HomeMy WebLinkAboutTract Map 18 Parcel 3 Precise Grading SENEM
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i'. d b Ordinance
1. All grading shall conform to the Uniform Building Code, Chapter 70, as amends y 17. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification of /
457. building pad elevation. tidhere specific elevations are required, the elevation (with
I.,/A/�+//�y//�J AM/N6 LGT GLADE rf/ALC E_
r respect to mean sea level) shall be given. If an elevation with respect to adjacent 9LL Bir Q 35 %.
2. Minimum building pad and drainage swale slope shall be =1% if cut or fill is less than 10 , ground surface is required, the actual distance above the adjacent ground shall be Z. RINIMU "GRAdEFDR N/Ni3DN DrQA/i✓S Sf/
2% if cut or fill is greater than 10' . Drainage swales shall be a minimum of 0,2 deep and
given.
g ,9. AN APPRD4® SD/L STS/LIZER ShALL PE USED D,tir 9LL 5t/BGPAD� q
and be constructed a minimum of 2' from the top of cut or fill slopes.
SURFACES PRleg TD PLACEMENT DF PAy/AG PAY PARK/NLS DRIVE
,�• 18, EROSION CONTROL: All graded slopes shall be planted with Rosea Ice Plant at 12" on 4. AS,WZ77C fAfMT/®N (FDd f9Z ) SyALI REAP6LI® NDTLESS TI'ANFOU�'�! Q A/IEA
t, 3. Maximum cut slope ratio is 2'/ Maximum fill slope ratio is �' / centers or another approved ground cover. Slopes over 15' in vertical height, in add- QAyS FDLLIIGYING PLACEMENT Df THEASP//All S!!/PfACl/YG I//ALL BE q
5` high° ition to ground cover, shall be planted with approved trees, shrubs, or combination . PPL/® AT THE RATE DF D.D5 d9ACLD/Y5 AEr� �UAiP£YAR.D, :ASI/ ZT LYLIZ 51,X � l
4. Provide 5' wide by 1 high berm or equivalent along the top of all fill slopes over thereof. Shrubs shall be planted at 10' on centers; trees 20' on centers; combinationsSfIALL CDIVFD,��1 TO SECTIONS 37. 39 AND 94 DFTHE STATE STHNZn Seg'/F/G9770S . ti
as per detail. 15' on centers. Slopes over 4' in vertical height shall have permanent irrigation sys- \ )(2. L
11 be done under the su ervision of a competent soils engineer who shall tams with backflow prevention devices per 'U.P.C, , Chapter lOr.
w '� PER DRAW (
5. All grading shall P r„ 5. TTIE SU®Olt///�F� DRCM77,4DTDR SHALL A"12Y TD TINE f1YZT51d1
certify that all fill has been properly placed and who shall submit a final compaction re- 19. Finish grade shall be sloped away from all exterior walls at not less than 2 per foot COUNTY ROAD DEi°ARTig9EhrT FDR AN fYC,POACH/IfNT PEPMlT �c �\•
port for all fills over, 1 ' deep. for a minimum of 3 feet and continuing at 1% into pad swales (see detail) . FDRACL glffkGYIT�!/N L'®UNlY �f'!Gf/T ®FGYA%.
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6. T" S)C£CI,4L hYWZ-C7M1VJ' APF REDUIRE➢ 5Y 7#E DU/LD/NG
„ I
ed Civil Engineer shall submit to the C17Y L=NG/NE1:1�//YG Department written cert-
-•
6. A register g 20. No obstruction of flood plains or natural water courses shall be
ification of .completion of rough grading in accordance with the approved grading plan prior P permitted. ANlI SAFE7Y" DEPAR7r�1EN1; DNE /A'SPECI7D�'Y AT 17/E 17,�1F T�'C
BASE /S PLACE) AND 1h'E SECOND WHEt' THEA.C> HAS B 'V LAND PING { � RFA
to issuance of the building permit- . Certification shall be to line, grade, elevation and 21. Property line bearings and distances are taken from record map information. A boundary PCACED:r
location of cut fill slopes. survey has not been performed as part of this grading plan. All property corners shall7, TyCCDMXAClDR Sf/ALL ®E RESPDNS/ALF FD1PTf//E CLRR/NG Dr THE CD.,O ss D.D
be clearly delineated in the field prior to commencement of any construction/grading.
op cut of slope as per PROPOSED Uff VS) AND R,LOCATIDNAND COST DFALL ZO' D•C• '- O'D.0
' 7. Provide a brow ditch, designed to handle 100yr Q Storm flows, along t
detail. 22. Topographysource is a F/ELD SI/Xpg' BY ZS5 ��I ON Z-ZZ-9/ ,
El'/STING UTILITIES . TNEC/TY ShXZZ BE/NFDrf,�fED 42 yDUPS 5
PR/DR TL' QEGINNIiYG DF C®�USTRUCTIDN /N. S 1I
$. Final compaction report will be required for all fills greater than one foot. 23. Estimated earthwork quantities: (cubic yards) I C'E,S7F,
8. A CG/fPAC17DN RE!'ORT BY A SD/CS ENGI,�YEEP SHAL_ Y �, <SFF S /ON C J
' 95% CD�IPACT/DN DF dAIEPR/DR TD C4ZZ F9R SR'J1/� INIGEC,T0,4/
9. The contractor shall notify the CITY ENG//✓LR//YC? Department at least 24 hours in Excavation Embankment- Note: Earthwork figures are estimated .
AND PLACEMENT AF,4 SPH,9L T SAY/N�a/
advance requesting finish lot grade and drainage inspection. This inspection mus
t be app- based on current accepted engin-
roved prior to building permit final inspection for each lot.
toZ� Bering calculation methods. They 1�/�/ ��T� \ �
are "shown for permit fee estimat- [. !
10. Cut slopes equal to or great than 5' in vertical height and fill slopes equal to or great- ing purposes only. The quantities
' in vertical height shall be lanted with grass or ground cover to protect the /. CDNSTRUCTALL CG'S ,QAD// A N/IN//G/UA�I OF �' /l/VLFSS OT//ERG1//Sf
er than 3 g P do not include any shrinkage or \
I, J�II/L
A-/slope from erosion and instability in accordance with Ordinance No. 457 prior to the approS
'- RECIFICD DN DF l)/NG PLAA/S . LE /rrs
subsidence. \
` val of final inspection: 2.ALL RUF DYA/N F/TT/NGS C217NAIET/N6 7O MA/V/FlJLD
I
11. No fill shall be placed on existing ground until the ground has been cleared of weeds, LEGEND 5114IL MC PRESSURE T/L/IT•
debris, topsoil, and other deleterious material. 23 b. __----_PAD
I ----------- Indicates finish PAD elevation
12. If steep sloping terrain occurs upon which fill is to be placed, it must be d, keyed, F.F.------------------- Indicates finish floor elevat=ion
and benched into firm natural soil for full support. Preparation shall be approved by a F L, __________________ Indicates flow line elevation
4 Registered Soils Engineer prior to placement of fill material.
H.P- ------------------ Indicates high point elevation
13. During rough grading operations and prior to construction of permanent drainage structures L.P- ------------------ Indicates low point elevation
temporary drainage control should be provided to prevent ponding water and damage to ad
LOAjacent properties. F.S. ------------------ Indicates finish surface elevation
S= 2D%---------------- Indicates finish grade ground slope in feet per foot
�Ell�// PARCEL 3 DF PAPCLZ R/AP /B , AS
14. Dust shall be controlled by watering or other approved methods. cut
SND�S/N /N PARCEL
T ill ----- Indicates daylight contact between cut and fill area
MAP Mff 2 , PAGE Z2RECORDS 0 PYLl 01INTYj STATE
15. All existing drainage courses on the project site must continue to function, especially dur-
OF CXL/FORMA .
ing storm conditions. Protective measuresar_d temporary drainage provisions must be used to P/L" =------------------ Indicates property line
C CURB G Q
protect adjoining properties during grading operations. R/W ----------- ------ Indicates right-of-way line
- tenth 1.5 shall be submitt= ( 1014.00 ) ------------- Indicates natural ground surface or natural contour elevation m
16. Stability calculations with a factor of at least one and five to ( )
' ed by a Soils Engineer to the L'17Y ENGIIYERING Department for cut and fill slopes over
to of sto e l
4
, , I 30' in vertical height. Z I ----- Indicates top and toe of proposed cut or fill slope
toe of slope with designated elope ratio in horizontal feet to vertical feet
9 l5'
/Z1 J-G 3 SLC I , T85 , R 3 W SRC DRA \(EYP.) as
I� T® • ----- Indicates direction of slope or flow line , /00 SOU774 AND ACR05S
L� -------------_rA1ll TF9 TOP 30rTOM OFR6 T4iNiNG f 13,6069 N4LL . SLOPE Y491ES C4;! yA,CjE5 AT TEMECULAI RIVERSIDE COUNTY r DN MAIN ST
,I a.o• ". TD ,.
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C/®/i 7D 5"M THE S7YEET FI�O�f THE POST OFFICE, AT A //DIEL BLDG. CT//E FORMER FIRST NA co
24. A lROYAL OF THESE AMS Y TfIE CI1Y OR /T5 Ad DOES /YOT '14 fT DANK BLDG J 1N T/lE N,E. CONC. FALL /5 ' N,f. DF TME CAST COR. DF A DDDR
REL/EYE THE AAIL/CCANT AND XIS E A/N H 5P0N_01Z17P �� ��� � - COLUMN AT THE EAST CDR. OF THE BLDG., `l.3 ',f&YZ THE F/R1T 6MC. FNTiUNCE
4 FDR 7JYE R TION f RQRS QR O ISS/ONS 015CM D R/!YG _: STEP AND 7.5'ABDYE THE LfYEI DF THE SMET A MOYRD O/SK STWIMIED
I ;
{ ,
CD STRIXT19AI LIM R HEST THE AP ROPR/ N /S/DSS LI 'J G 3 /927 AND YET VERTICALLY. X111. ELFY. 1005.903 FT 1956 ANDSCAPI T�
fROXITLY 3YEMI77fV T® MEC/7Y Fll/fs/NEER FDR R,EY/EP1 AN/0 APPPDYAL . 2 3 228 CALIF. YAL YME TO TEI�IECULA. r,
` _ ---
' I fIALL l3E DONE !N CONFDISAfANCE fT1J 711E NECD/1,�1V/JARKS EXIST. G
25N§1 TO CONTIViCTOk . ALL GRAD/NG S -
Z0 ZD' 0.C.
DF Tm RELIAMARY SOILS /NYF5TIlAT7ON RMORT Y SOIL 7TZ1/, INC. C,uG . 0.6. wE�P OtE§ '
17.24-d9{
/Nl IYDERCROUND UT/LI71E5) H/CH SAY BE 41V T//E AARCEZ , DA 7 ® SEIS D TNS f/OVAL
PREC'/S/DN PIMTDGRAPHY INC. L
1. ANY EASE 6N7S CINCLUD Y
T VYN Al' Th'/S ®!A S/✓DUI� AF LO RY THE PDNTRA
UMPACTON ON REPORT S/IALL F 3119AI/ TO THE e17Y l/A/ /NG DEPT.)
s ,
OF LAND 511JW V OR ND SIID 11fO /3! TI/ST/N AYE t I COIF . AIN. SWA �
'Il F DM RECORD .DATA hil ENG/N / G 45SCIES NO L1,45 7Y OR AES DNSI /Ll7Y RICH S LL INCLUDE FNINDA77ON /GAS R ViVAI DA77 NS AND. AA'AHf/�f V. 92 07 e 3EF TION C 1 p�
URf D S�YOf i UND G,�®U1YD �T/UTIfS k'/flly N/GfIT Rf LOCATED FRDf9 A TITLE' 69TIFI(AT70N THAT ORAD/N! H,1S 6EFN DOA'l /N 0WrdP)iAiYCZ GY/7//.Tf/E C714) l 3Z 900,67
< Fd FA/L T RECOMMEMARMY DF THE PRfLIA//1rARY SOILS )FM) T. = I
SEARCH OF THE S0JET• PWA RTY. ME LOCA7T®N OF ANY EATEME1Y73° CINCLL/1311Yla 5k7CTION L E
CONTiPAC711R .
UNDERG,I?DU/8`D U77LlTIES IS THE RESPONS/f�/L119'AND T11E L/XB/LIT9� DF THE 26. SOLS f/ hMa /S SOIL TECH. INC. LOU D AT
2. THE rSEARES nY£5 DF THE YAR/DUS LRL179' CO AAN/F5 /lt CODPMIT W177I THE 41�D7 ENUPi41fE CIR. NORTH, 7001A U. � (7/4) 676. 2745.
5['ALE � l lD 2 SCALE� Z
I
CD f /N LlJRA77NS 711E rv1J77 UT/LI77ES. 711E CDN ACTOR SHOULD NOTIFY
h'DF�&,� tlw S I1/Cf ALERT AOURS AEA"D E CAYA77JN T /-BOO-427-4/33. • l
3. TINE CONTX&JVR &Xa S THAT fE• MAIL ASSLIAff SME AND C MAIEIT ESMNS/B/L/77'
I �
CLU05 E l ON 71 ALL P V G E L'O//RSF ®F C0IY5 11CT/ON DF THIS P,�OJFCT,
ONS ANdG AADIER7Y: THAT THIS �PEOU/PEA9El✓T SfIALL
j i ✓��TF�
AMY C'DNTINI/DUSLY AND MT ISE L/Af/ T® E11AL tYDRK/iY6 HOl/KS ,AND T/1AT 771E s
C0N7RACIV SHALL IIEFFY� ) INDEMNIFY AH //DLO HAf 9Zf f/l�' HAND �� 3
�v 75 I zao Pie
' ���� a,Frq ��_ e°k p>jO � ��9 QFC•53 _
ENGIN�K FROAI ANY L/AB1L17Y,R,IL DN ,9LL�E-L7 IN Cl1N1YELTIDN W1TX Tf/E � T.' FS
r,t
AOU09 ANNE OF ORK ON 77IIS PROJECT, C T7 b F,VOM L/AIS/L17�' AR/S/116 FRDN
SOLE NES L IG C DF THE 6"R E G/AI ' ,U aE SE
_
•
51
4- 771E 7/,�4ATE OF FAg1-# 'DRK ®UANTITIES Sf1Df�N DN MIS PLAN Aff F®� � s ' m
PEIS/f/T- PI/RP®SF5 ONLY. TfIF'LDNTNACIaiQ SADULL7 YER/FY QUA f5 MARGARITA
l
�. -�'-� 'y'-r'�Po I V O� ozm { F to
I s`A ti h sed
FOR h/DD/NA Al1/L) COST F5T1HA7Z5.
rPP'iv
oc { OPa Pr
111
5. TH/S GRAD/>YG PLAN /S MIMED S A CU/!�E PDR IT/£ CONST,�UCT70/V Df TfIE PADS {,
PARS'/NG , D,fM AY ANIS LXND SCAP/)Y6 A,� S X S Sy0 Ar 11EDN, Md1DR DEE//Al7DJV
lC Dh MED fY. O7KERI FiTPAf f PLANS /!Y THE PPD 5 Df CDNSIXUCTION, MAY' - -------
PROPDjED LANDSCAPING � - -- ----� � � I
4 p� �� 1 . e Fs e. .. 1 Pau
{' RESULT /N THE NECESSITY Of AN AS-MILT ORAE'/,Y6 . 7V AS-9U/LT PLA�l1 l9'1Ll 8E , 7o P OF c antC. WALL 9 C
i0 5 MAX SLDPE�2 l o Q� B q� IIE%�;V . a�° 0
�F` -i CTM 4y
ISSUED /,4/ !IFIL OF TiYE REt�I/1�YED LE77 R Dt= C'ERTIFICATI®N. AS-BUILTS WILL L3E ADD D 70 ,6-K�t OLMCk WALL e D 111 A y�� M/N.SLOPE 4.�
LAND J AI l LJ PLf I N/L!\
77 O
DONE DNA 7/fff AND AlA'TAU& BAS/S. A5-6U/L TS NAY R&NAFF 711E SFRY/(ES OF A w� c a A/ • CAP ( MAY. Z CS-/_y°r_�
SURVEY ClCl/ENT IS RESPDN3'IBLf FOR AL1 AS RU/LT COSTS. CDURS'Fs) CALC�iI A7IDrvS'
FIELD 3 CRO 2 9,a 1� A
'
I I 1V HER
CAPRICH� '^ t' I 9 Ym i6'LOOfl O J
i
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G. TNTS PLAN DOES' IYDT APPROVE ANY WALLS. All WALLS MUST gE COIVSTRUCTFD g-+-�----
dY SEPARATE PERMITS. ' - 7- ���, LXIIT.GROUND CCRADED PAD) , _ 7 9 5� °FaFs I �NEw R s
} WA *d �1 <SEE PLA/V) \ ® - E ..
� ;.'�•.- q'\
HOFFM,y`O �� W�'_} pQ'G .* h I
' Cia TEVECULA PARK
7. ALL UTILITIES SHALL BE /NSTALLED UNDF7GROUND. ®
'•. "- / (�, C� Y vv 5, i �� i r<. F"� pec?oT55 reMcim�' `
mss' � F � �.t MAX• `�, ] 5` i i. � I _ � ti '�,�
ENGINES R EVIVIOAl4 A PPRDVAL
C'xl IT Waco � �' 8 CU]3B IIEIGNT VARIES
BY. M41K DEsC. 6A 7T CIT/ VARr s 2 3 4
OROUNb D8
FfidH 7D H° IIV
Underground1 Alert it/ REMDVC, DEGORA71vE � RET �tAlc 611 nla, lel FRoM R 2 3 PORTION OF PLAN AS � � \ � FM
e . e , ADD MAY.1.33 @LdCK wa TO CX(.rT BETWEEN '-____-- NOTED . r �o.,n,�
�, �GOC/� GJQLL (M�x. Z CO URSEs�,SIIdOW TDP D-Z ± MESA
Call TOLL FREE PSE-
o OF NEW NALL, Z:I DAL. SLOPE, RICV1SE _----- ------- --+ --
'" I / 90TTC-R `NTCRrFC77a1! ® - EXIST. BLOCK WALL
— YARIES IN REIL14T a{ z
0.5 It TD 2.5't
422-4133
LWT. PAVEMENT CTI - '° ®,
SCALE 7Y NP
1/01. snd 99T. ["--Z' / / /
TWO WORKING DAYS BEFORE YOU DIG � SCALE f(OPlZ.2nd VERT. I" 2'
N.T S.
MENESSEEREENE= OEM=
M-23 DFL) l DUE M ALL 996. PADS AIMED 5'EASTERLY , DItt9ENSMNY AND RECOMMENDED FOR � 7 DATE � 22 � PREPARED BY P,�EPARID FDR / (' l SI-IFFY fdO.
G '. f
OA1A CNANGELl ACCORDINGLY. ADD DRAIiVAGE L)ITl'// 7D REAR APPROVAL - � _ ®OSSEY ENG/NSR/NG y L'ONSUIT/!YG SPECIRUR9 CONTRACT/Il/G , INC.
PROPCRIY LINE, ELlA9/1VATF -RAP Dl51IPAT70N Df ICE ° o , � �c4J- \\ 4/D3 LA ADRTALADA L ' 1 TTS J DATA/L5 '
/N REAR. ADD LOW FLOW DESIGN FROM DIT(H � DELLS 7l1 ;� �Sb � 4G75D IAlN60dY CYN. RD.
LARRY C DOSSEY
O/A Z RD. 3 3/94 CAPISBAD CA. 920DB /
TF�IfCULA� CA. 92390 �lC/ R
,r ";R.C.E. NO. ZYd3ZD
IEIIEWAL DATE t(o197 7Z9-78D2 (7/4) G99 1127-
UP / f / PLA
.s 4'IG 92 t7FD RMilNATE LOIN-FLOW G P ' D�A1N Ta DIAL RD. PKIYY.DRAIN, DI N a 2782 j 7 C7/9) L94-0059 OF SHTS.
11Y DF TMEI°ULA /
DRAl1d TD 199 Ceff.CHAAIIVEL 3 904 VF REAR T DRAINAGE' 5WALF q 19 A,�1,SDYfO 13Y DATE + I l FILE NO.
DATE L 11
,.! s Th private engineer signing these lansisres responsible the T OHC. DITCH SW fP' MIYERS. R1 V. SHOWN ASC A BUIL � PZ
JT p g g g p p Q EPG9CE 6111 H C r ¢ - ALSO SLE
" d SCALE
and acceptability of the design hereon.In event of discrepancies arising after CHECKED EY 7
p Y g P g DATE BY MARK ORYEY 1Y SPECTRUM ADD SUMP POW 5 QN TITS CNN BASINS, A PR. DATE # S9 AL3DYf
county approval or duan construction the private engineer shall be responsible70 D 4
co y pp g p g p t FOR•SPECTRUM CONTRACT/NG, 1NC INC. P.N.
, t determining an acceptable solution and revising the lana foP"a royal b ENGINEER REVISIONS 2®� COUNTY �Dl/GLAS $TEWA,�T
DEPCIT'/ C17Y ENG11Y, SEE ABDYE
for dee g a g p ap v G DATE �, , DATE 472 D
1, �_ F � 54ME 3D 9Z 3-4-91 CPREC/SIDI� INDUSTR/AL ®ARK 7 M-103-471 D
the county. R.C.E. NO. 371 EXP. DATE
MEMOS= on=
DESIGNED BY DRAWN 13Yi C4-IECKED SY mv.
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