HomeMy WebLinkAbout668 m I WA r"' j �I 1 i AV �9 W GRADING PLAN "GRADING NOTES"
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N 27 j e"a'am"Ea a \I enRsaF 1. Ip AV I� Q� s OWNER/DEVELOPER: I An work shall be eon.In accordance with the Llry of Lake Elsinore
6 SOWA cr; AY g` 1 � S, Ordinances No.801 and 882 and applicable standards and specifications
/ f EL OONsfIoLT j, GREY.,{ c��� PRECISE GRADE PLAN VINCE BERRY and the latest edition of the V.B.C.PpAppendbr Chapter 33. p
—IT ./� ';-�- 1..; `pgtPi 28511 RED GUM DR. z A permit shall be obtained from the Engineering Department,City of
6600 W y\ J 'LN :;�" Lake Elsinore•prior to any operation.
Q� .;a,,I \ a oss�'..n 5 Qp�i FOR LAKE ELSINORE.CA. 92532 3 The daveloper and/or the contractor shall notify all utility companies and
)i\G l N APP ¢p B`„yS '��� C w' d PH(909)805-5713 U.S.A.ALERT(1-800-422-4133)48 hours prim fo grading.
`- 35 4 The contractor shall notify the City Engineering Department at least 24
<- wulsoN Avg ~d 4 /O j 8 Dust shall becontrolled b entering other approved b the
_ 1TE , 16537 STEVENS STREET SITE: 9 ��° �oo.ro
y wa ilia or o pprove y
t gg 16537 STEVENS STREET City Engineer.
N MID 8 J ff o 8�oatt 'Cv' {on"� 1°fo gf(Ff' S. /h`G� 6 Cut slope shatl be no steeper than 2 horlsontal to 1 vertical,unless
¢. ��ekd LAKE ELSINORE.CA.
q $ (q off/Res Rq ''Z\ OT otherwise approved.and shall r shown on the plan.
Art�nT 7 FIII slopes shall be no shaper than 2 hori:onral to I vertical, unless
�.. ®Av Fr g Y g'L•`B�''t tF��I�' yi-�^, C'`�r 4 9G�tt`P Ptc�W /�(�)���'� TOTAL ACREAGE: 0.64-/- otherwise approved,shall be shown on plan,and shall not have less than 8
_ k o �'�'_ � 90%relative compaction out to the finished surface.
0
A1/._ (DIRT ROAD)
p,AD 8 Fills shall be compacted throughout to 90%density as determined by the
BAILEY ` ASSESSOR'S PARCEL NO.: modified three layer A.S.T.M.0-1557-70 test method. c D
— 9 FIII areas shall be cleared of all vegetation and debris,scarified,and u+
378-.223-082,378-223-020 6 378-223-021 Impacted b the grading Impactor and d sons testing Z
�^ RIVERSIDE COUNTY,CA. p y g''a il. M approve g agency 0
is uP� 6 sn • a1r r B f i _ �— --- Arlon h the placing of fill.
- 60.0 SO All fill material shall be dean earth No fill shall be placed until
- ( E 5 �w 11
20 ka .r
p0�� wnslupsTon �I 400 "v �'Ifs 04N e r`�F /a'0oall
�- I FLOOD CONTROL far a minimum of hen 1 ( i ) flowOno o
s . 5.37°0o43E 4 j'!m¢ \� f S� SOURCE OF TOPO: preparation of ground is approves by the all,arglneer. s v C
L 120 O' 1p' SLp B � Finish grads shall be eloped away from all exterior coatis at not less than
manx �ERSAILLESc 57 C(fN S), Pi``ar�,7 sr- sr b'P'i. it y RIVERSIDE COUNTY earth wale.er
3' r % min mum to f v z ITI
07
o
vn> G'.H BiAna sr 3 yQ7` _� _ SCALE.1 =200' 1z f• -- 3. -- - - Minimum building pad and 2%if c Swale elope shall t n if cut ai f01
iar� QTIEN E Sr' �(Fq ON T 4,pFSr 'q'r'rly, of R slope Is less than la,min and of If cut or fill is greater than 10'. Drainage
h "9M rep s�', v y� P - --1C1-- swales shall be a minimum of 0.5'des d corutrachd a minimum of 2'
pP salmi rF °f °R.a;\ 1 _ _ _ —\'N m cap LEGAL DESCRIPTION: from me to f car or flu al p_ p o op—
VICINITY MAP m SOUTHEASTERLY ONE-HALF OF LOT 13 provide a wide by 1'high berm on equivalent along the tap of all fill
Q — 7 v - - -_ -J -- slopes over 5'high.
93, THE NORTHWESTERLY a Provide a brow,ditch,designed to handle 100 year storm flow along me
N.T.S. Q o RECTANGULAR HALF OF LOT 95, ALL top of cur slopes.
$ - ) OF LOTS 94, 96 AND 98, UNIT"A" 15 No m,strvclion of flood plains or natural water courses shall be
—32— OF COUNTRY CLUB HEIGHTS, IN THE 16 A soils i I hall be retained b the developer,
87 — 1.
iD imp near a y :per.h supervise grading
S.F.R. COUNTY OF RIVERSIDE, CALIFORNIA, and provide a final soils report which includes foundation requirements
-�--- f !z K'Pq NSlON• R AS RECORDED IN BOOK 16, PAGES 59, (subdivision)and expansive characteristics of the soil.
,17 Grading certification by the denlopera civil engineer and a final
60 AND 61 OF MAPS IN THE OFFICE OF compaction report by a soils engineer shall be submitted to the building
THE COUNTY RECORDER OF SAID and engineering department piior to Issuance of building permits. \
V.L. 1•� 7� -- �l r —QOP— COUNTY. IS
The Geotechnical Feasibility Study dated October 30,2002.prepared by
f p - EnGen Corporation,shall be considered a part of the grading plan,and
shall be complied with. --
h A 2;� �D pA• 19 A registered civil engineer car licensed land surveyor shall submit
ESTIMATED EARTH QUANTITIES: certification of building pad elevation. where specific elevations are
17 ap0po - _ required,the elsvotlon(with respect to mean sea lead)shall be given.
CUT 225 CU.YDS. If an elevation with respect to adjacent ground surface Is required,the
•Ap I FILL 225 CU.YDS. cruel distance above the adjacent ground shall be glen.
D a7 g a S, 910 V. PARKING IF I E 20 All property corners shall be clearly delineated In the field prior to
wmmenoem<nt of any conairvction/grading.
1 I ;a /PE1444.0 I Iv P' PE I q�5`B Q PR144t:O I i 21 Stabillty ealeulatlos with a factor of at[-at 1.5:hall be submitted by n
FF.1444.5 I GARA6E / 1 as a f)No Ca Nc. q Qa soils engineer to the Building and Engineering Departments for cut and
/ f'L.1443.0 ,l` �L/ "' O I„ fill slopes over 30'in vertical height.
1443•S /, / t I 9 6 IA •Il i` P. s T'C r-(: 22 A final compaction report will be required for all fills greater than oils
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pia
p^1 1 ► q 5A. y oS.O N.7 5 foot. g o Isr"•�•� -- �� / 9� 23 If steep sloping terrain occurs upon which rill is to be placed,it must be R <
OoQ� 6 cleared,keyed,and benched into firm natural soil for full support. <
5.33'38'20 t .
F �51 h"" '�-• L,300' . Preparation shall be approved by a registered soils engineer prior to Z
o < h. q D��� 1 placement of fill material. Slopes greater than 5:1 are required to be n G]
� h' ql4 I �d� "qb C,RAD A 24 T soil
oi engnee should
pee c construction in the following s s a
Q' ���- \ O ! I—> Off q Ah Upoln completion of clearing and duringexcavation and before P
backNl of alluvial, colluvial ..it terraced areas and any G 3 fA
I6 substructures. z ITI
g0'1 I� O� b v \�Y C g} B During ell rough grading and operations including pre-compaction, S)
Iv I$ P p �/ — 4q 1 yaxQeQ ARRA benching and Filing operations. VI
V -.. C During Installation of buttress and canyon sub-drains and filter
O li^.LH �'ew a L., I material.
L PB.1445.0 z'.-a ll U? ( -l4 U I dP � b' PC ti rcc D When any unusual grading conditions are encountered during
n
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`J I' p3o /�I P p p wP 25 Erosion Control:All graded slopes shall be planted with rosea Ice plant
�(II JttJ Pk vertical at 12� nheight,sIn on r addition er approved
ground cover,she]] planted
Slopes
pl with
N / / SEC."'C-C" approved trees,shrub.,or combinations thereof. Shrubs she be
D o r planted at 10,on centers;trees,20'on center;combinations,15'on
�- 144 SCALE: 1 ,ZO centers Slopes over 3' In vertical height shall have permanent
�L irrigation systems with backnow prevention devices per U.P.C.
SEC."A-A" 5 E L D-, • j I i 26 Approved protective measures and temporary drainage provisions must
used be to pro(ccl adjoining properties during the grading project.
•s/ 27 Approved erasion preventative devices shall be provided and
SCALE:1'-20' -SCALE: I"=z0 0 a O maintained during the relay season and shall be in place at the end or
each de k
o 28 All work shall conform to the City and State construction safety orders.
U - 3 29 The location and protection of all utilities Is the responsibility of the
Q
iliac.
J V h -4 30 An approved set of grading plans shall be on the job site at all times.
I? oK a, 31 Sanitary facilities.hall be maintained on the site from beginning to
completion of grading operations.
R11 31 All slopes shall be planted and Irrigation facilities shall be provided for
44
t/Y ail slopes In excess or 3 feet vertical height within 90 days after
_ ti. 10 8pb1 �' 1 S completion of rough grading and shall be in accordance with ordinance
II I Wr No.882 prior to the approval of final inspection.
MIN.36"RECOMPACIED� p4°a / _600 �' S.33°3,9 20'E 33 Any contractor performing work on this project shall fandliarize
STRUCFURALPAD EDGE OF EXISTING PAVEMENT yJa�g1(rl�"! I / _ himself with the site and be solely responsible for any damage to 8 CI
.2 - existing facilities resulting directly or indirectly from[its operations,
DIRECTION of FLO-.-- 20' ---
whether or not such facilities are shown on these plans. --D
C TC I IE - -. vf _ L4tArit 91 0 _ F 34 The design engineer shall provide a minimum of one blue top per G
II J f L V L AVE— - finished pad,prior to rough grading approval. m can <
u rr sic ft t 35 App�dmate date oC Beginning operation: November, 2004. Z
SEC. B-B SITE PLAN 1 =20 ear tattoo:December,irreducible
m ei
SCALE: I ve`jQ' 36 Na rock or other irreducible material with a a:rmum dimension z 0I Z
greater than 3"will be placed in Fria within roadbed areas or 3'of finish n o W �
grades, unless the location, materials, and disposal methods ar
0 10 2 0 -specifically approved by the soils engineer. - e
37 The engineer must act grade stakes for all drainage devices and obtain - W
Inspection before approval. zJ
38 Grading plans will not be approved until ail retaining walls are _
Oapproved by the Building Department.
IP
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DIAL TIM WORKING V
BEFORE DAYS BEFORE
YOU DIG µ i YOU DIG xi 3AI�7
TOLL FREE 1-800-227-2600 r
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT -
NOTE: IROP 121101041SEAL-ENGINEER BENCHMARK SHEET NO. \
WORK CONTAINED WITHIN THESE PLANS - CITY OF LAKE ELSINORE APSHALL NOT PROVED
ENCROACHMENT PERMIT PERMIT AND/OR A ENCE UNTIL AN ACADEMY.CONSULTING OORPOR.4TION PRECISE GRADING PLAN C.P.No.114
GRADING PERMIT HAS BEEN ISSUED. N-556,560.02
PMD 0-233,31735 RIVER8LO-WDM-VIC E-),656,088.31 •6 TERED CIVIL ENGINEER NO.30527
1,A1TRRLs1aV0RPt,0A1,IF0RNI49253 0-4 95 0 DEPARTMENT OF PUBLIC WORKS EL'1367.98 DATE:
TM pMeb algeww epwnp Mw pbna w mpwnWle breeawhq caw acurw.y '- PH(909)245-2200 PAX(909)245-4211 t F—I—SHT
and accepbDiXrygMangnMmn.In Mawr:rdlawapaMaa aaaaq saw FOR Theo plain hares bun rsA.-d by<ompliarca.I+h iM apprvplah cordin.m of
oxmry.ppmrwaura9 oxnweuan,vw wwaro wgrwar wnMmpomtsr MARK BY DATE APPR. DATE arewpm.n+enarwa
SCALE: ry ands. l�.p.rmn e.n M caved. 0308-2093-GP
far deter 1annceleteaolutlan car mwNg ae,plans a.ppmrr by REVISIONS 16537 STEVENS STREET-a 'aWe' o
VINCA711ERR}
raw eewar. ENGINEER H: V:
ROD 9/21103