HomeMy WebLinkAboutLot 7-13 Precise Grading lf� Now 4
GRADING NOTES - &
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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% DRAINAGECROWN 1
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM PROJECT
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OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
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3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . �►+� Y� z
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4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. Ix
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 0S <
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS In ' Qn, 0 P
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OVER 1 DEEP. 7ty of emecu St q�
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA `r
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH "'� 7°
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - - ,' M SAN DIEW
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ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ I
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ,
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG ` T2
r :=_ ! VIC INITY
TOP OF CUT SLOPES. .� � - 10 1 NOT TO SCALE
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN �1� _� - �� 9
ONE FOOT.
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9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF `1� 1 --= - ,,,•' _ - _ 8 a S 3 Z
THE PRELIMINARY SOILS INVESTIGATION BY: DATED 59 _ - I I �6
�$,A JUNE 4 s 2001: � - _- _ _ 1 /
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Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE \� *� I 7 - x
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 33 `\� �\ �� '1 'y �-- •�
MI ENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- �\ s` 61 S7 47 - \ 14 �� �� '=
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. \ ��� n _ J
15
45 40 32
56
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10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I ICER I NG \� �\ � 62 � � I � � � _ - \17 ° • �� 1 40
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS I N ADVANCE 1 19 \ �� 44 1 41 I 33 - 1 a �` �- 41 1 ; 39 1 38 i f
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- ` 49 1 19 """ `� m _ ; 37
42
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 , 63 , \ 1 35 28 21
EACH LOT. �` 54 50 1 43 1 34 I , 23 22 - :r. _ _ `
43 /
1 1 � 25 24 i
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11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL HEIGHT A� FILL 2 `� 64 = - 27 - �i� ` 721
45
SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL HEIGHT SHALL 122 �► \ 53 ,,\ _ _ -_ 44
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE �\ ` �, 51 - - - ��, 1 _ - 46 - i
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 123 \` \ \ 52 __ - -__ _ _ -J- - 68 19 l 1 1 34 // '~ .�
`� �`! \ 1 1 69 f ,
HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (,� ` \ 8S a4 1 a3 I 1 __ - 70 _ �- ___-__ �� _______.-�_______�-` , /� �I 66 -, PAD ELEV. -0. MIN.
00' \1 a2 a1 71 I --�.___ �
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 124 - I I a0 72 __ , A
BEEN CLEARED OF WEEDS DEBRIS, TOPSOIL AND OTHER DELETERIOUS ` \ - 2 79 Td 78 74 73 _ �\ �\ 20
I 33 , __ 111 �I / s 7, 11
MATERIAL. 125 �, �` 21 - -I 51 J� f 68 I Z
� � � 3 � \ I � i I Z
22 \111 _ 32 I 52 50 '1 /
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 _ ", 4 - - 23 � -- , /� J _ 49
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 _ \ ` \ • 5 s = 24 ` - / 1 ice`\ /'� /' ; I
PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF 127 �`, �`,, \, TR 7 8 j f ~-- ` �` .► ~== 31 I �/ �`.� I 10 TVP. �o'1X,
1 ' A C / 9 �� I 1 �` 53 �� ...,'� yJ,r 65
FILL MATERIAL. - -- 10 11 12 14 I 1 "� 1 29
- I I
1 12 \ � �. _- 4 13 1 2 5 �� �/ i 28 I 1 �\ �-- . .._°:. ��/� 64 ` I 5, (p�pr B 5, 5, B (E»EPf C 5P C
\ \ ` \. �. - ~ 15 I 1 I 30 I 54 �, I 1
X123 _ - ��_ / 1 1 �` I ->� �: 63 I MIN � MIN MIN MI 1
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ��� \ w , � _:_ ,.„� \�/ 27 55 / � �
PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL 1 y� w, ,/ � - 4 I 5s I I o
26
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO , �� \ .� 27 --I :_ _ _ 1 s 1 1�� _�__-- ---�� 62 I PAD PAD I
ADJACENT PROPERTIES. - I Z zFF z LO
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND
16
BY THE DIRECTOR OF PUBLIC WORKS. I T I o
TOP OF CURB 0000.00 �* I MIN. MIN. I
16. ALL EX I T I NG DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TC �� , SCALE: 1 " = 150 z z
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FLOW LIID
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MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO LOTS INCLUDED � I
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH PAINT F ' �°�'�x �'�x b i o
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17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) o
SHALL BE SUBMITTED BY SOILS ENG I NEER TO THE ENG I NEER I NG DEPARTMENT FOR CUT F I N I SHED GRADE FG INDEX MAP R W
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. o
18. A REG I STERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING F I N I SHED SURFACE FS TYPICAL SIDE YARD DRAINAGE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- GRADE BREAK GB DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL GARAGE FLOOR GF 0000.0 0
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. m
19. EROSION CONTROL: AL GRA SL PAD ELEVATION PE 0000.0 45' LO
S5' S0' 50' i " „ 5' MIN. R
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ROL L DED SLOPES SHALL BE PLANTED WITH ROSEA ICE fi MIN. 6 MIN. 5 MIN. 6" MIN. �
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r '
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. Uj
Uj
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS FINISHED FLOOR FF 0000.0 _L IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL x
SILL IS 6" MIN
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, GARAGE FLOOR � FG FG
15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT WATER SERV I CE - P I a n 1 o Plan 1 - Plan 2 Plan 2 _° T ABOVE GARAGE IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER (0 3-Car Io io 3-Car •= T FLOOR SLAB
SEWER SERV I CE --�
10.R. F •
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY sToOP (TYP.� b GARAGE DETAIL 12" MIN. 12" MIN.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - -
`�` 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE
T___-----J--------
21% MAX. MIN. 21% MAX. o
___ ...._
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER _12- 12" MIN. ABOVE PAD ELEV. SECTION B- B O
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. • _ _ _____ 6
UNIT TYPE/ELEVATION \ZA 49 49 50 50 50 r ? 50 ROUND OFF TOP
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE r, r, r„ P/L
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
INVERT ELEVATION IE 5' LO
RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON Plan 3 Plan 3 Plan 4 Plan 4 n
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED BACKWATER VALVES 0W) Oro - - 3-CarPlan 5 Plan 5 5' MIN. P/L
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. oo N 3--C a r J 00 00 3-Car Q
ENHANCED BLDG. ELEVATIONS ---&N-,A --8 r n ��, r• L --�;; PAD ELEV 3 MIN. 1
In -- �_ Icy - a � PER PLAN MUDS I LL MIN. " o
RIGHT SIDE OF LOT ESR ; ; `° l `----; ` ' to c° - 6 MIN. o
LEFT SIDE OF LOT ESL -----� ; o
Ir REAR EB ----- J ��'.�, ~`�,, ; ; ; ; �"
SECTION A- A EXTRA DEPTH 'a a
IJ r J PAD ELEV FOR REAR YARD SLOPES GREATER FOOTINGco
INDICATES EXTRA THAN 5 IN VERTICAL HEIGHT -FG-PAD ELEV
DEPTH FOOT I NG xP� TYPICAL FOOTPRINT PER PLAN 2: 1 MAX.
WHERE NECESSARY
N.T.S. 12" MIN. 6" MIN. _
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UNDERGROUND SERVICE BENCH-MA,_MARK P R P W OP
2% MIN.
o PLANNING ■ CONSTRUCTION 21% MAX.
ALERT of:1aN COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 BASIS � F�EARING IV`,QTE Uj
SECTION C- C w
2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAMTRIC SURVEYS, INC. KB HOME THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE
647 MAIN STREET SUITE 1A 12235 EL CAMINO REAL
CALL �` FLEE 27M 1�ROAD,:�goo FROM INTERSECTION,MAIN AND FROM STREET I N TEMECULA AND FRONT STREET RIVERSIDE CA 92501 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. z
■ ■ ■ IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79 3.2 EAST OF GT POLE SUITE 100 23432 FILED IN BOOK 159 PAGES 38 THROUGH 61 OF PARCEL o
1-800-422-4133 C O N g U LT I N G 909.M.9042 ■ FA�Q 6.72 www.RW.co n (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 686-5103 SAN DIEGO, CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE
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 FALCON LD03-177GR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY
SCALE Q�OFESSI�T A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS Drawing No. �
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Inspector SEE ABOVE Exp• 6/3D/04 Date: RONALD J. PARKS _ TRACT 23143-7
JOHN D. TANNE L'.'/ , III _ a -�
Date Completed VERTICAL `rt'j Cr r t� 0�~! 60132 6-30-049-30-05 Lots 7 13
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TWO WORKING DAYS BEFORE YOU DIG
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CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q��I S S I#N� DES I t D BY DRAWN BY CHECKED BY Drawing No.
A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: T Q3 CITY 0 F TE ME C ULA DEPARTMENT of PUBLIC WORKS 0
TAN �
HORIZONTAL ,�'`� �►� r �� Plans Prepared Under The Supervision Of
Contractor � _ ACCEPTED BY: DATE: ? �? = CROWNE HILL 2 o
If"1" 20' `� No.00132 r" Date: :7-111-103 DEPUTY D I RECTOR OF PUBLIC WORKS LO
Inspector SEE SHEET No. 1 Un. 6/30/04 NN I RONALD J. PARKS TRACT 23143-"7
s �� JOHN D. TA E III _ _ ;-
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VERTICAL r' �J��t ��, - - _ ______ � Lot S o
Date Completed eted lF E� 60132 6 30 04 19744 ___Expires res 9-30-05 �' �- �w� � ---�
mP 1 R.C.E. No. Expires R.C.E. No. p `�' >.� PRECISE GRADING PLANS PHASE IX SHEET 2 OF 2 i
N/A OF C A�