HomeMy WebLinkAboutLot 4-6, 14-17 Precise Grading ,
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. M
INIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
�1
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMIMII CROWN OF 2 FROM THE TOP OF CUT OR FILL SLOPES. VIA
RAMI
�
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
recise Gr d1' Ia
s
1 Y
n h
4. PROVIDE 5 WIDE BY 1'' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
;�
FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND
ots � 6
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000,00 ■
P aell
4 +
PLACED AND WHO SHALL SIEMII I T A F i NAL COM�'ACT i ON REPORT FOR ALL FILLS TOP � CURB TC P 0 Pico
OVER 1 ' DEEP. 0
emeca
FLOW LINE � 7 `�'T •
St te of C lif orni
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
22 I� ;''
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMELET I ON OF ROUGH HIGH POINT I-p - '�`. � )/p/I 16 1� �, 25 ;, 28 �. �
f T
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ,°'"�.-�-�. - -- .. 13 ��,,
To SMI DIM
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SI-U�L.L � TO L I PE. F I N I SF-,ED GRADE FG ���-..-- �°='�'"� p ' � - Sol, �, � � ,'
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
ROYAL
� PLA �.-�
.. 17 18 '
7. VIDE BROW DITCH, DES I GNDC) TO HANDLE 100 YR. Q STORM FLOWS, ALONG
F I N I SHED SURFACE --- FS 12 23 24
29
TOP OF - - -
CUT SLOPES.
GRADE BREAK GB /
133 STANK��IR -
8. FINAL
�FFOOOT�ACT I ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN _ \ =_ - �.:,. �-- ,/ � PROJECT SITE
. TE
GARAGE FLOOR GF 0000.0 %f
AC231 3- 10
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0
10 9 8 7 6 5 4 3 2 1
THE PRELIMINARY SOILS INVESTIGATION BY: DATED ,
74
TWO SETS OF THE FINAL COMPACT I ON REPORT SHALL BE SUBMITTED TO THE F I N I SI-ED FLOOR FF 0000.0 ��� =�. H 8
r ` ?
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVI �`• 73 �' �� �"
MENDA T I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- CE J -' VICINITY MAP
134
ANCE w I TH THE RECOMMEIDAT I ONS of THE PREL i M I NARY SOILS REPORT. 72 7s
SEWER SERV I ,' �• NOT TO SCALE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 76
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 71 69 lie t t
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77 _ r 104
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR "` '- 1 70 68 _ � 117 1 ,
EACH LOT. SLOPE - �_- 105 60
11 . CUT ----- _ 69 W7 116 /,
' , 61 5
SLOPES EQUAL TO OR GREATER THAN IN VERTICAL HEIGHT AND FILL LOT NUMBER � - � _
1
2 7� 106
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL � 100 101 t 02 11 s � 1 �'
62
68
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \2A � 103 � A�,
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 6,3 64 65 66 67 � 107 / `4 �
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE _
114 / 123 HIGH POINT
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS e1 M I N.
_ 108 6 5
,, 3
AD V '
, A P E� �
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES �AD � _ r 82 64 - I 124 / '
MATERIAL. 109 64 56
ENHANCED BLDG. ELEVATIONS t 12 12s
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ` 58 83 W 1 Si0 a / � z ?
65 '� �
110 55
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE ESR 61 84 1t1 1�
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF E� 62 - I ,
FILL MATER i AL. REAR EB s7 es -� _ ^ 54 >p Tip.
I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA Ln 46 56 �= =__� ' 5350
I MIN MI MIN MI I
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING � � 45 ���,:� -
SM-�OULD BE PROV I DED T � � . : ZO �/�, �-�� -- .� 67 �
0 PREVENT PONDING NG WATER AND DAMAGE TO ' ti 24 23 22 21 4111 = I I o
ADJACENT PROPERTIES. 54 n _
t r"" __ 52 I PAD PAD
_._ `` FF - FF z D
I D
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED \ ZB U N, - z z z
BY THE D I REC TOR OF PUBLIC WORKS. 53 1 a 2 ` _ _ s I &R
I t
24 �' N 16 •e 16'
43 47 27 i Il ;u a I+ •.�_�_ I
3 II, I MIN. MIN. an
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINLE r� �_ -
17 - -
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 st 28 ''� 25 23 t 4 �H ��� z I
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I z
z �
TRACT 23143-6 0 I
Ito
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 1 50 , 22 t6 ' '
ox 0
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 ' 3i0 - 26 15 5 I ;` 123 ,
ca
�i 1 o
21 � �
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT �
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
t4 6 R W
27
20 7
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING - -
PAD ELEVAT I ONS. WHERE SPEC I F I C ELEVAT I ONS ARE REQU I RED, THE ELEVA- 38 32 28 {„ TYPICAL SIDE YARD DRAINAGE
19 8
TION WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- 37 36 35 ' 12 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TI-E ACTUAL 33 29 CORNER MEASURED PERPENDICULAR TO THE PROPERTY
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �, '", _
E Y LINE. O
c�
43 m
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40 SQ' 3a 32 28
QD
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES , 17 10 33 29
Cj 4 4
OVER 15' IN VERTICAL FEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 45
�� 46 , 34 27
��� 3a
SHRUBS OR COMBINATION THEREOF. SHRUBS R Uj
PLANTED WITH APPROVED TREES, 48 47 41 31 , 16 - �
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 35 -- ' YD 31 6" MIN. 5 MIN. 5 MIN. 6" MIN. x
32 \ 25 26 3' MIN. 1 ' 1 ' 3' MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL FE I GHT SHALL HAVE PERMANENT I°n _ Plan 1 �--_ _ 4a � �
I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER LO CONCRETE 3-Car ` 5 �36 \ , MUDSILL
LL MIN.N. MIN.
10.R. � STOOP (TYP.)
. a �- MUDS I LL
20. FIN �
.:�
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.
m 1- 12" MIN. 12" MIN.
1 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1 LOTS INCLUDED
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO T OF ANY CONSTRUCTION GRADING. Ln
5 37' 40' 12" MIN. ABOVE PAD ELEV. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. E
23. APPROVAL OF TI-ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVEni -I
Q.
INDEX MAP 21X MAX- MI". 21x MAX. co
THE APPL I CANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- ROUND OFF TOP-
RECTION B- B
P/L �
CTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON o
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY STEM I TTED Plan 2 Plan 2 Plan 3 Plan 4 5' 0
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - ►�
� � 3-Car �
5CID
' MIN. P/L
3' MIN. 1 ' o
SECTION A- A
"SILL MI". 6" MIN.
TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER
THAN 5 IN VERTICAL HEIGHT
N.T.S. ..;.
UNDERGROUND SERVICE PLANNING ■ DESIGN CONSTRUCTION U CTI ON SOURCE TOPO APHY 1 MIN. 2: 1 MAX. w
ALERT COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82BASIS 0 F G TQ TE 2z MIN. 6" MIN. Ln
2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 ANALYTICAL PHOTOGRAMNIETRIC SLRVEYS, INC. KB HOME w
647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21% MAX.
CALL TOLL FREE FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES OF THE EASTERLY LINE OF PARCEL MAP N0. 22429, AS SHOWN
1-800-422 33 ■ ■ ■ 27555�ROAD'SU rE 400 NORTHEAST ON RANCHO CALIF. RD. 44' NORTHWEST OF RANCHO CALIF. RD. R I VERS I DE, CA 92501 SUITE 100 z
���o'��'925�-as>q � P.M.B. 147 14-19 RECORDS OF RIVERSIDE COUNTY CALIFORNIA,
C C3N S U LTI N G OW.676AKW . FAx x.676.7240 . www 13F.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 •/ » ' SECTE)
N
SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. BEING N67 52 50 W. /,\ LD O.Z-Z.3 G�
DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 �1 Of
TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALCON a
LD02-154GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D K SCALE �pf SSI0 DESIGNED BY DRAWN BY CHECKED BY
1 P_EV/5a ak-I P,dD 7 ICkA1��s Nil RECOMMENDED BY: DATE: /� Zi 4 Drawing No. o
o O TA A A. J I MENEZ A. J I MENEZ J. TANNER CITY OF TDEPARTMENT oM= PUBLIC WORKS
Contractor F�ecow c�►S r'd 0.7 *V *V r:' *2 HORIZONTAL &-44
� �� y� Plans Prepared Under The Supervision Of
" C ACCEPTED BY: DATE: zz G ��` of r CROWNE HILL1 = 20 w No.60132 Inspector � ,4 _ o
Exp. 06/30/04 �� Date: / Z� DEPUTY DIRECTOR OF PUBLIC WORKS �~ =
Tract No 23143 9
ng P
JOHN D. TANNER, III RONALD J. PARKS Yr TRACT 23143-9LT
In
Date Completed VERTICAL sf'l �l Y 1�- Q���! 6 1 - n r__ ---- - LOTS 4-6 - Q
& 1417
N/A F o� c�`\\ R.C.E. No. 0 32 Expires 6 30-04 R.C.E. No. 19744 Expires 9-30-05 ' Q
'' PRECISE GRADING PLANS PHASE II SHEET 1 OF 2 CLI
RA 231438--� 2: 1 SLOPE 2: , SLOPE
45.00' 50.47' 50.84 TRACT BOUNDARY. 19
50 �T
56.56' °i
�5• 1305• 56. 17 1 .S 56.33' 50.70' 61.60'
q0 T5
t3cR.5
o 4, _ 44 1.0' MIN. W) �
95'0 m n v r• 1.02 MIN. - a,
r
111304. 1.0% MIN. 13D3. cr � 1303 in rn
MIN. N 1303.1 I
r
r
t r-
5' 1303.d .d F1-
. w FG 1303. s'
1303•S = •
1303.9 C141 FL FL 5 -
. g
_ r FL 811 5 30} FG
�
12 13 -3 130 .0
5 1304. 1 FG z 0 16 -
PE=1304.5 FGUj
P
I
2A
1 `�,
14 7• 4 z a �3 ? 6.5' FF=1304.2 1
2 3D � � FF=1304.6 L� 18
1 1 � _ +� FF=1304.7 t�6 o PE=1303.8 =1303.5 PE=1303.3 r'� (� '
'Q � _
FF-1303-o Q `� pE-1304.0 p 20
O� C)
PE=1304.3 a �'o "� o
� •5go
�
N _ GF=1303.5
N LU
W o 13D�1. Q o 13p3.d 10 �F a C3 � 10 �� �, 133.8 130X.7 I
�r 0.3 DF v t3o3• ;r, �, W
�i. GF=1304.3 1 •0 1303.7 0.5 DF co
1303- FL-� FG 1303- 1302.2 ,k �/�
FL-•� (F=1304.0 FG 130Q•7 I
GF=1303.8
. co
10 r - 3
_
' •,� M O A ry• w N
N
63,
40' s w 50.10' s w � go.
N r 4.00 ��,, `~ �ter.. S N 22.4
50.000 IK P r s rr 50.00 S 6.oo _ 1 A 5 s w 29.21•
` 24.37' ~.r. v I
\ „ 26.20' ... `�� � .0/ Cf°/
53
Alft
0 CT
8"WATER ....,, .,. N N .. .
A W.,T nN •..n..r.. + N
110
to
DFtENQ y.1�, w ......... ..................
IN:1
co
' , _ � 8 SEWER �� >. _ + (
10 �-� - M_w-_ 1_i + ►o # 1
+ r 1
r
` 19.00' S w 36.03 5500' S w � �"�� ` "`
_ I
,+ � S
'r + 5 �_
50.00 a _ dw R
(f! 49.37' r 34�
v
��� v
57 •.63 - o r N ti.. `� ai •oto $ ..,� O
25 ' N r, r�' _- 1 o 302.4 w 48 96 0
I cn
s 302.4 qt
0Z•� r► 1303.0 1 GF=1303.6
13 -
FL . '
\ FL-0 1303.2
r 46 55 GF=1303.9 3D3.9 6 .6 7 W M
s 13D3.d 1303.8 w o c
9 94, FG N z FG '�V_ _j a00: UD
p Z 26 o M U-) q„. / �
10 LF z �-- rs 1
W 1 0.1 DF 5 �: 4 3 .� o
C) r 4D K Q
C>
Q Q •0 0 2A PE=1303.3 2 ca
o 0
zFF-1304 FF=1304.o `cnD
qt
7 o PE=1303.9
PE=1304.4 a o o- EB C
EB
8 _H� s _Hm
co
W z o N 1 A-R '6 ,303.4 N O
a v rn N 'n 1303• FG r- l /
-
-o a o oma. 5' 1
FF=1304.4 13D3.1 / o
'" 1303.5 1303. 1 / 0
9 Q r PE=1304.1 z_ ._ FL
.-a Y Ln 5' VFG
EB o • ••o *- 5 0
a N42 aDO
CY, 1303.0 U Li
LL 1.0% WIN. FL f M 133.0
N in FL / 4' 6' / / w
T C4
N 13D4.
IML 5': al FLt d 20, / x
1.02 MIN.
S `r * 1303.3 N 30 20,
6' ,��
1303.5 •- 1303.5 to F1 l P 444
R. _j 30,
L � ..
/60,
1 -5
.�
13ds•t . _A7 4 4� � E
t 3f �. a
o
\ X50,32' � c•'
129 N N
Ln 40M quo
goo
GOP top low
- ' ..........
N
' ` N
• � "tea -"�r.rw
�� � CRO*we '_" ^w„" (D
► "".M- - ".� -"".�- TRACT BOUNDARY °f �"� ..- L DRQ..,,
..
.now
.. _
Uj
TRACT 231
t*WERGROtM SERVICE _ SCALA. 1"=20'
Q rLANNINQ ■ DElIQN ■ CONSTRUCTION
ALERT
0
1
-
�ROAD,�400 20 0 20 40 60 _ .�.� �. U - �...- 1 R3 1
CALL TOLL �E _ .
�a�A,CALFOF A 92�46�
1-800-422-4133 •- �� , f • � - /
C N 3 U LT 1 N C3 �os.e7eAW ■ FAX 9W.676724� - www.RBF.com
LD02-154(;R
o
GRAPHIC SCALE
TWO WORKING DAYS BEFME YOU DIG
i
ESS DES I GNED BY DRAWN BY CHECKED Q� DEPARTMENT OF PUBLIC WORKS Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC`D SCALE �v 1oHw RECOMMENDED BY: DATE CITY OF T
A. JIMENEZ A. JIMENEZ J. TANNER
U3 � &WV15M WD4. PAP T741e kaJCsS o � T ANN
' 0.7' - T.� HORIZONTAL �`�� ��� F� �y� Plans Prepared Under The Supervision Of �r 0
Contractor prt°M O'S r° �'O ` - 14-1 � ACCEPTED BY: DATE. v CROWNE HILL O
a
m _
2
1" = 20 No.60132 - Date: �� �" DEPUTY DIRECTOR OF PUBLIC WORKS =-
x . os 04 RONALD J. PARKS _ -_- TRACT 23143-9
Inspector .0 r p '� HN D. TANNER, I I g Aa - :
A LOTS 4-6 k 14-17 d
F �I
VERTICAL Jf C 1 y l�- �! ', ieas- o
�t p�� 60132 Ex i r es 6-30-04 R.C.E. No. 19744 Expires 9-30-05 f , PRECISE GRADING PLANS PHASE I I SHEET 2 of 2
Date Completed F p� C��IF R.C.E. No. P
N/A