HomeMy WebLinkAboutLot 9-14 Precise Grading LEGEND RAC 0 41 23 1000 3 3 1
TOP OF CURB 0000.00PRECISE GRADING PLAN
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T.C. _
FLOW LINE F.L. ��
HIGH POINT H.P.
VIA RAMI
FINISHED GRADE F.G. PNO 4J
12" MIN. ABOVE PAD ELEV. 0 PROJECT
FINISHED SURFACE F.S. ted ' SITE
GARAGE FLOOR GF 0000.0 TRACT BOUNDARY
P1 1ASE 7A
ROUND OFF TOP
55 �` `� ►
PAD ELEVATION PE 0000.0 P/L 54 25 24
5'
S6
FINISHED FLOOR FF 0000.0
52
57 22 18 'M SAN DIEM
WATER SERVICE W ` 51 5358
50 78 21 19
SEWER SERVICE S � � 60 59 77 79 2 1 27 �N
S ECTION A A 49 20 36 `day
AIR VACUUM RELEASE VALVE (AVR) C=_ 48 80 3 28� FOR REAR YARD SLOPES GREATER � � 61 76 � 35 I9
FIRE HYDRANT THAN 5' IN VERTICAL HEIGHT \ 47 62 75 81 4 29 33 34 42
\ 46 63 74 82 17 7R, 23 4 43 41
DRIVEWAYN 45 64 73 83 1 30 31 32 44 40 VICINITY MAP
44 fi5 94 5
93 6 15 52 �
STREET LIGHT �>> 43 fig 72 84 95 53 51 39 NOT TO SCALE
SLOPE I I 42 67 71 85 92 7 14 54 45
� 4fi 38
41 68 70 86 1 96 8 13 � 55 � �*
EXTRA DEPTH FOOTING 9 37
��� 69 87 97 9 12 49 47
INDICATES AMOUNT OF 6" MIN. P/L ,�`'
P FOOTING 5 MIN. 5 � MIN. 6" MIN. 39 � 90 1 � GRAD ING NOTES
EXTRA DEPTH FOO I G 3 MIN. 1 1 3 MIN. 38 98
919MUDSILL MIN. MIN. MUDSILL 37 _ 73
ACCESS RAMPFM 36 35 34 100 101 10 83 I 57 65 66 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA
_d d_ � � • A� 33 32 31 102 67 72
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ,
-'A 30 29 8 03 58 64 gg 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
LOT NUMBER e., � w;F � 2 ,�, 1 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
12" MIN. 12' MIN. n. r 2 y 1 63 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES MODEL � M�� ���` ���. '�� 26 � 105 5 7
M°... .. 15 16 25 60 61 62
4 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. � F° "~''"�` �.� . �"' F°� 17 TRAM +� 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
UNIT TYPE B 21% MAX. MIN. 21% MAX. , 18 24 70 4. PROVIDE 5' WIDE BY1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
INDICATES ELEVATION SECT I ON B B 1 8 7 fi 19 3 63 3 3-
SITE 57 74 FILL SLOPES OVER 5, HIGH.
—` 2
01
5 22 58 5. ALL GRADIN SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER BLOW—OFF 4 3 20 62 fit 60 59 75 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
2 PLACED AND DEEP.
AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
1 21 52 77 78
OVER 1
INDICATES STEP TO GARAGE FLOOR
(GF = FF - STEP) S1
-�'
, .. F � 17 49 S0 76 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
�-�`� ,� �-p �
�' 72 53 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
g 68 19 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
THIS LOT REQUIRES A BACKWATER 5' MIN. P/L 520
31 20 21 22 48 79 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
VALVE PER APPROVED WATER AND B W 3' MIN. 1 ' 2 6 3 2 1 30 9 \ 48 80 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SEWER PLANS. PER SECT. 409 OF U.P.C. MUDSILL MIN. " 16 32 28 27 26 25 24 47 54 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
6 MIN. 23
71 15 33 46 55 TOP OF CUT SLOPES.
7
.�
.d 56 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
8 45 ONE FOOT.
" 9 0 1 12 14 34 35 37 38 3g 0
0
12 MIN. 13 40 41 42 43 44 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o
2: 1 MAX. THE PRELIMINARY SOILS INVESTIGATION BY: 00
2% MIN. 6" MIN. PETRA GEOTECHNICAL. INC. ON SEPTEMBER 23, 1998
21% MAX. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
r ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 00
A SECT I 0 N C C MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o
I N D E X M A P ANCE WITH THE RECOMMENDATIONS OF THE PREL MINARY P R
I SOILS RE 0 T. 0
z z
SCALE: 1" = 200' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 00
,q DEPARTMENT, TELEPHONE (909) 694 6411 AT LEAST 24 HOURS IN ADVANCE 0
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-- co
:. LOTS INCLUDED TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 0
1%MIN, 5, 1%MIN, 115'-TYP, m "�" 00
I a� j EACH LOT.
5 $ 5 s FB Wma C s C 10 oR 12 ca 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL DIGHT AND FILL 6i
MINMIN MIN MIN m" NM " fi' " SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE Li
481 16--1 w PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM x
ILI' MIN. TYP. Q EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
i z z z I � THE APPROVAL OF FINAL INSPECTION.
14PLAN
r
i MAILBOX 12" MIN. PLAN o 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
(TYP. ) CLR. 1 PLAN o LO
I (FACE of CURB TO q OF POST) 3 2 ,n 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
OR (s" BACK OC cuRe TO of POST) 45.00' � n 47.00' 14, LESS THAN 1/4" PER FOOT FOR A M I N I MUM OF 3 FEET.
o mo .
°�° a Z o
°�° o N 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a
0Z N P.C.C. 45.00 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
SIDEWALK CURB TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA—
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 4
N y N MAILBOX LOCATION DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
TYPICAL SIDE YARD DRAINAGEDETA 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
I L NO ' PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER n
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TYPICAL OVERALL FOOTPRINT DIMENSIONS 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE PLAN- �.
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. N.T.S. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0
( PRODUCT 1 ) — FAIRHAVEN SHALL BE PLANTED AT 10' ON CENTERS, ,TREES, 20' ON CENTER, COMBINA-
TIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE 0
SCALE: 1 ' = 30' . PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER o
U.P.C. CHAPTER 10.R. 0
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
Under round Service Alert
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iC0NSTRUCTI0N NOTES & QUANTITY ESTIMATE 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
bbet &inriu�r �rost lssaiaes
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- �
PROFESSIONAL BEIMM?S, P JHOS t SIl KYORSN0. ITEM QUANTITY UNIT RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON w
2156611IEZ IAD, SE. 400•TaM CA 92591 0W DEVE�,QP�R 1C.Y./LOT) 90 C.Y. ROQTHETC CITY APPROPRIATE FOR REVIEW REVISIONS PPROVALL BE PROMPTLY SUBMITTED
CALL TOLL FREE (909) 676--8042 , FAX (909) 676-7240 LOT GRADING (6 LOTS x 15 a
1-800-422-4133 RICHMOND AMERICAN CD
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ESCONDIDO, CA 92025 ADS=NAHOW DIVERSIFIED SALES, INC. NWILLD, CA 9XII, M_ WO-M-1994 0
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TWO WORKING DAYS BEFORE YOU DIG (Iso) 145-1605 L D O O— 1 5 5 GR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �pV SSI0 DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
Q �! RECOMMENDED BY: DATE: 8 CITY OF TEMECULA DEPARTMENT OF PUBLIC C WORKS
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2 OM RAIL Ff110E,2'EST CF PSR PH 1115113 . SEI FIE? &M EIM AS SHOWN � No.60132 � � Date: 8 �� �4 DEPUTY DIRECTOR OF PUBLIC WORKS A ,A.., i
Inspector POST 1'NORT1111'sT ff M KIN. ¢1 11: 5&2 EXP. os/3o/o4 ,� RONALD J. PARKS A:�� PHASE 7 A Q
ADJ.WE VERTICAL sr �� �` ��� JOHN D. TANNER III A.. . w PRECISE GRADING PLAN o
Date Completed ER.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-01LOTS 9 14 a-
N/A OF C TITLE SHEET SHEET 1 OF 2
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EXISTING 10' DRAINAGE EASEMENT �
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71.38' 6� EXIST. 2H1 GRAD NG PLAN
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PROFESSIONAL EWINEM, "MIMk SL *YOBS TC
27565 YU WD, SR. 4M•lE]M CA. 92591
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 GRAPHIC SCALE CD
1-800-422-4133 0
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wo WORK INc DAYS BEFORE You DIc LDOO-- 155 GR
CONSTRUCTION RECORD DATE BY- REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Q
FESSI •
RIYIRSIDE COIIt1IV oE5I6WITIOk T-711 SCALE o Qin �N.l� JT JT MT RECOMMENDED BY: DATE: DEPARTMENT
Drawing No. Q
Contractor 21/2'N Z DISC IN MC.CY INER S MIM T-27-M. HORIZONTAL <`; �D• T AN,yF� cry
CITY OE TEMECULA of PI�LIc w�Kso
FROM TEE IffMC[ION OF FRONT SI.NO RMCHD CALIF.0 3.4 NLfS IIRAEASf M '- Plans Prepared Under The Supervision Of
RMCJ�CALIF.PD. 44;NORI[ sT OF RM CALIF.(�. 131 of A 4-
C-0 o •60132 ACCEPTED BY: DATE: TRACT N0 . 23143-3
Z BOMiD RAIL FENfE,2 EST OF PONR POtF#1151130E. SET F[ffR6LASS II11F5S 1 = 20 8 ��Dd DEPUTY DIRECTOR OF PUBLIC WORKS
Inspector POT['N01M EST of OW. � Exp- 06/30/04 Date. h'A'hY }'R!.
ADJ.DAM �13� �'. I23D•� �` RONALD J. PARKS A:, A�;:A:;_A�� PHASE 7A
Date Completed r' �IYI` � JOHN D. TANNER III PRECISE
VERTICAL s l o�~! _ . a GRADING PLAN
N/A F 0r CA\,1F R.C.E. No. 60132 Expires 6 30 04 R.C.E. No. 19744 �frfg::
/ Expires 9-30--01 LOTS 9- 14 SHEET 2 OF
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