HomeMy WebLinkAboutParcel Map 22603 Parcel 2 Precise Grading �- - --r
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r,.,.. n' • . GRAD-INC; NOTES
TO PUAaA. R0A0;_i ..
1 • All grading shall conform to the Uniform �3ar i_ I.d.ing Code,
C.hapte:r 70 , as almrnended by Ordinanc:e 457 .
40
6C)l
0 FE.EY M.W.D• EASEMENT ' - ' ". ". tA W
CepformIA 2 . Minimum building pact and dra.inacle Swale: slope shall be!
1% if cut or fill is less than 10 feet, 2% .i�: cut. or
. it h �„ fill i s greater than 10 feet . Drainage swa l e s shall be
_ SCALE 1" 20' a rla.lnimum of 0 . 3 deep sand bF, c:or�struc:ted a rn:in inauYia of
� - �r 2 feet from the top of cut or fill slopes • r
IDE DRf1f EWAY TYPICAL.
. 3 • Max imum cut and f i.l 1 slopes -� 2 : 1 •
4 . Prov:isle a teae.�t w.icle b 1 Eoot h1( rl berm or ec Ll_a vi:a.lerat '
FAU�4 RD Y _3
.••� along the top of all fill slopes over 5 feet ta.i c1h • �
•�'��
5 . All grading shall be done under the supervision of �a c.om-�
RADIN.GPLANGpotent So " 1s Engineer who shall l cert L f=y that �a 1.1 t� i .l. t
t a
--� has been properly p l�ace:d Car1d who shall submit Z) r i a-a�.a 1
.1
Dcompac:t:ion report for as l f:ills over l f oot cleepENTAL_ G' DI ..G 0,F LOWER , -PAD •
x SUPP.LEM _R A
5AJV��Af4
•AN-t) OFFSITE LANDSCAPE . .GR-A, 6 N . A Regi s to reel C:i v i a t�rac� i neer sh�a:l a subill i t to •010 tau i.ld_i nc3
and Safety Department written ce:r.if icat.ion of c:oi-uptetion
_ grading in with la rhe
approved>r_vveyca c r��c.l inc
_. of rough cJ l t !
I r.ior to i ssu�ance, of the bui ld in( pe rm i.t . Cc,rt i f.ic:-1 t.iora
� � 2PwM,* 2,.2_6.03 _ _R VERSIDEr• p p J �,Q - shall. be to line, grade, elelvat�ion and aoC�-_atiora of Cut
fila slopes •
(REVISED DATE 1"14--91) ,
-a. [ All '�" Af A 7 . Provisle brow ditc:h anal.nimum ol � dec-:p a-i011(l top ot slope •
��
! C -
N rs
\" 8 • Final compaction report will be required for al-a f i. 11.s
1•EMU ALA, RIVERSIDE COUNTY CA.. greater than one foot ,
' - All c r_acl.itzr shall be. done? in coral ormance with recommendations
J
4 ► of the. preliminary so r l s i nve s t i cla t i on by _
46 PO
c.l c�a t ed
l
. ut; • r Two sets ot. the 4 Ll� i,I. compaction e� � _ �• � i L b�] i• bltl..1 eC1
e � report art ..�r �. 1 _ �u tt~
� ' to the Building and Safety Ue as rtarie�nt which shall .include
F
19. EROSION CONTROL: All graded slopes shall be planted with Rosea Ice Plant at 12 _ .
foundation design recommend a tions and c:e.r t r t .L c:�:a t ton t laa t
?a� on centers or another approved ground cover. Slopes over 15 in vertical height, .
c�r�.ad.iracl has been done: lra e:ontormanc:e w L tri the ree�on»aic�rae1 at.i_ons
i n addition to ground cover, shall be planted with approved trees, shrubs, or combs na- ,
~ _ , of the preliminary nar. sol l s report .
t i on thereof, Shrubs shall 1' y 1'
A.p
S u s s a 1 be lasted at 10 on centers, trees, 20 on center ,
to ,r combinations 15' on centers. Slopes over 4' in vertical h i ht h 1
p e g s a 1 have permanent
lU . The contractor shall notify trlc-� Building lcf a.rr(� and S-a lety DeparLment, '
,'. irrigation systems with backflow prevention devices per .U.P.C. , Chapter 10.r. L
`=1y, `�\ `� �`'"-•. 4400 Denson street , Riverside, `Telephone 7137-6146 , at :least
� 24.
Finish rade shall be sloped awn from all exterior walls at not less than
per
24 hours in advance requesting f_iraisra lit rade �Zncl clra anaye
9 p y p
a
: ,t, - ins e:ct Lora . This inspection r on must bea roved prior to
' foot for a minimum of 3 feet,
p t' E'1' 1
v,.
< ,# �� `•, "=. k .,fi , j building peri,wit f inal :inspection for each lot .
/0000
21 . No obstruction of flood plains or natural water courses shall be permitted,"
Qz�f 11 . Cut s-topes eclua1 to or greater than .) teet in vertical
height and fill. slopes equal to or greater than �3 feet
r 22. Al l property. corners shat l bp 0 Part v del i nPated i n the f i el d p�, i or to cemmenccment .! p 1
'' "•�:r �'', '.; 4 ' of an construction radia v in vertical height shall be planted with grass or ground
cover to protect the slope f roars erosion arid �.ra&_ -IL i 1.r ty
�n ac with Ordinance numk.ae r 457 pr. .r.car to the approval.
a
of final inspection .
- UppS V�L P AD3 12 . No i i 11 Sha:11 be • •lacel-d on existing ground until the
1` ,• .• , Y Xt�T. , :,. , 1 '�r ,. �: c roura 'I has been c l.ea.red o C we( cts, debris topsoil, and
other deleterious �iaa tergal .
• \ a k
•• 1 i r
7 ��
123,
•� ""rrr.'■+ �C...��'� :, � �A f •• � ..rte �' �� ] ] C• ) • • C.• • 1
i . 13 • a t stee 101a inc3 tcrr.a_ira occur upon which t ill is to
be placed, t must be cleared, keyed, incl benclae�cl into
$�p�NC
t_1 rrr► natural SO 1 � Ur f_ u11 5uppor_ t . Preparation shall,
.kyr' G. r • •.
IN be: a .a - rovelcl b �a Iec i s to re:cl �o i::l s Engineer prior to �lace:rnerat
E 1 l p Y J J p t
of f i.Il. matcarla.l • c
• St. �� t
r
A 0)
Vlf �t _ 14 . During rough c rad.in operations ria tions and prior to construction
� . E .�
pft0 of permanent drainage
structure: temporary drainage GontrU�. cm
�q
r � w 1�s
•, ,� `� ,. ---- hould be rov icled to it_1verat orad:inc water aracl ddrnac e:
C? t o a d j a c e n t properties .
LU .
• y o P
L7 t� :- 1RIOAD
• ll
15 . Dust shoal1 be. controlled by watering or other a •roved w
p A CO 0.10 .
Isle:t�aC)Cl a •
low 04 0
` �� LO
.' ` " B.O. --- 1.6 . All existingdrainage,e: courses on the project site: must
t l Jn1 µ
�� , rs
• ,�, ` Y eontLnue: to function, es ec.icala clurinc storm conditions .
P Y
p �, ` o- �- 12�0� Protective measures aracl temporary c:ira�.nac3e provisions 1~
• :.r_ti1 4.,�tib, 1 pVI� must be used to protect t cad poi n.ing properties during grading L. � �
•• .. . /p R•* .'. / �� ,� 3(Are.4 v p e r a t_L o n s • F..
9 ti 'v •14 yy y �• s<
\ 4 l ,�.�.- c �, �►, 4 b
17 . tab_L 1 L ty ca ac.0 1a t..rons w-i th a factor of at least one: 4) 0 CL
'" �� x • ��"� and f ive tenth ( 1 . 5 � aha_11 be Is b a Sods .Lnc inee:r
y. a , Y ppol
{ _,... ...,,�... to the: bun_1dirac3 araC safety Department for cut and fill O 0
) CL
\ slopes over 0 feet Ln vertical
,� � . ,»H• _ rr ,��:' �... � '3d P�a�oS� 1�, � p � r ] 3 ] � �rt �e�a1 11e..1 fiat �
�J = ...... - a - CONS f ru.4 �i l O
- m 02
�,, , •... y, ,.rte" , Lj� { �.. rr... -� �► :.Y �, ��, ` - .. .__ _---
AA' 18 . A Rec3 Lsterecl Civil. Lragiracc.r or L,icerlsec� :�arad Surveyor Q»
IN 1I1f 13 1, ,�,6 3 W -- ...�' _ - ��_ __. � sisaa.l submit certification ication of building pad elevation. �-
S LLO 14W -~ _ 9500��� nti�� Where :�laeclf.I c: eR-lvat Lons are: required, the elevation Q o
(with respect to mean seen level } :�li�a l 1 b� given.,. if
_ ra_I � an e?levy t ion with respect to ad ja en t ground surface
e
�-- f 1� •': is requi regi, the Cac:•tua l cl:i s t�arac:e: above the 4ac.l jacein t °
.• N r .rr..., ground shall be_ cj_r.ve.n.
t < ......
1
.• , Ls. _ • SUPPLEMENTAL GRADING
�'
• �Z _ ._-- 1.9 . t_m ate,cl earthwork quantities :
�
• �. , _
PA Ie e e �.u t �
Fill 75 c .y. 0�: et�;v C# ul cr)
C 1W ye V3
P4 IS '"IrO LOT41
•, � A !r G G � .--- --�-0 V.-S o Not to Contractor :: The above c uanti t.ie:s do not include Lr
AG - any shrinkage or subsidence. They �
y ] essentially J •
• "\ \
pare. shown for e.riAt
- '� 4. purposes and are an estimate on.l
00
.. .� l p
;� ��, _ •:• Not for J,.J-1 dd.i.ng purposes • �.r
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41
v ,` •��• �� 2 U . I;x C:e s S d�i r t � ,:• •. • -
_ _ o �._ t o b e u s e c.i for NIA
6 \ rR P 415 ::_:& FT/ 00 eo C ._
\, ?A A, rB �' \ 2�.. Cut Slopes] that exceed a 5 feet in, vertical height '
will
T.0 2 �, be plant(-,,(] w_i tl-a shrub; and •
.. � . �� � � /o r G.r. e�e?s ea n r t :a.r� �.a�i d i.t i ea n�x 1
-D
615x l = 7805 �� 1 ` t ` �. ` �` to c roux c ,Z. T• � Seo � � 1 icoV�r •
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rr �r V--T
R ? yl I�:, � 0 , AL-I �. t 1 C.LZFN 1. .�0 ��t1 SSI � L�� — �� r � r
�R -_-_-- NIR. & MRS. WHITESIDE 31030 PUABA ROAD TEMECULA, CA. 9239 '
10
KO 6 1:::. e4C)Tp 11 J 10I LEGENP: (714) 676 6161
1.� �r ' --� r _ '"' N 'l L V "��� Exist.i n g C.o ox I Sir.. CIRO U N C>
n t o u r s
RE FE �-- Vit . . f ��t.�. �I"l t �'�. �-�--- F i n i s h e:d Con tours.-
or-
1-2- a
1332.. - _- Proposed Drainage Swale (D rection o f Water Flow)
•----- r
PKE PA Daylight Line
_
,rrr"•~ r V"J go
r5 C Ts 5 *TA N ��w .r I r f�' ENGINEER:
a
I• I:N YOM,, r� .C: , G . '174 ,11) l XP . 6--30-80 ,.
PROW..,b
(VAUVEo - c,t, 091 ,'" ��"� 3 16 10 R A 1 I�1�()A t� CANYON ��1) "~
103?0
�- , N t,AKE , crA . 92380 .�r
pI ED UNC If'� DIREc-TION OF CITT OF _TOMECULA
u J r rri
PI'fi171f ED. SOURCE OF TOPo: Field Surveyll- � � FC
C BE f^1MARK . Set on L ar rlc
_ 1
Is C �b r 1 a ,
• ! 4
._ LEGAL )ESCRU Mu- .� e Q •
D t.! A A 1` R.C.E. 3 7 2 3 4 DATE,
�'E -, -, .. . ori . p,
.. ,� O S M. STEWART Hwy .y
R.G.E. f_ 4 .8•�30�-92 DA D��uY.Cr'rY INtINR �xP. 8-30 .. •
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