HomeMy WebLinkAboutLot 16-24, 37-42 Precise Grading LEGENDA WON"�°n. �°-3M12830PROJECT SITE
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PRECISE GRADING PLAN
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AIR RELEASE VALVE CCD� TYPICAL SIDE YARD DRAINAGE
FIRE HYDRANT __.__.__ _ -- -_- _-- _-__._ �aM
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE --��� - -------
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
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EXTRA DEPTH FOOTING 7 a 00�» M » A �m
ILBOX W - VICINITY MAP
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EXTRA DEPTH FOOTING �^J � •
NOT TO SCALE
ACCESS RAMP . GRADING NOTES
P.C.C. CURB k "' » � » • " _....�.__.._._
LOT NUMBER
SIDEWALK TTER
�` 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
INDICATES MODEL,
MAIL X LOCAT N _ _ _ AS AMENDED BY ORDINANCE 93-'04.
D TAIL NO . 2 -- -- --- — --• -- 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
N.T.S. ''
INDICATES ELEVATION INDEX MAP 03. MAXIMUM CUT OR FILL SLOPES = 211.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP OF A4L
WATER BLOW--OFF 10, OR 12' SCALE 1` = 200' FILL SLOPES OVER 5' HIGH,
fi
THIS LOT REQUIRES A BACKWATER VALVE 0 i3
PER SECT, 409 OF U,P,C. PER APPROVED - 48 16 �3 12' MIN. ABOVE PAD ELEV, 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS, < SEE INDEX MAP ) MIN. TYP, w SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
U PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
6- OVER 1' DEEP.
I MAIL OX 4" MIN. ROUND OFF TOP 200 100 0 200 400 600
(TYP. ) CLR. P/L - 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
C04 5, __ _ _�__ -WN _ ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH
GRAPHIC SCALE 1 " = 200' 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,
P.C.C.
SIDEWALK CURB k 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
GUTTER 10P OF CUT SL❑PES,
MAILBOX SECTION A �- AP/L LOCATION 8. FINAL C❑MPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. 5 MIN, 5 MIN. 6' MIN. p�/2 C• 0.r_ FOR REAR YARD SLOPES GREATER
3' MIN. Y 1' 3' MIN. DETAIL NO . 1r THAN 5' IN VERTICAL HEIGHT ONE FOOT,
6�S 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
MUDSILL MIN, MIN. MUDSILL N.T.S. THE PRELIMINARY SOILS INVESTIGATION BY:
•• 47•oo' LEIGHTON AND ASSOC. DATED JAN. 2, 1996
' �• - TWD SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
-�� 43.83ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12" MIN. 12' MIN. _ MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 24 MAX, 6' TYP, 2% MIN, 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
21% MAX, MIN. 21% MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
T❑N REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
1 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT,
11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
o SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE.-
P/L `- PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN.
'� � EROSION AND INSTABILITY IN ACCORDANCE WITH CITY Df_VEW'pt4ENTco�E sEcT.17.aB PRIOR TO
3' MIN, 1' 14�
THE APPROVAL OF FINAL INSPECTION,
MUDSILL MIN. 6' MIN, I 1P, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
1 � 3
f1 1.3. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
1LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET,
' 14• A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12" MIN. T 211 MAX. L PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE 'ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
2% MIN. MIN. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C C 15. EROSION CONTROL AL. L GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
TYPICAL OVERALL FOOTPRINT DIMENSIONS 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- c�
SCALE= 1' 20' TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Un er round Service Alert � ( U.P.C. CHAPTER 10,R. 0
o ASH Vd I PA M, PATS ELEVATION 1091 .074 MER DE ELOPM 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR N
T❑ COMMENCEMENT ❑F ANY CONSTRUCTION/GRADING. ao
t='R o F E s S 1 a N A L- CIVIL. E hIC-rl N E`E R R I VERS I DE COUNTY DES I GNAT I ON : T-46-81 STAMPED ON 2, k 1/2" REGENCY HOMES INC. o
ALL T FI�:E BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO 4532 SHARON DRIVE 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE z
45*32 SHAROP4 ZRIVE CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
227 2600 LA PALMA, CA 90623
,,JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON o
L..A PALMA , CALIF. 90623 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY--79), (310) 865-7788 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED cy-
rEL
TO A BRIDGE OVER THE TUCA�OTA CREEK AND THE SANTA GERTRUDIS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
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Date Completed VERTICAL Ilkc X11%, r ; ' ; ASITYVIN M. PATEL PU 60C WORKS
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Inspector 20 '' s �,;� Date: RONALD J. PARKS PRECISE GRADING PLANS
, - „ . p Y DIRECTOR of
EPc1T
VERTICAL ',c�, r'' �t -3�-0/ �, ASHWIN M. PATEL
Date Completed ��' 9--30-01 P�BLit WORKS. PHASE II
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