HomeMy WebLinkAboutLot 7-13 Precise Grading GRADING NOTESTraiat
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Niom 93143 9
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGECROWN H1
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. ■ ■ P" SITE
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3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
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4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
ots 7 13 Oil!
5. ALL GRADING SHALL BE DOLE UNDER THE SUPERVISION OF A COMPETENTLEGEND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 C *lt
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PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP CURB TC o P `
OVER 1 DEEP.
FLOW L I PE � 7 r� � �
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULAJ22 �,,�, �►
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP _��.�_ I 16 19 25 28 wy• 79
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - �� �� �- ,� W ' tos,wDIEW
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F I N I SHED GRADE FG --- �� y -� ,, , ,,. 13
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. „re f
ROYAL C--k'TP' ---�
�- ,�-�� 17 18 23
7. PROVIDE BROW DITCH' DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
F I N I SHED SURFACE FS �'�" r--- -�� 12 24 ' 29
TOP OF CUT SLOPES. _,..,,.,�..■- � �_ � � � �, _ � VICINITY MAP
GRADE BREAK GB 1 �' - - - p ✓ NOT TO SCALE
33 S7
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN11
ONE FOOT. GARAGE FLOOR GF 0000.0 \ \�
AC 231 3- 10 � _
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 10 9 8 s 5 4 2 1
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4. 2001 ,
PAD ELEVATION PE 0000.0
FINISHED FLOOR FF 0000.0 ., 7400
' 8
Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THEANA
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVICE W 73
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 134
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 75 '
I i
SEWER SERVICE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 76 �-
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 71 99 Ila
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR '""' i I 70 _ 117 105 120 I� I' / 60
EACH LOT. SLOPE __ 1
_ 8 7 I
, 69 97 ( ' 116 121 /, f� 61 5
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL ___- /
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL LOT NUMBER /12\ 1 , 106 115 / 122
BE PLANTED WITH RA \?A96 100 101 102 103
GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 64 65 66 67 1 80 107 / / LV
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 95 114 ' 123 !,r "' _ HIGH POINT
INVERT ELEVATION IE / 63
81 - _� _ / 5 PAD ELEV. -0.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I 1 � A
BACKWATER VALVES BW AD � v 94 124 /
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 82 I 109 / 64 5s
MATERIAL. dr
ENHANCED BLDG. ELEVATIONS •' 93 92 91 90 112 125 / 55 I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR 6058 110 111 65 I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL 62 61 84 126 co
PREPARATION
EPARILL ATIONASHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF L. REAR EB t' S7 8S - �� 127 �� I/ ss 54 I
4s 86 � � � ir ~~- �/ � I 5 �D�'Pf B 5 59 B 5� C I
C I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA cn 8 '� 53 MIN MIN AKIN � MI
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x�� a 45 �- 20 - s7
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 55 \ ,� 23 22 21 I
25 24 1 � I PAD PAD I
ADJACENT PROPERTIES. 52
44 54 19 _ Z FF 2i z FF z
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED / 2 r - 5 I � X
53 / �_ � 16 � � � eT I
BY THE DIRECTOR OF PUBLIC WORKS. 43 24 18 I � 16 I
47 52 27 3 I �� MIN. MIN.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE I I
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 51 28 25 23 17
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I Ia - 0 o I
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 41 48 49 22 16 I 50 1 TRACT 23143-6 -.zN
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS 1 .5 30 26 15 I X123 `
21 F
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 1 8 �I R W
AND FILL SLOPES OVER 30 IN VERT I CAL HEIGHT. 39 I 31 2 7 14 ` °`
r r
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 20 7 A_ 1 � 2� ,3 \ TYPICAL SIDE YARD DRAINAGE
TIONPAD E(WITHIRESPETO MEANIFIC SEA LEVEL)TISHALLRBERGQIUVENEDIFTHE AN ELEVA- 37 36 38
35 34 1 19 12 e \ DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL ' 29 I \ ' CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 11
43
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40' 50' __ q. 3° 32 28 R
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ` 17 10 33 5' MIN5' MIN »
OVER 15 46 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE R 45 44 \ 34 30 27 6" MIN. 6„ . .MIN. 6 MIN.
47 MUDSILL LL ' ,
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 \ 41 31 16 = N3 MIN. 1 1 3 MIN.
IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, Plan 1 Plan 1 _ ` 32 / 35 - \ 31 25 26 „
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT i�l 3-Car - - - 4Q 15 �3s 1 11 GARAGE FLOOR SILL IS 6 MIN FG FG
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. CHAPTER CONCRETE rn �TRA1� -_-- \ . ,\ ABOVE BOVE GARAGE
FLOOR SLAB
10.R. ' � STOOP (TYP.) � ., � _ _ . . :•
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FINISH
DE
ALL BE
10,
20• LESS THANK 1/4" PERPER FOR M I N I MUM OF 3FEET.AWAY FROM
EXTERIOR WALLS AT NOT SCALE: 1 " -- 150 GARAGE DETAIL 12" MIN. 12" MIN.
m
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. E
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. S 37'1 -1 40' 12" MIN. ABOVE PAD ELEV
INDEX MAP SECTION. B- B
23. APPROVAL OF THESE PLANS 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
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 E Plan 3 Plan 4 5'
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3-Car � 5' MIN. P/L Q
ao
00
`n PAD ELEV 3' MIN. it ca
PER PLAN MUDS ILL MIN. "
6 MIN. o
SECTION A- A
EXTRA DEPTH a �
FOR REAR YARD SLOPES GREATER FOOTING
TYPICAL FOOTPRINT PAD ELEV THAN 5' IN VERTICAL HEIGHT FFOOTOOTPAD ELEV
PER PLAN FL
N.T.S. 2: 1 MAX.MAX Q
WHERE NECESSARY =
12" MIN. 6" MIN. W
UNDERGROUND SERVICE MAR UR P GR P Y FWNERDEVELOPER U,
PLANNING . DESIGN . CONSTRUCTION BASIS OF BEARING NOTE 2% MIN. 0
ALERT COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 21% MAX. Uj
2 1/2 BRASS DISC I N CONC. CYLINDER STAMPED T-27-81 ANALYTICAL PHIOEGRAI�+NvETRIC SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C
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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 c�a
CALL TOLL FREEa�rNEz ROAD,axrE goo RIVERSIDE CA 92501 z
1-800-422 4133 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'cA �'� 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647
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DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000
TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALLON
Lo03-004GR Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE QROFESSION DESIGNED BY DRAWN BY CHECKED BY
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2/19/03 RBF AjREVISE PAD ELEVAT I ONS ON '] p p T �� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: �� CITY OF T DEPARTMENT OF PUBLIC WORKS Q
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1" = 20' No.60132 - ACCEPTED BY: DATE: 3 CROWNE H ILL o
Inspector Exp. 06/30/04 Date: a DEPUTY DIRECTOR OF PUBLIC WORKS ... L
s JOHN D. TANNER, III RONALD J. PARKS TRACT 23143-9
Date Completed e t e d VERTICAL r' C I y I V Qom~~ LOTS 7 -� 13
p lF Eo 60132 6-30-04 Q
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TWO WORKING DAYS BEFORE YOU DIG
ATE BY REVISIONS DATE ACC'D BENCHMARK 0 F E S S I p DESIGNED BY DRAWN BY CHECKED BY Drawing u. o
CONSTRUCTION RECORD D SCALE Q H,� RECOMMENDED BY: DATE: 0 7 CITY OF T DEPARTMENT OF PUBLIC WORKS
2/19/03 RBF 1 REVISE PAD ELEVATIONS ON LOTS ��p o �NNF A. J I MENEZ A. J I MENEZ J. TANNER
HORIZONTAL .�`� yam Plans Prepared Under The Supervision Of o
Contractor 7-10 (-0.2) It LOTS 11-13 (-0. 1) rr, ACCEPTED BY: DATE: 3 7 03 CROWNE H I LL o
1" = 20' � No.60132 Date: /51.�/�3
DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 23143-9 �'
Inspector E"P' 06/30/04 '� JOHN R III RONALD J. PARKS w
VERTICAL sl C 1 v t�- ��� l -- LOTS 7 - 13 0
Date Completed
'lF � R.C.E. No. 60132 -Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 of ;9 , PRECISE GRADING PLANS PHASE III SHEET 2 OF 2 0-1
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