HomeMy WebLinkAboutLot 1-31 Precise Grading GR DING
PLANS
i
FOH TRACT NO . P3177
GENE
MAL NOTES
R TR 13(;60-2
alrw-lres cm rcx tR.we rsoso�t i . ALL GRADING SHALL CONFORM TO THE UMIIFDFIM BUILDING COOS. CHAPETEEi 70 AS
Joe - - Mf �, AMMENCED BY ORDINANCE 457.
Aw
aw= "A CFS_
.0. "1141"UM tJ ILD111M; VAU ANU INIA1NAtiL UWAt_L M1ut'L tAtM.L 11t 1% rt- gait Ufi rT1 t_
IS LESS THAN 10 FEET. 22 IF CUT OR FILL IS GREATER THAN 10 FEET.
= 1 PIR TR iS1 m-t DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 FEET DEEP AND BE CONSTRUCTEO
• i Oioo= 593 CFS. ► lot If. do A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES.
1 Goa 111 CFL PEW YR. No:_130"_t 3. MAXIMUM CUT AND FILL SLOPES ! 2: 1 .
Qiwz 15.6 C.F.S. Oioo-,22 CFS.
-
Ole=t.5C_rS. D • 4. PROVIDE 5 FEET WIDE BY i FEET HIGH BERM OR EQUIVALENT ALONG THE TDP
IOmm 512 CTS IIID►►=11 LI'z Ill dal 0= ALL FILL_ '_'LOPES OVER 5 FEET HIGH.
J S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETM SOILS
-M ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO
x;111 1 I SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i FOOT DEEP.
_ ----------- ---------- __
IN
!V m
( jA w 6. A REGISTERED CIVIL ENGONEER SHALL SUBMIT TO THE BUILDING AND SAFETY
I ! - DEPARTMENT ORITTEN CERTIFICATION OF COMPETION OF ROUGH GRADING IN
IR
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUnDING
-111f�
till (111 PERMIT . CERTIFICATION SHALL BE TO LINE• GRADE. ELEVATION AND LOCATION OF
CUT-FILL SLOPES.
_ ( ROUGH GRADING SEC��ON s. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENOAfiIONs of THE
t" F E wRLL vrrN PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES
WROUGHT IRO-; FENCE SCALE( MONIZ.r Ila 10' DATED MAY 30. 1985. TWO (2) SETS OF THE FINAL COMPACTION REPORT SHALL. BE
h HENT. 1 10• 3' SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHAL'- INCLUDE
til . R FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
'' MI Pi. i2DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINkRY SOILS
� - REPORT .
m ACCESS 1 I I
s� .11r� ROAD SE'E tltEtt `A
S. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT,
.._ B=Z% MSR. r4080 LEMON STREET, RIVERSIDE, 787-6146. AT LEAST 24 HOURS 1N ADVANCE
141 FIIEE'BOAAO OF REQUESTING FINISH LOT G„AUt AND DRAINAGE INSPECTION. THIS INSPECTION MUST
~ 1 t = i 111 1= loo YR. WATER Suwfnm BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LCT .
I ITU
o 15
EAST' \ a S1� 1 10.T.S. g. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUt;TION OF PERMA IT
m ,,•1u \tiil =' •••�� � DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
c cr;� cV 1 \ IFf 4' 9 "109 IC •••-_,�_ PREVENT PONDING MATER AND DAMAGE TO ADJACENT PROPERTIES.
II .» 01 0A` � t 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THiE GRCUND HA3 BEEN
� H " �' � lye sro La a szl,
W - I s► �+ ItAn�elow CLEARED OF WEEDS. DEBRIS. TOPSOIL. ,
_ EWetA _II - CANS . AND OTHER DELETERIOUS MATERIAL .
.
i•i cn C a o Z M1t ttr FIS-MF+ t*AtRWL T1 W '�o 11 . IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO 9E PLACED, IT MIDST
too t7su�-'O' BOLF BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL CUPPORT.
4 « eV m 4 I AeFc �p 1J° a' 3�' at4P>yt•tl�• PREPARATTON SHALL BE APPROVED BY A REGISTERED SCILS ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL.
W 4T STREET "A" t-�4 Ub�1f1►ivt7uri
i2. CUT SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL.N b� M I'_
(PR;VATE) 1.�' � 1 AL HEIGHT AND FILL
C cr 1!f! +rt SLOPES EQUAL TO OR GREATER THAN 3 FEET IN VERTICAL HEIGHT SHALL BE PLANTFG
_ - WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY -
I N Ib Tit-
I�fI *Df �I: % :.
IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
►' CU I p d!E!'11�ttflDtu _IORlf �� -� � GII-'
rn `a0 ( I �. z III- 1 �;�\� Z' � OTA00 FDOI to `J � 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. .
� N - 111( �•• •' I!!/// , _ t
-. Ill 1111���
c �L ,.�. 11=_-- leg �'� 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST -oNTINuF rC
Y ( Z 4-&-p I - _ +► FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURET AND
W TEMPORARY DRAINAGE PROVISIONS MIST BF_ USED TC PROTECT ADJOINING PROPERTIES
N ` DURING GRADING OPERATIONS .
EXTENDED FOOTING SECTION
� 43 �� i3- STABILITY C ILCULATIONS WITH A FACTOR OF AT LEAST OW. AM AFIVE TENTH 71 .5)
W DETQI°L �A" SCALE: 10• 2' VICINITY MAP SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY
c=i N 1D• N.T.S. .00 DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
It 1 16. A REGISTERED CIVIL ENGINEER OR LftENSED LAND SURVEYOR SHALL SUBMIT
r s F TI N -A CERTIFICATION OF BUILDING PAD ELEVATION. WHFrE SPECIFIC ELEVATIONS AAE
N REQUIRED. THE ELEVATION (WITH REPECT TO MEAN SEA LEVEL) SHALL BE C-1VEN.
N T.S IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS R`WIRED. THE
tC
ACTUAL DISTr,NCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
N 17. THE DESIGN ENGINEER SHALL PROVIDE A MTf1IMUM Or ONE BLUE TOP PEP FINISHED
r
Vt. DAD. PRIOR TO ROUGH GRADE APPROVAL.
N . -� A
fes►
CO
..., ►i- •r
. ► t 1.
N T IRON FCNCE � r.
s f
O
cy) s HTR.
N ` Ta ;�' ENGINEER'SENGTNEER * S NOTE
O _ C.C. IIN.
CONTRACTOR AGPFFS THAT HE SHALL ASSiW SOLE �CGMPLETE
M 6" �� �IIIII - •,x FOR JOB SITE CONUITIONS DURING THE COURSE OF CONSTRUCTION OF• THIS PROJECT.
12•• ! MIN-
INC*UOING -SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREM'-r- SHAH_
p APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKT!.G HOURS; AN1 THAI
- l WALL SECTION tl v- Brl THE CONTRACTOR SHALL DEFEND. INDEMIFY AND HOLO T;IE CWNER AND HE ENGINEER
cc
HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED. IN C0�',IECTION WITH
SCALE III= Z ; $ PEPFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIAB�I_IiY ARISING
"arm*A tw OR z FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
o
i i USE CAPSTONE
LEGEND •• CANT.
•IRR. Come. OLWW
12.3 ►Uro PAD ELEVATION R s • f-cr O.C. s o
M ALT. BARS CAN [ � t ��•� ..*r•►p+►
CUT AT MID HEIGHT)
12.2 FINISH FLOOR ELEVATION
EARTHWORK ESTIMME
F- r ONSITE 6 RAINBOW CANYON ROAD
W EMAINAGE SHALE 1. CUT 11,879 C.Y. ` . � -• �
k I Im�w 0! f 4.,
HTGH POINT IN SHALE _ :. r A. FILL 182 t3 L.Y. W,T:
-to cow w ' Alwnl"an om oilw Bet!ft"pordre Its h.
IO.ss FINISH GRADE ELEVATION
s PPECHaNGA CREEK lift
,.�
/ T l 'e e '
SLOPE BANK
ALL CELLS CONTAINING ST!'L11: 9"Wt i!R QHLfC",��_�. 1. CUT 1 68 C.Y. s..M�..:..a:t.,yt0:+t11.jsI1Mllitt7r11�'Ictloll.
CONCRETE BLOCK WALL trlLLca•sotto WIT►, I:Rt7UT. .�� Rcl M r 1k � 1� ���, .�
C.: 2. FILL T 81 T C-Y. /
♦ ('EEL SMALL LLP A MNfMbM OF 2-0 .
'f C �,. . . ., f�L7/�fAC' ,1'�'
T.w. TOP OF WALL it 1 :i ;. ►'•' � -
INDEX MAP WALL SECTION C-CI f!`� ���- � � s =♦ TYPICAL LOT DRAINAGE
. T.C. TOP OF CURB 1• i >,11. rr�,_C�t -
SCALE 1 = 00 SCALE I = 4 1. SCALE: Ile 20'
o bd Ix. "d 3w ow
L. FLOWLINE
2' Mit3W CONCRM BLOCK NStLL Mi 4'IIIIIIIIIE
�� �i,.1�' : •, A11G : i 198
ROU6HT IRON ON TOP
GRAPHIC SCALE M► REVISIONS: APPROVED BY: 7_1 WE80, HAWKINS 1S ASSOCIATES
tss.ri EXISTING SPOT ELEVATI - 7CI� ` _ , 1a't P FVW - IIlVU�VE�IOn9 PRECISE GRADING PLAN
REGISTERED CIVIL ENGINEER NO. t�1�11:I CAWCOP' MPkMd • BLit**t7M
DATE: �� EXPIRES 9/ 30/ 91 FI P•Cho C:9wor*s.CmWcw-rm W238, . 17111 676-&*43 TRACT NO. 23177 ----
•• -
APPROVED BY: SCALE.- AS SI-OWN BENCH MARK: RCBN, 600-5-81 OF 3 SHEETS
3V2" B*ass Wst: 1« SOUTHWEST Tl T L E SHEET
CORNER OF CONCRETE BRIDGE OVER
RIVERSIDE COUNTY CALIF. TEMECULA RIVER, SOUTH SIDE OF PALA FILE NO.
1 FOR ROAD COMMIhIONER RO., TOP OF GUARDRAIL. ELEV.s 1011.S7
DATE: DATE W.O. FOR: F.B. e6-Elle
it
11
DATA
DELTA/BEARING RADIUS LEN./DIST. TANGENT-
15 .23
ad dw
I - - a � 1 100 .00 13.60 6.81
r r =me_w7777nmpp=mmw - 12) 100 .00 6.80 3. 40
MANIC, 6CAL-P, 100 .00 8.02 4.01
328 .00 33.96 16.99
272 . 00 42.60 21 .34 -
300 .00 95.56 48. 19
11 .00
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A SAFET*
N, .n APPROV D
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REVISIONS: APPROVED BY: WEBB, HAWKINS ASSOCIATES
1" PREC15E GRADING PLAN-
nwasTma CIVIL
DATE: rP.A010- REGISTRATIO" EXIOMIES 9- 91 Pftrvav4o
fAAaf 00. I-sill
SCALE: W BENCH MARK: AIAA61M CaJrj aF 3 IlHem
APPROVED BY:
ft*Vg HAAA 0000-f7-&- 5 It" 8AMP&
pISK W bovwe"In' COAQEA OF FILE NO.
ItryMIDE COUN" CALIF. cD%JsAm gwla*F- V" PaA.A
1E
0,
FM WAD MMMIhib"m fik". 5" 61OF FALA NO-AL-r W.O.' -'FFOR: F.B.
DATE of 04 90 mwt� M t I
DATE: loll-;:l
-400WN0►dOWNWWWWOMMO� mmmw� — mmRv1 — Mr mow" Now- 440mbRow –,Ipmmmm,. '"Nmm�
r i
N� 6rrf9�. WI 6M61LL r- _
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4- 14 116 At
\
GSA ►6 xo•1.•r� � _ - _ �� y�y _
• � ATA
1 / _ DELTA/BEARING RADIUS LEN./DIST- TANGENT
,,/ �` Id " 87 .78
WAfL AT OPJhL% loft to VM \ �
�� � 61 .00
RAINdt)W �'AulYOq RoAG , ,'A % do.�` i♦'ate � 328.00 16.35 8. 18
.. 1 \ + ' l �► � � '��.' \ /Ji i% 0 100 .00 8.00 4.00
' � ?, /i/ I E 100 .00 13. 29 6 .65
48.00 5.59 2.80
11 .52
- - - - - - w _ .• / �: v / � J�/ 48.00 5. 79
j� �s� i�� �/ �� ' 1843. 00 19. 40 9. 70
- _•_ _ _ _ _ ` _ _ - _ _ _ , - _ _ _ _` '; _ _ _ - +>� 'j � i � 1 I 48.00 14. 42 7.26
>ri � / - �.. If ' 1 100 .00 11 .93 5.97
• - -�a _ _ 11 1 I+ N 81' 00' 13•M 13.00
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1 401 'A APPROVED
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•_ REVISIONS: APPROVED BY: / WEBB, HAWKINS 8 ASSOCIATES PRECIS
•�, E GRADING PLAN
oV<E1.r.^EEFB - LAND a-ow"ev s
REGISTERED CIVIL ENGINEER NO. 1VV
D^�: '��-•� REGISTRATION EXPIRES 9-+hD-91 fAACf
1• 4 N
APPROVED BY: SCALE: I"s w BENCH MARK: FIMEA61GIi<• wuof'{
OF 3 SHEErs
06*1 PI W-5-e1. .51 It" OAA%
i7m ILI�Olr(UuJEb'f' CD'FWIJ A of
PtIV lf�E COUNTY CALIF. Gp►kpy m 601101'& DVF,DS jk*%Z .A F I LE NO.
FOR WAD cc/I tfstoNER ?%%/M- �Ot�ll 6IM- OF ALA MO.1aP
DINE: D/1TE ,�, .�, If �,h � _ , W.O. FOR; F E,