HomeMy WebLinkAboutLot 61-78, 84-87 - Precise Grading TO RIVERSIDE
PRECISE GRADING PLANm
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PAS 0 DEL SOL
GRADING NOTES 4
1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY HAS 1 TRACT NO . 1 LOTS 61 78 & 84�87 R PROJECT
ORDINANCE 93-04.
P AUBA R�. U' SITE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17. DRAINAGE SWALES SHALL BE A 0
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
City of Temecula Ro.
3. MAXIMUM CUT AND FILL SLOPES = 2:1. WAY
Ln DPpl� -79
CAMPANULA
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
I I I I - HIGHWAY
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL
I TO SAN DIEGO
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION I1
REPORT FOR ALL FILLS OVER 1' DEEP. A 68 69
CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN k 67 VICINITY MAP
CD
6. A REGISTERED C L ad E 1 & 1
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING I / ' NOT TO SCALE
66
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT FILL SLOPES. 1
I5 I
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. 1 61 62 63 64 ro a
1
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 1co1
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 1
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81 -420--01) DATED 4-26-96 AND ALL 1
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY I I UNLESS OTHERWISE NOTED ON PLAN
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF e
THE PRELIMINARY SOILS REPORT. ao
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 Io�g �°� Q
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION C 1 MIN. -Z"
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR
-
I
GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 39
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. o
�' � 1 � MIN.
I °� � � 5 P= 100.0 me-0.5
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, I I IN.. 2% MIN.
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. Q P.L. MINI
� 1 I FF= 100.5 •�
1 I � z
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I z
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 1 p 1 I
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. I
I o
OD
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE o
PREVENT MIN. MIN.
N I
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PR PONDING WATER 1
AND DAMAGE TO ADJACENT PROPERTIES. t-L.
�3 I z_
I � z
1 2% MIN.
7 -7415. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I 8 77 1 PAD 21% MAX. N
7
75
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 1ZI
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I 119
L4 1
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE I SWALE �O �O
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 1
OVER 30' IN VERTICAL HEIGHT.
4 S I D EYAR D LOT DETAIL TYPICAL LOT
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I �• 1
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN N.T.s. DRAINAGE D ETAI L
I I � I I I I I I I I I I I I I I
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 1 o I Ir I I I I I I I
N.T.S.
REQUIRED, THE ACTUAL 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
� 1
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
OVER SHALL BE PLANTED WITH APPROVED TREES SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R
0
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR 8 II
A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 80
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF J
ANY CONSTRUCTION/GRADING. 1 ��
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 1
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED /
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I 1
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
1 AY 1
1 1
LEGEND
1 F.L. - FLOW LINE
F.S. - FINISHED SURFACE
1 1 F.G. - FINISHED GRADE
G.B. GRADE BREAK
H.P. - HIGH POINT
L.P. - LOW POINT o
R. - RATE OF GRADE
T.C. - TOP OF CURB
T.W. ;, - TOP OF WALL
-- BOUNDARY
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INDEX MAP 4 -- LOT NUMBER
0
AS SHOWN50 2S 50 100 P=69.3 - PAD ELEVATION o
FF-69.80 - FINISH FLOOR a
GRAPHIC SCALE: 1"=50' o
140
STREET LIGHT
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
,FORE Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION FIRE HYDRANT z
c Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS KEITHOWNER/DEVELOPER: Q,
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN ` � *�to" o
MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159 PAGES 38 THROUGH 61 OF MAPS RECORDS INTERNATIONAL ZI"'d
Call: TOLL FREE 7' CHAIN LINK FENCE 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY CALIFORNIA BEING N 22'56'23"W 0 z+•• ar+� TRIMA Ir PACIFIC HOMES a
1 -80� INC 7700 Irvine Center Dr., Suite 470
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. = Inland Empire Division t�A'°'"°,,,,,..
422-4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. Irvine, California 92805 LD98-- 102GR
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TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 L J MW °W*=Am. Sadle 00• 'a"*' ftfim C' ams W-0"'
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: QRpFESS/ Designed By Drawn By Checked By Drawing No.RECOMMENDED BY. DATE. � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS o
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Contractor Horizontal �Geo � �e�e - Ions Prepared Under Supervision of � Z PRECISE GRADING PLANS
its ' ACCEPTED BY: DATE. -
S E E ABOVE - No. 45920 Date RONALD J. PARKS PAS E O DEL S 0 L
Inspector � Exp.12-31-98 � DEPUTY DIRECTOR OF PUBLIC WORKS C1..'
Date
Vertical ��. GEOR A. N EY PHASE 1 TRACT N 0. 24186- 1
Completed '9
- OF CALF R.C.E No. 45920 Expires 12/31/98 R.C.E No. 19744 Expires 9/30/01 LOTS 61 -78 & 84-87 Sheet 1 of 3
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: QRp�FESS/p� Designed By Drawn By Checked By Drawing No. co
Contractor .
J.R.W. D.H. RECOMMENDED BY: DATE. CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS
HorizontalPl0
ons Prepared Under Supervision Of
WV A. `920 ACCEPTED BY: DATE: JA3Lig PRECISE GRADING PLANS
Inspector SEE SHEET - 20 No. ��� 1�/l'` RONALD J. PARKS4-1
Date Vertical x'12-31_98 GEORG A. Date ._,
DEPUTY DIRECTOR OF PUBLIC WORKS PAS EO DEL S 0 L
Completed q�Gr �F \ 1 PHASE 1 TRACT N 0. 24186- 1
CAL 45920 R.C.E No. Expires 12/3 /98 R.C.E No. 19744 Expires �/30/0l LOTS 61 -78 Sheet 2 of 3
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: PRpFESS/� Designed By Drawn By Checked By 9OFDrawing No.
�� �.R.w. D.H. RECOMMENDED BY: DATE. CITY DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal PI ns Prepared Under Supervision Of e
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Inspector SEE SHEET 1 1 = 20 No. 45920 9 t 10
Date �_„„ RONALD J. PARKS
Date Vertical �p.12-31 9e GEORGt 0X`.0' L1WfESTEY DEPUTY DIRECTOR OF PUBLIC WORKS PAS EO DEL S 0 L
Completed OFPHASE 1 TRACT N0. 24186- 1
CA��F R.C.E No. 45920 Expires 12/31/98 R.C.E No. 19744 Expires 9/30/01 Sheet 3 of 3
LOTS 84-87