HomeMy WebLinkAboutLot 35-42 - Precise Grading 23143
GRADING NOTES ---
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 a 1% DRAINAGE C OWN I
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM
� VIA RAMI
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. ■3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . di" ng seaiM�
reciseP
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. c)ts 35
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENG I NEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �► pip P10D '�!y
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS emecuTte Clelf Calty
OVER 1 DEEP. 7 PpIiD
6. A REGISTERED CIVIL ENIG I NEER SHALL SUBMIT TO THE CITY OF TEIrECU_A 79
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
Hwy.
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - -._ _ �/ ' _ To SM pip
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ `
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. •,
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONGT .TsM . '
TOP OF CUT SLOPES. -�-
r h
11 PROJECT SITE
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ;,:♦ �, �` �� a
ONE FOOT. �. 12
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONIS OF .- 110_ _ _ a 6 S 4 3
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4. 2001 �: ` - _ - � Y-� p ��- 1
60 58
( 13
38l
TWO SETS OF THE F I NAL COMPACT I ON REPORT SHALL BE SUBMITTED TO THE -
_ _ - VIC INITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECON- 33 ♦ : �� :1
39
f \ \ •: �- /
MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- h 61 57 47 } I �r' _ - 14 .,�' ! NOT TO SCALE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
I
'�- �" \ \
16
_ _ t 40
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEI►�ECULA ENG I NEER I MG 62 56 46 38 ( ''� \17 - 41 / 39 ,DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 ♦ 1 41 1 1e ' ; 38
REQUESTING FINISH LOT GRADE AND DRA I NAGE INSPECTION. THIS I NSPEC- ♦`• ` ` 55 t '� t6 - �. \\��\ 42 p, 37i
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 63 ♦ , \ '\ - ' - 3s \ E_ '
EACH LOT. ♦ ♦ 50 ; 42 34 1 23 22 2t� "" �' ------- • 8 / / ' 73
♦ _- '
Fix54 -
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT AND FILL 121 `` o \ _ �- t ' /
, ` ' ♦ � ♦ '�,�� �= _�-� �_ -% � � � �� �� � 18 35 \ ` /'/ 44 i 45 �/ 72/
- _ \
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL �` S3 ,,\ _:-= _- _ _-- ___-� , /
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 122 ♦ S1 _ _ - -- � f - ` ' / 46/ /
1 47
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 123 \ \ 52 - 1 - -- ---- • 19 " 34 v'�~ T___ l J HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. t a 1 I __ �11 ,, --, -_ __ , .., , ' `-
♦ �+ \ 66 \,, 84 1 82 81 __�___ it -__ i PAD ELEV. -0. MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 12 4 \ 74 \ - "\ ,,i 33 / - A, ( % s F*
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS \,, ♦`,: 67 79 �7 7 75 �\ 21 �\ 20 -___--; � 51 ; i ? N „',' ! //
125 =�� \ \ \ I� / J �. / 68/
MATERIAL. \ 3 - ` "' 32 r � 1 50/ i 1 i , , i to ? �e z
♦ .- . --- - .;.-- \\ \ 22 '' _` r 52 � �.:.::,, i 49
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 - 23 7
ICA
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 s -
a
127 �` 3
i p
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENTOF �/ \ 8 �. 3 65
/� � 1 5
.. -' =.r• T� 10 T1R 10 Tn
FILL MATERIAL. y _ _~-- `� g 10 2 5 �' I 29 rJ,�,, ,i` / I E ]T (E71c�rr I
1 12 \ --- _ �J 1 1 12 13 14 V :` I 28 I r �'.,lCr"�' 64 / I 5 ( B 5 5 B �; 5 C I
123 - �� 15 .�� I t r , ;�' / /
14. DUR I N!G ROUGH GRADING OPERAT I ONIS AND PRIOR TO CONSTRUCTION OF � "� - -
3,6 - -- '�'= � - � 63 MIN MIN MIN M i
� � � � � _ / •,_ ,�::� 27 I 1 4 �\ r / 55 �' ' / / I DIED IN1ED I
PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 �.; h;..� 28 Jam- 2s 314T,,-__ _�' ' I___- ACT 2 -- _- - __-_ �__ 62SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO / <ti=, :.\ / 27 ( / 1 -- _ 1s � ,` _ -1hI T jI �� PAD PAD
ADJACENT PROPERTIES. I z FF Z Z FF z I
LEGEND
15. DUST SHALL BE CO BY WATERING OR OTHER METHODS AS APPROVED sc9 ; a� 16 � � 16 � 1 0
BY THE DIRECTOR OF PUBLIC WORKS.
0000.00 MIN. MIN. 0°
16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONTINUE TOP CURB TC !�� i a
SCALE: 1 150 �
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE LI �� ,� ,,�„ ,� 12" MIN. ABOVE PAD ELEV. + - z ,� ' C
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO i LOTS INCLUDED t o t aN o
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. HIGH POINT HP ! - ROUND OFF TOP '- I 0
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) P/L
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 5' R w _
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. o
FINISHED SURFACE Fs TYPICAL SIDE YARD DRAINAGE M
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING c'
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, 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
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 r-----, SECTION A- A to
45 55 50 50 ,
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0Imorn
FOR REAR YARD SLOPES GREATER ¢
r� rr
AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES THAN 5' IN VERTICAL HEIGHT R w
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. 5' MIN. 5' MIN. 6" MIN. X
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONIS, WATER SERV I CE --� Plan 1 Plan 1 Plan 2 Plan 2 3' MIN.- 1 ' 1 ' 3' M I N.
15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT 3--C a r in 3-Car
MUDS I LL MIN. MIN. MUDS I LL
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER SEWER SERVICE S co rco co
10.R.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EX
TER I OR WALLS AT NOT DRIVEWAY sTooP (TYP.) -
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ___ ___ -
s - »
21 . NO OBSTRUCTION OF FLOOD PLAINTS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE r =____ - 12 MIN. 12 MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER -�_ �� 2Z MIN. : 1 MAX. 6" TYP. 2% MIN. o
TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 12 49' 49' 50' 50' ;------ 50' ;------ 50' 21% MAX. MIN. 21% MAX.
UNIT TYPE/ELEVATION \LA
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE It -17 SECTION B- B
rn , r� r� i , i i
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE 0
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE ATE PLAN REVISIONS S I ONS SHALL BE PROMPTLY SUBMITTED Plan 3 Plan 3 w Plan 4 - Plan 4 J Plan 5 Plan 5
QUE BACKWATER VALVES O 3-Car 3-Car ;o 3-Car
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
ENHANCED BLDG. ELEVATIONS --�-;� N --�-rte r: ;r� � o i o P/L �'
In -_ , cn _� 5 MIN. 3
RIGHT SIDE OF LOT ESR --
i i i ( r
LEFT SIDE OF LOT ESL _ i ! 3' MIN. 1 ' N
0
; ; MUDS I LL MIN. » 0
CL
REAR EB _--
.- � � �, ��; 6 MIN.
i I
INDICATES EXTRA TYPICAL FOOTPRINT
DEPTH FOOTING X
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N.T.S. 3z
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12 MIN.__T
2: 1 MAX.
UME RG ROUND SERVICE AR QL _QF TOPOGRAPHY OWNER Z.-DEVELOPER » w
C7 PLANNING ■ DE■ION ■ CONNTRUCTION BASIS OF BEARING ]TOTE W
ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 _ 2? MIN. 6 MIN.
ANALYTICAL PH OTOGRAM ETRIC SI ?4M, INC. KB HOME
of
2 1/2 BRASS DISC IN CONC. CYLINDER 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21Z MAX. �-
FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET, SUITE 1A 12235 EL GAMING REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. z
CALL Tdl FIM ■ ■ ■ MEZ RO'D'surrE 400 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY.. 79, 3.2' EAST OF GT POLE R I VERS I DE, CA 92501 SUITE 100 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C ®�`D42-238 G R o
1-800-422-4133 o A 92�-4679 ) P.P. (909) 686-5103 SAN DIEGO,EGO, CA. 92130-2647 2LD02-232GR
CONSULTING r0.SMAOQ ■ FAX 9%676 7240 - www.RW.cam (GT 2453 300 EAST OF PRODUCE STAND MIDWAY BETWEEN 75580 AND MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
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 16056'06" WEST. LD02-151G R
TWO WORFtINr6 DAYS AFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. ATTN: BOB FALLON
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CONSTRUCTION RECORD DATE BY REV I S I ONS . DATE ACC'D BENCHMARK SCALE a�I E S S 1�� DES I GNU BY DRAWN BY CHECKED BY ! /oOFT WORKSDrawing No. o
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A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY:, DATE. ! CITY DEPARTMENT OF PUBLIC
12/5/02 RBF 1 CHANGED HOUSE TO 3-CAR GARAGE OPT. l v �c�o ��, A. 1A f,
Contractor & DRIVEWAY WIDTH HORIZONTAL y �v�� '��� a+ I ans Prepared,Under The Supervision Of
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r., ACCEPTED BY: DATE. / CROWNE H I LL
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2/18/02 RBF 2 REVISE BLDG. PAD THICKNESS /� •� � � I __
Inspector FROM 0.5' TO 0.�' ON SHT.2 1 - 20 "fib 20 �M, Date: RONALD DEPUTY IRECTOR PARKSF PUBLIC WORKS __ TRACT 23143-7
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MICHAEL A. TY� N Q
VERTICAL Jf j �t ,�ti!` y� LOTS 35 - 42 Q
Date Completed 'lF ���� R.C.E. No. 43090 Expires r es 3-31-'04 R.C.E. No. 19744 Expires 9-30-05 'x• ,eas 0-
N/A aF C 1►� p PRECISE GRADING PLANS PHASE I I SHEET 1 OF 2
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TWO WORKING DAYS BEFORE YOU DIG
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REVISIONS DATE ACC'D f E S S DES I CSD BY DRAWN BY CHECKED BY / Drawing No. o
CONSTRUCTION RECORD DATE BY E !�� j���! M N A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: ��o os CITY OF TDEPARTMENT OF PUBLIC WORKS
12/5/02 RBF ICHANCED HOUSE TO 3-CAR GARAGE OPT. /l ��® �` A. Tj A. J I E EZ
Contractor DRIVEWAY WIDTH HORIZONTAL ,�`� v �i ''� PI ans Prep a Under The Supervision Of
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12/18/42 RBF 2 REVISE BLDG. PAD THICKNESS ACCEPTED BY: DATE: o a CROWNE H I LL 0
0
1" = 20' w Nb.43000 ^�
Inspector FROM 0.5' TO 0.7' - LOTS 35-42 °` �, V31/04 Date: �� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 23143--7
CH EL A . LMAI\I RONALD J. PARKS '
LOTS 35 42
Date Completed VERTICAL r F cj��t ,>!� R.C.E. No. 19744 Ex fres 9-30-05
p 'l 1��� R.C.E. No. 4 90 Expires 3-31-04 p rj, .9
N/A eF c�� PRECISE GRADING PLANS PHASE II sHEET 2 of 2