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PLACED ON Lfff#W 09OLM WX 7HF 6ROtM
bIEETERA966 J
Af4XX&W CUT CR 4 , .
' ,F,4C7ZW OF /, - AT LEAST
ONTARIOA`UE
Underground Service Alert
CALL -TOLL FREE
1-800
422-4133
CIL mmmW_VW
SITE
0 CLAY CANYON DRIVE
•
VXVIr1'7rAi4F
N. Ts.
2 �- 5' W.
V 3' AMV. If
6' AAiN. I
pREcISE 7 GRA D/NG PLAN
5' AAW
-6' AMY
TRACT NO. 27947->
T�
\\ NO
27947 ;
12 AGFA( -J )6' AOM PAO
2X Aft2X AAM+. EZEY
20,X AHX. 210.T AiAX. 12' AA6N.
2X AA1Y.
2.1 A64X.
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N. T.S.
5' Aft R 5' AAM.
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COM LIEPTH OF
f0O7AW TO BE
OW Q�
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S6' -------- F I 6' AAl'V.
f'JAD EZEY I C O
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2X Aft.. 2X AMV. 2.1 MOIX 2X AAV
2OX A"X 2:1 ARU: 2aT AW..
%AW 27 B
IV TS.
2•
I f5 -20' 7YR
1 ' 70' AM'Y
110
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2W AW.
2" MV.. 12' RMV
V'
7YPICAL REARYARD GRAD/NG
N. T.S.
1. SW71 N A A- A M ES Wf#N 7W D#7FRE?VaF IN
PAD EZEMTIIO 6 EWfEVS 1.0:
2. SECTAN 2i--8' APF LoCS NfffN 7HF #V PAD
ELEMPOWS IS 1.0' OR LESS AW TALE EXTRA DEPTH OF
fWTM 5 _%90W Lw TME 69AOIIiWG .AMD 57AW7Z RAt fE,*16.
ODD7H OF FOOTIIWG IS .SWMlW ON 7W (A'10 *V fifAhS.
3. ASV IVO CASiF S?WL 711E SWALE fzo#L#W aF LO/ER 7T0W 715E
8077W OF FOOTAV W 7iA W 5' fTJI' W 7151E 8MZ*W LAS
4 PROOVE 4' #VF BY f' hf&V BOW OR E0t#$# €Nr ALOA19
rAtr role OF ALL FAIL .SLOPrS OVER 5' /off.
RECOMM LNDED FOR SEAL
APPROV
I 0-13,16,25,26,28,29 Iy,TE
W217958 1 F.I. I T I REVISED PLOTIINGS LATS: 1-4,11,25,26,27,29,30 1
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i
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SCALE 1A 200'
C
0.6 AACES S7t7UTi',IERLY ALONG TFAAESCAL CANYLMV Ra4O FAm
NEW/M ROAD; 100' -0-/- E'LY GF THE 1A7ERSFCCr16W LIF
7FAwESCAt CAIVYM RLW AAV LEYVr S7RJEET,• 2' f/— #1r
OF P.P. 110175; 4.5' t/— El Y OF 7RIE CZNTEI -+W OF A
MKft46E LYTL9; 7' */— N Z Y OF 7H—F N Z Y EDGE OF A
COIVM;RETE Ott VERT,• 7' t/— NZY OF Talo E7W of LDWr
S7RLU; 17' +/- WZ r Of - A 5' hVOY l•Yi4W LAWK aNCE
CoiRMIER; 73' t/- ,S€'LY OF P.P. 120801; 17f' t/- E'LY
of- B.M. S316; A bS S LVYSK STAWPED 5316 19J5
RESET f965.
ELEVATION.• 907.5180
SEAL _ APPROVED ter: DATE:
If& 210K
Eq. 93001�/ PREPARED @1'A DATE: 1,
G. ESGA C.E. NO. 21884 9-30-01
PAC#X CENTURY HOMES
40925 COUNTRY CENTER DRlI,
SLNTE 110
rEAAECULA, C4 92591
Vl210E.• (909) 505-1606
FAX.- (909) 506-1612
"SENGIREBIA
GEO SOILS, INC.
24890 ✓EFFERSOOV A14WUE
A0VRRAE-7TA C4 92564
k ICCE 909-677-9651
GI`i% 11l7I1i/l7�'
CUT 200 CU&V YARDS PER LOT
f7LL 200 CUBIC YARDS PER LOT
THE 0(157FNCE AND LOC4noW OF ANY LOWZRO IND UTTL/TY P,IRES OF S7RlC7WS SW#W
ON 775'W PLANS WE4Ei 08TA/MED BY A-Q5WCfV OF AVAof"E RECGMS. 7W—Sr LOC477aVS
ARE AP, X/A AT AND ShG9LL B£ CDNfArPAiLFO AM 1HE fAF1D BY 1hlE CON7RACTAR, SO THAT
ANY NEG£SSARY ACVUSTMENTS CAN BE A640C #V ALIG,NM£NT AAVIOR GRADE OF 77,IE PROPOSED
At/PR4ofwENTS1NE CONTR cmR IS RIrQUIR€D TO TAKE acc Affrd4UT/ONARY MEASURES• TO
PREWNT ANr LWLI7Y LINES SHOWN AND ANY OTHER LNVES NOT OF RECGIRD OR NOT SW#YV
ON 7HES£ PLANS.
ACTUAL rHXXNESS OF BASE AO EfiW 127 aF 0 7FRM#&'V BY THE SOILS TEST AND
RECOMMENDED 8Y THE SOILS ENGINEER. R -VALUES; STAN £OWALENTS AND S7AW7ZIRAL
SECTION OFSTREETS SKILL bF SUBMITTED TO 7HE CITY OF GY1M"�t+4 FOR APPROVAL UPI�MM
CO PLE77ON OF ROUGH GRA00a
CARE SHOULD BE TAKEN 70 PRE149VT GRAGID IXTCr< -S AAV SWALES fROU UNV09EWIWAI;' STREET
/MPIROVFMEN7S UPON INSPECTION Of THE S7TF 7HE CITY ENGIIICER Mil Y Af-OLNRE
TEMP~.y GUAVE SWALES, ENTERING OR L&IIWAG Al/90P0VEXW73:
CO3VS7RUC7701V C0N7T?AC7t7R AGREES THAT AN ACC6R5W6E W17H GENERALL Y ACCEPTFD
aWSTRUCRaV PRACTTC£S, COlNS7RUC77OW OOA9RAC7VR W U BE REtXIAPfD A0 ASSUAC
SOLE AND COM91_E7F RE5PW5I5/U7Y FIXT JOLT SPE CVAWK +WS DURING M COURSE OF
camSTRUCTTOY OF 7HE PRUIECT 4VCLUDVA4G S*FIY OF ALL fENWNS AND FROPE'R7Y.-
rmr THIS RE0UIREA ENr SH&L BE U 01E 727 APR CONIANLAOUSr r AND NOT bLc' LAW17ED
TO NORMAL WORKING HOURS, AND CONSTRwTAw O;7NTR cmR fURIT#R AGREES 727 DEFEND,
INDEMNIFY AND HOLD DESIGN FAVFESSIOAW I>I4WLESS PROW ANY AND ALL LkWLITY,
REAL GAR ALLEGED, IN CONNECTION WITH ITIF PL�RFOIPIL4NCE G9F W GW ThYS PROL/ECT,
EXCEPTING LIABIL/7Y ARISING FROM THE SOLE N£GLA57VCE OF OES)W PAVfE3SVAW.
GRADES ARE G/VFIV FROM TOP OF STAKES' ANL? Aws UNLESS OTHERWISE V07E0
HERE 7N IN THE CAS£ OF A PIPE OR fZUAC GRADES GYI'EN REFER TO THE HE7GHr
OF THE BOTTOM OF TfIE INVERT OR INSIDE 907TOM. COWRACMRS ARE CAUTIONED
f7N7SHETl SURFACE OF
OBSERPE 7IIE FOLLOWING RULE /N £ USING 7HGRAD£ STAKES 6*fN BY THIS
F.G - f7NISKED GRADE OFf7CE fi?IP PUTTING IN CURBS, WALKS, SEiY£R, fZUMES; AND ALL OTHER WOYPK,
1HREE CONSECt1ME POINTS THAT ARE SYOWN 7O BE ON THE SAME RA 7F OF SLOPE
FL - flow LINE MUST 8E USED !N COMMON /N ORDER 7MT ANY �ARW770N OUT OF A PERFECT
H. P. - HIGH PANT STRAIGHT GRADE A14 B£ DETEC7FD, AND IN CASE ANY SUCH DISCREPANCY IS FOUND,
El - EXISTING THE SAME MUST BE REPOR7FD. OrIAERW/SE THIS OIwcE WILL NOT BE RESPONSIBLE
TF. - r0F � f0077NG f-OR
IIC.E � /N 1N 3) 04M.E ED W O IN ANY CASE, ALL STAKES;
T.W. - TOP OF WALL , /fir �-�-�/ y-}
p r T. C. - TOP OFGURB &7Z1 ! fW
P.E. - PAD EZEVAMW PRIOR TO CON57RVC770N, THE CONTRACTOR .SWL POTHOLE ALL 117XITY CROSSINGS AND
G F.F. - Gr4RAGE RNISHED SURFACE Cy WNECT7ONS AND WMFY 7HE LO4CA77OW AND EZEVAT ON OF ALL UMJTTES AfFEC7ED.
G.8. - 6AA0E BREAK THE DVG/NEER SHALL bf- N077RRED OF ANY DISCRJEPA40ES BEFORE CWS7RUC7700V BEGINS
TO. - TOP OF GRATE LOCATIONS OF SU867RUC7UR£S AS -;;W#W OW PLANS ARE- -WOWIV FROM THE bfST AVANT£
INT! - INPLWT OF P1PE INFO.RAt poA(. HOWEYFR, SUCH LOCAT OOVS AS SYfOWN OR FAIiURE lO -WOW EXISrhW
, M WMM EXTRA DEPTH (INCHES) SM1957PUCRIRES _WALL NOT RLFL/fw nw CON7RAaw FROM 7TIE RE-5FON.S"L17'Y OF WRAmNG
727 ADD 727 F0077NG DEPTH THE LOCATION AND PROTFCANG AL S1,A4S11PUO7LARE5
- E V77?A DEPTH FOO77NG /T SYWL BE THE RESPONSIBILITY Of 7151E CaV7RACr0R 727 CaVTACr AND AWF NECESSARY
ARRANGEMENTS WITH THE APPROPR147F UlTL/7Y COAIPAANES' P1R10R 727 THE bF6N1WW OF
- - - - - - —» - RETA#W1VG WALL CONSTAVC770N.
COWTR4CT27R SIMLL NO77fY t/ND-RGo OUlND SERVACE ALERT Ar LEAST my Lw r5 Pmw
422 4133
W j f �y I
IETAPOW W
TO COWS7RUCrION. 1_77("r1 -BOO- -
tits_
S�q 84CK R_4W ffi
CONSTRUCT 3 FT HIGH REfA/NfYVG
WALL
�09�
S.F.
CONSTRUCT 3 FT HIGH RETAINING
WALL
1020
S.F.
LOTS IN THIS SEOUENCE WMCH #ILL REOLNRE A'NSTALLA7700V OF SAMTARY
-
840K fZOW PREWN77ON VALVES AS GIE7E7PAi AED BY COMPARISON OF
,3
GONS7RUCT 4 FT NIGH RETAAN/IVG
WALL
1550
S.F.
.SEWER
fWaRO.SED f7NISHED fZOOR EZEVATTONS 727 7MF UPSTREW A~"E RIM
OI`1/ WRUCT 5 FT HIGH RETAINING
WALL
510
SF.
EZEVATlONS AS SHOW7V BY THE APPROVED SEWER PLANS, ARE LIS72=D
CONSTRUCT 5 FT HIGH RETAINING
WALL
2465
S.F.
A57 fOLLOWS
20, 26, 27, 29, AND 30.
�-
CONSTRUCT 6 fT HIGH RETAAWANG
wALL
1120
S.F.
LOTS:• 3, A 5, 4 7, 9, 10, 11, 12, f3, 14, 15, 16, 17, 18, 19,
�j --
CONS'T7?UCT 5 FT HIGH RETAINING
WALL
1890
S.F.
n
1 d 00vOlopMent
LD C
Consultants
SCALE: AS NOTED
SEE A60W
DATE: JANUARY 1998
s, COUNTY OR RIVERSIDE
DEE AR rMENT OF
E 'SING &;Y
.SCALE I A20' PProvec ; { ham1�Y�.do D4
r:u otvttsa ftor=mellow mo -'10
M-.
IN THE UNINCORPORATED TERRITORY OF THE SHEET NO:
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA _ 1 of
WL Emapleepm ""`", PLAHMM
TRACT N0. 27947-1
4 sHTs.
5029 La Hurt Qr. Suite E, Riverside, CA 92507
(909) 684-9615 / FAX (909) W4-4875
PRECISE GRADING PLAN FILE NO:
LOTS: 1-30
FOR PACIFIC CENTURY HOMES W.O. 97142
912 -DD
r1m
CONS TRUCTION NOTES
�- CVYV57A Kr 3 FT MOY RETMWWO WALL PLFR
CWN7Y GIF AMWS LIF IJIEFAPlENr
OF BGIWWAV AA49 SAFETY STAM7 W aETAdL.
(WLER SMARM£ PEAWT.)
06WS71 Wr 5 FT hFOY AFTAANW NAIL PIER
CCUlN7Y OF RWR-q F aEP FAdEAT
CIF BIU bWMG AAAI SAFETY STAAIri W L*TA,V.
(MFR .SV34R4rE PDWr.)
Q— CCWS7NWr 5 fT h6W /RETAMW NALL PER
0"WY OF MWfiSrC a9WlAdEvr
OF BUU WO AAV ,S4FE7Y STA 04OW LCTAor-
(t R .4EPAR47F PLS WT.)
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COUN7Y OF lPnCANVE- aE?94R7A4%r
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100' # £'LY aF 771EF 1NTERSECMV OF TEACSCAL CG M W RaW AND LEROY
STREET 2' f W'L Y aF - P '10175,• 4.5' f EZ Y OF INE CEWDFLINE OF
A Di+?41l 6F WW,- 7' f N LY CF INE N Y f N'L Y OF ThF EDGE OF A
COVVWTE CItkIW; 7' f N'LY OF THE E7W OF LEROY 57R£ET• 17' f W'LY
OF A 5' h6+W aWV UMY fDVCE CORNER; 7-3' # SE'LY OF P.P j 2GV81; 171'
E -LY OF S.M. SJ16; A aWSS 01.SK STAWED S.316 19.35 RESET 1965.
EZEYA770N = 907.5180
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Underground Service Alert
CmL >ym
CALL:TOLL FREE
1— 80Q
422-4133
OL 7w wo" Dm OURM wu ®"
RECOMMENDED FOR
ROYAL
SEAL
SEAL
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APPROVED BY. DATE:
R_C.E_ NO_ DA.
'� Da �prr t
� "O Luo PA�
5028 La Mart Or. Suite E. Rhwaide, CA 82507
(909) fib: -9615 / FAX (909) 684-48?5
Consultants
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 27947-1
PRECISE G RAD I N G PLAN
LOTS: 1 —9
SHEET No:
2 OF
4 sHTs.
L LOM: 1 �c 2rATF
PREPARED DAIS !/ �
r
R"SED PLOTTINGS LOTS: 1-4
FILE No:
MARK �
WENGINEER
ED BY.
SCALE: 1 " = 2d'
L��rIGf�Nt+lR11�
SEE ABDYF
CouNTY
ED BY: DRAWN BY: CHECKED BY:
°�'
OATE: JANl�ARY 1998
FOR PACIFIC CENTURY HQI�tESw.o.
97142
S IAN G. ESGATE .C. . NO. 21884 9-30-€ 1
912 --DD
N �
4
v-
9
LOr= 4LOT= 2
\ ` J = 6 _ P.E- 59.1 - L T 3 P.E- 50,2 LOT= t
LOT-
= 67_T _ L.£= 6.'�17 7 = JL F. E= 49.3
7
=
LL
/ 77.0 if T.W.
T.W. 111`5 M T.F. TF Ty,
1.73 0. 1 7 53.58' 76.2 74.2 66.6,3' 74.2 59.0 52.11 `?3
$ 18068' 81.6 � 8-G. F.G- �.��G.B. F.G-G. ^ -G.B. v ..�. 69p?6' t� 1 Tw
l 7 l 96 -G. 6.00 75.,3 \. 74.0 � 31 StS,?,g 1.�•
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F o' 73.7 73.5?3 P 67. ¢
t F.L.P 682 9 F, G-G.B. 5 FG. 26
87 8 87.0 F. �� �`: 80 9 U I ❑ F.L.
c- FG-c.e. g�.93 FL 81.20 rw. . r
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9\0OOUNTY OR RIVERSIDE
F � o • / CONSTRUCTIONNOTES DEPARTMENT OF
l9.dy• `
Bt-41LDINN.SAFETY
4
20 0 20 40 60
Scale 1" _ 20' `
Underground Service Alert
QML .EFW,W =
CALL:TOLL FREE
1-800 0 20 98 F.I. REVISED PLOTTINGS LOTS: 10-13, 16, 25,26,28,29
422-41339 21 98 F.I. REVISED PLOTTINGS LOTS: 11, 25, 26, 27, 29, 30
TE BY I MARK"' N
ENGINEER
°ml WMO wi mus mumE Vw m DESIGNED BY: S -i -S. DRAWN BY.- S.F.S. CHECKED BY:
' OL"-3TJPl1CT 3 FT HIGH /=/`-lIWVG WitLL PZ�R t-Ulll 4/TY OF MVER5YalE DEiV£NT
'- Ole 9MUVW AMD .S*E7Y-TA14MW DETAIL. (UAVER .SEPARATE AFAN 6+T)
00AG Vr 3 f HIGH R£TA(MWG WALL PER COWTY OF AMN549E DEPARTMENr Annro)falaf�s•,�,.ahiraoca.m��o�dtop�
a±mRiQ:ar oMld.�F�ifl�unda�rd
OF &AEOPki AMD 54FE7Y STAI404RD aErAa, (UhIVER -SEPARATE PE7di!/T,) �. �. � �. �►
- 6VA6rAWr 4 FT H16W RETAI,ANVG WALL PER COIAVTY OF RMW-7 aE bERAR7WNT .ma.��yy M
f• iiS}�O• aunt VR Jag an be �% MIDI w....,gp.•V•.•
CF- 8MEMW AMD 54FE7Y SMA04RD DIETM. (uWW-7P SEPARATE PEN WT.)
CONSMUCr 5 FT H16H RErN rWAtL PER COM7Y OF AMR -%VE DEPART&fNT 0.6 MUS SOL17HEMY N-OA01 ' TEAIESr.& 0.4010N R0W FR6W ifEhWK ROW.- A07EY � ?
OF BSG AMD SOFTY SUA04P0 AFTAIL. (UACOF SZPAR47£ PE7Wr) IOD' f £2Y OF THE /NTEiPSECAON OF r£Ao3`CAL C4NVYON R04D ANO LEROY
CVA(57RUCT 6 FT HAW RLTA#WVG WALL PER COLWY OF fi"CF-VEF DEPARMENT STREET 2' f W'L Y OF R. P /10175,• 4.5' f £'L Y OF TME CENTERLINE OF
OF 8MLOAW A L4+�4/M6Lr DIrM,• 7' f NLY OF THE NZ Y f N'L Y a- THE EDG'£ OF A
AMD s�IFETY sTAh�4RD lJ1ETA/L. (urr SEPARATE PLvr) t?E11AD7F3 SEwFR a4CKfzow P1?E72IVTER
GbbAfiCRETE CUL VFi4T,• 7 �- NL Y OF THE E7W � LERYJY SJf?E£T,• 17 �- fW'LY
CGIMS•TR&Vr 6 FT H.GY RETMARMG WALL PER COM7Y OF RMWS49E OEPARrhif-hr OF A 5' H16H CA MN LINK FENCE CORMER,• 73' f ll Y OF P.P 1208 171'
OF BUEDAV AA(D SVZ7Y SrAAMW OIETA/L. (UAVO? SEPARATE PLAW) £'LY OF B.M. S316; A BRASS DISK STAMPED 5316 1935 RESET 1965. X" DEPT/ (#V /AVh1:5) TO B£ ADDLO 70
EZEYATTON = 907.5180 NORAM fW7NG DEPhY
��
TE
DED FOR SEAL SEAL APPROVED BY: DA: IN THE UNINCORPORATED TERRITORY OF THE SHEET NO: 4
ti� F�.,� �°"� D�`��'ent COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 3 of all-
5029
�
y (�> -96,5 , FAX f�} 684-4875 TRACT NO. 27947-1 F- Wal CA 92W7 4 sHTs.
NL 210K m R.C.E. NO oA C Itants PRECISE GRADING PLAN FILE N0:
nATE o E* 9-3 -m IV PREPARED BY• DATE: r
-CHECKEDBY SCALE: 1" = 20' xr.• LOTS:10-16 AND 25-30
I DATE�`L`4BIAN G. ESGA R.I.E. NO. 21884 9-30-01 DATE: JANUARY 1998 SEFA90W FOR PACIFIC CENTURY HOMES W.O. 97142
w
GONSTRUCT/ONNOTES
C M+CS714!' r 4 f hZW A TAM W X4V-L PER CWNTY 0E- RfW7P-q%- b199W7AfWNT
aF BNEaW AAD 54fE7r STAMaMV LETAK. (IMER SEPAOME fMWT)
CGWMWr 5 f hRN 141TAN1MW WALL PER CV1 WTY OFA RVI+ W -q%- GOPARTA+ W
OFA BMUW*V AAV .SAfETY STAABGJ4W L Eri�dL` . (MVER M-PAAME PLDVW..)
CVro57NWr 6 FT AJOY RETA#WW KWL PER CMVTY OF- RYA DEPARTMENT
OIC BIf UW# AM7 SAfFTY STAA6W BETAolC (IOMER S,EPARiTF PERWT.)
Underground Service Alert
QML. ym m
CALL -TOLL FREE
1-800
422-4133
cai wro � owns a roe m
17
F :�B
0.6 WES SOUTHERLY ALONG 7EMES'C4L CANYM ROW fRM WIR/CK ROW.,
100' .:& E'L r OF THE 1NTERSECnW Of 1EMES'C4L CANYON MaW %V LERor
STfinM 2' t WILY OF P.P1!0175; 4.5'--t E/LY OFA THE CENTERLINE OF
A Gy441MICE aTCH; 7' f NLY OF THE N'LY f N'LY OF THE EDGE OF A
COACRETE CIt kERT; 7' f NYY OF THE ETW OF LDFOY STREET,. 17' f W1
OF A 5' AVGY CHMN L NK FENCE CORA ER; 73' f SE'LY CF P.P 1208f; f71 '
E'LY OF 8.M. S3f6; A BRASS ,0/SK STAVPED 5316 1935 RESET 1965.
EZEVATTOW = 907.5180
RECOMMENDED SEAL'�
FOR SEAL - BY: DATE' 14;: velo
eaofEsprr�t
Ma 2t� M R.C.E. P!Q DAt ultants
DATE o Fes+. �3n- M PREPARED BY- DATE: //
^HE s, .< ►- �� �- SCALE: 1 " = 20' BIEM�^�iMi4lPff.
CHECKED BY: BR G. GAW CNO. . 21884 9-30-01 I DATE: JANUARY 1998
LAMnAWSQ
5029 La Mart Or- Suite E, Rirarsids, CA 92547
(949) 684-9515 / FAX (909) 664-4875
COUNTY OR RWEg9M.
DEPAMWaff OF
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 27947-1
PRECISE GRADING PLAN
VII+I-11
FOR PACIFIC' CENTURY HOMES
W.O. 97142
912-4)D
0
O�
SHEET NO:
4 OF
4 sHTs.
v'
FILE NO:
912-4)D
OWNER
K. HOVNANAN COMPANIES OF CALIFORNIA. INC.
3991 MAC ARTHER BOULEVARD, SUITE 300
NEWPORT BEACH, CALIFORNIA 92660
SOILS ENGINEER
GEO SOILS, INC.
24890 JEFFERSON AVENUE
MURRIETA, CALIFORNM 92564
PHONE NO. (909) 677-9651
W. 0. 2169 -A.1 -SC DATED: JANUARY 13, 1997
EARTHWORK:
RAW CUT: IZ980 C.Y. RAW FILL: 1ZO20 C.Y.
NOTES: I. THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING HIS OWN QUANTITIES FOR BID PURPOSES.
2. THE EARTHWORK WILL BALANCE ON THIS SITE
P R O J E C T N 0 T E S
1. ALL PROPOSED WALLS SHALL BE CONSTRUCTED
PER SEPARATE PERMIT.
..11- . _...-.....-- - -
5826 MAGNOLA AVENUE
RIVERSIDE, CALIFORNA 92506
TOPOGRAPHY DATED: SEPTEMBER 5, 1995
##
F.L. TO P.L.
IS 2' TYP.
UNLESS SHOWN
OTHERWISE
i
PAD ELEV.=
H. P. + 0.3'
TYPICAL LOT DRAINAGE
NOT TO SCALE
GUTTER
CURB
R/W
F. L. IS TOE OF
SLOPE (TYP.)
#
5' MIN. SIDEYARD SETBACK,
15' PREFERED ON
GARAGE SIDE.
TYPICAL FRONT YARD ROUGH GRADE DETAIL
NOT TO SCALE
L E G E N D
T.C.
= TOP OF CURB
T. B.
= TDP OF EARTH BERM
G.B.
= VERTICAL GRADE BREAK
E. P.
= EDGE OF PAVEMENT
F. L.
= DRAINAGE FLOW LINE
F.S.
= FINISH SURFACE
F.F.
= BUILDING FINISH FLOOR
C.L.
= CENTER LINE
PJ. =
VERT. INTERSECTION POINT
F. G.
= FINISH GROUND
DAYLIGHT UNE
= BLOCK WALL
= RETAINING WALL
-Q-
= WROUGHT IRON FENCE
WOODEN FENCE
- X -
= CHAIN LINK FENCE
SECTION " D - D "
NOT TO SCALE
R/W
U
w
2
R)
V)
V) II
ISI 11
q4' _ !11),+,-- HGL100
�ju
>> OO
Q100=
�l 15 CFS
ONST. 27.7
LF 24"
CP (20000
O
SD LATERAL TO SECTION 32 CHANNEL
SCALE: 1 "=20' HORIZ.
1"=4' VERT.
NOTE: SEE SHT 2 FOR CONST. NOTES
4" CONC.,
CLASS 2,
TYR
SECTION " E - E "
NOT TO SCALE
R/ R
TYPICAL UNDERCUT SECTION
STREET "A", STREET "B",STREET "C"
------ -, " "1-" o- CrDrI-T "cry
NOT TO SCALE
BENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD:
100' +/- E'LY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY
STREET; 2' +/- W'LY OF P.P. /10175; 4.5' +/- ELY OF THE CENTERLINE OF
A DRAINAGE DITCH; 7' +/- N'LY OF THE N'LY
+/- N'LY OF THE ETW OF LEROY STREET; 17' +/- W'LY OFA 5' HIGH CHAIN
LINK FENCE CORNER; 73'+/- SE'LY OF P.P. /20801; 171' ELY OF B.M.
S316; A BRASS DISK STAMPED S316 1935 RESET 1965.
ELEV. = 907.5180
Underground Service Alert PLAMSPwPAIIED6y
Call: TOLL FREE
1-800 Knn
E CIVIL I MAr H EMR S
6820 AIRPORT DRIVE, IV RS , CA 92504
227-2600 TEL, -0241 A( 8-0599
DATE
TWO WORKING DAYS BEFORE YOU DIG LNXW 7W
QR�Essrcb
c NO. 53390
* EXP. 6-30-99 *
\ � CIV1� �\j
B E N C H M A R K
SEE ABOVE
E L E VA TI O N
SEE ABOVE
40 0 40 80 120
Scale 1 " = 100'
INDEX MAP
PROPERTY L/NE
SECTION " B - B "
NOT TO SCALE
1 CHANGED DROP INLET PER FLOOD CONTROL COMMENTS 11/5
2 REVISED PE LOTS 3, 10, 1 1, 16,21,24,29,30 11/13
�AeRK I REVISIONS I APPR. I DATE
DESIGNED BY : BW/JIS DRAWN BY R. H. CHECKED BY : J. W S•
JT 31 - 50' 4'
NATURAL
GROUND
6' SCREEN /
SPLASH WALL
0
RIGHT OF WAY
G E N E R A L N 0 T E S
i. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33,
AS AMENDED BY ORDINANCE NO. 457.
2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
J. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5. NO ALL SHALL BE PLACED ON EXIS77NG GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
6. MAXIMUM CUT AND FILL SLOPE = 2:1.
T STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND AVE TENTH 0.5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR
CUT AND FILL SLOPES OVER 30' 1N VERTICAL HEIGHT.
8. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER
5' HIGH.
9. PROVIDE A BROW DITCH, DESIGNED TO HIANDLE 100 YR. 0 STORM FLOWS, ALONG THE TOP OF CUT
SLOPES.
10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS
THAN 10, 2X IF CUT OR ALL IS GREATER THAN 10'. DRAINAGE SW ALES SHALL BE A MINIMUM OF
0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR ALL SLOPES.
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,
ESPECALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
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 MINIMUM OF 3'.
14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
15, EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA
ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL
HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR
SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN
ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT
SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN
4' MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO
MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE
PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10.
16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION BY JOHN R. BYERLY INC. - REP. No., 4037-a, DATED:
NOV, 19, 1996. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO
THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFIC477ON THAT GRADING HAS BEEN DONE IN CONFORMANCE
WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT.
17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH ALL IS TO BE PLACED, IT MUST BE CLEARED,
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE
APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT
OF FILL MATERIAL.
18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO
SHALL CER77FY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN I'-
20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND
ISSUANCE OF THE BUILDING PERMIT CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION,
AND LOCATION OF CUT/FILL SLOPES.
21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVAT70N (WITH
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA77ON WITH RESPECT TO ADJACENT
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
BE GIVEN.
22, A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN
ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED
GRADING."
23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRITTEN
CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED
PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING'"
24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT
1-800-227-2600.
(;AUNTY OF RIVERSIDE
DEPARTMENT OF
i;UILDING & SAFETY!
j, orwo--Vrll
;,m ;SS xiMrued ke be
*n i
ygpproyll` .? :nrs .'-s�; :`.e•• toes p1 Sny
of iRe ;stx s w t1K: : eta a • ,4y 'Ms. anis
Of � 6 tsiYA� 9d .�api sR ;Ra 16 *01i
FENCE PER LANDSCAPE
ARCHITECT PLAN
7-7
SECTION " A - A "
NOT TO SCALE
COUNTY OF RIVERSIDE
DEPARTMENT OF BUILDING & SAFETY
APPROVED 19
BY:
SEC. 28 , T.4S, R.6W
ONTARIO AVENUE
SITE
CLAY CANYON DRIVE
15
IP
1//CIN17-1v IVAP
N.T.S.
ROUGH GRADING PLAN li
TRACT No. 27947-1
SCHEDULE A
BEING LOT 10 OF TRACT 22335
LOG NO. F970283B
PREPARED FOR: K. HOVNANIAN
HORIZ. SCALE :AS NOTED VERT. SCALE : N/A SHEET OF 2
Fitt names: E: \ CA A � 72 I j GRD 1
1 .,$ 9.36
OFFSITE STORM DRAIN CONSTRUCTION NOTES � -`- - -- .: � �__,r _- �' � i._ _��,' . • ; � _ r -- _ _ _ �:
k
1 CONSTRUCT 36 X 36 CONC. DROP INLET PER RCFC&WCD STD -29
DWG NO. C31 10. 4 V DEPTH 1079.38 T.B. 1075 INV - _
r `\\
0. IRAN �7DN i C r Ci 0�
2 CONSTRUCT 24 R. C. P. (2000 D)
-
0a
0J. CONSTRUCT CON TRUCT JUN TION STRUCTURENO. 6 PER R
FCWCD �
21
STD. DWG. NO. JS231. D=24 L=5.5 C=3.5 EL R=72.69 EL . ,X= 1215 SECTION 32 CHANNEL /S=72.5, A=90, STA o 0
,
' ti ,, / _' _+-_ •" 1 ,:: _ L.--�-.. _ � _c - ; .G,':; '. : r.; r'> . v -
LOT ,AF 31 Sh4LL BE MAINTAINED BY —
HOA AS RECITED IN RECORDED CC&R'S
FOR TRACT NO.27947-1
2
�o
v
0
J
Q ESS/ PCAN,s PI�PARED er.• B E N C H M A R K : CMNGM VOW Nalu °E1 &" cofff x DaAff" 15• "� ROUGH GRADING PLAN
a � Underground Service Alert COUNTY OF RIVERSIDE
1, ,•a �/ ZL ftVSM PE Lars J 10,11, fa21,2I,29,M 1 V13 DEPARTMENT OF BUILDING & SAFETY TRA C T N o • 27947-7
Call: TOLL FREE SEE SHEET 1
NO. 53390 a ENG / N E E R S APPROVED SCHEDULE A
* EXP. 6-30-99 * BEING LOT 10 OF TRACT 22335
1-800 CIVIL ENGINEER/N0•8VRVEr1NQ•PLANNINO
X, CIVIL \� 227-260 6820 AIRP RT DRIVE, RIVE IDE CA 92504 ,anmc REVISIONS APPR. DATE LOG NO. F9702838
9 TEL: (90 41 • 1 ( A7 a8-0599 E L E V A T E O N BY:
�i OF CAS\E� DA �
TWO WORKING DAYS BEFORE YOU DIG PREPARED FOR: K. HOVNANIAN
tNXR "E SEE SHEET 1 DESIGNED BY : BW/JS DRAWN 13Y : R. H. CHECKED BY : J. W. S. HORIZ. SCALE : I" = 40' VERT. SCALE : NIA SHEET 2 OF 2
i
Fle name: E: \C,R�14+ R���7\G'RD2