HomeMy WebLinkAboutLot 80-82 - Precise Grading PRECISE GRADING PLANTO RIVERSIDE
TO CORONA
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GRADING NOTES
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE AS AMENDED BY P �
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ORDINANCE 9 -04, MODEL SITEP p,UB4
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
City of Temecula RD•
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT NO .
186 1 LOTS 80 8 LA PO CAMPANULA WAY
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4. PROVIDE 5 WIDE BY 1, HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 HIGH. H1 HwAY 79
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION TO SAN DIEGO
REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN VICINITY MAP
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING * \ NOT TO SCALE
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, V j 0
ELEVATION AND LOCATION OF CUT FILL SLOPES. \
7, PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
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F THE PRELIMINARY I
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 0 E EL SOILS
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420--01) DATED 4-26-96 AND ALL \
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY CP Q UNLESS OTHERWISE NOTED ON PLAN
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND JA V
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT, �Z
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPECTION \ I 1% MIN.
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 ( Nz
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 I
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 30
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12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED 0F WEEDS, 5, P= 100.0 2�
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,TINA MIN.DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. GALAP.L. MINI FF= 100.5 1
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE CLEARED KEYED
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AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY AI Z
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 1
14, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 3 1'
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
MIN. MIN,
AND DAMAGE TO ADJACENT PROPERTIES.
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 2MIN. I \
PAD 211%o MAX.
16. ALL EXISTING DRAINAGE COURSES 0N THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY `
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST J
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. O
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17, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SWALE o0 00
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ���
OVER 30' IN VERTICAL HEIGHT,
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING S I D EYAR D LOT DETAIL TYPICAL LOTODEL
SI E N.T.S. DRAINAGE D ETAI L
P T
PAD ELEVATION, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT 0 MEAN E N
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, SEE SHEET 2 N.T.S.
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19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 82
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL 79
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
80
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10R 1
' . 81
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET, 0
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. &4
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF AQ
ANY CONSTRUCTION/GRADING. Aa
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �
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LEGEND
F.L. - FLOW LINE
F.S. - FINISHED SURFACE
F.G. - FINISHED GRADE
G.B. - GRADE BREAK I
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H.P. - HIGH POINT
L.P. - LOW POINT
INDEX MAP R. - RATE OF GRADE �
T.C. - TOP OF CURB
- TOP OF WALL
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\ 1"= 30' - BOUNDARY 0
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4 - LOT NUMBER 0
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P=69.3 - PAD ELEVATION
FoRe BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING FF-69.80 - FINISH FLOOR
Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION Z
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS KEITH g , w OWNER/DEVELOPER:
or Southern Colitornio CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN • anu{� N
MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159 PAGES 38 THROUGH 61 OF MAPS RECORDS INTERNATIONAL Land s
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 �''° P rks TRIMA Ir ,PACIFIC HOMES N
1 80Q INC. 7700 Irvine Center Dr., Suite 470 rn
�' OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD, Inland Empire Division � �e���+ Irvine, California 92805 �
422--4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. LD98-081 G R 00
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV, 1128.410 A311111awho � 'ra"w.. AWS&M. " "W 'JW ("0')'9'-DAW
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By Drawing No.
a H RECOMMENDED BY. DATE: / CITY OF T DEPARTMENT OF PUBLIC WORKS
' Civil J RW D
Contractor
Horizontal � � ans Prepared Under Supervision Of
George A. Lentestey 2- 3 PRECISE GRADING PLANS
ABOVE � ACCEPTED BY: DATE:Ins ector SEE - No. 45920 RONALD J. PARKSPExp,12-31-9e Dote zZinidn-- TRACT N 0. 2 41
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Vertical �. G OR A. FE Y DEPUTY DIRECTOR OF PUBLIC WORKS
CDate ompleted `rTq PAS E O DEL S O L
qr c�a--�F 45920 12/31/98 19744 9/30/Q1 MODEL SITE LOTS 80-82 Sheet 1 of 2
R,C.E No. Expires R. No, Expires
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KEITH „ «.. OWNER/DEVELOPER:
INTERNATIONAL La+ +o..
INC. S� #m TRIMARK PACIFIC HOMES
Inlena empire Di.tslo� rater rasoureft
• 7700 Irvine Center Dr,, Suite 470
Irvine, Californiv 92sos LD9 8-081 G R
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Drawing .
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: QESSI Designed By Drawn By Checked By 9 NoN
JRW DH
Contractor RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS n
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Horizontal � � PI s Prepared Under Supervision Of
„ , Q George A. Lentestey �" w ACCEPTED BY: DATE: 9 s PRECISE GRADING PLANSSEE SHEET 1 � W Na. 45920 � K
1 2 0 7/ZYf,� RONALD J. PARS TRACT N 0. 2 418 6— 1 0
Inspector gxp.12-31-9d
Date DEPUTY DIRECTOR OF PUBLIC WORKS
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Date Vertical �, GE Re A. L Es PAS E 0 DEL S 0 L
Completed l'q `
GF R.C.E No. 45920 Expires 12 31198 R.C.E No. 19744 Expires 9/30/01 MODEL SITE LOTS 80-82 Sheet 2 of 2