HomeMy WebLinkAboutLot 16-20, 40-56 Precise Grading GRADING NOTES Tract 94183 1
No .1 . ALL GRADIN SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING
Rp,� RpAD
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 0 Ro
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE ..�.r ` c
P Q
SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM Precise r'
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ots 160a nd �p D
� �� VIA RAMI �P o
4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ` to PAUBA w
FILL SLOPES OVER 5 HIGH. In Cit Te ecul T_ a CAS a 4-
a a ofaliforni
a
5. ALL GRADIN SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ,
SA
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ROAD
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �
OVER 1 , DEEP. � ��
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000'00 ��Fiy
q
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC PIO PICO �'9y
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE \
FL
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES. HIGH POINT HP
// AMPANULA
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 32 HWY. 79 AY
ONE FOOT. 31 \,
FINISHED SURFACE FS , 33 TO SAN DIEGO
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ` PROJECT S I'VE
/-MTHE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED GARAGE FLOOR GF 0000.0 ��� 30 34 _ 7 R A C T
OCTOBER 1
Q 4. ,9. , 29 � 35 �E _ _
199 _
p .IJ .I
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 TO f
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- za - 37 4 Ro VICINITY MAP
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 79 - _ NOT TO SCALE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 27 3839
/
WATER SERVICE W s,
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING , 6t
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SEWER SERVICE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- �QS
25 J 61
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ' so
I
EACH LOT. DRIVEWAY ' 24 �i 63 77
59
64 ' 65 54 76 7
2
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - 1 67 ss
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE , 23 76 57 69
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 65 75 74 73 172 71 70
55
FROM EROSION 'AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 22 1 s3 25 26
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. / 12\ i 6675 76 HIGH POINT
UNIT TYPE/ELEVATION 2 A a' _ _ _ _ sx 25 A PAD ELEV. -0. MIN*
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS a i 21 67 � �' _ 30
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS co "' ' 7401
61
INVERT ELEVATION IE 3r a :, ' 24
MATERIAL. 5n 31 z
C 73 TRACT NO 24183-1 56 s7 58 55 ?
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES OF) �� � PARK SITE so 51 52 53 54 55 32 � 3 I � A
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1 69 72 77
PREPARAT-ION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 33 x2 I 10' Tf. 10 Typ'
FILL MATER I AL. ai v T AC . 241 3 34 71 78 I (aCEPT (EX( PT 1
1 2 �1 4s y
a 4e �� 35 � I 5 � B 5 5 B � C 5 C I
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF - A_ 4s 45 44 3 4z r•1 4n 39 3a 37 36 20 1 MIN NOTED) MIN MIN NOTfD) MIN
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 3 - -
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO �`� _ 1g PAD PAD
ADJACENT PROPERTIES. ~ - _ _ 16
FF FF
rR
~~- - A CT
z Z z
15. ,/DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 4 8 s 10 11 12 13 14 15 q 1 _ 17 ,, it _ I , � 1
BY THE DIRECTOR OF PUBLIC WORKS. 2 16 3 J fJ8 I r 16
i 5 6 �
- U)1 4 5 B 16 7� I MIN. MIN.
-16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE 7\
CAMPANULA WAY s1 9 1n 13 I z z
TO FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE r �l 80 CA 12- _ _ ____� 11 z z
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �� - -� �.�� 7� ` I o O :2Ep I o
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ ���� BozkC\j 1E
�RA
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE--TENTHS ( 1 .5) r iq A C'7 0
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUTR W
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 24-182
o
TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
"
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 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. m
o
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
i PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES w
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 = 150
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. 5' MIN. 5' MIN. 6" MIN.
SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, LOTS INCLUDED 3' MIN. 1 ' 1 ' 3' MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER MUDSILL MIN. MIN. MUDSILL
10.R.
20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 40' 40'
LESS THAN 1/4„ PER FOOT FOR A MINIMUM OF 3 FEET. 40'
40' 12" MIN. 12" MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR - r 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Plan 1 o Plan 21 Plan 3 Plan J n 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE n o r J -� - �'
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Nt I ROUND OFF TOP
- SECTION B- B
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L
5
'
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED E
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0
N
5' MIN. P/L
TYPICAL FOOTPRINT ,
3 MIN. 1
N.T.S. MUDSILL MIN. 6" MIN.
SECTION A- A
co
FOR REAR YARD SLOPES GREATER
.b .
THAN 5' IN VERTICAL HEIGHT
4, C3
r
ff
12 MIN.
CD
UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER Z DEVELOPER 2: 1 MAX,
ALERT COUNTY OF RIVERSIDE B.M. NO. T--1-81 EL=1026.428 ASIS OF BEARING NOTE 2% MIN. 6" MIN.
Robert Beirk hill iam Frost & Associates 2 1/2 BRASS DISC IN CONI CYLINDER 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT BE I N, WILLIAM FROST k ASSOCIATES BU I E COMMUN I T I ES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX.
PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS FROM INTERSECTION MAIN AND FROM STREET I N TEMECULA AND FRONT STREET 27555 I NEZ ROAD, SUITE 400 11260 EL CAM I NO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO.
CALL Tom FREE 27555 YWZ RN, S�' �0°9 '�' I
IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 SECTION C-- C
1-800-422-4133 (909) 676--8042 , FAX (909) 676-7240 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL
(GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 5-
P.P.
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. z
TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT LD00-160 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY
SCALE Q�O�E S S 1 pHA` A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
0
A.
0
HORIZONTAL .�`� �� !� yam Ian Pr ared Under The Supervision i s i on Of
Contractor � � .� r P )� o
1" = 20' � a No.43090 z r r ACCEPTED BY: DATE: 13 as 1• QU I NTANA
Date: 3! DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 24183--�1 L'
Inspector AXP. 3/31/04 ,} RONALD J. PARKS = ' i
VERT I CAL sr' C I V IV ��� MIC AEL YLM N "� LOTS 16-209 & 40--55 Q
Date Completed 1� O K`1F�� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 f'• :989 a
N/A PRECISE GRADING PLANS PHASE III SHEET 1 of 3
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38.32 2: 1 SLOPE
- - -- -- - - - _ - - - - - - - - - _. - - - - - - - - -.. - - - - - - ._ _ Li
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UNDERGROUND SERVICE _._. -__ �-- -�_ - - -µ Q-
o ALERT � .
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Robert Bein, Fill iam Frost do Associates --
PROFESSIONAL EN WERS, FLAMERS h %RVEYORS w
20 0 20 40 60
CALL TOLL FREE 21555 YU W, S1E. 4M*TMCU_II CA. 92591 Q
1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 a
GRAPHIC SCALE z
TWO WORKING DAYS BEFORE YOU DIG L D 0 0-16 0 G R Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKS S r p�, DESIGNED BY DRAWN BY CFfECKED BY / Drawing No
SCALE QRO E A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: 91,-3�� CITY OF TDEPARTMENT OF PUBLIC WORKS .A.
Contractor HORIZONTAL .�`�� �� y��' `^� Pans rep d Under The Supervision Of , a,
1" = 20' W No.43090 y r ACCEPTED BY: WDATE: �3 av o
c QUINTANA2
Inspector Exp, 3/3 /D4 , Date: 831/60 DEPUTY DIRECTOR OF PUBLIC WORKS
RONALD J. PARKS
TRACT 24183-1
VERTICAL � � M I CHA L A dLMAN ;, IDote CompIeted �f*t `'�v�� LOTS 16 20 , & 40-56
FpF �k`1R.C.E. No. 0 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 fr, 19e9•
N/A maPRECISE GRADING PLANS PHASE III SHEET 2 of 3
45 15
I
49.82
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50.43' 86, 1
49• \ 1
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FF=1108.3 1A R I PE-1106.5 I
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1107.5 FG PE=1107.0 11106.5 1106.5 I I 1106.0 I I 04.7 Q
1105.5 1105.5 1 5'
FG FG FG I 1 FG I FG FG 1 1104.2 PE=1104.2 1104.2 ^
I 1107.8 1107.8 11 1106.3 1106.3 1 I 1105.0 105 0 ' I' FG FG
\ k FG FG 12.7 I ._
*. FG FG I \ o z C:) I I z 0 FG FG o z 2
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f FG FG MIN. /
c i 1% MIN. MIN. I - 1106.3 N 1% - �' 1 MIN. $ I 1% `~ 1 ��.
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N g \ N � o I g a, 1106.1 0 ' to 1104.8 rn 1 _
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O rr j !) r0� ��, j, I I � -r r I N 1106.8 s�0 I s .s s .0 1 s •s 1 s J rii A CC' r
67.17' 50.00' FL-G8 50.00' 50.00' 50.00' 50.00' 50.00' 43.64' 11 1s;o I 9160' f- /� _ r E
1105 `� �f 81
60.0o, 40 s'
1100 � � 20' I 20P 60
2: 1 SLOPE
1095 0
I 3
- - - - - - - - - -- -- - _. ._.. ..... - - - - L - -- - - - - -- -- - -- -- - - - - - .- _ _ - _ - _ - -�- - - - - _ - -- - -- - - -. - _ - ...- - - - ..._ _ - _ - _ - - - - --- - - - - -- _ - -- - - _ - -. - -- - - - - -- - - -- -- � _ � � / o
0
UNDERGROUND SERVICE ��r'f� ��� � _ _ � �
ALERT r� I � r - _ `�, o
Robert Being Filliam Fmst & Associates 20 0 20 40 60
PROFESSIONAL ENGINEERS, PLANERS k SIZVEYORS
CALL TOLL FREE 27555 Y�U ROAD, STE. ,00•TEMECIN.JI G. 92591
1-8W-422-4133 (909) 676-8042 , FAX (909) 676-7240
GRAPHIC SCALE
4.
c�
TWO WORKING DAYS BEFORE YOU DIG
�DOO-�60GR
DESIGNED BY DRAWN BY CHECKED BY ��
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QRS F S S I0*. RECOMMENDED BY: DATE: �'/ ev CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
A. j�! �� A. J I MENEZ A. J I MENEZ M. TYLMAN o
Contractor HORIZONTAL 3 �� o
�`�' t� PI s Pr pare Un a The Supervision Of
1" = 20' w No.43090 ACCEPTED BY: DATE. Q U I N T A N A
0
--jo //,ADate: 3 DEPUTY D I RECTOR OF PUBLIC WORKS ' :` x.::,
3
Inspector Exp. 3/31/04 RONALD J. PARKS r.. TRACT 24183--1
M I CHA L A. TYLMAN
VERTICAL sf CIVI ��� LOTS 16--20 , & 40-56
Date Comp I eted �rF Fob 43090 3-31--04
OF �(�\,1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 f''f�19�, PRECISE GRADING PLANS PHASE III SHEET OF
N/A 3 3