HomeMy WebLinkAboutLot 27-30,51,52 Precise Grading GRADING NOTESTract No 23143 9
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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 VIA RAMI t
SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM CROWNn
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ doing
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recisePP V1 MUD
� F
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. 2
LEGEND � 307
5. ALL GRADING SHALL BE DOPE UNDER THE SUPERVISION OF A COMPETENT1"If
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51 5
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000.00' ■ t�. PIp PICO
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TCM CALIorni
iCa
OVER 1 DEEP. FLOW LINE E 7
S. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEIiECULA �" 16 19 25 2a /, ,� ICY. T9
"� ::.. I 22 �,
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT w
._�-
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ; _,, %= `'" .\ 13 ''� Ia r „ 70 SMI DIEM
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FINISHED GRADE FG
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
,...,,,,:w :� 29 ;
G 12 N u,
F I N I SHED SURFACE--- FS ..:: _.. N r
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG G -
TOP OF CUT SLOPES.
GRADE BREAK GB f 133 PROJECT SITE
IN ACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN - - /
S. FINAL COIF
ONE FOOT. GARAGE FLOOR GF 0000.0 - A C231 3- 10
10 9 8 4 3 2 1 "
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMNuENDAT I ONIS OF PAD ELEVATION PE 0000.0 � �
THE PRELIMINARY SOILS I NVEST I GAT I ON BY: TRA DATED JUN 4. 2001 ., 74
FINISHED FLOOR FF 0000.0 \ ,a
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 1 , = ,_ VICINITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
73 � �
• 134
IuENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- WATESERVICE W I • . ; /,; _ �\ \ NOT TO SCALE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SEWER SERVICE --QS
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NIG 79
71 11d 119
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 _ 104
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- -, ,
. �
lip � � 117 r 120 ;,�,' 60
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - 105
EACH LOT. - _
SLOPE 69 78 97 I �� '', 116 121 61 5
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT AND FILL LOT NUMBER /12\ �l 79 ' 106 r ,- 62
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL 68 1 96 100 101 102 103 11 s 122 O
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \?A/ d0 ' to7 /
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 67 95 114 , / t 23 6 3 HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE d1 ` / N , ; �'/ 5 PAD ELEV. -o. WIN.
l Od 113 "� 14101, rr� A
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 94 124 /
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES y� 4 d't 109 ;./ F,4 56
MATERIAL. 93
ENHANCED BLDG. ELEVAT I ONIS � t 12 125 � z z I
� � K �
`�, � � d3 92 91 90 � � 110 'Y 65 � 55 � �
13. IF STEEP SLOPING TERRAIN OCCURS ICON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR a 61 111 126 I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL 62 , ,,,_ / I ir• 10
•
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 127 "�" 66 54 I I
FILL MATERIAL. REAR EB 57 - - `� - �� _ �� �/ I 5' B 5' 5' B C 5' C I
U 56 \ \ \ :� 53 I MIN I MIN MIN �) MI I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA y V - _ e7 O
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL DEPTH FOOTING X a r 23 21 20 � I I g
PE � � ss \ � 24 22 r r I PAD PAD I ~-
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO -
ADJACENT PROPERTIES. 19 _ 52 Z FF z z FF z
44
2a ,„ ,,. 5 I � _
15. DUST SHALL BE BY WATERING OR OTHER METHODS AS APPROVED 53
2 _ 16' 16' I o
24 t d i 1' a r �,,. 1- - I C)
BY THE D I REC TOR OF PUBLIC WORKS. 43 27 3 � ; I MIN. MIN. 1 I a
16. ALL EX I ST I NIG DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE 42 28 � • 2 5 2 3
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE - dt 4 IN ��� f
j I � 9 oZ � oN I o
MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO 41 r 22 16 TRACT 23143-6 �4,Y N o
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. '� 5o s �� �I I '� '- x CD
26 15
` 123 : to
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 53 21 6 'u I ' R W
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 27 r 14
r
c'
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. - - I 31 20 7 a a', 3
13 TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 32 28 , d 1, ";;, DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
PAD ELEVAT I ONS. WHERE SPECIFIC ELEVAT I ONS ARE REQU I RED, THE ELEVA- 19 12 \,N ;, -
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 36 35 34 s CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o
29 I �, _ - _
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL N o
1 g y 9 � ��.; m
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, t1
43 28
40' 50' 3A43
� 30 32 ' ' �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. w
�AV 45 34 30 27 6 MIN.
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 47 46 31 6 MIN. 3' MIN. 1 ' 1 ' 3' MIN. X
41 16 31 MUDS I LL
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 26 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 / 35 25 IN GARAGE AREAS
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT _ � - _ 4° 15 X36 '" ,. SILL IS 6" MIN FG FG
� coNCRETE 3-Car --- \ 7 Z ?4 GARAGE FLOOR y V GARAGE -
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER �• STOOP TYP. T ABOVE
10.R. ) T FLOOR SLAB -.
;• .; .
20. FINISH GRADE» SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. 12" MIN.
LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET.
rn
21 . NO OBSTRUCTION OF FLOOD PLAINTS OR NATURAL WATER COURSES SHALL BE PERMITTED.
�. LOTS INCLUDED 2% MIN. 2: 1 MAX, 6" TYP. 2% MIN. E
0
DEL I NEATED I N THE FIELD PRIOR 21Z MAX. MIN. 21% MAX. �
22. ALL PROPERTY CORNERS SHALL BE CLEARLY
TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 37' 40' 12" MIN. ABOVE PAD ELEV. SECTION 1.0- B
INDE MAP
0
23. APPROVAL OF THESE PLANTS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP o
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L N
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 Plan 4 5'
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. Ln 3-Car 5' MIN. P/L a
PAD ELEV 3' MIN. 1 ' o
PER PLAN MUDSILL MIN. 6" MIN.
a
�- SECTION A--
� EXTRA DEPTH
FOR REAR YARD SLOPES GREATER
TYPICAL FOOTPRINT PAD ELEV THAN 5' IN VERTICAL HEIGHT FOOTING W
=FG-PAD ELEV Q
N.T.S. PER PLAN WHERE NECESSARY 2: 1 MAX, a
12" MIN. 6" MIN. W
llNDE RG ROUND SERVICE BENCH MARK SOURCE OF _IOPOGRAPHI� OWNER DEVELOPER BASISEAR 0 2z MIN• W
C7 PLANNING ■ Ot■IDN ■ CONSTRUCTION r
ALERT COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562 ADJ. DATE 9-13-82 �y,I�n ICAL PHOTOGRAIETR IC SU4VEYS, INC. KB HOME 21 X MAX. SECTION
C- C
2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION
FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE 1A 12235 EL GAMING REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN z
CALL TOLL. F �ROAD �400 R I VERS I DE CA 92501 SUITE 100 0
NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, Q
1-800-422-4133 TE C=C LA,CALFOF"A 92�46� 13' SOUTH OFA 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E E. (909) 686-5103 SAN D I EGO, CA. 92130-2647 BEING N67'S2'S0"W.
C N 5 U LT I N QAb42 FAX 909.6767240 • wwM►.ReF.com SET FIBERGLASS WITNESS POST 1 ' NORTHWEST OF MONUMENT. (858) 259-6000
DATE FLOWN: SEPTEMBER 30, 1999
ATTN: BOB FALLON `����418GR a
TWO WORKING DAYS AFORE YOU DIG
DESIGNED BY DRAWN BY CHECKED BY -4\
REVISIONS S I ONS DATE ACC"D FESS 1 Drawing No. o
CONSTRUCTION RECORD DATE BY SCALE QRo cN� RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS
TA �, A. J I MENEZ A. J I MENEZ J. TANNER W
HORIZONTAL .`� � yap Plans Prepared Under The Supervision Of �
ACCEPTED BY: DATE: A:3 CROWNE HILL O
Contractor � �
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1" = 20' w No.60132 ^� Date. �� �3 DEPUTY D I R TOR OF PUBLIC WORKS ===
Inspector ar- EXP. 06/30/04 RONALD J. PARKS _ ___= TRACT 23143-9 �'
p JOHN D. TANNER, II Y ` �
VERTICAL sf' c l V l� ��! - f -x LOTS 27 -- 309 51 k 52 0
Date Completed rF 1F�� R.C.E. No. 60132 Expires 6-30 04 R.C.E. No. 19744 Expires 9-30-05 %.ie PRECISE GRADING PLANS PHASE V SHEET OF 2 i
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CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK S S DES I GIBED BY DRAWN BY CHECKED BY0
SCALE
1� Drawing No.
A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: 43 CITY OF TDEPARTMENT OF PUBLIC WORKS o
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Contractor HORIZONTAL �� � Plans Prepared Under The Supery is ion Of
„ ~' • ACCEPTED BY: DATE: t/f 03 0
1 = 20 No.60132 � f CROWNE H I LL a
Inspector � Exp. 06/30/04 Date: Z �3 4 DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT 23143-9
JOHN D. TANNER, III RONALD J. PARKS
i
VERTICAL sf c l v I ,��� `A F LOTS 21 -- 30 51 5
Date Completed F/, Fad 60132 6-30-04 2
N/A OF CA�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30_05 rte• : a
PRECISE GRADING PLANS PHASE V SHEET 2 of 2