HomeMy WebLinkAboutLot 3-20 Precise Grading GENERAL GRADING NOTES
i . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER
` •, z : 70. AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - It.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
1 8 .
A MINIMUM OF 2' FROM TOP OF CUT OR FILL SLOPES.
`4-nY'e 3. MAXIMUM CUT AND FILL SLOPE 2: 1 .
° '(• M > 4. PROVIDE 5 WIDE BY i HIGH BERM OR EQUIVALENT ALONG THE TOP
OF ALL
FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
y. "� F• - `r BLULDIJiK FAOTPRIIV7.5 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
t` FS ,;GALE: "= 30' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
V 1 ••• I_ -
, " OVER I ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
UNDERGROUND STRUCTURES TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
LINE. GRADE. ELEVATION ANO LOCATION OF CUT AND FILL SLOPES.
" /¢ a ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
( Z , AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS
LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH ALONG TOP OF CUT SLOPES.
IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER-
SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THEEXISTENCE OF UNDERGROUND S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE THAN ONE FOOT.
PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ALL GRADING SHALL BE GONE IN CONFORMANCE WITH RECOMMENDATIONS OF
Q� `� • ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY g. THE PRELIMINARY SOILS INVESTIGATION BY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DATED TWO SETS OF THE FINAL COMPACTION REPORT SHALL
-9. TRACT NO. ZO8 79 TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE
1 �S WORK. FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING
HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE ,
aP'�k /! K EY MAP
, PRELIMINARY SOILS REPORT.
r 41 ! sCALE /"=iGb' NOTICE TO CONTRACTORS 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
,,",00'
/ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
/ A� J INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
•�� FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT,EL PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411
CIIENI) B/qNC INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
ST. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
Z)N��E• THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIOR TO THE APPROVAL OF FINAL INSPECTION.
i
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS
TO MATERIAL.
AIVEFfSIt 13. .IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT
MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL
SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER
PRIOR TO PLACEMENT OF FILL MATERIAL.
TO COFRM 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
x'74 PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE
x•74 TO MEW FOOTING TO BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES
DEEPENED 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
urcE Z
ELSINORE
CITY L A ED LCT 1S � i AD ELEVATION .3'
MIN.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
F 1 •� TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE
i MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
DEEPENED FOOTING PAD ELEVATION
6ApM N. TO PER PLAN PAD-1258. 1 ADJOINING PROPERTIES DURING GRADING OPERATIONS.
F.F. QEV.
6' ♦ EXTRA DEPTH ABOVE PAD ELEVATION 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
M�JR7t1�TA EPT}l FOOT//1� S MIN. 1 59.
.SMING s 90. ,y FOOT NG PERTM •+ TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
.W M�f1CGARTIA 1CD PLAN MAX. e : �. 430BR MODEL TYPE DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 IN
C • �1 C VERTICAL HEIGHT.
�>R1fiI�A ONE YARD AvENl1E . •• • �PAD ELEV• �e G °S a 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
/ � ' j .1�, CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC
PROJECT M1 AX /�\�� / r--.PROPERTY LrW ELEVATIONS ARE REQUIRED. THE ELEVATION (KITH RESPECT TO MEAN SEA
LOCATION �x N / LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
gyp• 2 ������ 12 MIN. f, GARAGE FLOOR ELEVATION GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
GROUND SHALL BE GIVEN.
p� THE
OTIN�GOSHALLOBEION ORMEO� �� WHEN RMETA EQUIRED. 19.19. EROSION CONTROL: ALL GRADED ORES A
TEM ECU A MEADOWS PWRKWAY SL SHALL BE PLANTED WITH ROSEA ICE
BY SEPARATE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
1 RIGHT-OF�AY OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE
PERMIT �•�
SAN opo TYPICAL EXTRA DEPTH FOOTING
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF.
NOT TO SCALE � .• CURB SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON CENTER:
COMBINATIONS• 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT
Adw SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
6 DEVICES PER U.P.C., CHAPTER 10.r.
5' MIN. L 5' MIN. TYPICAL LOT 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
UNAUTHORIZED CHANGES 6 USES: 3' 2' 2' 3• NOT TO SCALE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
THE ENGINEER PREPARING THESE PLANS WILL NOT MIN. MIN. MIN. MIN. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
BE RESPONSIBLE FOR, OR LIABLE FOR, PERMITTED.
UNAUTHORIZED CHANGES TO OR USES OF THESE
PLANS. ALL CHANGES TO THE PLANS MUST BE IN 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
WRITING AND MUST BE APPROVED BY THE PREPARER PAD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. '
OF THESE PLANS. � � � 6'
MIN LOWER PAD LEGEND 23- APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
6 -. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
�cN^ ��� _ MIN. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
BENCHMARK s•� UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
F.S. - FINISHED SURFACE 3 - SHEET NUMBER SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
ELEVATION: 1230.562 DATE: 9/13/82 6` OPE VARIES
RIVERSIDE COUNTY DESIGRATION T-27-81 FTAMM ON 2-1/2' BRASS 22 MIN. 2: 1 MAX.
DISK IN CONC. CYLINDER. 21% MAX.IA SECTION 2X "IN. T.C. - TOP OF CURB 1200. - PAD ELEVATION
FROM ROAD, T3E4IMILESECTIUN NOTHEAS Nf:HFRONT �OECALIFORNIA ROAOAL44OFEET X.
F.L. - FLOW LINE TRACT BOUNDARY NOTIFICATIONS I �'
NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD. 3 FEET NOT TO SCALE
SOUTH OF A 4 FT. TWO RAIL FENCE, 2 FEET WEST OF PP i1751190E. - INVERT - DAYLIGHT LINE NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
SET FIBERGLASS WITNESS POST i FOOT NORTHWEST OF MONUMENT. F.F. - FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
Undergramd Service Alert SOILS ENGINEER
JOMNDE•RPIERCE COPPANT S.F. - GARAGE FLOOR - EXISTING CONTOURS CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
2201 MARTIN ST.. STE. 107 LOT NUMBER UNDERGROUND SERVICE ALERT: 1 QOO 4Z2-4133
IRVINE. CAL 92612 1 0 - 1600 - PRoPosEo coNTovRs ( )
• . Cath TOLL FREE 714-752-0676 1234.0 - TERRACE DRAIN
RANCHO CALIF. WATER DISTRICT (USA)(900)-422- 4133
RIM - RIM ELEVATION EASTERN MUNICIPAL WATER DISTRICT (909) T66-1830
11:1 Lohr + Associates Inc422.4133G.S. - GRADE BREAK
TWO WORKING DAYS BEFORE YOU DICT CA O �+o r.n�..�r.. a sssso "
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CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE SEA POFESSjo Designed By Drawn By Checked By Drawing No.
MTD M7'0 AFL FWD RECOMMENDED BY DATE � 1 '7 CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
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