� 2 � _ 5 �
BY THE DIRECTOR OF PUBL�I C WOWS. 53 27 24 18
K r I 1 fi r 16 I
16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MU5 T CONTINUE 52 3 "�
I MIN. MIN.
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 47 51 28 r"•• 25 23 t7 x
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO , I z
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 41 49 22 16
48I M I TRACT 2 314 3"`6 --
5 Y( r 'BMX
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS (1 .5) 40 30 26 15 I r 123
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 8 ' �J ,� / R W
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 39 �l � 31 27 14 � '+,
1� A� r
18. P REG I STEREO CIVIL ENGINEER SHALL SUBMIT 20 7
CERT I F I CATION OF BUILDING I 28 - 13 , TYPICAL SIDE YARD DRAINAGE
AD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 3a
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 34 19 12 I a r f DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 33 29 I I r r �� CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _ 18 9 -
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANT 4 ' 43 - tt
30 � � 28
PLANT AT 12' ON CENTERS OR � WITH ROSEA ICE 0 50 _ - 32 R
ANOTHER APPROVED GROUND COVER. SLOPES 17 10 33 29 9 •
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE C 45 44 \ 6" MIN. 6" MIN. 5 MIN. 5 MIN. 6" MIN.
PLANTED WITH APPROVED TREE 47 46 34 30 27 ,
S, SHRUBS, OR COMBINATION THEREOF. SHRUBS 4a 41 31 16 31 MUDSILL 3 MIN. 1 1 3 MIN.
SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 _ 32 35 !- 26 IN GARAGE AREAS "SILL MIN. MIN. MUDS I LL
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 25 _L
SILL IS 6" MIN
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER in CONCRETE
3-Car - \ 40 15 36 \ ,� GARAGE FLOOR = FG FG
10.R. ( .) ?4 T ABOVE GARAGE _
STOOP TYP T
CD FLOOR SLAB
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 " "
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GARAGE DETAIL 12 MIN. FL 12 MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. _ z LOTS INCLUDED 2% MIN. 2: 1 MAX. 6" TYP. 27L MIN.
21% MAX. MIN. 21% MAX. E
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
n' � - E
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CA
" MIN. ABOVE PAD ELEV. �
40
5 37
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
INDEX MAP SECTION B- B 12
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ROUND OFF TOP o
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 E Plan 3 _ Plan 4 5
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3-Car - P L
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a� co `n 5' MIN. / a
PADELEV 3' MIN.
PER PLAN MUD SILL MIN. 6" MIN.
0
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SECTION A- A -.aa.to
�,. EXTRA DEPTH to
TYPICAL FOOTPRINTPADFOR REAR YARD SLOPES GREATERFOOTING .••ELEV THAN 5 IN VERTICAL HEIGHT =FG-PAD ELEVOD
77 1
N.T.S. PER PLAN 2: 1 MAX. Cn
WHERE NECESSARY Q
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UHDE
RGROUND SERVICE N 12" MIN. fi" MIN.
MA R TOPOGRAPHY WN DEVELOPER �
ALERT PLANNING ■ DESIGN INCONSTRUCTIONBASF of SEARING NOTA
2% MIN.
COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 ANALYTICAL PHOTOGRAI�uIETRIC SURVEYS, INC. KB HOME 21% MAX. Uj
2 1 M BRASS DISC I N CONC. CYLINDER STAMPED T-27-81 647 MAIN STREET, SUITE 1 A 12235 EL CAM I NO REAL THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C
CALL 1-L F"REE FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN
■ ■ ■ ROAD �0° NORTHEAST ON RANCHO CALIF. RD. 44' NORTHWEST OF RANCHO CALIF. RD. R I VERS I DE, CA 92501 SUITE 100 z
1-'800-422-4133 A•C�F�A 92s�-4e� � � � P.M.B. 147/14-19 RECORDS OF R I VERS I DE COUNTY CAL I FORN I A
C O N S U LT I N C3 sa0a.e .eD42 • FAx so�.g�s.724o • www.FIBF.c«,n 13 SOUTH OF A 4 2 BOARD RAIL FENCE, 2 WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647 0
SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. BEING N67 52 50 W.
DATE FLOWN. SEPTEMBER 30, 1999 (858) 259-6000
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TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALLON LD03-077GjR z
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q0 F E S S IOk DES I GIBED BY DRAWN BY CHECKED BYIPF
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TEMECULA Drawing No. o
RECOMMENDED : DATE: CITY DEPARTMENT OF PUBLIC WORKS v0TAA. JIMENEZ A. JIMENEZ J. TANNER 0F
Contractor HORIZONTAL a
Plans ans Prepared Under The Supervision Of
" _ ACCEPTED BY: (/ AT ¢ / o r 0
Ins e c t or SEE ABOVE 1 - 20 No.60132 �)01111
�' �3 DEPUTY DIRECTOR OF PUBLIC WORKS E CROWNE H I LL g
DATE: -
Inspector Exp.-tt 06/30/04 Date:
VERTICAL •�' 1 LO
JOHN D. TANNER, III RONALD J J. PARKS TRACT 23143-9
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Date Completed r'lF 1 v,` Fo�,�ti 60132 6-30-04 � -==_=w-:::-______ LOTS 41 47
N/A OF C Ail R.C.E. No. Exp i res R.C.E. No. 19744 Expires 9-30--05 fel saes-. o
• PRECISE GRADING PLANS PHASE VIII SHEET 1 OF 2
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1-800-422-4133 ■ ■ ■ ,,CAIMA 92.%1-4679
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CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK �O F E S S W� DES I GIBED BY DRAWN BY CHECKED BY
SCALE
/ Drawing No
RECOMMENDED By: .
DATE. DEPARTMENT of PUBLIC WORKSA. JIMENEZ A. JIMENEZ J. TANNER . o
CITY OF TEMECULA
HORIZONTAL
�
� Plans an s Prepared Under The Supervision Of T
„ ACCEPTED BY: DATE: �•3 CROWNE HILL o
60132
Inspector 1 20No. /�/� �'
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Exp. 06
Date: 3 DEPUTY DIRECTOR OF PUBLIC WORKS G _ TRACT 23143_9
VERTICAL JOHN D. TANNER, III RONALD JPARKS �s'�:.: - -�;��
Date Completed 'jF o�� 60132 6-30-049-30-05 �--::__��__:::::= LOTS 41 47 0
N/A 4F C�`1� R.C.E. No. Expires R.C.E. No. 19744 Expires •�.�� T � a
/ PRECISE GRADING PLANS PHASE VIII SHEE 2 2