HomeMy WebLinkAboutLot 1-3 Precise Grading G EN ERA L N O T ES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CH. 33, AND AS AMENDED
BY ORDINANCE NO. 457.
PRECISE GRADING PLAN 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED /N THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
328 . DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGTRAC No • 980
PONDINGE W ERS7RUC ANDTURESDAMAG TEMPORO ADJACENARY TG PROPER CONTROLS.ESHOULD BE PROVIDED TO PREVENT
4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF "
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
6. MAXIMUM CUT AND FILL SLOPE 2:1.
7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR
CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
8. PROWDE 5' Wi'DE BY I" HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER
5' HIGH.
9. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG THE TOP OF CUT
SLOPES,
10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - IX /F CUT OR FILL IS LESS
THAN 10', 2X /F CUT OR FILL IS GREATER THAN 10'. 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.
1 11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED."
12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
I 1 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
6,9099 PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS
--� 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER
FOOT FOR A MIN/MUM OF J'
�0 �� 14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTFC.AL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY /N
3?' ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
• ,� 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PIROMED WfTH ROSEA
ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15 /N VERTICAL
HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20 ON CENTER OR
Q SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SHRUBS AND 7REES NOT TO EXCEED 15' IN
ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VER77CAL HEIGHT
J yV SHALL BE PROVIDED WITH AN /N-GROUND IRRIGATION SYSTEM SLOPES EQUAL TO OR LESS THAN
EQ N O• \ 4' MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO
Q
_ � • G
c) MAKE USE DFA HOSE N0 LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE
PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10.
--• Q( �� t6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE UPDATED
Q GEOTECHNICAL SOILS REPORT BY LEIGHTON & ASS. INC.. -- REP. No.,11990229-001 , DATED:
nn L -52 . 3 6 ►� NOV. 23,1999 TWO SETS DF THE FINAL COMPAC7TON REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
Im-35.0 - I 35.0 G RECOMMENDATIONS AND CER7FFlCA1IDN T7,44T GRADING GAS BEEN DONE IN CONFORMANCE
35.0 �-- --� '� � � � 7 3 1� �
4 WITH THE RECOMMENDATFONS OF THE SITE INVESTICATTON REPORT.
pp r
17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S To BE PfACED, rT MUST BE CLEARED,
5
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE
p O APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT
L6 PLM 2 N PLAN 3 1 .C�� 0 OF FILL MATET7/AL.
p N �1 18. ALL GRADING SHALL BE DONE UNDER THE SUPERWS/ON OFA COMPETENT SOILS ENGINEER WHO
5 p V0 'p MODEL COMPLEX I\ SHALL CER77FY THAT ALL FILL
�� COMPACTION REPORT FOR ALL FILLS OEVER PROPERLY DEEP. PLACED AND WHO SHALL SUBMIT A FINAL
a go 6
o g a PARKING I 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1
�C, a 'Q �� / _ 20. A SUITABLY QUALIFIED AND REGISTE'iRED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
�� SAFETY DEPARTMENT WRITTEN CERTIFTG4TFON OF COMPLETION OF ROUGH GRADING /N
C �� •rp ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR r0 REQUESTING INSPECTION AND
�f 0 •zL OL 5 0,9 J ISSUANCE OF THE UILDING PERMIT BCERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION,
HOUSE PLAN DETAILS 9 � � L 98�0 9 AND LOCATION OF SLOPES.
��
21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CER7IFIC4170N OF
000 L z Z z t d 9 8 C L � p BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH
` 98 ���� � RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
1 g, L D� :�'1 GRoUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
o �� Q Z 0 , C BE GIVEN.
11V__ V L 0 o
9 '� Z N v-18 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
'' JJ SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN
1 0- 0 H ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED
0 * () .
• O 23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRIT T5N
L �
`� �
CERTIFICATION
PLANS FORAL� GRADING DESIGNATED AS F COMPLETION Or FINAL GRADING
"ENGINEEREDIINEERED GRADING.ACCORDANCE WITH THE APPROVED
7i
H24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT
� L � , 1-800-277-2600.
45- 00 1
F PROPERTY LINE LE A R T H W O R K
NOTE: EXTRA DEPTH FTC. RAW CUT: 75 C.Y. RAW FTIL• 75 C.Y.
� 11 •
REO'D WHERE X>6"
VARIES VARIES
3.0' MIN. 2.0' MSN. � � �� � St S D l L S ENG / NEE R
a
SOILS ENGINEER
I
X 6" MIN. C LEIGHTON AND ASSOCIATES
�,�• '
m 41715 ENTERPRISE CIRCLE N. J103
zoz TEMECULA, CA. 92590--5661
pax (909) 676-5123 COUNW OF RIVERSIDE
ILn
SECTION A.,.,.A oDEPY4RTMENTF
OF" O W N E R BUILDING AND SAFETY'
SIDEYARD SECTION BEAZER HOMES OF SOUTHERN CALIFORNIA GRADING
NG ENGINEERING
I 1100 TOWN AND COUNTRY 100 ESD AND pF�PFcVED BY .;
�O
ORANGE ,CA. 92668
z
\\ to be
714-285-2900 Tony Ramsamvoj, r.E. D O Approval of thost,Plans shall not be construed
a Pe n'nit for o;an aPprnval uf,any vtota�ws. This
` ` s of the provision:;of t'lc:state or c our�y
I s3et of plans must be ke t r �y
1 �1 p o n the lob until completion,
27. 02 ' _ � • �•
GUTIER
A '7► 1\V L EGA L DESCRIPTION
CURB 30'04 U Q "2/ J' w r
Rte, Lors 1-4 TRACT 28980
MAP BOOK XXX, PAGES XXX
I -` -- RIVERSIDE COUNTY, CA.
1I
1
2' -
FL. TO P.L. L E G E N D
IS 2' TYP. 5' MIN
� A / T.C. = TDP OF CURB ---�b. = DAYLIGHT LINE
UNLESS SHOWN A.-� \\
T.B. = TOP OF EARTH BERM = BLOCK WALL
OTHERWISE
�� G.B. - VERTICAL GRADE BREAK RETAINING WALL
PAD ELEV / BENCHMARK E.P. EDGE OF PAVEMENT o ~~ WROUGHT IRON FENCE
H.P. + 0.3' QROFESSIOAV RIVERSIDE COUNTY DESIGNATION: T-2--81 STAMPED ON 2&1/2" BRASS F.L. DRAINAGE FLOW LINE WOODEN FENCE
g ��. �� DISK IN CONCRETE CYLINDER 3.4 MILES SOUTHEASTERN ON HWY. 79 F.S. = FINISH SURFACE _x- CHAIN LINK FENCE
FROM THE INTERSECTION OF MA/N STREET AND FRONT STREET IN TEMECULA F.F. BUILDING FINISH FLOOR ® = A.C. CONC. PAD
C� AT SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGARITA
1` 20 0 20 40 6Q ROAD. 109' SOUTH OF THE STREET CENTERLINE OF HWY. 79. AT THE C.L. -` CENTER LINE ■■ EXTENDED FOOTING
o � NORTHEAST FENCE CORNER OF 6 CHAIN LINK FENCE AROUND WELL SITE P.I. VERT. INTERSECTION POINT
sn * WITNESS POST 1' SOUTH OF MONUMENT. F.G. -- FINISH GROUND x.x = EXTENDED FOOTING DEPTH
�. P.E. (X X.X) = EXISTING PAD EL EV.
N OR Scale l -= 20
Underground Service Alert BY, BENCH MA R K : COUNTY OF RIVERSIDE P R E C I S E GRAD / N G P L A N
Dr= 49T Q&YMQL. DIG E � SEE ABOVE RIGHT
DEPARTMENT OF BUILDING & SAFETY TRACT NO. 28980
MI
Call. 'POLL Rl R APPROVED 19.,._ MODEL COMPLEX
E N Q � N � � �
CIVIL ENO/NEER/NO SURV Y/NO PLANNING LOTS 1-3
1.0800 16620 AIRPORT DRIVE, RSI CA 9250 8GR 00004 6
227-2600 TEL:9fft6f 41 es-o E L E V A T I 0 N : ''''`'"` '�"'g'°"5 A". DATE BY: PREPARED FOR: BEAZER HOMES
DA 7E,~R 7W SOOFRO OF, 1052.514 0 eY D.P. mAwN ear F K DNEDOM BY C.L. HORIZ. SCALE : 1 " -- 20� VERT. SCALE N/A SHEET � OF
ow
rro WORK40 DA r8 BEFORE rou olo RCE. go M1301017
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