HomeMy WebLinkAboutLot 56-63 Precise Grading .1
1
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 DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
PROJECT
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUMC (DW N I
,, gyp ��'
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. P
• n -- SITE
.3. MAXIMUM CUT OR F i LL SLOPES 2: 1 .
recise
`►
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL
ILL SLOPES OVER 5 HIGH.
5. ALL GRADING SHALL � DOPE LJI�ER THE SUPERVISION OF A COMPETENT C)ts 56 63
..
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ■
PLACED.AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ��-
OVER 1 DEEP. Ci y o emecu 7 te of C
1 *1f
orni
.7
6. A REG I STEREO CIVIL ENGINEER SHALL SIJBM I T TO T� CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH rrr. 'M
rrr
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - 'M SMI DIM �
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. �, - I
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG \` = TaT ,
=TOP OF CUT SLOPES. .I y J 26941 = VIC INITY MAP
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR \,
1° _ q NOT TO SCALE
ONE FOOT. � ALL FILLS GREATER THAN � \�\� _ � �_ � I
� . .
12
9. ALL GRADING SHALL 13E DONE IN CONFORMANCE WITH RECOM EN DAT I ONS OF �A " .•'
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE_ A. 2QQ� _ _ _ '-'� e 6 1 5 I 3 2
y
13 _.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 7 -
ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- `A r\ ` 46 •1 3
MEN DAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- �\ t s 57 4730
~r \ 14 \ -:• �-
ANCE WITH THE RECOMMENDATIONS \ -
OF THE PRELIMINARY SOILS REPORT. 37 I 30 f,/ _ ~ 15
45 40 32
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG ` \ 62 4e \ _ \1d i �� 1
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS I N ADVANCE 119 �� 41 I 2� _ \17 ��`; 41 1 40 1 39
REQUESTING FINISH LOT GRADE AND DRA I NAGE INSPECTION. THIS I NSPEC- ` 1 I , \ 1 d .� - -� r i
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 �\ 633 ` � � � � + 20 \ 19 ®-�-- ` 42 � � ' r 37
EACH LOT. 1 \1,, , \ 35 21 + ��s- `
`� 43 1 42 34 1 + _. 36
54 2322
� -
\ - A
121 \r 2d 25 24 + �' � 43 .�,,.�-�"' ^ 73 r
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL FE I GHT AND FILL �"') \� 64 _ - -___ 27 - - _ 1 "--._ / / / /
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL \� \ 53 �------ - _ / - - 18 �;, 35 , 45 r , / 72,
122 \ ..\ 44 r
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE \� r\ ` �, 51 - - - __ „_ __ - - _ _ -- __ ' '
-� r r 461/
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 123 \ \� \ - - _ - gd \� �1 `� i ;
CODE SECTION ` ! \� 1 I `` 19 � 34 � r r / 47 �l ,•.•�
ON 17.06 PRIOR TO THE APPROVAL OF FINAL NAL I �1� 1 ag
HIGH POINT
INSPECTION.ON. � 70
'. PAD ELEV.
12. NO F I LL SHALL BE PLACED ON EX I ST I NG GROUND UNT I L THE GROUND HAS 124 \! \, - 82 01 71 - - --_ ---�-- -_L__ i / / 66 i ! -0. MIN.
�" 72 -,� �I r , A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS e_00_01'
�' �\ 2 I T9 73 _ I� 33 ; '
,8 _ r� , �! 67,
\ 67 �- -- 77 75 74 ; 20 -----_
MATERIAL. 125 � \ \ � � 21 -� 51 � / ,
\, \� 32 I 5 68 I Z z
13. F > \\ + 1 22 I s2 0 , . 1 rrr,� K I
I STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I S TO BE PLACED, THE TERRAIN N /� 126 _ '� 4 `` 23 \ ' r; �� � !�' / �.,' � , ,- � � I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 - ' �` . 5 s - ~ 24 ` ` -_ 49
PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF 127 / R 7 8 !-_ --1 �. .. --~� 31
FILL MATERIAL. - _ A C 9 _-� �- , . 53 �� p fi5 •� 1 a Ir. >o M.
112 �� ' V 10 11 12 14 / I� 25 /� / 1 I 29 `� I �����,� // •�� ' 1
,� �__ 4 `. 13 / 1 28 1 % I -`'CCr" �/ 64 1 I (F !'I OM r
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF �� 123 `�_ 6 / 1 s � -- ��_ I I � 30 �� � 54 �,� ., r s � $ 5 5 $ �eE C 5 C I
111 / -- - I 1 I 63 I MIN I
MIN MIN MI
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 � r �` � � � / -- _ _.�.,�,,. � s'•" 27 -.-�. .\ I 55 I �
SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO �� rY 28 -�- 26 "'� __ �' 56
i \� ��� \ 27 ��� - �- 16 i' 1 ACT.� _�__ -3 _�- ___--,� / 62 I I
__ .� �, r PAD PAD
ADJACENT PROPERTIES. � � -- __.._._ FF �
FF 1
15. ousT SHALL BE CONTROLLED BY WATER I NG OR OTHER METHODS AS APPROVED LEGEND
BY THE DIRECTOR OF PUBLIC WORKS. ��•� I
IN. MIN. '
r 1
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TOP � �� TC ��, S A _ ' I
CLE. 1 150
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE �� LIQ � I z �
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I _ z _
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. - -- LOTS INCLUDED >' roar N r
HIGH POINT HP
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5)
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT FINISHED GRADE FG R W 4
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. INDEX MAP
FINISHED SURFACE FS
18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD R AINAGE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- GRADE BREAK GB DISTANCE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- NCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000,0
45' 55' 50' S0'
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 5 MIN.
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ", ", 6" MIN. 6" MIN. 5 MIN' fi" MIN.
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISI-ED FLOOR FF 0000,0
MUDSILL 3' MIN. 1 ' 1 ' 3' MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, GARAGE FLOOR � _L SILL IS 6" MIN FG F
15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT WATER SERV ICE -�-- Plan 1 Plan 1 PIan 2 Plan 2 ABOVE GARAGE G
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER coo 3-Car �v 0 3-Car
- FLOOR SLAB
10.R. SEWER SERV I CE
i.
20. FINISH GRADE" SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY STOOP (TM..) L GARAGE D E T A 12" MIN. 12" MIN.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
IL
r-- j 2% MIN. 2: 1 MAX. fi* TYP_ 2% MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE r=====__' rpa
21% MAX. MIN. 21% MAX.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER �� 12" MIN. ABOVE PAD ELEV. N
TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 49. 49. �' SECTION, B- B
UN I T TYPE/ELEVAT I ON \LAJ ;-----; 50 ;_____;
23 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DC1ES NOT RELIEVE I I I ""1 ROUND OFF TOP
• ", I ", I r, I P/L o
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION --- IE , r~
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON 5
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Plan 3 Plan 3 Plan 4 Plan 4 low
BACKWATER VALVES -�-~�- 3-Car i� 3-Car J a Plan 5 Plan 5 5' MIN.
P/L
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N "r� 3-Car
PAD ELEV 3 MIN. 1
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF T-EMECLI A DOES NOT IMPLY PLY OR ENHANCED BLDG. ELEVAT I ONS --+�- --�-tom �' " -�r I r -`r� o o PER PLAN MUDSILL LL
--�_�- `-1 I cD MIN. 6" MIN.
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING RIGHT SIDE OF LOT ESR %- ---- I " tO " -�
r r , L I I L I I O
THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. LEFT SIDE OF LOT ESL I I_-____� I +
THE CONTRACTOR/OWNER/DEVELOPER IS RESPONS I BLE FOR OBTAINING THE APPROPRIATE " �- SECTION A
REAR EB I �`, i EXTRA DEPTH a
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. �r-r ! - �--J � `J � �' FOR REAR YARD SLOPES GREATER
� r--- - J r-- PAD ELEV FOOTING
INDICATES EXTRA THAN 5 I N VERTICAL CAL HEIGHTG--PAD ELEV 'r
DEPTH FOOTING x �- TYPICAL FOOTPRINT PER PLAN i< T
N.T.S. WHERE NECESSARY w 2. 1 MAX.
12 MIN. 6 MIN a
UMERGROW D SERVICE BENCH MARK W 2% MIN.
W
21 MAX. `�
ALERT PLANNING ■ DESIGN ■ CONSTRucTroN 1 715 F A UnT�+ ATC V)
COUNTY of RIVERSIDE B.M. No. T-1-81 EL=1026.428 ANALYTICAL I CAL PHOTOGRAM ETR I C SURVEYS, INC. KB HOME tiiZllr NOTE
SECTION C- C,2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. T9 647 MAIN STREET, SUITE 1A 12235 EL CAMINIO REAL THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE
CALL Til rMSYNz� s�4oa FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. 0
1-800-422--4133 ■ ■ ■ ��►,CALIFO�u»2M-4a79 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE RIVERSIDE, CA 92501 SUITE 100 23432 FILED LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL o
CONSULTING SM.e�� a FAX 909.67 .7240 - www.RW.cor� CGT 2453) 300EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 686-5103 SAN D I EGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE <
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. is S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST, i
TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON LD03-232GR z
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE �p I�S S 1Oy DES I GIBED BY DRAWN BY CHECKED BY o
• CITY OF TEMECULA Drawing No.
A. JIMENEZ A. JIMENEZ J. TANNER RECOMMENDED BY: DATE: / d DEPARTMENT OF PUHLIC WORKS Q
Contractor HORIZONTAL .�� �f P I r
Plans Prepared Under The Supervision Of o
" �. �13Q ACCEPTED BY: DATE: /0 �3 CROWNE HILL o
1 20 N�.
o
Inspector SEE ABOVE _ Orjp Date: d G o3 DEPUTY D I RECTOR OF PUBLIC WORKS
VERT I CAL �' t ♦N JOHN D. TANNER, III RONALD J. PARKS TRACT 23143-7 ,.
Date Completed f't r r 1 0��' -.________ LOTS W -- 63
OF C��1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9~-30-05
Tract
E � 60132 6-30-04 �',r--==_-��ea-: o
N/A p f�• PREC I SE GRAD I NG PLANS PHASE 11 SHEET 1 OF i
!I
i
p r
58 1
M■r 59
^V
DRIVE
NCROWNE NHILL ,
40
,
C! ' . w . - . .wrii . r 1` A • fes. `1►
OPEN
TS , A
1303.0 N SPACE
N
70-Q,3 � �, 70.03' * LANDSCAPE & MAINTENANCEFIG
__ EASEMENT TO �C
_.1.OX MIN. ... y � - � TCSD.
/tl.4
1301.7 .1 3.7 3.7 1.fi51302.4 1303.7 '"` 2 1. SLOPE MCI ate TS
° n �- * ,~---"w ,ac
V-
0 ? 1301.3
13.6 �i6.4- 8
- ---,., 1
t 6.4' 8
1302.0 1302.0 15, N 6' r r. 1303.7---0
FG FG 1302.7 1302.7 f fir•9 yJi� t' ? 1
a� FG FG
� 1302.1 �• 1�
I
63 r-LWJ FL '�~ G n-, h •p�
� •• 1N.
FF=1302.7 1--E z `� ^• r�D a' I 1
z PE=1302.0 ?
64 FF=1303.4 K_ sl 1 --1 I I
PE=1301.4 E8 CY
o' PE 1302.7 �- FG �1 I
� �'a�3o 161• O��• ; �C
1302.3 11 '7'*
•-� � •FB ''iii'. I
t°u� �_• 1 5 6 22022' 60 5
•.-c w- o 33 33'
1301.7 1302.1
1302.0 FG 5' FG GF=1302.7 1302.7 I
7' FG GF=1302.0 g,4 1301.3 FG -101±- 61 66
1300.7 1* 1300.6 E--GB 1301.5
001 1 L0
M 2"
ST.LIGHT • rt Q QQ O �,, , 00.8 a
99.8 (TYP.) �S '� FG �- °� p O•p�ac 1 1 W I
_ FG w s 70.oo' ' `� `` )F-
-A---
ELEC.
62.00' w s 8.04 L I NE 00.4 ELEC.PAD - - -- 6 FH 1 2* �, � ! I
TYP. FG TYP. TYP.) 1.47 `���
"WAT ell
24',* 1
N N A ►.V aD Ca " �� 9� �'M
,p p�
LU
1.05% W) M u p ti , ► LL
it 39 14 4 Ikr
" ! 10 6 F ,0 1 1
sEWE c`� N%3,\ I
ac iv -0
13 .71 r' p
DEVANT CIRCLE _RIS 1 ,. , !
N
0
a
(D ~'=�,�'� � n 01.1 117.15 I 1 �.
o rn 3 �° T ! w FG 1.3% 1 9p 19
� LO
-
w S 25.04 ~' + n . y / 0 1
41. 1 Q
LO
CD
49
1300.7 l ! \ F� 1 o
1300.6 ro E N / „�'` I I
LO
-G8 � : c w S 34.64 , 6, . o �1 q ro I
9 f 1302.0 GF=1302.0 6 � � h°� �,• � o
F6 1301.7 ni 0 23.5 w S 'S h •.�G� '`�C� '� 1
1 � .
�5 1301.4 ao �, ., I t
v'? o C' �� ! ca •�- S 0--o
� N
55 5 130 .2 =, : •' ��•�
I 1
PE=1301.4 FG N F w CSS - m
N
�- I
'�• u7
2-E .-o ,�1
s- 1
o 1301.4 h °f �� �• 1 I
z o + C�
:o. FF=1302.7 o FL`GB 5' �6 1 .R rl, ; i� -. ^ W
_ ur
T•- PE-1302.0 + 1302.6 O ! F of ''� ^ 1 N x
o"1 6 '� O '�
� '� 57 z_
FF=1303.3 - 15 'L3 •�j I
7 13FIG 2.0 1302.0 PE=1302.6 *
fid. E
Li 1301.8 �g 1
1301.3 z 1301.4 0 1
N
N FL 1302.6 1302.6
'T
15' FG FG
44 . a �I
1.0% IN. 16 * w 1 G
... 1301.7 1302.1 N 0 31.43'
F 2 ;rZ ,�'L 5 1�• I
1
ch
N 1 * '
1303.0 '" 1303.6 1302.3 1303.6 1303.8 � -• 1303.8 /
TS 65.00' TS TS 71.00' TS TS 1 .80' TS / 21 . 9'
3
1300 o
1295
1295 i ¢
1290 / w
SLZI E'
-" 1290 20 0 20 40 60 Q
u�RGRou� sERv�cE 47 2: , sc� � a
• w
0 PLANNING ■ DEaiDN ■ Ci]N�TRUCTION GRAPHIC SCALE
ALERT PE=1289.7 1285 /, 04ZI w
CALL TOLL FREE ■ ■ ■ 27W5 YWZ ROAD,SME 400 1280 Z
1-8AC-422--4133 Tecu�.A.cAUF -��
C O t4 S U LT 1 N CG 9w.67wwa - FAX oOa i71t m - wiw►.R Axn
ca
TWO WORKING DAYS BEFORE YOU DIG LD03�-i�32 G R Z
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D B SCALE ��p F E S S 1 p�� DES I GRED BY DRAWN BY CHECKED BY Drawing No. o
. A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: f� CITY OF T DEPARTMENT OF PUBLIC WORKS
O
Contractor HORIZONTAL ,��� - `T `^� Plans n Prepared
y � r, r, a s Under The Supervision Of � ccpp
1" 20' �.60132 ACCEPTED BY: DATE. t -3 T CROWNE HILL o
Inspector SEE SHEET No. 1 °` Date: o G o� DEPUTY DIRECTOR OF PUBLIC WORKS
' � a "F JOHN D. ANNER, III RONALD J. PARKS _ TRACT 23143-7
sr ��r t� ! rr -
Date Completed VERTICAL 'l � - LOTS 56 - 63 Q
A
N F 4F C�`1�0 R.C.E. No. fi0132 Expires 5-30 04 R.C.E. No. 19744 Expires 9-30-05 �r:--�=-��ea-=:�-- a
� �•� PRECISE GRADING PLANS PHASE 11 SHEET 2 of 2 �