HomeMy WebLinkAboutLot 48,74-80 Precise Grading LEGEND AC I\ Off 2 31 z 3
TOP OF CURB 0000.00 �
T.C. D C I S GRAD G D I AN
FLOW LINE F.L.
HIGH POINT H.P.
FINISHED GRADE F.G. D AS 8
FINISHED SURFACE F.S.
VIA RAMI
GARAGE FLOOR GF 0000.0 TRACT BOUNDARY M ' PROJECT
55
/SITE
PAD ELEVATION PE 0000.0 25 24
109� 4
5 56
FINISHED FLOOR FF 0000.0 52 26 + 23
WATER SERVICE W 51 \+\ 53 57 22 18
Ilk 58 78 21
SEWER SERVICE 5060 59 77 79 2 1 27 20 19 �
TO SAN DIEGO PE
49 RD.
PICU
�
AIR VACUUM RELEASE VALVE (AVR) �� 48 \ 61 76 80 3 28 35 Pte`
FIRE HYDRANT \ 47 � 62 81 � 34 42 �ay
� � \ 46 3 75 4 17 33 INY, 19
6 82 30 32
DRIVEWAY � 45 � 64 74 3 31 43 41
V- N7 1
` 44 83
STREET LIGHT
\ 65 3 94 5 5 52 51 44 40 � \
43 � 72 84 9 g5 6 1 � 53 �
i � 71 0 85 7 14 , 2343-445 39 VICINITY MAP
SLOPE � 42 67 � 92 � 1 � 4fi 38
EXTRA DEPTH FOOTING 41 68 70 -1 86 91 96 8 13 5 50 NOT TO SCALE
40 5
INDICATES AMOUNT OF � 6g 97 9 12 49 47 37
87 56 �
EXTRA DEPTH FOOTING 39 89 90 1 AD
ACCESS RAMP /T-5 12" 38 MIN. ABOVE PAD ELEV. � - 98
99
\ 37 36 35 34 33 100 101 10 57
83 65 66 73
1 �
GRADING NOTES
" ROUND OFF TOP ` 32 31 10258 64 67 72
5
LOT NUMBER P/L 9 10 28 .� 103 3 68 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA
'
1 12 13 27 ,rsr 104 59 63 69 71 BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
INDICATES MODEL �. �� 14 26 � `'� 105 ACT UNDARY �
15 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
4 16 17 25 \ ` 60 61 62 / / S1 TE DRAINAGE SWALES SHALL BE A MINIMUM OF DEEP AND SHALL BE
UNIT TYPE B 1 18 24 70 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES ELEVATION _.. e 7 6 19 23 63 3 3- 57 ^. { ": 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
SECTION A A
WATER 4 22 62 _ r 4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
,. 'Ta4gC T
LOW-OFF BpV�� FILL SLOPES OVER 5 HIGH.
01 FOR REAR YARD SLOPES GREATER 3 20 61 59 `
THAN 5 I N VERTICAL HEIGHT �, 52 '4��
INDICATES STEP TO GARAGE FLOOR 21 51 .h 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
ell _ .::,,..
�r " n°W SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
GF = FF -- STEP " `� 17 49
r PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
68 1 19 53 �; K " ,s,."' .a: Y . OVER 1 ' DEEP.
THIS LOT REQUIRES A BACKWATER 5 4 Q p 20
64 31 21 22 48 54 W. F � 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA
VALVE PER APPROVED WATER ANDBW P/L 3 2 1 30ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SEWER PLANS. PER SECT. 409 OF U.P.C. " 5 MIN. 5 MIN. 6 29w �-
fi MIN. 6 MIN. 1 16 32 2g 27 26 25 24 47 817 . µ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
3' MIN. 1 ' 1 ' 3' MIN. 1 23 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
MUDSILL MIN. MIN. MUDSILL 1 171 15 33 - 46 56 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7 - 45 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG o
8 9 0 11 12 14 34 35 37 38 39 TOP OF CUT SLOPES.
•'e A 13 40 41 42 43 44 m
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o
12" MIN. 12' MIN. 1 ONE FOOT. Nt
I
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o0
2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. THE PRELIMINARY SOILS INVESTIGATION BY: 00
21% MAX. MIN. 21% MAX. I NDEX M PETRA GEOTECHNICAL. INC. ON ,SEPTEMBER 23,_1998 o
SECTION B B TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 00
SCALE: 1" = 200' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. O
10' OR 12' v P®ff o
PAD�y _,IN. LOTS INCLUDED o
s, 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING an
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE �
48" 1s" w
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
!� MIN.I TYP,1 Q 5' MIN. P/L z_ z TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR w
� w 3' MIN. 1 ' � � A � M EACH LOT.
X
I MAILBOX 12" MIN. MUDSILL MIN. 1X MIN. 1%MIN. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
(TYP. ) CL_R. 6 MIN. 15 M.q0'leo IT-7r,(�'Mlb SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
I
(FACEOFawe 1.0 of POST) d 5' B 5' S' B C s' C PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
OR (s BACK oc cl>Ra TO of POST) INN. EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
MIN wo MIN MIN W D MIN THE APPROVAL OF FINAL INSPECTION.
P.C.C. 12" MIN, 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
SIDEWALK
CUR
BER 2: 1 MAX. z PLAN w
F 2% MIN. 6" MIN. � � � X PLAN
PLAN 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT E
MAILBOX LOCATION 21% MAX. 48 2 3 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
DETAIL NO . 1 --- 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
S E C T I O N C C PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVA-
50.00
TION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVA- o
N.T.S. (oz o o z $ ( )
tox N N V
N TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
kk DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. co
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o
TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
TYPICAL SIDE YARD DRAINAGE TED WiITHERTICAL APPROVEDEIGHTTREES, INSHRUUBSIONOROCOMBINAATIONGROUNDERT, SHALLHEREOF.BE
( PRODUCT SUMMERTON
SHRUBS
2
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- V-
SCALE: 1 ' = 30' . TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER00
UnderCo
round Service A I ert U.P.C. CHAPTER 1D.R. o
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CONSTRUCTION NOTES & QUANTITY ESTIMATE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. w
NO. ITEM QUANTITY UNIT 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q
CALL TOLL FREE PLANNING ■ DESIGN ■ CONSTRUCTION OWNER/DEVELOPER Q LOT GRADING (8 LOTS x 15 C.Y./LOT) 120 C.Y. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
1-'800-422-4133 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON �
RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z
104 W. GRAND AVE. , SUITE A
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Q
■■ ■
275M Y EZ ROAD,1X�400 ESCOND I D0, CA 92025
TWO WORKING DAYS BEFORE YOU DIG CONSULT 1 N C3 9O e7fiMa • FAX 909 M 72m w MAW.M" (760) 145-1505 L D O O- 17 4 GR
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CONSTRUCTION
RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK
DESIGNED BY DRAWN BY CHECKED BY
�E5S1 /� CITYOFDrawing No. o/
SCALE Q�� cN�� JT JT MT RECOMMENDED BY: DATE: 4� DEPARTMENT of PUBLIC WORKS
R1�t5tE OaUlnf DfSI6NIITIpt T-77-81 �4� 00
Q, Y AIVN�� e- -t
Contractor 21/2'UMDISC IN MC.CYLIMSTAVED T-77-M. HORIZONTAL I-- Plans Prepared Under The Supervision Of p
FFM TIE 1N`WCTION,OF FRO?TI ST.AND RANCRO CALF FS 3.4 3.4 OB■111W ON ,� o IZ!�Z�OMR CALIF.RD. 44 NORTF�EST OF RMKE CALIF.f�. 13 S1 R OF A 4 rn ACCEPTED BY: DATE.2 BQE RAIL FW,2'EST aF Poor POLE 1115 IXE. SET Flffl�IASS RT1F5S w No.60132 � TRACT N 0 . 23143-4
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Inspector W T'OMMOF r Exp. 06/30/04 , - Date. �� / �' RONALD JDEPUTY . PARKSCTOR
PUBLIC WORKS T.„ r.Arrt PHASE 8 Q
ADJ.DATE 9-13 2 E11Y. 1230.562 JOHN D. TANNER III A. a...x.,.,.F
Date Completed VERTICAL sr' cl t` �� PRECISE GRADING PLAN
p N/A t� or C A`lE0 R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-01 `''fes;�; T I TLE SHEET
LOTS 48--t-, 74--SO SHEET OF 2
DATE PREPARED: 08/03/00
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71136CULA,CAL FORMA 925*-46M
TWO WORKING DAYS BEFORE YOU DIG C13NSULTINE3 9W.676AW ■ FAX 909.676.7240 - wwwF113--.001" LDOO- 174 G R 0
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY 3::
SCALE WESSIO A Drawing No. 0
I/ RECOMMENDED BY: DATE:T E: /00 q14! DEPARTMENT OF PUBLIC WORKS 1-11
J T JT M T CITY OF T EMECULA Qj
RIVERSIDE MINTY DESIWIR T-77-01 • T A
Contractor 2 1/2,90 DISC IN COK.CYLIUR STMED T-27-0. HORIZONTAL 00
d" Plans Prepared Under The Supervision Of 4-
rM N IRMCTIM OF FRX ST. AND RWID D 3.4 EB EMEAST ON
R#00 CALIF.RD. 44'KRMM OF NU CALIF.CALIF.i 13'30 OF A 4' ACCEPTED BY: DATE: lip
2 ORD RAIL FOU,2'IM OF POU POLE j 11511 3E. SET HOW IRTU 1 20 No.60132 r" - TRACT NO 23143-4
Inspector W I'NFW OF EW. :xp. 06/30/04 __Tz M Date: DEPUTY DIRECTOR OF PUBLIC WORKS <
AW.DATE H3V EIR. 1230.50 JOHN D --Y'ANNER I I I RONALD J. PARKS PHASE 8
VERTICAL LP I%k- <
Date Completed 10 1 V I V PRECISE GRADING PLAN 0
N/A OF Ck R.C.E. No. 60132 Exp i res 6-30-04 R.C.E. No. 19744 Exp i res 9-30-01
LOTS 48 74 80 SHEET 2 OF 2
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