HomeMy WebLinkAboutTract Map 22915-1 Lot 86-88 Precise Grading GRADING NOTES
0 1. ALL GRADMiG SHALL CONFORM TO THE UNiFORM BUILDING CODEA
CH PTER 70, AS
AMENDED BY ORDINANCE 457.
2 MINIMUM BUILDING PAD AND DRAINAGE SWIALE SLOPES SHALL BE IX 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.
I MAXIMUM CUT AND FILL SLOPES — 2:1.
4. PROVIDE A 5' WADE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
SLOPES OVER 5' HIGH.
A R Q D D 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
CIA mG ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
R�,11 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FiLLS OVER 1' DEEP.
NF1 6 DCIVIL ENGINEER TEMECULA
ENGINEERING DE ARTMENTWRITTE WRITTEN O COMPLETION OF ROUGH
�O GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR 0 STORM FLOWS, ALONG
��
R010 TOP OF CUT SLOPE_
RAW O DD cc
Ea FINAL FOOT. COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91
PROJECT 811 it TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
VICINITY' MAP / CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
REPORT.
N.T.S. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411, AT LEAST 24 HOURS IN ADVANCE
0�— S�mREQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FiNAL INSPECTION FOR EACH LOT.
�c VI 04 0'8 11. CUT SLOPESPES EQUAL TO EQUALL TO OR R EATER R THAN 3NIN , IN VERTICAL VERTiCAL HEIGHTGHT SHALL( BE PLAN
D FILL
gA WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND TED
INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL
EARTWORK OUAN I I I IES 07 OF FiNAL INSPECTION.
0.0 12. DUST SHALL BE CONTROLLED BY WATERiNG OR OTHER APPROVED METHODS.
CUT F LL 03 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
THAN 1/2- PER FOOT FOR A MINIMUM OF 3 FEET.
NM PART 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTiL THE GROUND HAS BEEN
VOLCl�AE: 40 CYS 40 CYS CLEARED OF WEEDS, DEBRIS. TOPSOIL AND OTHER DELETERIOUS MATERIAL.
02 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
PROPERTIES DURING GRADING OPERATIONS.
k k k X 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
k PLANT AT 12- ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE PLANTED
kQl < k k k 82 WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE
PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON
k k k k k k CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
k 64 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.x.
k 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE HELD PRIOR TO
k k k k wpA COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
N 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
k k k k 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.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
LEES CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
FIRE HYDRANT BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
STREET LIGHT
o RELIEFNOTICE TO CONTRACTOR
I
IKAP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR OTHER
N.T.S. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR
LEGEND
NOT SHOWN ON THESE PLANS.
P PAD
(TC) EXISTOF CLORB
TC TOP OF CURB it t
FL FLOWLNE
FP HH GPOINT R' WN. MIN. 10
FF FINISHED FL 401
0 '0GFF GARAGE FINISHED FLOOR L5
Pr M rr
FS FINISHED SURFACE G oFF im r ►.,- am ►i0 'P r WN.
FG FINISHED GRADE Fj ' s NM_ o� EE rtaul . tVARIEs DEEPENED rOOM (VARIESGB GRADE BREAK IFF c �A" ,� to lir cSEF PIAN)WATER INETER 12' to la' Ly�x. � 1AAx- DATED:12 V 91 Nn zox w�x�
����p 1101E IOTA( FOOTING DEPTH— DEPTH }'ER #AM.
® SEWER ER CON�CION o PIANS t EXTRA D.F. PER PRECISE GRADE PLANS
IIO1C ivtl,E >roDlillc oEr1r1• DlP11i PER lUlC1q. rL�Ns ♦ aciRA D.F. rEil PREC1g dtADE PUNS � YARD DRAINAGE
DF DEEPENED FOOTING TYPICAL REAR YARD BERM TYPICAL 8 DE YARD DRAINAGE
LOT NUMBER
AT TOP OF SLOPE
.+. 2AR UNIT TYPE AND 8"A I ION
CONSTRUCTION NOTE
• • • EPENED FOOTING PREPARED SY:
NOTE: GARAGE PADS ! PAD ELEV. — 0.5 FEET (TYPICAL)
SOILS ENGINEER EXISTING 2-1 SLOPE-CUT/FLL F.G. ELEVATIONS AT ALL BUILDINGS CORNERS ! PAD GRADE (TV.) aizloleT
PREPARED FOR: '
PAC�1C SORB
7370sOPPORTUNITY ROAD TYPICAL LOT DRAINAGE AND SETBACK DETAIL TAYLOR WOODROW i��AES
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Underground Service Alert SAN DIEGO, CA. 921M NOTE: 24461 RIDGE ROUTE DRIVE
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422-4133
TWO 1NORKM DAYS BEFORE YOU MG
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CDNSTRUCII❑N RECORD DATE BY REVISI❑NS ACCT BENCH MARK SEA Designed By Drawn By Checked By Drawing No.
SCALE Q�pf ESS/ph RECOMMENDED BY, DATEI s � CITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
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