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4PMe9V0V VQUAL, WDEX MAP
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' EUev.•p!"� PtJ�IJ SCALE /-- 200"
1. 1111 g:•adi"g Mlsii eenfotw to the ettf l% fsild'ing tele,
Chapter 70, as amended by Ordinance 457. ,
_
Ff- MMIM. !. Kinimm building pad and drainage wale siviit *%til he
=11 if cut or till is less than 100 , 2• if cut or till
is greater than 101 . Drainage wales shall be a
minimum of 0.2' deep and be constructed a minimum of 2'
frau the top of cut or fill slopes.
SIH Z00 0W'*JM Ah RZGt'r7
3. 1d:Lsmll Cut and fill slopes a 2:1.
0. Provide S' ride by 1' high bam or equivalent along tft
CONSTRUCTION N NOTES 9 QUANTITY ESTIMATE top Of all fill slopes over S' high.
Cv S. All grading shall be dune ceder
lowthe supervision of a
NO. taRpetent soils engineer who shall certify that all
�� QUANTITY UNIT •fill has been properly placed and who shall submit a
L INSTALL 4
final compaction report for all fills over 1' deep. 10 ' .
A.S.B. 18DR-33) s. A Registered Civil ftgineer shall sutsuit to the
2 INSTALL AREA DRAIN PER DETAIL TIM *WL I building and Safety Department written certification of
�_ 4:ompletion of rough grading in accordance with h
approved the
IAP �TM11.1 R�� 3 CORRECT TO EXIST. CURB OUTLET PER DETAIL grading plan prior to issuance of the
building permit. Certification shall be to line,
THIS SHEET grade, elevation and location of cut fill slopes.
flows, aro fined to 1-- Is 100yr Q Storrs
1a � CNV! M 1. frvvide brew ditch,cut ()demi
g op slope.
�• � f •. lrinal easpectian report will be legeired for all fills
'i'
greater than one toot.
OMTK MAO
g. All grading shall be d+sne in emiexmotlrce with
recommendations of the preliminary soils investigation
by J°hC/FK drv.S.47M. AW
- 'aced .X/Y�!!,/!Jb7
h+o sets of the final c
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4 7 pact on
— 4a4►d� 1 NT OF report Department llbe which u shall include foundation to the building
Safety
r1w1 71116+RA1Ydesign
_ recommendations and certification that grading has been
*je�i00 t ' Ei,D 4aX 4exW*x *d1pFJDVM done in conformance with the recommendations of the
mew® //O preliminary soils report.
r..• the contract
er shall motley tlslt Naildiny acid safety
Last t o_14• � lo.
a>Mprew►dell��I9flrsr►• Department, 4050 Lem n Street, Riverside, Telephone
MrTLET pvrr4kr ..r 757-6146, at least 24 hours in advance requesting
�� �pwIf 1W,ffMa3M on pvwwom of ft suft w aw% 4 finish lot grade and drainage inspection. This
ret Radha M aaftebb nspection must be approved prior to builds
C�W� � ��� final inspection for each lot. n9 Permit
cut slopes equal to or greeter t%m 'S• La Mertieail
height and fill slopes equal to or greater than 3' in
S/ vertical height shall be planted with grass or ground
SOILS ENGINEER AND GEOLOGIST OWNER / DEVELOPER �' cover to protect the slope from erosion and instability
`~ `� T' i LAND USE in accordance with Ordinance Number 457 prior to the
►RCIFIC (OILS E11GI11EERIAC, IK. MESA N011ES
approval of final inspection.
SAN DIEGO,7370 OPPCA ORTUNITY
SUITE Or 2740S "EZ NORD� '� �_` � � IS. Dust shall be controlled by watering or other spprvred
3131
APPROVAL
X61!) �J�60-1713 (�14) i76-5641 •
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W"10. 1•le36'A s1►all be s! all
of CA11FCp � calla at noel less than 1/2" per for Ra minisfa3
feet. NOV 10,im
BENCH MARK 8A818 OF BEARINGS
Pr-GOyNENDEq FOR-OIGNATURE COUNTY OF RIVERSIDE S M E T
CQRIT'T OF tTVERz1fE B.R. >N. T-!!-fl TME REAR111C5 SMa1N NEW" oE low al A /dRT'idI ���'�.
I%- MASS DISC IN COM. CTLIND LOCM MON WOF THE CENTERLINE OF RANCHO CAL 1 FORNI A ROAD AS � j. I�YIIIIaM CAR69 6& `(�IsSo&aft M I C H A E L A. T Y L M A N MCT NO.
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OF FROM ST. AND M11C110 CALIFORNIA 1=19 1.8 MILES N.E. ON SHOW ON A MAP OF TRACT NO.200'"-3 RECORDED IN � PROFESStONAL ENGINEERS. PLANNERS i SURVEYORS •
NINC11D CALIFONNIA ROMO TO T1E INTERSECTION OF RAKNO CALIF=nA ROOK 1r0 PAGES 41 THROUGH 4fi OF IMPS, RECORDS OF ` 27405 VNFZ ROAD.SUITE C.RA»cH()CALIFO*NIA. CALIF()*NIA 923"
MOO AND IMIIGARITA OW. 10 THE M.Y. CORER OF THE INTERSECTION RIVERSIDE COUNTY, CALIFORNIA, BEING 478-07-05Y, (714) e76-8042 PLOT 8 PRECISE GRADING PLAN 9
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41 * 26, 5 SINGLE OAK DRAW SUITE 250 RANCFIO CALIFORNIA CALIFORNIA 92"0
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31 ze7e5 SINGLE OAK DRIVE SUITE 250 RANCHO CALIFORNIA CALIFORNIA 97"D PLOT 8 PRECISE GRADING PLAN
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4A DOUGLA4 K 8TEwA►RT R.C.E. 037234 -
DEPUTY CITY ENGINEER EXP. DATZ t 30 m
CITY OF TEMECUU DATE:
RECOMMEND1rD FOR SIGNATURE COUNTY OF RIVERSIDE S H E E T
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r _ rC1 ".-x E,sE LOTS , 3 >Fa TRACT N0. 21674 - 3
PROFESSIONAL ENGINEERS, PLANNERS i SURVEYORS
H27405 YNEZ ROAD,SUITE C.RANCHO CALIFORNIA,CA✓LIFORNtA 92"d mm"?m UNDETHE�EFtVISION Of: (714) 570-0042 SCALE PLOT S PRECISE .GRADING PLANYODER 9
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DATE /Y DESIGNED JOB NUMBER
YODER 23922
(� Zt CHECKED DATE LOTS 2 - 6 . 8 89
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CITY OF TEMECULA DATE:
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SHEET
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PROFESSIONAL ENGINEERS, PLANNERS&SURVEYORS I TRACT NO. 21674-3 7i
19765 SINGLE OAK DRIVE SUITE 250 RANCNO CALIFORNIA CALIFORNIA 92390
PR'EPAFtED 1IN10ETHE a 17141676-"2 DRAWN SCALE PLOT 8 PRECISE GRADING PLAN 4w9
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DATE stt DESCMIPTION APP 0. DATE DESIGNED JOB 239
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TRACT NO. 21674-3
PROFESSIONAL ENGINEERS, PLANNERS a SURVEYORS8
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DATE DY DElCRIPTIONAWMI DATE DESIGNED JOB NUMBER /
_ ATI<` t 23922
• MICHAEL A. TYLMAN R.C.E. 43090 EXP. 31/92CHECKED DATE LOTS ' 4 ' 6 • 309 3 11 38
REVISIONS • •
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Rq yw 1m CITY OF TEMECULA DATE:
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PLOT 8 PRECISE GRADING PLAN ,
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' Q DATE Dlr DESCRIPTION AIP'D. OAT'E DESIGNED JOB NUMBER
Ono UND15TiJI�JC.p
pA� V J.N. LOTS 10 - 13
MICHAEL A. TYLMAN R.C.E. 43090 EX /31/92 R E V I S 1 0 N S CHECK D DATE
-
J.N. 400104