HomeMy WebLinkAboutLot 62-76 Precise Grading R Rp1�D
94187
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract N4om
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE MARIANNA
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
adinga � asp_ recise rVIA RAMI
3. MAXIMUM CUT OR FILL SLOPES
2: , .
' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PAl�3A
4. PROVIDE 5 E
FILL SLOPES OVER 5' HIGH. w-
O S ' �
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
LEGENDz� �.
L 0000.00
F * W ROADSOILS ENGINEER WHO SHALL CERTIFY THAT ALL IL HAS BEEN PROPERLY TOP OF CURB ~
PLACED AND WHO SHALL SUBMIT
A FINAL COMPACTION REPORT FOR ALL FILLS TCIn orni
a �'
City
of
OVER 1 ' DEEP. 7
FLOW LINE FL
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP 10 ♦`
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE r
OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG _ p�0 PILO
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. RA CT
T �
7. PROVIDE BROW DITCH, DESIGNED TO
HANDLE 100 YR. Q STORM FLOWS ALONG FINISHED SURFACE FS 24188
TOP OF CUT SLOPES.
GARAGE FLOOR GF 0000.0 _ HWY. 79 WAY
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
F
ONE FOOT. PAD ELEVATION PE 0000.0 - �- _ ♦ TO SAM DIEGO
� 2, � � � 24 z3 r z2 r .� � ♦ PROJECT SITE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED FLOOR FF 0000.0 2a 21 20 r �� �0
THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED t9 12 � ���� r
14 1999. I 14 13
OCTOBERWATER SERVICE W .;:,.,4h''�- �-- t8 t7 I is I t5 I � � ; �L� 186-2
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ---0 _ �- _ _ 93 VIC INITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM_ SEWER SERVICE I - - - _ - _
-� �, NOT TO SCALE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. AO41 � �_ _ � - � � � ♦
DRIVEWAY / `$ 's ♦
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING ___ --- A? 4P �� l 55
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE '0 57 I 59 1 61
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SLOPE 45 44 \\ I&
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
NUMBER / 12 \
/ ^ `'ry
EACH LOT. LOT / �' <:
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL UNIT TYPE/ELEVATION ZA
-��
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE INVERT ELEVATION IE : ; �� ` HIGH POINT
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT Oka) -
' � No � PAD ELEV. -0. MIN.
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. BACKWATER VALVES BW = -- '� =' * ' � do A
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TRACT
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 2� 18---21
`-- � �� 1�4 � � i �e z bc z
MATERIAL.
77
L f 4 i i
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN
MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
RA
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF r7
FILL MATERIAL. 24 187
5' Or B 5' S' B ( C 5' C
JI MIN ' MIN MIN ) MI
Me
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF •
DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL
PERMANENT D �
PREVENT PONDING WATER AND DAMAGE TO SCALE: 1"=150' ' PAD PAD '
SHOULD BE PROVIDED TO EVE
ADJACENT PROPERTIES. FF z z FF z i
i
ADJ i 16' 16'
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED
' MIN. MIN.
BY THE DIRECTOR OF PUBLIC WORKS.
SCALE: 1 ' = 150
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE '
OZ moo .
i
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE LOTS INCLUDED
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO N m
��k
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) INDEX MAP R W
0
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT
0
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. LD
TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
C
TION WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
o
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL o
V)
M
rn
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES cr
W
Rcr
OVER 15 6"
IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE MIN. 5' MIN. X
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
3' MIN. 1 ' 1 '5' MIN. fi" MIN.3' MIN.
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, I /
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER
10.R. .d•d - 6. ..
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4 toPER FOOT FOR A MINIMUM OF 3 FEET.
12 MIN. 12 MIN. E
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 45' 45' 45'
to
2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. �
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
0
NOT RELIEVE ROUND OFF TOP SECTION B- 13 N
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES Plan 1 ;� - Plan 2 Plan 3
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- rfi o P/L 1-115, o
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 'n Uri
3
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
5' MIN. P/L
3' MIN. 1 '
MUDSILL MIN.
i A fi" MIN.
TYPICAL
FOOTPRINT SECTION A
N.T.S. Uj
FOR REAR YARD SLOPES GREATER .:d
THAN 5 IN VERTICAL HEIGHT Q
W
" cn
12 MIN. 2: 1 MAX. w
OWIR DV 6" MIN.UDERGROUND SERVICE N I OF .-BEARING OT 2% MIN.
_
ALERT PLANNING ■ DEDIGN ■ CONETIIUCTION COUNTY OF R I VERS I DE B.M. NO. T-1-81 EL=1026.428
2 1 2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT REIN, WILLIAM FROST k ASSOCIATES BUIE COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX.
/ 7 55 INEZ ROAD SUITE 400 11260 EL CAMINO REAL Of
o
FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 2 5 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. Q
CALL TOLL FREE 275M 1�F*'D's�400 A 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE
TEMECULA, CA 92591 SUITE 200 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C
CALFOR�NA 92�467g I N TEMECULA
1-800-422-4133 � AN DIEGO, CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
CONSULTING .67aso42 • FAx sos.s7s.724o wwwRBF.cam (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY DWAY BETWEEN P.P.P.P. 75580 AND (909) 676-8042
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST. LD02-170G R
TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT
DESIGNED BY DRAWN BY CFECKED BY Drawing No. o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D Q�dFESS/pN� RECOMMENDED BY: DATE: 10 ,010 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a
I A. JIMENEZ A. JIMENEZ M. TYLMAN
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HORIZONTAL ���� yl�� �yal P I ons Pre ed Under The Supervision Of
Contractor z ACCEPTED BY: DATE: 1015� a� MAR I ANNA o
1" = 20' � No.43090 DEPUTY D I RECTOR OF PUBLIC I C WORKS ====
Date: D t % - .. wYrri TRACT 24187
Inspector Exp. 3/31/04 MAN RONALD J. PARKSMUCHAL A. ..
VERTICAL sl e IV 1\ ��! 1 - LOTS s2 7s o
'lF R.C.E. 3090 Expires res 3-31-04 R.C.E. No. 19744 Expires 9-30-05 "� ,i9 , PRECISE GRADING PLANS PHASE I V SHEET 1 OF 3
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CONSULTING 906.676.W42 - FAX 909.676.7240 - wwwFeF.corn GRAPHIC SCALE A L E
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q0FESS10* DESIGNED BY DRAWN BY CHECKED BY !� e Z Drawing No. o
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A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE. 3 95 CITY OF TDEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL
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�``' '� �.�= yy Plans Pre ed Under The Supervision Of
rn
1 " - 20' No.430904 ACCEPTED BY: DATE: 3b MAR I ANA o
Inspector Exp. 3/31/04 - Date: Q Z 1- DEPUTY D I RECTOR OF PUBLIC WORKS -
2
RONALD J. PARKS xx _r== TRACT 24187
Date Completed et ed
VERTICAL Jf' �1�,�, ��~! ICH ELf). fYLMAN LOTS fit - 65 71 - 76
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P if F� 3090 3-31-04 � �__
N/A OF t��\ R.C.E.R C E No. Expires R.C.E. No. 19744 Expires 9-30-05 lr, .9 - o
mom PRECISE GRADING PLANS PHASE IV SHEET 2 of 3
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CALL TOLL FREE ■ ■ ■ 27555 YNEZ ROAD,SLNTE 400
1 -800-422--4133 TEW-CL",oALFoRMA 92591--4679 GRAPHIC SCALE
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SC's Q� "9� Y MA RECOMMENDED BY: DATE: �d�-�%Z CITY F TEMECULA DEPARTMENT OF PUBLIC WORKS
A. JIMENEZ A. JIMENEZ M. T L N i
Contractor HORIZONTAL ��� l`'y y� Ions Pr epad Under The Supervision Of D °i
., ACCEPTED BY: DATE. ZI;' 0
1 " = 20' W No.43090 MAR I ANA o
Inspector Exp. 3/31/04 Date: tr Zt DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS _ TRACT 24187
r:�
RONALD J. PARKS y�"`' A-; i
VERTICAL Jf' c1 Y iv ��� MI HAE A. LMAN LOTS 66 - 70 Q
Date Completed tF lF�� R.C.E. No. 4 090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 .
F C�� ,,,' 19 SHEET OF
N/A PRECISE GRADING PLANS PHASE IV 3 3CL