HomeMy WebLinkAboutRough Grading & Erosion ControlCHARDONNA Y
HIILS
GRADING NOTES.
I. ALL GRADING "L.L. CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33, AS AMMENDED BY ORDINANCE 457. UGH GRADING PLA NS
RO,
2. MINIMUM BUILD/NG PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL l4 LESS TNAl1/ 10'p 2X
IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED
A MILIUM OF 2' FROM THE TOP OF CUT OR FILL SLOPESFOR TRACT
J. "W/MUM CUT AND FILL SLOPES = 2:1. NO. 23100
\
4. PROVIDE 5' WIDE BY I' HIGH BERM BY EQUIVALENT ALONG THE TOP OF ALL FILL SLPOES OVER 5' HIGH.
5. ALL GRADING SKULL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL STATE THAT THE (INTEKIM 61�AP)N(79 E ROSI ONCOMTRO,4ow• � 0,FILL AS TESTED HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL5pp` \
0VER I' HIGH. FOR OFFSITE SE X�El;/ per'
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION Odom= now
OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PUN PRIOR TO ISSUANCE OF THE 00
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES 1
7 PROVIDE A BROW DITCH, DESIGNED TO hWNDLE 100yr Q STORM FLOWS, ALONG TOP CUT OF SLOPE.1 _ ` i
G �►LP GRADED PER C -3
d. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN, ONE FOOT. S? le 1 OPEN SP
9. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SO/LS /NVESTYGATION �P �, � r� c� ACE �`Tp
BY LEIGHTON A' ASSOCIATES, DATED iIA-X ;Wi 1909 TWO (2) SETS OF FINAL COMPACTION REPORT SHALL �\ zI 18 2.. 1C 7At
BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS y3v�' Zz- 4 13
• . AND STATEMENT INDICATING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY �' s ER / � Z 5 44 1 S I,E i 1
SOILS REPORT. - ---
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10. THE CONTRACTOR SHALL NOTIFY THE CITY DEPT d,&Pfl&X AVAokS ('ao°!) 674- 6411 AT LEAST 24 HOURS /N ADVANCE /L.IfAlT s of I C
'• REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEChON MUST BE APPROVED PRIOR TO BUILDING Ap I N 1 NNp►Y 7
PERMIT FINAL. INSPECTION FOR EACH LOT.o� L'1 tom'" 3 L''S LZ Z .
11. ,DURING ROUGH GRADING AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE V - 51
zc
CONTROL SHOULD BE PROVIDED TO PREVENT PONDING OF WATER AND DAMAGE TO ADJACENT PROPERTIES. I � t� �
S J Rp11►�132 .•�4 9 1� „ � � �
12. NO FILL SKULL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, � �, _ 'i¢ � L� zs �' lam- 1�
AND OTHER DELETERIOUS UATE7R/AL. Q"y sp�►C \ 7 V !Z ,
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND Q�p'� s Of, 25 ' Z"
BENCHED INTO nRM NATURAL SOIL FOR , FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS 4
ENGINEER PRIOR TO PLACEMENT OF FILL ASI TERUIL. \ `' G� l¢ 17 .�
1lNp EN \ 1� 15
14 CUT SLOPES EQUAL TO OR GREATER THAN 5 WR77CAL HEIGHT AND FILL SLOPES EQUAL TO OR OREATER THAN 3 /N \ V� U � GN 14- 13 1 Z. GRADED PER TRACT
VLERTICAL HEIGHT SMALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND i� / Z 4 23100--3
INSTABILITY /N ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. \ 19 II 9 � Ch'E`,yj�
15. DUST SHALL BE CONTROLLED BY WATER/NG OR OTHER APPROVED METHODS 000� 11 � *tRcAU
16. ALL EXIST 1NG DRAINAGE COURSES ON THE PROJECT SI TEST 4�NT INUE TO FUNCTION, ESPECIALLY DURING 21 1 �G +r
opp
STORM CONDITIONS. PROTECTIVE MEASURES AND TE'WPORAIY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �^
If
ADJOAVING PROPERTIES DURING GRADING OPERATIONS.
17. STABILITY CALCULATIONS WTH A FACTOR OF AT LEAST ONE AAlp FIVE TENTHS (1.5) SKULL BE SU8M/1TED BY A
0000SOILS ENGINEER TO THE DEPT. OF PUSL1C WORKS FOR CUT AND FILL SLOPES OVER 30' IN VE'RTYCAL
HEIGHT. I
I& A REG/STE`141ED CAS ENrGINE'E`R OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTYFYCATION OF BUILDING PAD
ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) \ �o ~r
SKULL BE GIVEN. IF AN ELEVA WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 'Q
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PUNTED WITH ROSEA ICE PUNTS AT 12" ON CENTERS / � '¢
OR OTHER APPROVED GROUND COVERS. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND \ ,/
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE3
PLANTED ON CENTERS: TIRES, 20' ON CENTERS; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 FEET I
IN VERTICAL HEIGHT SHALL HAVE PER"4NENT IRRIGATION SYSTEMS WITH BACKFLOW PREVEN77ON DEVICES PER
U.P.C., CHAPTER 1O. R.
20. FINISH GRADE SKULL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NO LESS THAN 1/2 INCH PER FOOT FOR 1
A MINIMUM OF 3 FEET. 9
21. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERM/TPED."
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELIN/ATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION/GRADING.
23. APP"VAL OF )rMLME PLANS BY 77VE CITY OR /rS AGEAMS ,DOES MorAELIZVE 7NE APPLICANT AMP #IS EAI6/NEER ro
.a►
FROM TME RE51w0A1SAd14L/TY Rost THE COAAECT/ONS OF ERRORS OR O"ISSIaMS OlSCOVE-IEb p&AIva
CONSTRUCT/ON. &Rom RmucS7, THE APi lToAjRIAME' PLAN REV/SICvVS SA/AGL 8E /R'ROM/"'TLY SU6HIT74FD
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----,FLOW LINE
CONCRETE SA'ALL BE CLASS "B" AS SHOWN ON
OR GUNNITE PLAN
DOWN DRAIN
1
&
INTERCEPTOR DRAIN
.r
8' BLOCK - 4 COURSES HIGH
M
4 BAR O 36" 0. C.
a s`OpF
v3 BAR CONT
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CONCRETE SHALL -BE CLASS 'A"
SPLASH WALL'
3 -
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ESTIMATED - QUANTI TIES FOR DRAINAGE FACILITIES
a
DESCR/P776N
nw
1"r
WrAL
LF
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DOWN DRAIN & INTERCEPTOR DRA/Nf PSP pm sNr1
LF
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2
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/ 3,5
Q
SPLASH WALL PER DETAIL SHEET
L_ f
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INTERSECTION OF FRONT ST. AND RANCHO CALIFORNM ROAD, t,d
•.
MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTEIRSEC77ON OF
4
42" 4cx4n
LF
40
X 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1) 94'
5AIADBr9S
EA
300
WITNESS POST SET 1' W. OF MONUMENT.
j'U T jF MAT'-rl NG µ
S�`
!1 500
TO TNF C/TY EN6I/1EEI9 FOR REVIEW AN,b AP/DAoVA[- ,
NOTE: SEE MEET * RoR EROsIo" CoNTRoL /VOTES
NOTICE TO CONTRACTOR: 11 7' 1.53- Ada,
SAFETY RESPONSIBILITY • CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB f "` �f , P6Awm `
SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND I It'
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND I r7 .a %\ � %l..ww \�n\ &AA7'N&Av SWA►LE(ryP)
THAT THE CONTRACTOR SKULL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE COUNTY OF RIVERSIDE AND THE ENGINEER NVArIVE MATER/A►L \ 2
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CbA4A4CTEv To 71 Cl
b
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY OF RIVERSIDE OR 90% REc• AWA161TY
THE ENGINEER. '
UNDERGROUND STRUCTURE,- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS OR Q � L �[/E,OT�I �R ACCESS R OA,b A
EXISTING U ER 2 I
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO q
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR II
NOT SH014W ON THESE DRAWINGS. lT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE 0 100 200 400 600 800
UTILITIES OR STRICTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND I
RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES,CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
UNAUTHORIZED CHANGES & USES L E6EA10 SCALE 1'=200'
WI NOT E RESPONSIBLE �C�``- - SHEET INDEX
CA UTION. THE ENGINE -ER PREPARING THESE PUNS LL B . - -�•�...._.�,._ � Oft /G /NAL CoNTo uR5
FOR, OR LNBLE FOR, UNAUTHORIZED CHANGES fO OR USES OF THESE PLANS ALL 12/0 l*ROPOSE D CONTOUR S SHEETS 2-3 PLAN SHEETS
CHANGES MTHE PUNS MUST BE /N WR/TING AND MUST BE APPROVED BY THE PREPARER
" OF THESE PLANS •,.,,., . • •MEET
• .. / s T G .v/�I �SJD/�/ Gig �
SMFEr N-7 f W-AoA1 .SM&Z7.3 .
SOILS ENGINEER'S STATEMENT:
I HEREBY STATE SMT THIS PLAN IS /N SUBSTANTIAL COMPLIANCE '
WITH ALL THE PROVISIONS AND RECOMMENDATIONS SET FORTH IN THE ~
PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT DATED
..y,. ES"A
- THEPRIVATE- ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR ASSURING THE r „ EARTt'�WOR�C Q ES:
ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES 2 3 900
CUT C, Y,
ARISING DURING CONSTRUCTION,' THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
♦ DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS FOR APPROVAL BY RLL �3/�D
THE COUNTY. -
REP -
DEVELOPER: BASIS OF BEAR/NGS: REVISIDNP APPR. DATE ENGINEER OF WORK: DRAW � PARED Y.
SOILS ENG/NEER: m�q-9V /�fAY GftoU1�
R,JM CCL.. CD/� T�'C1C Tl4�/u vesicA" er. �$ 6s4o � Asa ,a�c.,�. s�,T� c �s
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1A.C.E. 43ZI7 EX 3-3/-00 �dATE SAN aiEco, c.4. 9zi2i
• :. � LE/GHTON & ASSOCIATES
THE BEARINGS SHOWN HEREON ARE BASED ON A REV►EWED B�! �'�
PORTION OF THE CENTERLINE OF ME,e,wow5 PARKWAY RECOMMENrDED BY:
4/769 EN7ER/99ISE CIRC[ -46 M. AS SHOWN ON PARCEL MAP NO. 21884 FILED /N BOOK
.: r11/TE /0 ,.. _ 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN APPAOV ED S Y :10 -21 - SCALE: BENCH MARK:
`57R46iET', STS. 1; � rEMECU44 CALIFORNIA., CA. 92590 .THE OFFICE OF THE COUNTY RECORDER OF RIVERS/DE 114CIPA )k
c COUAUX, CALIFORNIA, BEING NOV 40 00"W, CITY OF T _ EC LA EER POR
'/ ,�//� � . CALIFORNM 9271 (9 9) Cp7r Oo23 .
pOH SPAGNoLO As . sHowN SEE ABOVE
DATE: I I T R.C.E. 42993 EXP. 3-31-00
(714) �5�'�91t'1D ' , �, • ..
N.
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11
70 sw DEW
VICINITY MAP
NOT TO SCALE
BENCH MARKT
COUNTY OF RIVERSIDE B.M. NO. T-"-81
;
1-1/2" BRASS DISC IN CONC. CYLINDER LOCATED MOM THE
INTERSECTION OF FRONT ST. AND RANCHO CALIFORNM ROAD, t,d
•.
MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTEIRSEC77ON OF
RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W.
�=
CORNER OF THE INTERSECTION 1' E. OF A 7' CHA/NLINK FENCE, 21,
X 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1) 94'
+�
N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS -
•
WITNESS POST SET 1' W. OF MONUMENT.
ADJ. DATE 9-13-82 ELEV. 1128.410
TRACT NO, .23-1 o o -w i, 748 SHEET
CITY of TEME ULA
SCHEDULE "A"'
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> r nFMO( RARY EROSION CON MDt PLAN PS f4 B2' WPARED `WT SAVED" AMMO
pA TED BY A RFGIST£RFD C/N'►►t fAfC iEER
rMf OCSK:N CML fIMCIAkrER SNAL L SUPFRWV TW EAOSOW CON? PORK AAIV
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Dt~ rME 44#VY SEASON ME'CESSARY ASIA rERMI S SMALL �" AVA&Afiff ON
Si rl' AND SHALL BE STOCKPr1. ED AT CGNWAWNT L AICA KWS, M HOCK ITA 1E
RAPIO r'ON5 TRraC rMVr of- rEA03044ft 9fVNCES OWN RA#4 j tS tW4*iCMT.
OFY CI srWL Mor Of "DWD ON AODOVp Wrl ,rr FW APPROM
(w,- THE Cl TY LrNC#W `f R
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CHECK t91 MWS, SIL r FENCES. AND MSL MW 04SINS ETC,
AT rNE C% , USOV OF EACH wvwl r- +G / V G"RADE"D AREAS rOtV
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ro PREWNT "L AC rR£"SPASS ONTO AREAS *%fRE AMO~D WA rFR CWArl"5
A WAROOUS SI TU A Truer.
DE-STL r##C 845WS ARF TO BF Cts'1' UCTCO AS TW CRA0000 OF POMDCW
GRADED AREAS ARE CUW�PLICrfD PCR TNIr ROit/t�.'N i�14D# PLANS.
... ' � R. C� • ' EWAW{. ' ` RES PWS TW Nt 10 fr CMA ` ON r OVA MN S
rn rN,F rf. WPORAR Ir' EROSMW CONrM " AS WMED WCFSSA14r
' EROSION CONMCX /S RfOiW D F(W CMD" 00M "ONS, OUMPONC 1E RAIW
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,v0r0Q44A •r{.).w IS SU*UfC r r4 ChA*GE
a rFASIP"PA,RY E'ROSI(?N P*0TTrTION IS RfOLAWt) FM AUNtlFACil/REC► SLOafS
PPI,)R r�? Pf--.RMANFNr P! AWIMG,
ARf' A 5 SHAI t. AE' AAAfN TA►NED IN SUCH A STA rF rw r rw ACCf 55 SIM[ L Of
MAW WOVFD AT ALL T/4rFS (MK"L 1 lr*%C ACCrSS TO NEAGw6 P0?0pfRrlrS f
Nr-) CWS rPUC TJ(W OR 0i5 rL#S NCF Oir MA "At ONAIAWr COURSES OR fWS MG
rj-wv DRA r+v INL F rS 5 HAc L c<,,- UR htJ wG rH£ RAINY SEA SIGN. LPIVI, E S S A["OU A TE
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THF" S r0 PV ORAI1'V S YS Tr#d wWH SEPWS TIME rNt. W FF ARTA S FORM RUWW)r .
'_.P( -W 01W_ *Qf A S(ACL NOT 9F ALLOWD TCS V4CRT rO AA10THER Rt1MOf•f APPA
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rNl r ON rR*- r(,,)p f*RDM wS RESr0M5IEk►TIE'5 TO WS SJ rf AND AD.AACf N r
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r ( �, 0lNrS- rI~ L lK' riNC 51,CH fACIL I r1ES AW rAK#A: SLX H MfA SURFS AS ARE WCES S►ARY
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AIMf) ppalA Tr po?�)fit-Ir rY A c A RE`-Ut_ T 00F rHE CONS rR,IC r;ON Of THIS PR(-Vj C T,
Sl ORFS CONSTRuCrfD PPIOR ro OCroeLrR I SP -W1 W TPkrArfh Foop fROSIO+v
C ()N W:?I PRIOR rt) � T(')BfR 1'S SLOPES CDN5 ► 'ED Af7ER (X rOW R 1 SWAL. I.
f�E. 'kf.A rE0 QR f fol; C N CUNTROL 415 TNf STRUCrO N (aF SLOP[ F)p0GpfSSFS
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