HomeMy WebLinkAboutLot 49-56 Precise Grading LEGEND AC 9\ 0 41 2 3 1 z 3 z
TOP OF CURB
0000.00
T.C.
PR CIS GRADIN (3 D AN
FLOW LINE F.L. wPOINr �
\1 "'
ELEV.-0.3'MIN.
HIGH POINT H.P. A
FINISHED GRADE F.G. z Z 51�► y
FINISHED SURFACE F.S. p'
1% MIN, 115'-TYP, VIA RM1I
GARAGE FLOOR GF 0000.0 1/. MIN,
(EXCEPT (EXCEPT PM1M
PAD ELEVATION PE 0000.0 5 WWRE B 5 5 B VwRf C 5 C 55 r PROJECT
MIN NOTED) MIN MIN NOTED) M I N 54 56 25 24 �i SITE
FINISHED FLOOR FF 0000.0 26 SITE
� 23 � d
WATER SERVICE W z z z z 57 22 18
� � 7 58 78 21
NZ 111�
19
SEWER SERVICE S � 60 59 77 79 2 1 27 20 36
AIR VACUUM RELEASE VALVE (AVR) C _ o 61 76 80 3 28 35 TQ SAH DIEM o
P1 1AS 2
z o z '�P q
FIRE HYDRANT XY a o a' o fit 81 29 34 42
o� MAX N MAX 63 75 82 4 17 33 A
7F�,
45 74 30 1 3 43 41 HVY. 79
DRIVEWAYN 64 73 83 1 3
44 � 65 94 5 5 44
TYPICAL
40 �
STREET LIGHT
SIDE YARD > 43 66 72 84 � 6 1
SLOPE I 42 85 92 7 14 45 39 VICINITY MAP
�
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 67 46 38
EXTRA DEPTH FOOTING
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 41 68 70 86 6 8 13 NOT TO SCALE
INDICATES AMOUNT OF >>�' 40 69 87 g1 89 p 9 9 12
37
47
9
EXTRA DEPTH FOOTING •X 39 38 99 9 1 �-
00-
ACCESS RAMP 37 36 S10-• 100 � 65 66 73
34 101 8 57 GRADING NOTES
� 33 32
31 102 58 64 67 72
LOT NUMBER FX 9 10 30 29 28 103 68 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
10' OR 12' v 11 12 27 63 AS AMENDED BY ORDINANCE 93-04.
%INDICATES MODEL 6' �� 13 14 26 104 105 59 69 71 60 62 =2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
4 48" 16 w1-7 1-7 25 '� rRr '� DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPEB I M I N.I TYP. q 18 24 61 70 CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES.
INDICATES ELEVATION MAIL OX 12" MIN. 12" MIN. ABOVE PAD ELEV. 7 6 5 19 23 63 3 57 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
WATER BLOW-OFF (TYP. ) CLR. 9 4 20 22 62 58 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
(FACE OF CURB TO Q OF POST) 3 2 1 61 6p 59 FILL SLOPES OVER 5 HIGH.
OR (6" BACK OC CURB TO q OF POST) ROUND OFF TOP 52 7$
INDICATES PAD GRADE REVISION 21 51 77 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
FROM ROUGH GRADING PLAN P/L 5, 17 - 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
P.C.C. CURB & •�_ R O 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
SIDEWALK 72 18 (3 OVER 1 ' DEEP.
GUTTER 68 19
MAILBOX LOCATION 5 4 64 31 20 21 22 48 54 - p 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
3 2 1 30 \ 8 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
DETAIL N 6 16 32 29 28 27 26 25 4 47 48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
SECT I ON A - A I "�-� 2 23 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
N.T.S. FOR REAR YARD SLOPES GREATER I I71 7 15 33 Its � -- 46 �
56 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG o
THAN 5' IN VERTICAL HEIGHT 8 9 4 45 TOP OF CUT SLOPES.
0 1 12 14 3 35 37 38 39 1 42 g
0
13 40 4 43 44 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o
6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. ONE FOOT. co
14,
3' MIN. 1 ' 1 ' 3' MIN. _
MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 8
THE PRELIMINARY SOILS INVESTIGATION BY: c�
0
_ I NDEX M PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23, 1998
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE00
,y ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- _
SCALE; 1" = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
12" MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
0
2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 00
21% MAX. MIN. 21% MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
PLAN REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I 0 N B B PLAN - TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR W
n' PLAN 3 � EACH LOT. x
48.00' 2 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
50.00 SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE
L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5 MIN. P/ EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1 ' 50.00 THE APPROVAL OF FINAL INSPECTION. E
a
MUDSILL MIN. 6" MIN. C0NSTRUCTI0N NOTES & QUANTITY ESTIMATE 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o
NO. ITEM
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
QUANTITY UNIT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. a,
LOT GRADING (8 LOTS x 50 C.Y./LOT) 400 C.Y.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a,
12" MIN. 2: 1 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
T Y P I C A L OVERALL F DIMENSIONS TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. 6" MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. P R 0 D U C T 2 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C - C SCALE: 1 ' = 30' . 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- N
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS a
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 4
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER cV
Under U.P.C. CHAPTER 1O.R. Cn
_ground Service AlertQ
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR =
14bbert dein,, �'illu�rm �'rnst � Associates
PROFESSIONAL EMIMEERS, PLANERS k SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
c�
2M W ROM, W. 4M*TOM 1BENCH MARK OWNERZDEVELOPER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE o
CALL TOLL FREE (909) b76-69042 , FAX (909) b76-72b-7240 THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Q
1-800-422-4133 RIYER5IDE CaMII'DE5161NTldt t-111oc
21/2'IIZ DISC IN CONC.CILIM STNM T-27-11. RICHMOND AMERICAN RECTION OF ERRORS OR OM I SS I ONS D I SCOVERED DURING CONSTRUCTION. UPON
F101 Tit INIEMECTION OF FROM Si.K RANCID CALIF.9 3.410I�AW M 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED �
WHO CALIF.10. M'18tRU OF RNM CALIF.RD. 13+SOUTH OF A 4'2 BW Ml
FENCE,2'ESI OF POO POLE j 115113E. SET FIESS FTNM POST 1'ONO ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. S
OF Ii0W• OAh �13� (760) 145-1605 _ O
TWO WORKING DAYS BEFORE YOU DIG 9 O GR 00
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q OflSS1pH DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0
.
"�� JT JM MT RECOMMENDED BY: � DATE: -S CITY 0 TEMECULA
A DEPARTMENT OF PUBLIC WORKS
HORIZONTAL Q
Contractor i� l�'y Plans Prepared Under The Supery i s ion Of ; _ Q
LA-1 4 ACCEPTED BY: DATE, TRACT NO . 23143-4
SEE ABOVE AS SHOWN No• 3090 �/ DEPUTY DIRECTOR OF PUBL I C WORKS
Ins ector °� 7 3�
p Exp. 3/31-M ✓ Date: RONALD J. PARKS PHASE 2 0
M I HAEL . TYLMAN
VERTICAL sf c1 ��. �! . = PRECISE GRADING PLAN .
Date Comp I et ed �lF \� R.C.E. No. 43090 Ex i res 3-31-00 R.C.E. No. 19744 Expires 9-30-01 `''f 1°A9 T I TLE SHEET
N/A OF ���- P � SHEET 1 OF 2 �
LOTS 49-56
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M �� M am Pmsi & Asswiates � S HILL =
o PROFESSIONAL ENGINEERS, PLAN IM k SURVE�roRS � � 1 N� AD 159 i
2M rG MID, SIE. 4M*T IECu.A G. 92591 ��Cl
W
CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240
SCALE: 1 "=20' Z
1-800--422-4133 20 0 20 40 60
c�
GRAPHIC SCALE
0
Two WORKING DAYS BEFORE YOU DIG
LD99- 130 GR 0
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
FESSI Drawing No. o
SCALE o QRS ONS!A. JT JM MT RECOMMENDED BY: DATE: BIS/Q C, I TY 0 TEMECULA
DEPARTMENT of PUBLIC WORKS 9
Contractor HORIZONTAL ,�`� �c� ��� Plans Prepared Under The Supervision Of
s 9 r �- - Q
SEE SHEET NO. 1 AS SHOWN No.43090 /i
ACCEPTED BY: DATE. f'.r TRACT NO . 23143 4 0
Inspector r-4 Exp. 3/31-M Date: DEPUTY RONALD DIRECTOR
F PUBLIC WORKS A.,� ,.A, PHASE 2
MIC AEL A YLMAN '' -'�T'= 0
Date Completed eted VERTICAL sr' ����
,gyp t .. PRECISE GRADING PLAN
N/A F OF C 1►��F� R.C.E. No. 43090 Exp i res 3-31-00 R.C.E. No. 19744 Expires 9-30-01
LOTS 49-56 SHEET 2 OF 2