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SAD ELEV. -0.3' IN. PALOMA DEL OL
TOP OF CURB (MOO.00 8
V.11,11,1111111111
FLOW L I INE F.L. ♦S� H
M I GM POINT M.P. NW
FINISHED
15, VIA ' I
FINISHED FLOOR IF F 0000.0 IEIICEPTr 'EXCEPT
•� PAUSA S '
A A WHEREC C .cRE D D —
,FINISHED SURFACE F.S. WYED) NOTED) N.• ' "`_ ,l ,•
GRADE S11EAK G.a `'' ; m
1 I 1 I r
13Z
PRECISE RADIN PLAN
GARAGE FLOOR GF 0000.0 Z ' _ x zTRACT NO , 241334
PAD ELEVATION PE 0000.0
�• (Ff�
All RELEASE VALVE Pica �t {
FIRE HYDRANT `d` \ �• ♦ �• a4
1�
DR I VERAY -
IMT T9
STREET L 1 GHT OrTYPICAL SIDE YARD DRAINAGE
tN.T.S. I
10 Slfrl D rEf;O
WATER SCRY I CE PROJECT IS
• SEVER SERq 1 CE I s TRACT NO.N0. 24132-1VICNITY -
COPE � t2 MrN. of MIN. DG. PAD
I ABOVE PAD5 ' MIN. 3 ' MIN. ELEV.
++ NOT TO SCALE
EXTRA DEPTH FOOTING 1 �, �
COMPACTED " MIN. s
WHEEL CHA 1 R RAMP BERM �` e 9 ♦0 ♦♦ ♦� ♦A ♦6 ♦b ♦� tT
1 s ♦s g
,� . ♦ , ♦ ♦ ♦ f GRADING NOTES
pw"vr- 81"y"
2: 1 VAX. ( N.T.5. f 27. M 1 N. ` ♦♦b ♦ ♦ ♦ ♦� LI 'Z•'
2% MIN. 21 % MAX. I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70.
♦ AS AMENDED BY ORDINANCE 457.
LOT NUR+IBER p • SECTION A - a � � � ♦��,
IN�iCAiES MODEL FOR SIDE YARD SLOPES GREATER �' � Qb $� ♦CR ' 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IZ.
qp
THAN 5 IN VERTICAL HEIGHT �' ROJECT SITE
UI T 'TYPE 4 6♦ �p + coRTE VA \Cp �r � : �� J. MAXIMUM CUT OR FILL SLOPES 2: 1 .
e 1P 1♦ Thr,, �� J 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EOU1VALENT iLONG THE TOP OF ALL
` Is g' �. � FILL SLOPES OVER 5 ' HIGH.
INDICATES ELEVATION
12" MIN. ABOVE PAD ELEV. ski AL
Z S. L GRADING SHALL BE DONE UNDER THE SUPERYISIbN OF A COMPETENT
INDICATES AMOUNT OFS O Z* b3 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
X . 3
19 s PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
EXTRA DEPTH FOOTING
15 OVER I ' DEEP.
THIS LOT REt1U t RES A BACKWATER VALVE ROUND OFF TOP
*.p �F? 11 1•y6
3 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
PER SECT. 409 OF U.P.C. PER APPROVED — 5 • TRACT NO. 24133-3 �! ,S9 5s ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
WATER AND SEWER PLANS. (SEE INDEX MAP) \ AA GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
A\ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. ► `
oQ'�� RSA TRACT NO. 24133-5 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
Gf
• T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS. ALONG
TOP OF CUT SLOPE.
SECTION B - B (N. T.s. 1
A I S. FINAL COMPACTION REPORT WILL BE REGUIRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER 41 I ONE FOOT.
THAN5 ' IN VERTICAL HEIGHT !
9. ALL GRADING SHALL BE DONE 1N COWORMANCE WITH KECOMMENDATIONS OF ' I
THE PRELIMINARY SOILS INVESTIGATION BY:
5, MIN. P 5 , MIN. 6 111 r N. CONVERSE CONSLILTANT3 DATED:
6" MIN' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE #
3 ' MIN. I ' 1 ' 3 ' MIN. ENGINEERING DEPARTMENT WHICH SMALL INCLUDE FOUNDATION DESIGN RECON- y
MUD
SILL MIN. MIN. MUDSILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 1
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SMALL NOTIFY THE CITY OF TEMECULA ENGINE ERIMIG
�- DEPARTMENT. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REOUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
2% MIN:
12" MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
®I
2% MIN. 2: 1 MAX. 6" TYP. 21 % MAX. A EACH LOT.
11 . CUT SLOPES EWAL TO OR GREATER THAN S• IN VERT "
21Z MAX. !tItL !'IE I GHT AND tr t Lt
SECTION C 44 SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE
- K PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
MEXAPEROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N. T. S. ) aTHE APPROVAL OF FINAL INSPECTION.
SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
S' MIN. Pte- W 13. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. I ' LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL MIN. 6" ;N. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
AN SEA LEVE ) SHALL L O'VERAU � AR
� � BEEGRIVENTREIEOUDF AN' ELEVATIONHE ELEVATION WITHTRESPECTCTOTADJ+�ACENTT GROUNDL
LSURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
' ( N.T.S. ) C I VEN.
27. MAX. 2: 1 MAX. f
15. EROSION CONTROLS ALL GRADED SLOPES SMALL BE PLANTED WITH ROSEA ICE
PLANT 12mVER
SECTION D - D 15' I NAVERT I CAN HHEE I GHT,NRS 01 N ADO I T I ONOTHERPED TOVGROUND COVER,GROUND � ESHALR. SLLOBESPLAN-
(N. T. s. ) SHEET INDEX CONSTRUCTION NOTES S QUANTITY ESTIMATE SHALL BE PLANTTEDWITH DATR10 ' ONHCENTERS, TREUBS, OR ES, 20' N - THEREOF.CENTER. COMBRINAS
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 26-31 NO. ITEM (4UANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
I LOT GRADING l 6 LOTS x 15 C.Y./LOT) 90 C.Y. U.P.C. CHAPTER IO.R. Z
BENCH MARK 16. ALL PROPERTY CORNERS SHALL K CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CL
COUNTY OF RIVERSIDE 8.11. MD. 7-29-81
1 1/2' BRASS DISC IN CONC. CY'L IMIR LOCATED FR Wr THE flll'E'RSECI ION OF FROM ST. IT. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS ' DOES POT REL I EVE _
MD RAI CAL IFORNtA ROAD. 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPL i CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD MO MARGARITA ROAD.IN THE N.W.
CORNER OF THE INTERSECTION I ' E. Of A T' DfAINLIW FENCE. 21 ' i 16' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.f) 94' N. OF THE CENTERLINE
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410
Or
APPROVED BY: SHEET f
BASIS OF BEARINGS OVNER/DEVELOPER Robert Be'in, Witttam Frost & Associates '����°� CITYOF TEMECULA
THE BEAR I NGS 94MHEREON ARE BASED ON A PORTION OF TIE MESA HOMES y �, A`• T} �, 4 - rn
CENTERLINE OF BUTTERF I ELD STAGE ROAD AS SHOWN ON PARCEL 27555 YNEZ ROAD 3LNTE 200 PROFESSIONAL ENGINEERS, PLANNERS i SURVEYORS � 1 N'
• :.� .,,WE .X .�,K. ,~,.� >� �,,. C.,�O.,,A ,>>M TRACT NO . 24133- 4 N
MAP NO. 23432 FILED IN BOOK 159. PAGES 38 THROUGH 61 OF TEME CALIFORNIA M91 RAT MlM A. CASEY R.C.E. 41880
PARCEL AAPS IN THE OFF 1 CE Of THE COUNTY RECORDER OF Com~ ��' �"� '_~ �'
RIVERSIDE COUNTY, GAL I FORPI t A BEING N 040 25 '05" W ! t�t��-� * I NC I PAL ENGINEER E7(*. 3/31/96 2 •
C I TY a TEIECl1LA PRECISE GRADING P L AN5 OF
ncrr Illy: �7 CI v N. . ��
OMIT'[: CF \fQ DATE BY DESCRIPTION APP 'D DATE
I CHAEL A. TYLMAN Exp• 3-U-99 A.C.E. •43 o CN.• R E V I S 1 0 N S DATE: :-'! �� LOTS 26-31
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SCALE I " = 20 '
APPROVED BY: SHEET
Robert Bein, William Frost & Associates Q CITY OF TEMECULA
PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS h 2
MW SIM" &W WIN. SUM Uc. ,nccnu►. Cxirae11lA . I I
RAYAIOPD A. CASEY R.C.E. 41890 TRACT N 0 . 24133- 4
1901 978-4M rix IM) IFNs-MO N0.
430eoPRINCIPAL ENGINEER EXP. 3/31/96
REV I EWE BY: EXF.IV1�-
3-31-N \�* CITY OF TEIECULA PRECISE GRADING PLANS of 2
DATE: W 1�` CP1L\E DATE BY DESCRIPTION APP 'D DATE
OF
MICHAEL A. MAN R.C.E. 430 o R E V I S 1 0 N S DATE: L��7 LOTS 2 6 - 31
J . N. 4002 49