HomeMy WebLinkAboutTract Map 32437-1 Lot 61,63 Precise Grading ` I
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GRADING NOTES MinimmimmPark
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE 15 2I5
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTIONPrecise Grading Plan
ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. TRACT 32437 -1 LOT 61 AND LOT 63
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 15
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARState of California
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STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED i
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. WE
GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
5. ALL A
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
THAT ALL FILLS HAVE BEEN PROPERLY 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'S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, _
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. WA
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7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN Ly LANE
ONE FOOT. VICINITY MAP
BOUNDARY
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TRACT I NOT TO SCALE
SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 09/24/03 FOR TRACT 30667-1
AND 11/10/03 FOR TRACT 30667-3 TWO SETS OF THE FINAL COMPACTION REPORT SHALL
BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. U 0LEGEND
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9 . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. C10 0000.00
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE I TOP OF CURB TC
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . ;6
FLOW LINE
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY ` HIGH POINT HP
DURING THE GRADING PHASE.
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FINISHED GRADE FG
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING,
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF ' FINISHED SURFACE FS
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS Wil
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � ,pc T_ TOP OF GRATE TG
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS _ OU�ppRY
TOP OF SLOPE TS
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ,/ TOP OF FOOTING TF
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. l�
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL ,
TOP OF WALL TW
APPROVE PLACEMENT OF FILL.
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13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURESINVERT ELEVATION IE
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GOP
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GARAGE FLOOR GF 0000.0
GRADING OPERATIONS. --���
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. --CHARLESBURG - -` f f� ® PAD ELEVATION PE 0000.0
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15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ®� WATER SERVICE
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL
SLOPES OVER 30' IN VERTICAL HEIGHT. 63 SEWER SERVICE O
16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION DRIVEWAY
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BEAGIVEN.
EL DISIF AN TANCEEABOVEI�HEWADJACENPECT TO o - -
ADJACENT GROUND SURFACE IS REQUIRED, THE �,� SLOPE
GROUND SHALL BE GIVEN.
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS c��4 LOT NUMBER F
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE
N0, 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE
NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. Z
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18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO - NOTES-
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COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 100 0 100 200 300 EROSION CONTROL TO BE IN COMPLIANCE WITH THE ROUGH GRADING PLAN
'f FOR TRACT 32437 PER LD04-295GR
PUBLIC RIGHT-OF-WAY.
if GRAPHIC SCALE WDID NO. 933C326388
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT ,%i��
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 69
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL /, TOTAL GROSS AREA FOR LOT 61 , TR 32437-1 = 0. 10 AC. E
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. '' TOTAL GROSS AREA FOR LOT 63, TR 32437 = 0.02 AC.
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22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE f : LOTS INCLUDED
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 0
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE co
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE co
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
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UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER LD06-084GR
BASIS OF BEARING NOTE
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ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIESBUILDING AND SAFETY
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391 NORTH MAIN STREET, SUITE 301 REVIEWED FOR COMPLIANCE WITH TITLE 24
�° T 40810 COUNTY CENTER DRIVE,SUITE 100 RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN
1® (909) 686-5103 CORONA, CA 92880 DISABLED ACCES QUIREME S ONLY >
TEMiECULA,CALIFORNIA 92591-6022 ON A MAP OF TRACT NO. 29286, MB 298/86-89. �
1®T! 951.676.8042 FAX 951.676.7240 ® www.RBF.com DATE OF PHOTOGRAPHY 10/23/03 (951 ) 817-3600 APPROVED BY: i
TWO WORKING DAYS BEFORE YOU DIG NAME DATE Q `
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�4EESSIp�y DESIGNED Y DRAWN BY CHECKED Y Drawing No . o
f� J. FIELDS J. FIELDS J. TANNER RECOMMENDED BY: DATE: /� DEPARTMENT OF PUBLIC WORKS
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��c® jA
Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL
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COUNTY BENCH MARK T-46-81 RESET 1997" 0
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EASTERLY OF THE CENTERLINE OF SR 79 AT AS NOTED No. 0132 �^ - - ° 0
THE SOUTHEASTERLY CORNER OF THE BRIDGE r Date: DEPUTY DIRECTOR OF PUBLIC WORKSPRECISE GRADING PLAN
InspectorP• s! ! RONALD J. PARKS
OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III d
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� CIYI� Q
Date Completed CONCRETE SIDEWALK.
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FL OF PIPE 1/2" SIDEWALK REMOVABLE
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PER PLAN 2%
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CALL T REVIEWED FOR COMPLIANCE WITH TITLE 24
1-800-422-4133 40810 COUNTY CENTER DRIVE,SUITE 100
DISABLED ACCES EQUIREM S ONLY >
TEMECULA, CALIFORNIA 92591-6022
CONSULTING 951.676.8042 ® FAX 951.676.7240 ® x.RBF.com APPROVED BY: %
TWO WORKING DAYS BEFORE YOU DIG NAME DA E Q
CONSTRUCTION RECORD DATE Y REVISIONS DATE ACC'D BENCHMARK pFESSI DESIGNED BY DRAWN Y CHECKED Y Drawing No . o
SCALE Q� TAS ®�r�l J. FIELDS J. FIELDS J. TANNER RECOMMENDED BY: DATE: LA
DEPARTMENT OF PUBLIC WORKS i
Contractor HORIZONTAL p p
Plans Prepared Under The Supervision Of
_ ACCEPTED BY: DATE: of TcG o
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DEPUTY DIRECTOR OF PUBLIC WORKS o~ �r
Inspector 1 Exp. 6l30! Date: r - v= PRECISE GRADING PLAN
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JOHN D. TANNER III RONALD J. PARKS <
VERTICAL �,
Date Completed ��4lf' �1 V Z� ®�� R.C.E. No . 60132 Ex i r es 6-30-06 R.C.E. No . 19744 Expires r es 9-30-07
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