HomeMy WebLinkAboutTract Map 16178-1 Lot 9 Stockpile Plan ..
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CITY OF TENIECUEA
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All grading shall conform to the latest provision of the Uniform Building
Code,as amended by Ordinance 93 04. I .
2. Minimum building pad and drainage swale slope shalt be • Drainage
swales shall be-a minimum of 0.2' deep and be constructed a minimum of 2'
from the to of cut or rill slopes.
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31 Maximum cut and rdslope-2.1. � � �] toe _
4. Provide 5' wide by 1' high beam or equivalent along the top of all rill slopes - ----- - .
over 5' high.
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5. All grading shall be done under the supervision of a competent soils engineer
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tylia shall certify that all fill has been properly placed and who shall submit a ` 8
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final compaction report for all rills over 1'deep.
. 6. A registered Civil Engineer shatl submit to the City of i emecula s
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Engineering Department a written certification of completion of rough,
grading in accordance with the approved grading plan prior to issuance of
r ific tin hall be to line rade elevation and
the building permit. Ce t a o s , grade, �► j .
location of cut ill slopes.
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7. Provide a brow ditch,designed to handle 100yr Q Storm flows, along top of
cut slopes.
$. Final compaction report will be required for all rills greater than one foot. . -
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ra in shall be dine in conformance with recommendations of the '
9. All d � ^
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priliminary soils investigation by
dated I'wa sets or the ficial compaction report shrill be
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submitted to the Engineering Department ,which shall i is ude o
n and certification' that radia has been donee in A ""'
design recommendations a c grading � W11
i f h rilimina soils re ort. _ ! � �, -.canformai�ce with the recommentat ons o t e p ry p ,
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10. The contract shall notifythe Engineering department at least 24 hours in
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requesting finish lot rade and drainage inspection. This inspection
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must be approved prior to building permit final inspection for each lot. .;,�'' W.
Phone. 909 694-6411
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a ual to or neater than 5' in vertical height and rill slopes equal
11. Cutslopes �# g 8 P
to or greater than 5 in vertical height shall be planted with grass or ground
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the sloe form erosion and Instability in accordance with
cover to protect e p y
Code tin 17.08 prior to the approval of real
Cit Development Coe Seco
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inspection,. D � ° � � • ti �
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2 No rill hall be laced on eiistin round until the round has been cleared of Ut I
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weeds, debris, topsoil, and other deleterious material. - I• '
e to in terrain occurs upon which rill is to be laced the terrains
13, If steps p g p placed, � . . . .. F: �' •� ,
must be cleared, keyed, and benched into firm natural soil for full support. _
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Preparation shall be approved by a Registered Engineer prior to placement
of rill material. Af
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14. aurin rough radia operations and prior to construction of permanent -
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drainage structures temporary drainage control should be provided to I
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n in water and damage to adjacent properties. - '
prevent ponding g ,j p p 0 '"W,OGDAPHIC
15. Dust shatl be controlled b watering or other approved methods. .
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courses n the project site must continue to function
16, All existing drainage e c urs a p ,� , �TO� � jr
especially during storm conditions. Protective measures and temporary , .
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drainage provisions must be used to protect adjoining properties durin0
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grading operations.
17. Stabilitycalculations with a factor of at least one and rive- tenths(1.5)shall
be submitted b Soils engineer to the Engineering Department for cut and rill ' `
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slopes over 30 in vertical height.
building ad
18r A Registered Civil Engineer shall submit certificationof b g p
it elevations are required, the elevation with .
elevations. where s ec c e S- URVEYING P q � SAnielevation wi li res ect to
e t a mean sea level shall be even. If a t
resp e t ) Sp i �► , / '
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adjacent round surface is required, the actual distance above the adjacent I
round shall be given.
- 6 1830 .
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19. EROSION CONTROL. All graded slopes shall be planted with Roses .Ice � ����. �; �`. �� � ,:: �" •
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Plant at 12"on centers or another approved ground cover. Slopes over 15'
In vertical height, in addition to ground, cover, shall be planted with � , . � ' MARCHo 19918
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approved trees shrubs or combination h 'f
pp , c do t ereof. Shrubs shat! be planted at -
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10' on centers; tress 20' on center; combinations, 15' oil centers, Stopes " •
over 4' in vertical,height shall have permanent irrigation systems with
backflow prevention devices per U.F.C.Chapter 10.r.
NAME
0. 20: Finish grade shall be sloped away from all eiterior walls at not less than 1/4'
per root for a minimum of 3 feet.
21. No obstruction of flood plains or natural water courses shall be permitted.
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22. All property corners shall be clearly delineated in the fi
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commencement of any construction/grading, UA
23. Approval of these plans by the City or its agents does not relieve the .. ~~- �-�"-- ,
applicant and his engineer from the responsibility for the correction of errors .- - �, •
or omissions discovered during construction. Upon request,the appropriate - r
plan revisions shall be promptly submitted to the City Engineer for reviewLL ( / �• •
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and approval. - I■ ..
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Undo round Sovico,Alert ,,.� '. ;.
Calk. TOLL FRE.M.
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7WO V1 ORKINQ DAY BEFORE YOB! DIS
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_.. A Designed B Drawn B Checked B � Drawing Noy
CONSTRUCTION RECOR-00-0 11D DATE BY REVISIONS DA rE ACCT BENCH MARK �� �► Y � Y
CITYOFDEPARTMENT OF B xC WORKS
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P tons prepared tinder Supervision of
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