HomeMy WebLinkAboutPD 06-06; AVIARA PREMIER SLOPE; Engineering Application./ ;,:./' ·: · ::.,"'\"'·.; ·····:·.. . , .. ,,. . ., .. ,, ::.-
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PROJECTNAME: Av,~rA. f®,.m .f(1JA~,ft1r6CTJ Siad£. R~,'/' DATE: t?6
PROJECT DESCRI~TION: ill,slr,rJ,:,fi: t;+ I -~ytf'S 'surftcA;A ~,$?-,G;/vri. . w,fi/n
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PROJECT ADDRESS: (?;50 · Ce, !h,,'\,ila. R-J, · ..
LOT NO(S).: ~d MAP NO.: /'J}{(/3 APN(S).:
NUMBER OF LOTS: / NUMBER OF ACRES:
OWNER: APPLICANT:
Mailing Address: Mailing Address:
Phone Number:
E-Mail:
I certify that I am the legal owner and that all. the above :
. information Is tru correct the !)eSt'of my knowledge. . . . "'
FIRM: , "'.Ji.,/ -1;:...:.f:s
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Phone Number: __;:_-">~--J/qQ Phone Number:
Fax Number: f[%-QI -119 '1 Fax Number:
E-Mail: ~'??ofl+@ fW(~ /1.U"
State Registration Number: ft l/j(qq ! 6t a1t./aO :;
E-Mail:
State Registration Number:
ADDffiONAL COMMENTS:
.. -IMPROVEMENT VALUATION . . . -. -~
i. What water distri~ is the proposed project located ·in? (check one)
~carlsbad Municipal Water District Oonvenhain Ovallecito~
2. If in the Carlsbad Municipal Water Disttjct, \Yhat :is the total cost estimate, including the °15% .
contingency fee,. fpr water and reclaimed water improvements, sewer (for Carlsbad Municipal
Water District only), street, public {median) litndscape and irrigation, and drainage improvements
(if applicable)? $
GRADING QUANTillES
clit ___ cy fill ___ cy remedial >{)0 cy irriport __ _ export ___ Of
. . ·see REVERSE SIDE t Fl:/DEVELOPMENT SERVICESIMASTERSIAppllcatlon for Engineering Plan Check Revised 1/14102
Legend
~
T-451
Approx. llmlts of recommended surfictal slope reconslructlon. Actual limll• to be determined In the field during reconstruction. by the Geolechnical Conwll:ant.
Approx. loealion of,teat pit elCCavallon (TenaPadtle~s,lnc.)
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· Detail Section A-A:
No!ToSealft
~Slo,-11ollonmatorPot,-JIU att.~dptrm.nufaeturK1 ---Chlmn.ydralncon,tnlc:t.dWttl ' ::::::~:li~~tJ::t~-----_c er.fflshouldbe plae.d'ata ma~~dnir
of20' o.c. In th• rrid portlof\of~ r~,~~r.~.
Approx. :W high Mnehes~ deftse' Ill or natural ,
NbTES:
1) The keyway excavation & keyway drain instalat10n shoukl be Inspected by lhe geotechnlcal cotls~nt
prior to b'ackfiU1ng.
2) All compaction i.lltlufd be observed & tested by lhe
geotechnlcal consullanl, Placement of the geogrid
layer$ shCluld b'e obi.eived by the geolechnlcal
consuttanl.
3) The geogrld layers should be toUed out along the
fiU fifts at 24 Inches {max.) Intervals & lapped at
least 12 inches at al splices for eonhnuity,
4) The son used for slope. reconstruction may consist
of on slte soil provided it is properly moisture
conditioned & free of vegetative matter & construction
debns. Mematively, imported son may be used
provided ii Is pre-approved by the geotechnlcal
consultant.
5) Slope replanting should be performed as soon as possible after reconstrucllon. tt is recommended Iha! draught lolerant deep roollng plants be used over the re-eonslructed slope face. Ultimately a
landscape architect should be contacted to provide
recommendations for replanting,
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