HomeMy WebLinkAboutTract Map 30264-6 Lot 7-15 Precise Grading 1
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CITY OF" TEMECULA GRADING TSjp
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1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
PRECISE GRADING PLANSEDIMENT CONTROL ORDINANCE NO. 04--04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
t�C \ ST,4Te 5° IN. /L 5° MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
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MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' E`
v , m 30264-6 LOTS 7-15
3° IN. 2° IN. 2' MIN. 3° IN AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET.
UPPERPAD FINISHED MUDSILL
RAINBOW CANYON , fi TM, 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
REDHAWK PKWY -I- LOWER PAD
: 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
S LO MA LINDA �' w 6�M[N STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
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ROAD % MIN. °° I OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
WOLF GREEK S. 4 20 MAX. SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
-0 s 2 MINAX 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
2O� SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
REDHAWK PKWY SLOPE VARIES
SCALE 2:1 MAX° BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
NO FILLS OVER 1' DEEP.
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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
WOLF VALLEY ROAD UDSILLVICINITY MAP 5 MIN'
° MIN. 2° MIN. FINISHED SURFACE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT I T ea 12" IN. ABOVE PAD ELEV.
FILL SLOPES.
TR. 30264-12 UN OFF TOP
® 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
®°
PA 5® 6 M1MIN.
SLOPE VARIES
2:1 MAX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
® A PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., 'x
DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
YE
INDEX MAPFOR REAR YARD SLOPES GA R 2O o IMAX. 6� DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
AN i VERTICAL HEIGHT MIN• CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SCALE: I" 100"
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
SCALENO CAL ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
HIGH POINT PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
��' PAD ELEVATION-0.13` „ w
MODEL TYPE 2% °bae. 6 r 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND '
MAX, FINISH FLOOR i -i SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
�, M i? LOT NUMBER
5"
L4a
THE GRADING PHASE.
DEEPENED FOOTING 069.06 1069.06 ELEVATION TYPE ®PER PLAN
, 66Do2 `� ,0 0 0 FINISH FLOOR ELEVATION a % MIN APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
8 ABOVE PAD ELEVATION ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
5' MIN FF=3C 1070°17 PAD ELEVATION = - OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
4' MI PAD-1069.50 9=' ®: ® FLOW PREVENTION DEVICES PER THE U.P.C.
4" SAND
5� "' PAD GRADE FILL DISPOSAL 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
FLAN 1A PLAN 1® PLAN 1C LENGTH OF DEEPENED BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
FOOTING (D.F.) STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
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ENHANCED ELEVATION ERFOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
PER PLAN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
SCALENO PLACEMENT OF FILL. };
RETAINING WALL,
-
WHEN y ' , , WHEN REQUIRED, r0sy.sr *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* ' ;
6 0 64 0 6 0 BY SEPARATE PERMIT GFF=1069.67 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GARAGE FINISH FLOOR ELEVATION ®� AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
RIGHT-OF-WAY GRADING OPERATIONS.
LEGEND
I T-7-71so.5® CURB 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. I
PLAN 2A PLAN 2B PLAN 2CFS FINISH SURFACE 3 SHEET N 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND `
TC TOP OF CURB
TYPICAL LOT PAD 1200°1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
N.T.S. FL FLOWLINE ELEVATION ®® ACT OUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
INV. INVERT
A FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
MEOW RETAINING ALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
70' 0° 7®' 0' 71' 0' PA-.1 GFF GARAGE FINISH FLOORELEVATION (WITH RESPECT TO MEAN SEA LEVEL) .SHALL BE GIVEN. IF AN ELEVATION WITH
HIGH POINT = PAD �? EXISTING CONTOURS
ELEVATION-0.2` MIN. Cq A 1234°0 FLOW LINE ELEVATION RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
PA
F,L P OPOD CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
W� S DEEG. • GRADE BREAK PND FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
3 STREET LIGHT OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
PLAN 3A PLAN 3B PLAN E ENHANCED EAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
5 5' 5 I FIRE HYDRANT
ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
PAD ELEVATION MIN. MIN. PAD ELEVATION MIN ENHANCED S[
BUILDING F00TPRINTS TOP OF ALL S 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
RIGHT ELEVATION
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
SCALE 1 " = 40' C c TF TOP OF FOOTING ESL ENHANCED SIDE I
2 DETAIL NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
B B 3 SHEET DETAIL SHO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
----------------
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
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PUBLIC RIGHT-OF-WAY.
�a�f°��� P/L NOTICE TO CONTRACTORS 21° APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
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RAW x CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
FOOTING TO BE DEEPENED OF ALL PERSONS AND PROPERTY, AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR REVIEW AND APPROVAL.
AND NOT E LIMITED TO NORMAL WORKING HOURS; AN AT THE CONTRACTOR SHALL
O� a DEFEND, INDEMNIFY AND HOLD OWNER AND E ENGINEER HARMLESS FROM ANY 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
OF 20 0° ° AND ALL LIA ILI AL O ALLEGE IN CONNECTION E PRFO ANC OF ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
®' L WORK ON IS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
F.F. ELEV. DEEPENED FOOTING D.F. OF OWNER OR ENGINEER. CONTRACTOR OWNER DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
( )
VARIES, 6" MIN. TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
1 PER PLANRAMAXPTH FOOTINGSTRUCTURES. EARTHWORK QUANTITY ESTIMATE
PAD ELEV. 2� ALL UNDERGROUNDUTILITIES ORSTRUCTURES REPOR D Y E 0 ORO ERS WOODID HOMES
® AND OSE SHO ON E RECORDS EXAMINED ARE INDICATED EI E CONTRACTOR SHALL NOTIFY E FOLLOWING UTILITIES OR AGENCIES 23121 ANTONIO PARKWAY SUITE 120
2Q0
�� 12" MIN. APPROXIMATE LOCATION AND EXTENT. O Y ACCEPTING ESE PLANS OR 2 WORKING DAYS PRIORTO STARTING CONSTRUCTIONOF EXCAVATION: RANCHO SANTA MARGARITA, CA. 926 B
C.Y. PROCEEDING I PRO MNT PU SUANT ERETO AGREES TO ASSU E LIABILITY ILITY AND '
Underground Service AlertC.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM E EXISTENCE CI OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411
949-858-4980
®gf®R OF UNDERGROUND UTILITIES ORSTRUCTURES NOTREPORTED TO UNDERSIGNED; NOTSOILS ENGINEER
SUBSIDENCE
t ® Call: T EE
NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING INDICATED O THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE T UNDERGROUND SERVICE ALERT: 1( 00) 227-2600
m SHALL BE FORMED. l REPORTED OR SHO ON RECORDSEXAMINED. E CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC.
1-800DUE PRECAUTIONARY MEASURES TO PROTECT E UTILITIES 0 STRUCTURES SHO AND 7715 CONVOY COURT
ANY OTHER UTILITIES ORSTRUCTURES FOUND AT SITE. IT SHALL E THE SA DIEGO CA 92111
227-2600 TY . EXT A TH F TI LA CONTRACTOR'S RESPONSIBILITY TO NOTIFY OWNER OF THE UTILITIES ORSTRUCTURES THE ASIS OF EA [ S IS CEN LINE F PALA ROAD 858-560-1713
itdG Daus E fdiG N.T.S. TTLC.Y. C.Y.
CONCERNED BEFORESTARTING WORK. ECO OF SURVEY BOOK 100, PAGE , I N4.7®45° °° 858-560-0380 FAX
rWO VISIONS DA ACCBENCHMARK FESS® all Foreman Inc. DrawingNo.
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F T E M
CONST UCTION RECORD DA Y � SCALE �� o 1 9 ECO ENDS Y: DA :
?.98-06 f�L� 1 BEV G4T'/�� S�7` 2 RIVERSIDE COUNTY 600-62-69 1970 __ X10 ®�1 J. P � Engineering°Surveying°Planning•Landscape Architecture I � L DEPARTMENT OF PUBLIC WORKS
CONTRACTOR HORIZONTAL �� �� �® �� Three BefferWceid Cir. Ste. 200 Temecula, Ca. 92590 f ;
ASS DISC SET 1 EAST OF CONCRETEPOST KR Phn. 951 294-9300 Fax. 951 294-9301
FROMSTAMPED
PPOS OFFICE RESET,
AT MILES
CULA 2 ALONG N, OF THE ROAD
® 21914 ACCEPTED Y: DA
° AS SHO EXP. ®3 ®®� RONALD J. PARKS •,
PRECISE GRADING PLAN
INSPECTOR D D DEPUTY DIRECTOR OF PUBLIC WORKS
PAVED ROAD N.W. O L° POLE NO. 2 5, C. .T. �� �� w, 'L ` r :` I
,-3.W. O 3 CONCRETE STANDPIPE. ELEV. 1039.378 VERTIDAL �A� SIV%� A T Y T ICH DATi'-'-'
77
DATE COMPLETED- D��®� ®G. ® 1 1 EXP. T - - R.C.E. o• 1 744 EXPIRES930 7 a�." SI-ET. 1 OF t
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CONSTRUCTION RECORD DATE BY
REVISIONS DATE ACC'D BENCHMARK SCALE ®� of all Foreman Inc. RECOMMENDED Y: _ DATE: OF TEMECULA
DEPARTMENT OF PUBLIC WORKS
,N6 Z ( E� z-orI RIVERSIDE COUN X600®6 9 1970 HORIZONTAL � Engineering•Surveying•Planning•LandscapeArchitecture / ='
Three BetterWorld Mr. Ste. 200 Temecula, Co. 92590 /
CONT CTO SS DISCS 1 ST F CONCRETE POST MARKER . 2' �,� z Ph. 951 294-9300 Fax. 951 294-9301 ACCEPTEDY: DAT / ` ! N r
STAMPED RESET, ILS S.E. ALONG PA ROAD AS SFiO N EXP. ® 1)® 7 RONALD J. PARKS
FROM POST OFFICE AT T ECU 9 N.E. F THE DEPUTY DIRECTO OF U LIC O nw
INSPECTORPAVED ROAD 5' N.W. OF TEL. POLE NO. 62 , C.W.T. ®�• %> f /� f o 4-® 1 p L T 7® 1
S.W. O 6' CONCRETESTANDPIPE. ELEV. 1039.37
VERTICAL � ctvt�- I °®�, ®. . S T. 2
Op C tm%I R.C.E. . .C. . No. 1 744EXPIRES 0 7 ; f:'
DATE COMPLETED
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