HomeMy WebLinkAboutLot 52-55,64,67 - Precise Grading GRADING N
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% DRA I NAGEPROJECT
CROWN I
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM1.
SITE
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. ■ ■
3. MAXIMUM CUT OR FILL SLOPES 2: 1 . recise r ding I h se 1
x� h
ny
'°''"° IM
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. ...". -- `'
0 S
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
55 64 67
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Cr
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ecuCiorni
OVER 1 ' DEEP. .'
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
1�Irr. �r
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH - TO SM oi�a
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ l
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
\, TjTAMA
_ VIC INITY MAP'7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG , 26941 .
TOP OF CUT SLOPES. �\ - _ 10 _ 1 NOT TO SCALE
11
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ► \� _ �^ W
ONE FOOT. �► s .,• - 12 I I
- _ - 4
SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS ONS OF '1(0 - ,,. `-= ""'"
9. ALL GRADING _
_ _ _ � � e � 1 I 13 2
THE PRELIMINARY SOILS INVESTIGATION BY: PEIBA DATED JUNE A. -l. \ _ 59 - _ -
58 13
so 38
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE \4 -- - _
ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 33 \� \\ �� "'' _ -- ,4 ��� �" �"' �"
MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DOLE IN CONFORM- \� \� �`� 61 57 47 37 I 30 - - 10 14 ; �� °•. ~�
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. q 45 40 32 _
16
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 62 48 36 I _ ,7 •� , 40 1
\� �\ 41 33 29 - / ,D \ � ��' ..r �` 41 3g , / =
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 \� �r 44 1 I \ \ � �� 38 ,
REQUESTING FINISH LOT GRADE AND DRA I NAGE INSPECTION. THIS I NSPEC- �� �, 63 49 ` 1 20 1 19 -=G �\ 42 / ; 37
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 \ 21 36
\ �\ 43 1 42 314 r 22 .► --
EACH LOT. r1 1� 4 50 r 23 , .� `�\ \ .,�„ .r-w- / 73
\ � 25 24 . � 43 .� i
121 � � � � � � / 72 i
w
18 \
45
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HE I GRIT AND FILL [� 4 35 44
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL ,�\ _ - _ - - o _--� 4611
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 122 . \\` 6, _ - _ M1 _ _ - - _ _ \� 1 _ �\ 47 /
XIN 65 -- _
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT \` \ -_ -------�-- \ 6g �' i ; ; '_�• HI Qi POINT
19 � ` 34
� 123 � � �,. 1 1 d3 - � _ 1 _ / i / �'� � f l � � -� PAD ELEV. -0.2" MIN.
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (� \ \ 85 84 1 - r TO _____ �� --- --�~- --___�__� , ss
e6 82 I 1 7, � _ 11 �l � A
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 124 \� ` ` - \\ 2 I I e 73so _ �� (N 33 ; ' l� .�� /� 6 7;
` ►i �. \ L T9 78 77 76 75 74 �� 21 \� 20 _--___ 51 � 68 i I 1
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 125 CJS \ - \�, �, � �1 I , z z
32 50 I i , 1 �t Mt
MATERIAL. \� \� \ 3 22 1 52 l� -/ ! , _ 1
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 - \ �,, `, �� a - \\ .- _�--�--� _ l� 1 '-.,' 1 I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 \, ,. �'� s 24 ,.. �-- • 31 ; I ! ITv
PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF 127 AC $ ; �• I �` 1 53 �� �- // s5 �� � to
\, - - 25 / ' -- 64
FILL MATERIAL. \ `_ _ 3 1 1 12 14 V 28 I 1 -�6 ,/ s $ 5 S B (; 5 (r
112 � ,., � � ��Y � Z_ 4 � 13 / 15 � � � � 1 � 30 � 1 54 �. � � �
123 �� -- �� __r / �`' "� 63 MIN MIN MIN MI
��. \ %J / -- �. 27 1 Maw
�� 1 55 I �) 161ED) 1
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF1
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 � 28 -\ N _ 2s , p (� ________ 56 s 2 1 1 i'S
�`- . 1 rTR�� PAD PAD
SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO 27 ,(' `� ---�- __ 1 s . �� I I
ADJACENT PROPERTIES. 1 z FF z i FF I
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND ; �
BY THE DIRECTOR OF PUBLIC WORKS. 0000.00
1 MIN. MIN.
1
TOP � �� TC ��'� SCALE: 1 " = 150 i z _
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE �,
FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE z
TO FL 1 o? - 1
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �- LINE
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH POINT HP ' = 1
LOTS INCLUDED pox �c�r `~ 1
Of
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) R W _
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
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT.
FINISHED SURFACE FS TYPICAL SIDE YARD, DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- (RADE BREAK G8
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.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0
• ___
PAD ELEVATION PE 0000.0
45 55 50 50
19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 6" MIN. 6" MIN, 5' MIN. 5' MIN. 6" MIN.
PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r, r, r, 1
MUDSILL 3' MIN. 1 ' 1 ' 3' MIN.
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 IN GARAGE AREAS MUDSILL MIN. MIN. MUDS ILL_ ,c
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. %fk BS SILL I S 6" M I N
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, ICE W Plan 1 Plan 1 Plan 2 Plan 2 GARAGE FLOOR FG FG
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT WATER SERV ABOVE GARAGE
3-Car FLOOR SLAB
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER r i 3-Car o m
10.R. SEWER SERV I CE -•----�5 r ••.-
ft-CONCRM
20. FINISH GRADE" SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY
STOP (TYP.) I GARAGE DETAIL ,2" MI". ,2" MI".
ESS THAN 1 4 PER FOOT FOR A MINIMUM OF 3 FEET. --- --- 2% MIN. 2: 1 MAX. 6" TYP. 2x MIN.
L /
SLOPE -_� 1
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. __- _-_ , r________� 21� MAX. MIN. 21x MAX.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER 12" MIN. ABOVE PAD ELEV. SECTION B- B
t
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12
49' 49' S0' S0' -----, 50' -----, 50'
UNIT TYPE/ELEVATION \?A/ ROUND OFF TOP
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE r, P/L
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE 5 -�
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Plan 3 Plan 3 Plan 4 Plan 4 P/L
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED 1 3-Car ;� Plan 5 Plan 5 5 MIN. ,
TY ENGINEER FOR REVIEW AND APPROVAL. BACKWATER VALVES to 3-Car 3-Car PAD ELEV 3 MIN.
1
TO THE C I ENG N a "
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR ENHANCED BLDG. ELEVATIONS I ONS 'n +�-;'�" _ -rte t• - �' --- �n 4 �, v �.�► o PER PLAN MUDS I LL MIN. 6" MIN. o
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING RIGHT SIDE OF LOT ESR _
; ; :% i i , i i � cV
1 i ry
THE PROV I S I ONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. LEFT S I DE OF LOT ESL _--_-_�_I `, ' ' �- SECTION A- A ••' ,
THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE F� } J � �' '� EXTRA DEPTH
-
REAR EB
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. � �------� I r-- FOR REAR YARD SLOPES GREATER FOOTING -�• '�
f PAD ELEV THAN 5' IN VERTICAL HEIGHT N
INDICATES EXTRA � � =FG-PAD ELEV .-
DEPTH FOOT I XT x' TYPICAL FOOTPRINT PER PLAN WHERE NECESSARY 2: 1 MAX.
N.T.S. 12" MIN. " MIN. a
2% MIN.
UNDE RG ROUND SERVICE QENCH�MARK OWNER APER
C:3 PLANNING ■ DESIGN ■ CONSTRUCTION .$ I (,+ $EI -N 21 x MAX. SECTION C W
ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 ANALYTICAL PHOTOGRAI�ETR I C SURVEYS, INC. KB HOME �
2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE
FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET RIVERSIDE CA 92501 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. z
C L TSL F Y�WAV,sure 400 . SUITE 100 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL ES
ES
-$0�-422-4133 IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE (909) 686-5103 SAN D I EGO CA. 92130-2647
'rBu�CULI�CALF'OF9rA 9294679 ,
CONSULTING 909.6MAM - FAX 909.676.7240 w www.F F.e= (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND 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. k S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16*56'06" WEST. v
Two WORKING DAYS BEFaRE YOU DIG
WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON LD�3-2�7G R
BY REVISIONS S I ON5 DATE ACC' BETICF�IARK I S S DESIGNED BY DRAWN BY CHECKED BY �� Drawing No. o
CONSTRUCTION RECORD DATE SCALE ��0 1���! TANNER
RECOMMENDED BY: DATE. �l CITY OF T DEPARTMENT OF PUBLIC WORKS
A. JIMENEZ A. JIMENEZ J. NNE
HORIZONTAL .:� � �'f ____Pl._Qns Prepared Under The Supervision Of
Contractor p ACCEPTED BY: DATE: /�/ 03 CROWNE HILL 8
1" = 20' w Nb.0013 ^^ "" , - Date: �/ /9 �� DEPUTY DIRECTOR OF PUBLIC WORKS
Inspector SEE ABOVE °` �. a/m/W ar} RONALD J. PARKS TRACT 23143--7
VERTICAL �f Cl�1` �� JOHN D. TANNER, III LOTS 52--55 , 64 � s7
Tract No 23143 7
P G P P
L t 52
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Date Completed N/A F of C A`tE R.C.E.R E Nlra. Expires R.C.E. No. 19744 Expires 9-30-05 ,,� PREC I SE GRAD I NG PLANS PHASE 12 SHEET 1 OF 2
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GRAPHIC SCALE W
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CALL TOLL FI E:E ■ ■ ■ 27M YNEZ ROAD•8urE 400
1-800-422-4133 �.CAUFOFHA 92W4679 �_��= :s A ;; �� _, R�� ;; o
CONSULT 1 N C3 909.b7�MO • FAX 909.6M.7240 • www-RW-mn I - c,�--12 8 19.3 - -
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T T
TM WORK I NG DAYS BEFORE YOU DI G LD03-267G R
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY11-
ol�ssr
SCALE �� �"
A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: ����� CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor HORIZONTAL .'� r Plans Prepared Under The Supervision Of 'a
to go �' ACCEPTED BY: DATE: �� o CROWNE H I LL $
Inspector SEE SHEET No. 1 Date: 9 .3 -
� N0'��� � / D DEPUTY DIRECTOR OF PUBLIC WORKS
FXP- °/3°� '� RONALD J. PARKS TRACT 23143 7
VERTICAL J' JOHN D. TANNER III a
Date Completed r�tF 1 1� 0��~ 60132 fi-3O-04 - _::aha___==__ LOTS 52-55 , 64 & 67 0
N/A OF 1,040 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30 05INS .-�,, `�
PREC I SE GRAD I NG PLANS PHASE 12 SHEET 2 OF 2