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CENEBAL GRADING NOIES
JIF 0. ALL WORK WITHIN ruwr- RIGMTS•OP•wAY MUST NAVE AN ENCROAmmENT ►alArr
ISSUED m CITY ENGINEERS DFFICE.0$ECTlON 12.08.D40 LARLELSIt4ORG fAUNUAPAL
cau-. ORbt"M 511).
1. All grading shall conform to the Uniform Building Code Chapter 70 and City
of Lake Elsinore Ordinance 636.
- 2. Minimum building and drainage Swale slope shall be li if cut or fill is lees
ctmn 101. Drainage evales shall be a nLni-of 0.3' deep and be constructed
a alnlaim of 2' from the top of cut or fill slopes.
nti 3. 4aximum cut or flll.slopes shall be 2:1 or u show.
V N D 4. All grading shall be done under the supervision of a soil engineer YM shall
certify that all fill has been properly
~'�a� pieced.
shall be submitted for'all fills aver I' indepthApriorle issuance o
F to thhof
F.' � . FINISH SURFACE `-G. FINSH GRADE building
building permits,
C� F.F. FINISH FLOOR Y 3. A registered civil engineer shall submit to the Building and Safety Depart-
.,.-` F.L. FLOW LINE - _ sent written certificatlob of completion of rough grading in accordance with
A H.P. HIGH POINT the approved grading plan prime to the lcanc•of the Bu11d1ag.ps;eLL .
G C•" 5.W. BILK OF WALK /•3�A�F T.C. TOP OF CURB `•' 6. Fill shall be placed in layers and compacted under the supervision of the ,
Q1` ----a. FLOW DIRECTION {` '�FIY; _ ;,� _50' _ soils engineer. Fill layers shall not exceed 8"in thickness. \��1
• y\- ""' 0�4EW CONTOUR ~1!= F(•� 25' _�__ 25 p p approved plants for erosion control. '
vt 7. All slo ns stull,be lanced with
-(84)-EX167.CDNTOUR ti!
o-DAYLIGHT LINE , � ,. S. It to the contractor's responsibility for the location and protection of all IO
E:XiST.
COML.I. utilities.
*� '�/ MAP
�-EXISTINCs A.L. PARKM[f-2 ............. .............. LRtVE ✓ 9. Approved protective measures and temporary drainage provisions east be used
VICINITY I 1 IY A f r ? ( to protect adjoining properties during grading.
e® r �ZZ
\� �B 10. Dust shall be controlled by watering at all times. -J,^
IJJI
0d4•. W Z
N37°03'D4"E _ ........... -168 T5' .__._..... NAT UP.At,, j J- iF`' 11. A permit shall be obtained from the Building Department,City of Lake Elsinore.
_.-.-- .... ---- ---_� - "" .._-.qZ prior to any grading operation. J
Lj
FILL aVa aw. I q Y
12. The developer and/or contractor shall notify all utility companies 48 hours Q g
//� $_Tc cr c �, �,N.�W I SSA prior to grading: 1-800-422-4133 is the Underground Alert number. Q}
LL
�ENGN MARK• I�NA -------------- - _ - -- - 4 l3. ALl grading shall be done la conformance with the recommendations of Chs
• AL.PAVEME.NT--, By& r a' V •;�;' \J I' %ik V 'c preliminary soils investigation by ACADEMY SOILS ENGINEEI INI. z Y
T.B.M.e7"O"ON TOP OF CURB EAST END OF % g 'oil,Sp _ v AL.PAVEMENT 5 \---- _ A`°' o dated TUNE I wen F-
DRIVE TO SPA.Zq'LEFT STA.28�69 RIVER- � (��� �� i 3 v
SIDE DRIVE. ELEV.=1210.85 a��°• V t,.i "�F a�' `� 2 in
dq�,r •C 4y •c¢ S) ( 1. SEE LANDSCAPE ARCHITECTS PLANS FOR WALKWAY LAYOUT.
REF,• FLANNERY STREET IMPROV.PLANS T.N.14Z-0800 Y�"� yh q yam �., ,} e� s do- J SL
(44 r�� e1�0o-o 3 eY•ro Z.Iqy 4 �; fro�c� 2. PERIMETER AND SCREEN WALLS A4E UNDER A SEPARATE PERMIT.
/ e• 3. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL QUANTITIES,
86. 4. ALL BUILDING PADS ARE TO HAVE POSITIVE DRAINAGE AWAY FROM BUILDING.
q
SODS 5N6fIWCW: - --- ----------
�a
ACADEMY SOILS ENGINEERING
19040 GRAND AVE.
LAKE ELSINORE CA.92190 DALI)GNT n .�
M.(114)678-4300 LINE 84. ''� �n�r'' v It a C ,/ \�� J 0
I1 FILL ;'-i iT. t ` EiAR I N WOK K'
�83J J 1 CUT �; ,�' 'N. ` 1La
J i
83.0 y. o i I FlLL 592 C.
J•EGAI, DIiSGIZIP'f lOt+l � I'N � m `z il a n G CUT = 100 CCyl:t ••• �_
_- Iv.SWALE --- k' �•�`` �. `3 �'' "�a" IMPDRT• 492 t
19
Z Q r
LOT 17 PARLELMAP e784S/CITY OF LAKE ELSINORE: �2... 83.0
PAD=83 0 n.D F.F.='85.10 a td j
COUNTY OF RIVERSIDE STATE OF CALIFORNIA. FI- m a s a 1 v
�/4 nor PAD=85.20- �I Q - a�4' p Q Z
til 8Z' 4 i to
O� V-1 U V
Inn �) uY o 'z q W Q � LLl
z1 FF =85.70 OL Z
io PAD:83.20 r ID' s 1 C3
es t. W
Ie, �' Bum Jh�aA�gF� �J ��-
AY "�
nLL
FILL ��F��• r� e,, ��y.
Zy
a'VICE
_z f tDN ~0 t 38Z6 E QT # N
CaNSTR cTl D N oTES
LINE I rp N 37 D3'04 E 5 75 gum p�
o T�'• :�' .e - 1 EX15T. W9WALK _ I�/ '�.y2"�'' �SAWCUT 4 REMOVE EXIST.DRIVEWAY APRON REPLACE WITH S2 L.F.
o - 'r: d ' .-.- -- ---- - --.' f 8"CONC.CURB AND GUTTER TO MATL4J EXIST.. .. . . .. . . ... .. �W
,8 In <�4y��/ CONSTRUCT CONC.DRIVEWAY APPROACH PER RIVERSIDE C'O.SID.Z07.,, 0
o Y
°da000 0 WI a"do a°'�� ,�� m/k- p �4 7_._ TiF�P01Rf
o-CONSTKUCT CONL.ALLEYGOTfER PER DETAIL"". .. . .. .. ...... `
^_�-P� TT i
/� ____-- - -- -' - 0-CONCDNC.CURE E WIT ER PER RIVERSIDE CO.STD.ZOO I,TVPF-A,,,, , O �
ALLEY GUT'f�R vE'rAI L s ws. I I N ------ -_ 98 L.F. O
H �I�� YSTREET- O
N.f S. x�4h o-CCONSTRUCT
fd CONIC.CURB ONLY PER RIVERSIDECO.STD.203(1YPE"D) .. . 325 L.F. G
bo-CDNSTROCT_A.C.PA(SAIVE
LS ENGINMENT DYTO DER-BASE .. .. . .. ... .. . ...1908 S.F. O L V aA�
EER ETGRMINE SECTIDN� Q V` °
0--CONSTRUCT 51AEWALH IL CORNER OF STREET PER RIVEE:9DE I EA. 1 1
CO.STD.402 P4.403 .. .. .. .. ... .. . .... .... ... . ... . .. . twit IA gf)
I Bo-REMOVE EXIST.G"CURHONLY AND CONSTRUCT ZS L.F.
ASPHALT COW.BERM.-.- -_ .:.,... . _ * Ln
`1 _MMSTRUCT CURE SIDEWALK PER RIVERSIDE CD.SrDAOO...... . ... .. ISO L,F,
„ M p
�O W
g"r CV) O K
THIS 7N PREPARED UNDER THE SUPERVISION OF: These plans have been examined, and they are in accordance
with the conditions of development, city ordinance, and SHEET
to-Z9-IrS
GRE RY I. RCE 31570 DATE State of California laws, and a permit to construct may be
OF
issued. � n !J -
/s�1lBS
Mi10 K. Keith, R.C.E. 9851 5HEE75
City Engineer
5-03-01