HomeMy WebLinkAboutLot 88-90,101-103 Precise Grading GRADING NOTES - &
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . .9. 3143 9
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRA I NAGECROWN HI , PROJECT
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 'AW
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. -- SITE
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . x '� s1
PreciseGrY 1 �
a
a � asp
MAD
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. c)ts 88 �90 + 101 �103
U �F
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND
F
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 ' ■
PLACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP CURB TCIn City
oTemecul
of lifornia
OVER 1 DEEP. FLOW LINE 7
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEIiECULA ��- 1 19 22 25 2a I j' ►�""1'
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP �- IN e 1my. 79
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _ �" �'�� ,, 13 �c� .0 17TO SM DIEM
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG -� •• ' R SII
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. RpYAL 1 18
_� �� � � 12 23 24
FINISHED SURFACE FS1 29
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG � _---- - _ _ , f VICINITY MAP
TOP OF CUT SLOPES. -� -- --
GRADE BREAK G8 - - - -133 _ NOT TO SCALE
� �"1'�1NR7r��l_-
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 11 r -
ONE FOOT. GARAGE FLOOR GF 0000.0
• TRACT 23143- 10
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF10 9 8 7 b D 4 3 2 1
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUICE 4. 2001 , PAD ELEVATION PE 0000.0 \ ,,
/�
F I N I SHED FLOOR FF 0000.0 ., 74 r ,8
34
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE r
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVICE 73 ( ; .J 134
�L
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 75
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72
SEWER SERVICE � , 76 �_
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 71 lie DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 / 119 --
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- - - 70 9a 77 _ -� 1� 117 , 120 �� �� ,
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I 60
EACH LOT.
SLOPE - 105 ,,, 61 5
_ 69 1 78 97 I 116 121 /�, „�
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL LOT NUMBER /
/*0 1 2N 79
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 68 100 106 t 15 122 s' /� 62
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \ZA 96 101 102 103 rr
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 64 65 66
80
67107 1 t 4 / , 123 �. HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 81 95 _ / 63 141./ 5- PAD ELEV. -0. .' MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HASI 10a 113 124
r� A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES BW �AD 82 % T64 56
MATERIAL. 'O� ,.• 93 88 109 /�® �// z z
ENHANCED BLDG. ELEVATIONS g2 90 112 125 / I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR � 61 eo S9 58 91 110 65 55
111
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL t 62 126
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF REAR EB 84 - _ 127 66 �/ 54 I I
FILL MATERIAL. % -��_:_;;:: - Ej� �� I (�/
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA zn 46 56 \ 85 y 53 I M I N � MIN M I N � MI I
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAG CONTROL x 45 86 r e� ) �)
E OL DEPTH FOOTING \ as 21 20 I I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 44 a7 25 24 23 1 52 I PAD PAD I
ADJACENT PROPERTIES. ' 1g l�ty ► FF FF i
54 11z i ,._,
26
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 2 - 5 I z I
BY THE DIRECTOR OF PUBLIC WORKS. 53 10
, 24 18 ra' 16 16
52 2 3 MIN. MIN. I
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE4a 47 51 17 .
IL
I
TO FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 28 25 23 +� I z z I
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I _ a o.--4 M o I
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 41 48 49 ' 22 16 I I 1 R A CT 2 6 �� t°x �`'
SO 6
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS (1 .5) 40
26 1S I �' 123
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 6 I" �'r R W
AND FILL SLOPES OVER 30' IN VERT I CAL HEIGHT. 39 _ y 31 27 1 14 I �� °'
20 kA �� � ,/ TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING I 32 28 13 1
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 38 1929 a 1t� �' r ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- , 33 I 12 �� f CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18
43
40' SQ' 143_ 30 32 28 R
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE _
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 44 17 10 33 ` - 29 " " 5' MIN. 5' MIN. 6" MIN.
OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE RAC 45 \ 34 30 27 6 MIN. 6 MIN. ,
> � 4� 46 31 MUDSILL 3 MIN. 1 1 3 MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 , 41 16 31
35 26 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 ` 32 / 25 "
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT cy 3-Car _--- --- 40 15 /36 ,;-- `\ \ GARAGE FLOOR. -_ SILL I S 6 MIN FG_ FG
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER os -- \ Z ., \ �a _ T ABOVE GARAGE -
T FLOOR SLAB
10.R.
STOOP (TYP.) �
CIO 000,
co •.
20. FINIS GTHARADE HALPER BE SLOPED
DFOR AM AWAY FROM I N I MUM OF ALFEE TER I OR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. � FL _F 12" MIN.-
LESS21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ., LOTS INCLUDED 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. a
M' -- - 21% MAX. MIN. 21% MAX. 00
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 12" MIN. ABOVE PAD ELEV. o
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 37' 40' SECTION B- B
INDEX MAPLO
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 _ Plan 3 Plan 4to
5' Q
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. In In 3-CarLO � 5MIN. P/L 3
Itn Co PAD ELEV 3' MIN.M.
1 '
PER PLAN MUDSILL MIN. 6" MIN. Ul)
SEC TION A- A EXTRA DEPTH
FOR REAR YARD SLOPES GREATER FOOTING
TYPICAL FOOTPRINT PAD ELEV THAN 5' I N VERTICAL HEIGHT =FG-PAD ELEV w
N.T.S. PER PLAN WHERE NECESSARY FL2: 1 MAX. �
a
12" MIN. 6" MIN.
UNDERGROUND SERVICE BENCH .MACE OF TOPOGRAPHIC OWNER DEVELOPER
O PLANNING ■ DE■IDN ■ CONSTRUCTION _ W
ALERTLU
BASIS OF BEARING NOTE 2% MIN. L'
20UNTY OF 1/2" BRASS RIVERSIDE
I N CONnC.. CYLINDER NDER STAMPED T 27-81 ADJ. DATE 9-13-82 ANALYTICAL PHIOTOGRAIu�ETR I C SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21% MAX. SEC TION C--�-- C Of
a
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 0
CALL TOIL FREE ■ ■ ■ �ROAD,�400 NORTHEAST ON RANCHO CALIF. RD. 44' NORTHWEST OF RANCHO CALIF. RD. R I VERS I DE, CA 92501 SUITE 100P.M.B. z
T�CULA,CALFOFHA 9259H467'9 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA,
1-800-422-4133 CONSULTING 009.676AM - FAx 909.676.7240 - wwwROF.comn 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. ir
SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 0
TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALCON L D0:3-179 G R Q
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CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q���l S S 1oN� DES I GILD BY DRAWN BY CHECKED BY ' �' Drawing No. o
A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY. DATE. 40 CITY OF TDEPARTMENT of PUBLIC WORKS �
Contractor HORIZONTAL ,� ��� �� PI ared Under The Supervision Of
" ,Y, ACCEPTED BY: O' DATE. o
1 = 20 W No.60132 LtO3 CROWNE HILL o
Inspector SEE ABOVE °G ExP. 06/30/04 Date. �.SDEPUTY DIRECTOR RECTOR OF PUBLIC WORKS TRACT 23143-9 `-)
JOHN D. TANNER, III RONALD J. PARKS a
VERTICAL sr' C/y I\- ��! C _ :--- LOTS 88-90 k 101-103
Date Completed 1F �� 60132 6-30-04 Q
N/A OF C k\-\� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 '''fv► ;9 O PRECISE GRADING PLANS PHASE XV SHEET 1 OF 2
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY �
�� Q�pEESS f0�,� / Drawing No. o
�O TAN A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: 7��7/Q3 CITY OF TDEPARTMENT OF PUBLIC WORKS Q
Contractor HORIZONTAL
Plans Prepared Under The Supervision Of o
' ACCEPTED BY. DATE: CROWNE HILL
•� No.60132
Inspector SEE SHEET No. 1 1 _ 20 � Exp• as/3o/o4 0 Date: � �S0 DEPUTY DIRECTOR OF PUBLIC WORKS O
'� RONALD J. PARKS R TRACT 23143-9
�, JOHN D. TANNER, III
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VERTICAL r c 1���. � - LOTS 88-90 do 101-103
Date Completed 'l o��
F F 60132 6-30 04 =:::w=: Q
N/A OF C��.1 R.C.E. No. Expires R.C.E. No. 19744 Exp i res 9-30-05 �9ae o
PRECISE GRADING PLANS PHASE XV SHEET 2 of 2