HomeMy WebLinkAboutTract Map 20703-2 Lot 1-103 Precise Grading GENERA L NOTES
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1. ALL r.7RADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
T. C. --_ .__. .�.�www�. . �.�.�..�_.��.�.,�_ 7OP off' CURB AS AME'NDE'D BY ORDINANCE 457,
F. L . -FL Dl+l LINETRACT NO •
_w��.___________w_�__��w_- 2. MINIMUM BUILDING PAD AND DRAINAGE' SWALE SLOPE SHALL BE JX IF CUr
F. S. FINISH GRADE OR FIL L rS L ESS THAN 10 ', 2X IF CUT OR FILL IS GREA TER THAN"10 '.
F.
�. .r.rwwrww..r�w�.w�...+..++rrw.rrw�r.rwwww�rwwww�-rNrsH GROUND -
// ORA INA GE SIIA L ES SHA L L BE A MINIMUM OF 0. 3 DEEP AND BE CONS rRUC TED
20703 2
E.P. EDGE oF� PA VEMENr
._�..��w.��._w.�.��.�.�.�.�..��..�..��_.� RANCHO �, A MrNrMUM OF 2 ' FROM rH�E' roP ole'' cur OR FrL L SL oPE'S.
-r- �-�-m--�----_-�-�--�---TRACT BOUNDARY
3. m.. rRUM cur AND FILL SLOPES - 2:1.
1270 �--------------�--�----EXrsrrNG coNroUfrs
IFORNIA
RIVER,51DFCOUNTY4. PROVIDE .5 WIDE BY 1 HIGH BERM OR EQUI VA L ENT ALONG AHE rOP OF A L L
.1270 --�--�-�-�-�---�-�---FINISHED CONTOURS FILL SLOPES OVER 5 ' HrGH.
5. ALL GRADING SHALL BE DONE UNDER AHE' SUPERVISION OF A COMPETENT
PAD= /2. 4 --------------�-----o"~-------ePAD EL EVA TION FOIL S E'NGINE'ER 1&0 SHAL L CERTIFY THAT AL L FIL L HAS BEEN PROPERL Y
PL A CED AND wHo SHA L L SUBMIT A F',INA L COMPA C TION REPORT FOR A L L FI L L S
-------- .w------ .----2:.1 SL OPE UNLESS 0THERIVISE NOTED -
OVE'R 1 DE'E'P.
6. A r�EGIS AERED CIV-11 ENGINEER SHALL SUBMIT rO THE BUIL DING AND SAFETY
LINE DEPAR AMENA WRITTEN CER rIFICA rroN OF COMPLETION OF ROUGH GRADING IN
�-DE'rAIL NUI�IBE'R
ACCORDANCE IV r rH THE APPROVED GRADING PLAN PRIOR TO THE ISSUANCE OF
THE' BUILDING PERMI r. CERArFICA rION SHAL L BE ro L Mfi-, GRADE EL EVA-�
«•..r�rrrwwrw,wrwr+www.r�r-...r«...�.rswsHEEr No. SHD�r/N
RpA TION AND L OCA TroN OF CUriFrL L SL OFFS.
__«&..0 .�.��.�_BROW DI TMH TER 7. cur SL oPEs EQUA L rO OR GREATER IRAN 5 ' IN VERTICAL HEIGHT AND F"I L L
SAND GS Wl 6L APES EQUAL TO OR G/76 TER THAN 3 IN VERTICAL HeiGHT SHAL L BE
y 9) Fel.ANrE'D wI AH MASS OR GROUND COVER TO PRQTfICT THE SLOPE FROM
Hwy -
E"f�4S'raN M INSTABILITY IN ACCORDANCE wI rH ORDINANCE' 457 PRIOR rQ
" 3 R8 •-_.._......__.�..__..�.�..__..t vIL DING PLAIT/ TYPE a EL EVA rION rH[-4' APPROVAL of FINAL IN6PECrrON.
-� 8. IME CONARA CTOR SHALL NOrIFY THE' BUILDING AND SAFETY DEPARTMENT,
WALL 2140.5 Y/VEZ ROAD, RANCHO CAL IF"ORNrA TELEPHONE• (714) 676-7730,0 A r
1 r AND DRA NA GE'
L EAsr 24 HOURS IN ADVANCE REQUEsrIn�G SIN L o GRADE I CONCRETE sWALE 1 r IO o-�---�------------- NSPE'Cr N. THIS INSPECT N MUST BE" �� Pro VE'D PRIOR rO BUILDING
PE'fxt r FimL INSPECrroN OCH EACH LOT,.
9, NO FILL SHALL BE PLACED ON EXISrrNG GROUND UNTIL THE GROUND HAS
D BEEN CL E'ARE'D OF IVEEDS, DEBRIS, TOPSOIL AND O MER DEL EUTERIOUS
- -- - ----- MA TF.RIAL S.
10, A FINA L COMPA C TION REPOR T wIL L BE REQUIRED FOR A L L FI L L S GREA TER
4 3 2 THAN i Foo r.
CAI .[FORNIA
5 l J w ALL GRADrNG SHALL BE DONE IN CONFORMANCE wI AH AHE PRELIMINARY SOILS
oneNV r r N Y GEC)C N INCORPORATED DA TED 987
r ES TGA Io BDEC..�. �.« �.� . .
TWO •Er F FINAL COMPAC WCAW#f*, YiAII Ye SUBMrTIED >�o A�rE B�aG.
b 6' STARL/NG STREET � S 0 r
_-_ _ _ _ _ _ _ AND SAFETY DEPAR AMENT WHICH SHALL INC4 UDE F OUNDA rroN DESIGN RECON--
MEJ VA rrONS AND CER TIFICA TION THA r GRADING HAS BEEN DONE rN CoNFOR--
MANCE A/1M rHE RECOMMENDA rr0N5 OF THE PREL IMrNARY SOILS f1E'PORT.
12. IF S rEE'P SL O TNG TERRA IN OCCURS UPON YHYCH FrL L IS rO BE PL A CED, IT
P
.�,! t• 6 7 8 9 1 NUrSr BE CLE'ARE'D, KE'YE'D AND BENCHED fNrO FIRM NATURAL SOILS FOR FULL
SUPPORT. PREPARA rION ShHAL L BE APPOO ED BY A REGIS ERE'D SOI S.,
ENGINEER PRIOR TO PL A CEMENT OF FrL L MA T CRIA L
13, DURING ROUGH GRADING OPERA TIONS AND PRIOR rO coNs rRuc rroN of PERMA w
NENI' DRAINAGE" STRUCTURES TEMPORARY DRAINAGE" CONTROL SHOULD BE' PROV-�
A 4 13 �2 �� 10ED M PREVENT PONDING WA7607 AND DAMAGE ro ADJAce�Nr PRoPERrrEs.
h ; 14. DUST SHALL BE CONAROL L ED BY AlA TERING OR OTHER APPROVED MEAHOIDS.
15, ALL EXISTING DRAINAGE COURSES ON THE" PROJE'Cr sire MUS r CQNuNUE ro
{ ; FURCrraN, ESPECIAL L Y DURING STORM CONDI TIONS. PROTECTI VE MEASURES04SoN
15 - L f AND rE"MPoRAR Y DRA INA GE' PRo Vrs roNs MUu r Be USED ro PRo rec r ADJOIN--
C�RC N PR RT ES DUR NG GRADING OPERA TIONS.
,,.� r � OPE I I
CONCRE SWALE DETA-IL16. STABILITY CAL COLA r.IONS WI AH A FA CrOR OF AT LEAST ONE AND Fl�r.
20 rcwns (.1.5) SHALL Be ,SUBMx r rw BY A SOILS E'NGINE'E'R rO ,Th F BUI L DING
Nor ro SCALE 16 19 AND SAFETY DEPART'ME'NT FOR CUT AND FILL SLOPES OVER 30 IN VERrI CAL
16 HE•I GHT.
17 ,
.17. A RE'Gr5 AERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
.------ - �! CEAr.1"F"ICA TION OF BUILDING PAD EL E'VA TION. YHERE SPE'CIF'IC EL E'VA TIONS
25 22 ARE REQUIRED THE' 64 EVA rroN (wi rH RE'SPE'Cr ro ME'"AN SEAL LEVEL) SHALL
` v �- Gr NEN. IFS AN EL EVA rroN wI TH REsPECr rO ADJA CENT GROUND SURFACE
�s , Roy
24 T--- IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE' ADJACENT GROUND SHALL BE
c 23 R I PA 103
59
87
9�_ 1^0 .SB �-,-
to � 102
.�+ 86
/
. 28 � .57 SU �
61 13 �r 88 1 Ul �
56 62 72
� 29 85
1 55 ,� ,y y ® �►
48 74. t 100 1
30 4 63 �, c�
?'1 84
54 -- ,a►
1 11I po 75 90 � 99 ,. - --
JJ 00
,5u31 6 4 �t *370
76 9
32 o 690
.52 ,51 46 65 8E A�
r !V
�PRUr FR r INE O 92
t� � 63 77 97 �+
33 -�� A5 �
MIMUL US WAY 81
E 3 A CK . F B A �K -� 67 PROJEC r
�., s T F. r c, ,w 93
P._R F _AIV PER f _AN q 78
36 37 38 39 40 4 42 4,3 44 4,5 80 9,5 96 s1rE
i 3s 66 79 94 RNIA R0-
RUIJC�H URAL E' __ FX TRA DEF TH .� I FQ
-_ � . w �UIrfTY� CA
-�
OF FUCK Ti'NG c'F_ 'o 41 E�: _ _.. .. ---�-
_ 08VATMEW OF
N4
PAC .�! V �
a
PAC Et.E V.
0 � V �
• 2p, ..� ....f, .O MAC N rr l TWIN" / S TOR/ D�r�
2''/ o
IN
Iv
1�0�pr�owl a1 the
o ,jf j *ns*4 post br to bar
"E'EXCESS ... •Own*bre or an appy+ m of, Tw TY AMP
. REMO .� ._XCESS MA T ERIA L SCALE•
/if 1501 �, •�a► •row
• of iho, or
F,NISHED GRA DE v� DURING FINISHED GRADING �
`--
on** will
NO SCALE
� 84
6 4fet7
,3 Ga D.5 _/INDICA T"E"S FOU 1"ING .
AfArO BE DEE'PENDEDY 2
7 1
- INDICATES EXTRA DEPTHOUArlf§ � gifI CtliL44RK DESCRIPI IONCOOTSrRucri�N NorEs ,SND N ri llr4qof FovTING REQ��iR D F�T H lJA rl TIES "_w w me_.....rr"�.r*�r_me we"0 60 w a w wmo Now a..am.r.... .....�_. .... . .. .. . . . .. . . .. . .
� ' � �� r r w rr w r r w.rr awrl I"Orr r.r w a*w wo ar me w 00 awr aw r aryl wr aw mr awl me w r rrr r a w No w.wr air rrrr ■IAart . aw wr..+-w. rrrr wlr aar.r rr«wM rrAr rrwaarrwr.. ., arrwr arwr arwwr
«r rrir w.rr�►r w wrrr.Tri wr w r Jnr r rr.rr w r r r«�rr w rrr Orr.r Orr rr...r war w
y
INDICA TEs !ENG TH OF Ex TRA +�►r...r r r r r,r Jnr w_..w r rr...r w r Orr r rrr air�r w wr►r Jnr aw w .
CONSTRUCT CONCRETE SWALE• PER DETAIL THIS SHEET .30 L.F ELEVATION: 1091, 074 DATE: 9--13- 82 M
EXCA VA TION _ /020 C.Y V E Cali rY NA r N: T--46--8 rAMPED ON 2 4 .112 BRASS DISK IN
DEP rN FO O riNG DEQ.�IRE� Cans TRUc r EXTRA DEPTH FO o rING PER DE TA lL rHi s sHEE T /�'$2 .�.E Rr ERSrD N DEsrG ro � s
.S UC r��E TA IN/NG WALL PER RIVERSIDE COrUN T Y Sf�EGII�ICA TION' 112 L,F CONCRE rE 9RI066 wA L L . FROM THE INAERSEC rroN OF RANCHO c"A L rFfIRNIA ROAD
EMBANKMENT 1020 C.Y C ONS TR
-- - FRONT srffEF;-, 1. 7 MILES NoRrHWEsr ON FRONT srREEr1JEF�-ERsvN A VENUE TO
T YPICAL EX DEP TH FO 0 TING DE TA IL ® INSTALL /2' x 12 BAS/N B GRATE (NDS 1226' OR ECRU/VAL ENT ) 2 EA. THE INTEf�SE'CrION OF J'EFF'ERSON AVE. AND WINCHESTER RD. (Hl6HWA Y 79), 2. 0
�• MILE'S NofI meA�S r ON WINCHE'STE'R ROAD (HIGHWAY 79) ro A RRrUGE OVER rhF,
iNsrAL L P V C. DRA/N PIPE W1 F/ r r11v 92 L.F
NUT rU SCALE � �p AUCUL OAA CREEK AND SANTA GERrRUDIS CREEK FORK. IN THE Sou,HEAST WINGWAL L,
oj N
6Fr. SOUTHE48r OF rHE CORNER of THE BRIDGE ABUrMENr, 3 Fr. EAsr of srea
� V
GUARD RAIL., 19F r. NORTH of TELEPHONE SERVICE BOX.
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. MAY 2 6 1988
• ; DA I APPROV• APPRO VED if •• •r
• 50116 ENG.rNEERDwR�INCh�O PA�'IFr�' ENGIN�•�'f�ING CORP.
o NES.
9
99V, FLAN �1v 52
- � 27780 Front Street, Suite No. 9
R�'GIST C GEN N 0. 26457 remecul a California 92390 �.
DA VlosoN coMMLrNI rlEs INC. GEO CON INC. R�vrs�''aar•�. ,fir ' aiv ars 9 ��a ; COUNTYOFR1
4 _ OF
HIGH BLUFF DRIVE 9530 DOWDY LANE DA 7E.' rel. X 714J 6T8 402
12520 SUI TE 300 SAN DIEGO, CALIFORNIA SCALE: BENCH MARK.'
CAL IFORP11A 92126 MEErS
iGRA DIN6 PL AN
SAN DIEGO, C .
92130
T--46-81 ELEV. =1091. 074
HIvE�SZoe courvrr,cAc IF. 1 �" FILE No.
• r DA TE.•
FOR MAD COMMISSIONER DATE DEC, 1987 SEE DESOUPI TION SHEE r 1 W4� 101 FOR." IDA V I U S U N COM/Y1.
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REVIEWED By,
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llWMal of theme pIAMW Ak$i bs bel
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s permit fere or an apprwal Of,ft VWW6n O1
` of the provioms of dw starts or qtyNW&
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3.31-93 At
civ MAY 26 1986
T APPflOVED �1
19ENO LOf�2 2IIib 55 .
RANCHO PACIFIC ENGINFERING Cope.
27780 Front Street, Sul t No.9 TRACT NO. 20703,,Pg
RESIs wep Cl v ENGIN 264.x"7 Teme cul a, California 92390 COUNTY OF R1
DA TE.' �",,�,p, �"r3„�OEM 26457
Tel. (7i 4) 676-4024 - OF
SCA L E.' BENCH MARK PREC.It5E igRADING PLAN
SHEETS
RIVERSIDE CouNrY,CALIF. AS SHOWN
T�-4G-8 ELEV. = /d9/ 0 Tf
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DA TE•• FoR ROAD COMMISSIONER DATE.,DEC. 1367 SEE DE$CRIPI TroN 3 Hif T 1 W. 0. 101 FOR DA V/4.50 N C 0 M M. F.B.
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