HomeMy WebLinkAboutLot 36-40, 48 Precise Grading IF�IA Rp10
GRADING NOTES -�--
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract Nio . 93143 9
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 NAGECROWN , ° PROJECT
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 'A�
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. �► w SITE
S
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Precise igo
a asp
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. M U
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND
c)ts 30 8
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000.00 ■ ' `' �,
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC Qr, ° P j
In y of M CU alifr� i+ 4
OVER 1 ' Q DEEP. FLOW LI � I7 St e or� � A.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA t Te e I
�� ►+�M"�'
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP ��- I� 1s 19 25 �$ ��� SII "'� 7°
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ��� �" , , , 13 �1 I TO SAN DIEGO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG .. .�... ____ �� II
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. j;pyAL Cc7piU�_ �� 1 18 23 2429
I /l
F I N I SHED SURFACE FS ---r' r - 12 ' ' 11
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG , _ VIC INITY MAP
TOP OF CUT SLOPES. GRADE BREAK GB 133 NOT TO SCALE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT. GARAGE FLOOR GF 0000.0
Ac 231 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
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4. 2001 ,
F I N I SHED FLOOR FF 0000.0 74 4 .• •
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 1 ,
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVICE W 73 ( � J 134
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- `� l
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 75 /I -
SEWER SERV I CE ----QS /
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 71 76
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 104 119
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- _ _ 70 1
77 - 117 / /
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - � 120 �/ 60
EACH LOT. SLOPE
I 06
......-._..._.._ ,. 69 I 78 , 97 ''' 116 121 /�� 61 5
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL LOT NUMBER 12 106
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL hE I GHT SHALL 68 96 100 101 102 103 115 122 /�� 62
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \?A/ 65 80
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 67 114 123 l� HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 81 107 106 / / 63�/ 5- PAD ELEV. -0, WIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS _ I 113 I� �I A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES _AD 82 t24 / 64 56
MATERIAL. 93 109 / z z
ENHANCED BLDG. ELEVAT I ONS 83 92 112 125 / K x I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 59 58 9t 110 / 65 55
RIGHT SIDE OF LOT ESR 61 6o t 11 I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL 62 84 126
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF REAR EB 57 85 - 127 �' �� 66 54 I to '� 11 I
FILL MATERIAL. '� ,,•` J 5' B 5' 5' B C 5. C I
- -��
46
Ef�Pf
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA y g l _ - fi 7 53 I M I N No MIN MINS MI I
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x 45 \ - 21 20 _ I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO / 24 23 22 25 1 52 I PAD PAD I
ADJACENT PROPERTIES. t9 z FF z FF z
44 Z
54 z ►�
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED / 26 2 5 1 53 61I
j I I
15 .e ,e 16
BY THE DIRECTOR OF PUBLIC WORKS. 43 47 52 � 27 24 1 3 J� �I +� +'��' ,,;�
MIN. MIN.
16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE 42 51 17 ++ I I
TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECTIVE 28 . ' 25 23 4 I� ++ �� +, I z z I
MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO I I - o? o I
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 4 t 49 22 16 I I TRACT 23143-6 /
, N
48 SO 5 I BMX1 7 j
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 30
26 15 1123 1
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 6 I ++ I R W
AND FILL SLOPES OVER 30' IN VERT I CAL HEIGHT. 39 -- 31 27 14
20 7 + +, ++
TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING I 32 28 13 1
+
PAD ELEVAT I ONS. WHERE SPECIFIC ELEVAT I ONS ARE REQU I RED, THE ELEVA- 34 , 19 a ++'' ++ I STANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
)
TION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVA- 38 12 Vk r
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL 38 37 29 I +' ++ CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 1 t 9 �� \ ++ +
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
40' S0' 43 30 32 � � 28 R
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ` 17 10 33 ` . - 29 " " 5' MIN. 5' MIN. "
OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER HALL 45 44 34 30 27 6 MIN. fi MIN. 6 MIN.
> � S � � 47 46 31 MUDSILL 3 MIN. 1 1 3 MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 41 16 31
COMBINATIONS 35 � � 26 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; Plan 1 Plan 1 ` 32 / 25 "
15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT - cv
3-Car - 40 15 /36 \ GARAGE FLOOR SILL I S 6 MIN FG FG
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER � CONCRETE rn -� \ 7 moi' `, 4 _ T ABOVE GARAGE -
10.R. STOOP (TYP.)
• T FLOOR SLAB "
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. FL T 12" MIN.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ,.� LOTS INCLUDED 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR " 21% MAX. MIN. 21% MAX.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. g 37 40' 9 12" MIN. ABOVE PAD ELEV.
SECTION B- BINDEX MAP
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 5, q*
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 E Plan 3 _ Plan 4
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. 3---Car 5' MIN. P/L a
LO�
°r�i PAD ELEV 3' MIN. 1 '
PER PLAN MUDSILL MIN.
6" MIN. o
n
SECTION A- A EXTRA DEPTH '
FOR REAR YARD SLOPES GREATER
THAN 5' IN VERTICAL HEIGHT PAD ELEV FOOTING FOOTPRINT
=FG-PAD ELEV
N.T.S. PER PLAN WHERE NECESSARY FL 2: 1 MAX. �
12" MIN. 6" MIN.
UME RG ROUND SERVICE BENCH_MARK SOURCE OF TOPOGRAPHY WNER-1.,12EVELOP 2% MIN.
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PLANNING . nE■roN . CONSTRUCTION BASIS, OF BEARING NOTE Uj
ALERT COUNTY OF R I VERS I DE B.M. NO. T-27--81 EL=1230.562' ADJ. DATE 9-13-82 �'
2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 ANALYTICAL PHOTOGRAM1rETR I C SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21 x MAX. SECTION C- C
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
CALL TOIL- FREE 27!f66 Y�z Ao�►o,s�xrE 400 R I VERS I DE CA 92501 z
■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. SUITE 100 P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, a
1-800r-422-4133 �'�o�A 92�*° 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. <
CONSULTING �.V6A 42 - FAx 909.876.7240 - www.FBF.corn SET FIBERGLASS WITNESS POST 1 ' NORTHWEST OF MONUMENT. 858 259-6000 0
DATE FLOWN: SEPTEMBER 30, 1999 ( )
TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALLON LD03-079GR z
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q��F�Ssf�H DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
�� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT of PUBLIC WORKS
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Contractor HORIZONTAL �� f Plans Prepared Under The Supervision Of O
„ _ r, ACCEPTED BY. DATE. 3 CROWNE HILL o
Inspector SEE ABOVE 1 - 20 p.'06/30/04 Date: 41PICI# 0-3 DEPUTY DIRECTOR OF PUBLIC WORKS LO
JOHN D. TANNER, III RONALD J. PARKS a TRACT 23143-9 Q
Date Completed et ed VERTICAL st'l 1 Y 1 Q'#�! 660132 6-30-04
mp �-r____avee._ -= LOTS 36 - 40 �c 48 0
F OF �A`lE R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 f�•M„ GRADING NG ANS PHASE VII SHEET OF i
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRpFESS1p�, DESIGNED BY DRAWN BY CHECKED BY ! 1OF
Drawing No.
A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE. 7 CITY TEMECULA DEPARTMENT OF PUBLIC WORKS
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Inspector 1 - 20 W Ex os/3o/o4
Or- -"qv - -- Date: � �� 03 DEPUTY DIRECTOR OF PUBLIC WORKS 2 LO
TRACT 23143-9
JOHN D. TANNER, III RONALD J. PARKS Q
VERTICAL P"If 1 y 1�- LOTS 36 -- 40 & 48
Date Completed 'lF `1E��� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 - a
F c l�` 1 PRECISE GRADING PLANS PHASE VII SHEET OF
N/A 2 2