HomeMy WebLinkAboutLot 21-26 Precise Grading 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% DRA I NAGE CROWN I VIA RMI
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM►
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ d 'ing
rTract No 23143 9
POPEs 2. DIAD
FILL SL recise 3. MAXIMUM CUT OR � F
IV
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL AC
FILL SLOPES OVER 5' HIGH. c)t6
EGEND �
5. ALL GRADING SHALL BE DONE UDDER THE SUPERVISION OF A COMPETENTColt
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.004` P 0 Pico
PLACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TCecuC181fy T orni
OVER 1 ' DEEP. FLOW LINE 9
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
2z
s I 16 19 25 28 x,I FAY. 7!
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT H ' .. �' v W ;
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO -� :' 1 13 ''� �'„ a TO SMI DIEW
,:�.:_.
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, "s x .- y
FINISHED GRADE FG .
GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES. "ROYAL Cf .Y -�� `' - 17 18
23 24 29 p' ;
:,s:a:
12
F I N I SHED SURFACE FS _ _ - µ
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG - G
wrn,,,r,c
TOP OF CUT SLOPES.
GRADE BREAK -- -- GB 133 - Al KO ATM
., 11 PROJECT S�
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 0
ONE FOOT. GARAGE FLOOR GF 0000.0 - AC 2 3- 10
r
10 9 8 7 6 5 4 3 2 1
9. ALL GRADING SHALL BE DOLE IN CONFORMANCE WITH RECOMAuENDAT I ONS OF n
DATED PAD ELEVATION PE 0000.0
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA -
''� 74 \ H 8
FINISHED FLOOR FF 0000.0 34
TWO SETS OF THE F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE VICINITY MAP
SHALL INCLUDE FOUNDATION DESIGN RECOM- 73 ( , ,J 134
ENGINEERING DEPARTMENT WHICH WATER SERVICE CE -� NOT TO SCALE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 1 72 j ��
ANCE WITH SEWER SERV I CE76
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 71 lie 119
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY _ 104
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- _ 7�0 � 77 9d � � 117 120
1
' / 60
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR _ 105 '4., 61 5
EACH LOT. __ _
_ •0 97 I 116 121
' / i 106
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL LOT NUMBER T2� 79
SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT SHALL 6e 96 100 101 102 103 11 S 122
BE PLANTED WITH GRASS OR GROUND COVER To PROTECT THE SLOPE UNIT TYPE/ELEVATION 2A 66 so ' 107 /
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 67 114 123 . i HIGH POINT
T THE APPROVAL OF FINAL NAL INSPECTION. INVERT ELEVATION I E / ,.' a; 63 �/ 5 PAD ELEV. -O. ' MIN.
CODE SECTION 17.Ofi PRIOR 0 I d1 1 p,d �H �'� r� A
FI SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �G� H
113
12. NO LL � � � � 124
BACKWATER VALVES �^J 1 � e,2 � / 64 56
11 ill
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ''/
109 .`
a 93 112 125 " z
MATERIAL. /
K z
ENHANCED BLDG. ELEVAT I ONS 83 92 91 90 S9 S5
UPON WHICH FILL I S TO BE PLACED THE TERRAIN :50 110 � �
13. IF STEEP SLOPING TERRAIN OCCURS RIGHT SIDE OF LOT ESR c� 111
x 65
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. '� 62 61 84 126 „:" [) / I �' �'Ix. I
MUST BE CLEARED, KEYED, AND LEFT SIDE OF LOT ESL '�
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF S7 _ -� 127 66 54 I
FILL MATERIAL.
REAR EB ** , _ I S' B 5' S' B C 5' C I
� Sg � � r-�.,.. _ t
__ ~� '�'` / 53 � MIN � MIN MIN M I I
14. DURING ROUGH GRAD I NIG OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA F°°� y J 67 I rte) I
DEPTH FOOTING x of a 4S �� 23 21 20 ____
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL D 24 , I PAD PAD I �-
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
�' � 25 1 ' � 52 '• FF Z Z FF z
ADJACENT PROPERTIES. 54 19
�" z Lo
26 - 5 16' k 1
15. DUST SHALL BE ED BY WATER I NIG OR OTHER METHODS AS APPROVED s3 _
!N xl 1
24 1e N; .. I I m
BY THE DIRECTOR OF PUBLIC WORKS.
43 27 a , MIN. MIN. I 0
47 s2 3 ���� "" f� I a
t� x" _
DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
16. ALL EX I ST I NIG DR WD
17
42 51 28 25 23 I z
�1
TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECT I VE / 4 I I I� I o o? o - I
MUST BE USED TO ' 16 TRACT 23143-6 , - N
MEASURES AND TEMPORARY DRAINAGE PROVISIONSMI
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 41 49 50 22 6 I� I Oz,y MSX
26 15 1 123 to
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 21 6
R w
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 14 ' o
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 27 " o
30 - -� _ 31 20 7 �,
p
p TYPICAL SIDE YARD DRAINAGE
p, ,� Cn
� 13 Ito � i,, 0
18. A REGISTERED CIVIL ENIG I NEER SHALL SUBMIT CERTIFICATION OF BU I LD I NIG 32 28 �', "y ;`' ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 38
1g a �, "'�
37 3a 33 34 12 �'" "' CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 0
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 33 -
CT TO ADJACENT GROUND SURFACE I S REQU I RED,TI-E ACTUAL ' ' 29 ` N'' _ ��
TION w I TH RESPECT 1� . ' ':�, �',', M
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 43 11 �
30 ,. - 28 R
. 400 , S0' �3� 32 �� "
19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE1 17 33 �1;' . � 29 " " 5' MIN 5 MIN
3
PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES AA C� 44 10 4 30 27 6 MIN. 6 MIN. 6 MIN. Ir
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
��r 46 45 3 MUDSILL 3 MIN. 1 1 3 MIN. x
46 47 41 31 16 31 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
PLANTED WITH APPROVED TREES, SHRUBS, OR COMD I NAT I ON THEREOF. SHRUBS � � 35 � ����"' 26
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 ' 32 25
40 SILL IS 6" MIN
15 /36 � GARAGE FLOOR FG - FG
15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT3-Car _ \
� N �fi _- \ �� � �� ., �:" �a T ABOVE GARAGE .
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER n CONCRETE T FLOOR SLAB
STOOP (TYP.) �_
10.R. co co '+
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. 12" MIN.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
M I� rrwr
21 . No OBSTRUCTION OF FLOOD PLAINS
OR NATURAL WATER CURSES SHALL BE PERMITTED. LOTS INCLUDED 2� MIN. : 1 MAX. 6" TYP. 2� MIN. E
21% MAX. MIN. 21% MAX. N
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 37 40CD 12" MIN. ABOVE PAD ELEV. SECTION B- B
INDEX-NAP
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE �' ROUND OFF TOP
N
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-- P/L N
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 _ Plan 4
P/L
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. �n 0 3-Car 5 MIN.
� PAD ELEV 3' MIN. 1 ' 0
3
PER PLAN MUDSILL MIN. q
6" MIN. T_
0
�- SECTION A- A
EXTRA DEPTH
FOR REAR YARD SLOPES GREATER
FOOTING
PAD ELEV THAN 5' IN VERTICAL HEIGHT =FG-PAD ELEV FL 2: 1 MAX. N
TYPICAL FOOTPRINT PER PLAN
N.T.S. WHERE NECESSARY =
12" MIN. 6" MIN. i
W
IINDERGR4IJND SERVICE BENCH MARK SOURCE OF-_TOPOGRAPHY OWNE[3 L DEVELOPER BEARING 2% MIN. W
PLANNIN■ DtIR1ON ■ CONETAUCTION F RIVERSIDE VERS IDE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 BASIS .-OF
ALERT COUNTY o 21 x MAX. SECTION C- C
2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 ANALYTICAL PHOTOGRAM�ETRIC St.�t'VEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION
FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN z
RIVERSIDE CA 92501 SUITE 100
GALL TSL FTSE � � � �z ROAD,e��0 NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. � P.M.B. 147/14--19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, �
1-800--422-4133 cwFaMA 4679 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647 BEING N67'52'50"W.
C O N!3 U LTI N O 90.6 SAM • FAX 9*.6767M • ww�".ReFem SET FIBERGLASS WITNESS POST 1 ' NORTHWEST OF MONUMENT. DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000
ATTN: BOB FALLON LD03-015GR z
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CONSTRUCTION RECORD DATE BY REViSIONs DATE ACC �, QROfESSIpy' RECOMMENDED BY: DATE: Z CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
ANNA. A. J I MENEZ A. J I MENEZ J. TANNER �
HORIZONTAL �`� y� Plans Prepared Un der The Supervision Of
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1" = 20' w No.60132 '� 3 D 3 DEPUTY D I RECTOR OF PUBLIC WORKS
Date: - TRACT 23143--9�
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CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D p F E S S 1p DES I GRED BY DRAWN BY CHECKED BY Drawing No. o
SC's Q� �'�� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS
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p Date: RONALD J. PARKS A w TRACT 23143-9
JOHN D. TANNER III '
VERTICAL sr' Cl V l� ��! � x � LOTS 21 - 26
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Date Completed tF p `l�o� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 fr%-ig ,; PRECISE GRADING PLANS PHASE IV SHEET 2 OF 2 i
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