HomeMy WebLinkAboutLot 14-18 Precise Grading GRADING NOTESTractN23143
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIAo� &
IA BUILDING ■ � �
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGEC (DWN I
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM PROJECT
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ ■ PADA SITE
7
CIS � G3 � S7(�
recise 4 � Y�3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . �, �
ROAD
4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. c)ts 1 �18
-- w
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Cloty
lif
PLACED�AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 0 pOVER 1 DEEP. ecu 7 Staeorni
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA ►►
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
' rr 7�(/ / I f�.
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - r TO SMIDIEM l
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \
GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG ` r`" ..'_ ,
�\ Y ,T , M , 2 - VIC INITY MAP
TOP OF CUT SLOPES. � $ .• - - to � � 1 NOT TO SCALE
t t �
S. FINAL COMPACTION REPORT W \,r -
ILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT. �\ _-�� :' - _ 9 1
12
-
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMEN DAT I ONS OF l I
5 4 3 /
THE PRELIMINARY SOILS INVESTIGATION BY: EETRA DATED JUNE-_4.2001 - - S9 _ - =_ - _ `-� 6 I I 2
60 13
50
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE �\� r ,� _ ��-_ �~ 3e I /
31
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- � 33 `\�• �\ `� 46 � � r \ t 4 �, � !:7!:_
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ` �1� w`� 61 57 47 I - _ t5 y
ANCE WITH THE RECOMMENDAT I ONS OF THE PRELIMINARY SOILS REPORT. \ \� n \ 1 37 I 32 {� _ _fi-
\� \ 45 1 B
56
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG \� �� 6248
I 40
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 \ ��` \ 1 44 4 t I _ \ 18 \' 41 39 % 38
REQUESTING FINISH LOT GRADE AND DRA I NAGE INSPECTION. THIS INSPEC-
TION
NSPEC- 49 _ ` 20 t9 ,. = �� �' - , 37' l�
1 42 i
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 \ 63 \ ` �` 1 35 28 2 t 3s
EACH LOT. � � � ` 43 1 42 � � 22 , -- �•�� � _-�. - --- `� l�► � '� �� ; '-
54 50 26 25 23 y `,', �1
- 73
121 A � ` � � �.\ 43 �,��
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL HEIGHT AND FILL [� \ - �' - , ` , ~- , 72 /
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL �X53 - ��- - -`� 18 � '� 35 ` 4 45
122 \ •\ - �- --� \ \ , 4 /
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE �� 65 ` �, S1 - �` - `` - __ - _ - _----'�� 4s,
_ ��
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT \ �� -- -- - 68 �� � � , , 47 �
� 123 `\,� \ 52 - 1 I � ---____. � \ 69 19 1� � 34 V ��'- --T-�- � � � l i � `' � � HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (� \ / \ , -- -___ -- ` _ 1� �I
hh
124 ' � ` � ---/ ' I � I dt 71 � -_ 4 - --�`-_____L__�_ y" - ��� / , , � '.
A PAD ELEV. -o. MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �� I I so 72 - \ _`L_ - /��I ss/ �A.
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �\� \ 2 � 79 7a 74 73 - \ `\ o I '44 33 , _ �� �I ; 67/
t o 67 77 7S 2 ti��1 i / - �
MATERIAL. 125 v �' \ 21 ------1 51 - ,
�r 3
ss � i z z i
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 _
\ 1 52 1 . , T i
`,\ `, N 4 5 - `� 23 �` j 49 !� �l i • i z
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 • 6 24 �� -
PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF 127 _ `, r rR 8 �_ - - i °� -� = 31 ; f �` / ' -
F I LL MATERIAL. ` �, ~y C r 9 - 53 fi, ' >o m. >o ir.
n
2 \ ' ` \`� _� �����
2,31
1 1 1 12 13 14 25 �� / j 28 1 29 �\ `--- r►��� 64 �� 1 (D@C
\ \ / / 1 30 54 5 B 5 5 B 5
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF \ \ 123 ~ _ _J 6 15 --�--_ ` , , , , -� ' r C ,
/ / - 27 ' �� i 55 �/ L. 63 MIN �) MIN MIN �' MI ;
PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL 111 J - \ ", ~- _ �.~� `\
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 1 �� y \ �, �, i� 28 _ 26 2-L-3 J 5s i� �� , , 27 --�_ , �AC _ _�---------� / / 62 ;ADJACENT PROPERTIES. �---__ 16 ! _� -- ,. ,
...__ _ _..__ � , PAD PAD j
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED FF z Z FF M '
LEGEND
BY THE D I RECTOR OF PUBLIC WORKS. i 16' be K 1 ae ; o
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUETOP ���� '' _ ; MIN. MIN. 0.
m
TC �� SCALE: 1 " - 150 ; 0.
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FLOW LINE • ; Z t
MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO , - 01_4
z o
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. LOTS INCLUDED - g
HIGH POINT -- ' 1Dx °zk
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 F I N I SHED GRADE FG INDEX MAP R/W1_11" -A
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
FINISHED SURFACE FS g
18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE `)
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- GRADE BREAK G8 2
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- DISTANCE STANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TIE ACTUAL CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000,0 g
45 55' S0' 50' ;-----; R o
19, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r, r, r, r� 6" MIN. 6" MIN. 5 MIN. 5 MIN. 6" MIN.
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. W
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS FINISHED FLOOR FF 0000.0 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL X
SILL IS 6" MIN FG
SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, WATER SERV I CE --Q PIan 1 PIan 1 Plan 2 Plan 2 GARAGE FLOOR = FG
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT o _ - _= -T ABOVE GARAGE _
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER ,EWER SERVICE S cn to �, 3-Cor 3 Car FLOOR SLAB
10.R.
L TE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
DRIVEWAY vEWAY STOOP (rrP'� br GARAGE DETAIL
12" MIN. 12" MIN.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - "
I
-; I I I I
--J --J ______; ; 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE
---- --- 21% MAX. MIN. 21% MAX. 9
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER /1212" MIN. ABOVE PAD ELEV. SECTION B- B
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
UNIT TYPE/ELEVATION \2A/ 49' 49' 50 50' ;----- 50' ;------ 50' I•
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP
r� i r� i i r� i i i i i 0
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON INVERT ELEVATION IE 5'
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED BACKWATER OF) PIan 3 _ PIan 3 PIan 4 PIan 4JPIan 5 PIan 5 P/LTO THE CITY ENGINEER FOR REVIEW AND APPROVAL. B TER VALVES ao 3-Car P 3-Car 5 MIN.
o r N r r'? ao co PO 3-Car PAD ELEV 3' MIN. 1 ' a
ENHANCED BLDG. ELEVAT I ONS 'n --a,-T •� -8 T r` L -'r L --`;, -
R I GHT SIDE OF LOT ESR `O r -- '1~~ -� -{~` ccoo r .I r - PER PLAN MUDS I LL MIN. 6" MIN.
1 1 , I L I I L I I 0
1 1 i i
LEFT S I DE OF LOT ESL ___
SECTION A- A
J
REAR EB �------ I I I �
------ EXTRA J EXTRA DEPTH ;.
PAD ELEV �. FOR REAR YARD SLOPES GREATER FOOTING
INDICATES EXTRA THAN 5 IN VERTICAL HEIGHT
DEPTH FOOT I NG X�� TYPICAL FOOTPRINT. PER PLAN FG-PAD ELEV m
WHERE NECESSARY 2: 1 MAX.
N.T.S. 12" MIN. 6" MIN. _
a
UNDE RG ROUND SERVICE DENCH MARS P GRAPH OWNER / DEVELOPER 2% MIN. �
BASIS OF BEARING NOTE 21 MAX. SECTION C-- C
ALERT rLANNINO ■ �ESIAN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428 .� 0
2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAM�ETRIC SURVEYS, INC. KB HOME THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE
CALL FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0.
51
TOLL ■ ■ ■ 27 ��'9 400 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79 3.2' EAST OF GT POLE R I VERS I DE, CA 92501 SUITE 100 z
1'-800-422-4133 MaECULA,CAUFOFINA 92991-4679 (909) 686-5103 SAN DIEGO, CA. 92130-2647 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL
CONSULTING 909.6MAX2 ■ FAx 909.676.7240 - www.RW.corn (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE c<
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16.56'06" WEST.
TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON
LD03-176GR 2
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ���I�ssly*� DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
�® TAN A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: --.-_ l7 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL .`�� � �, tea, Plans Prepared Under The Supervision Of
" �+ ACCEPTED BY: a4b,�4 7 Z031 = 2O ;� hb eo132 DATE. CROWNE H I LL _o
Inspector SEE ABOVE gyp, %p/04ft - Date: 43 DEPUTY RONALD J. PARKS
PUBLIC WORKS TRACT 23143-7 LO
VERTICAL JJ, �1�1t �ti� JOHN D. TANNER, III
Date Completed �tF 60132 6-30-04 Lot S 14 18 a
N/A OF CA�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 lr�ieea==
/ f PRECISE GRADING PLANS PHASE VIII SHEET 1 of 2
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S w 22.99' `` 4.7 37.23' S w 65.00' S w . .....I __.
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1--800-422-4133
teMEcu.A,cAUFor•NA 924679
C C3N S U LT I N G 9W.T7e-eW • FAX 909.676.7240 • www.RBF.com
GRAPHIC SCALE L00,.3-176GR z
Two WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Qaa I g S j�� DES I( D BY DRAWN BY CHECKED BY !?/ Drawing No. o
/� RECOMMENDED BY: DATE. / lig CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS Q
TAN�P � A. J I MENEZ A. J I MENEZ J. TANNER
Contractor HORIZONTAL h r PI a Prepared Under The Supervision Of �
„ _ � --� _ ACCEPTED BY: DATE: 7 / o CROWNE HILL o
Inspector SEE SHEET No. 1 1 20 ,, � / DEPUTY D I RECTOR OF PUBLIC WORKS
6/30/04 Da t e: TRACT 23143-7 "'
'¢ JO D. TANNER, III RONALD J. PARKS a
VERTICAL `rt e1 j� ��! -_ Lots 14 - 18
Date Completed �lF tE�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9--30-05 - a
N/A or c A� rl __lad PREC I SE GRAD I NG PLANS PHASE V I I I SHEET 2 of 2