HomeMy WebLinkAbout15-0835 (2) CITY OF DIAM4ND SA8
,� I DEPAR7 tTOFCO:H149[7I+ VELCIPMENTSERYSCES
21814 Coptey Dnve,Dlamond Bar,CA 41165 PRESS
� � t�9}�4-742tF Fex:t�4)861-3IIT BuIlding[nspeciiun Hotilne(9p9}839-7027 FIRMtY
Bt1ILDING PERMITAPP[.ICATiCYN
� �� J48 SITE ADDRESS APFLICATION DATE PlCk �7 '
� ISSUE pATE l �� PEFMI7q t�J;� '
a APF1 t,OT TRAGT ���.." +
y 4WNER A'1l/:H� �A1U#f 71'PE CpNST OCC GROUP R
� �'���E� �L 2pNING BETBACKS �
C{7y �fJ��7V}PJ�7t� E�pZIF TEl " �`� '�-/!/ FRpNT RW ❑
� APPUCANT TELlS�IS^.2]y�^$7�S` ❑ REAFi �__,
SIOEfSIDE STREET RYV 'i
{X}NTRAGTpFt C C. P�L SiDE ❑ �
� ADDAE�S73t� CR� L �
s CITY cG_+��_I�_�7JP S TEL —a PRpPOSED U8E__ � �
� AHCHIENQJDESIGNEfl
= AODRE55 #ON1E� UNtTS x STOAIE$ #BEDROQMS
CITY ZiP TEL
owxan amiom o�cwunox OE3CpiPTiQhI 5� FT FAGT6R PSF n.OJ aREAtvALUA710N �
� ��imeW f61em�M¢�'P�R'�DeA�7�et I a�¢mm0�mm mn fnmrecNte State ticeree!ew br Ne reaaNel SFR+nUDiftEM '
Indite�d 4eba'q'Nb e�¢Ck�uM1{9) I h3ve PIaza1�eri b the epGIWbIB Yem(51 15eC1�70318.�o9Yl0G iltl .............
� n�oro�camwndNaaenromtrem��eoem+�mammc�,.xw.ti+m�.e.a�imi.a�n�em "t I
a B4Ycdac�Moltofd188ua1Re�aIBORW�R9CNeGPIItanlbrA89���4atlqneda�ttlmtlamW w Faila+beck �
� mNarmsapunuemmmemoHYwaam.c�.smmuwm.c,wmaomrA{cwmm�c6qwilqsstlm+ '
�j of0lhalonJotNeBuelneaea�MPrataelareGativ]vmatheorsheberempthwnike�ureaMNeaasafm LL ��Pe f
� NBeIkCeUBXBmP�a'�ivbfatlond5ectlm70315ManYaPP�¢forapam9w4�iheaP�M�adwiP�QY � fttRmt ��
� ol not more Nen Ave Aun@'eG tlall8n($5Wj
(.)1.980M�t�111�h0 P�PS�iM pm'/B�IWqCSB wltl�wagq ii f�tl��6 �
�qdts�Im�wn�mUaNOlar�iPmU&re � Cammarcisl ',.
� ot Mo wnM,an0 the auucium Is rwt IMenOea a artentl h�ea�e{setlbn laaa Buvness enG arAnx�wm Cade 7Le �
Ca�bBclpB'SUb iken88�dw Webnql�M b an pmB+b P�Y whu.Uwu9��PbY��ar Ge�����,6WWs �i
� almpm�Betlleprop&typlPitl60tl18ttl191mpmV5m811trarerOtliR¢n�ard:�tw�IaAlwmrerUa�CNpm ,
UnA�emam�mitl wftl+!nme t�b��tha Pmw Bu�r w�&�areNa m�d Pl��4 tlw�a wesnd 6Wk i
� arlmpvua0brtmpurcwsa(aelej
� U1�d60MiEf01U6W9P0�iP..811@R116W0fj[9�U�bIGMMIkPif�faii�S�i6�¢9151NL[th8p19�0Gf� V8(UBFiqfi /�� /3�C2 �
7aas e�m�vsa ena araesoons ea61 rne caieames•srna;lema tarv aoas nat app6r m a�as�ca u�e�wi�a
� Ud0.salmparestAae�onv»wMmiNaMW4rePdeeGMmalk�etlfcertaxnW�emaromaCamaebxsS4ln 4t1AMlTY DESCRIPTION FEE i
� IkBroeUv) _
x (,)19MeMBRIPIhdnikBmuBuntlBltlre{AP094�t5i�tl�i}el3wk(the eea5w�ld}" � �
� �.
� ermr�re6�aw��b+mNatoemar,�rrcnrrvmeanmteslas�zsm»!den�mustimreraa�aednrztemcoi,g �I
� yYazprqrbrompienmd?Mi mtmaGWtl+isP�a�rofie9�'fsaiiBWixNletllHtllta�9bWttmm� � `� I
M%14T-6116d&IIKhffiIIOl68df�FSfi1"1&I411lt�ltll8tf bf k�IH8Q�E34tL4E 1 Uf10&Et811tlN@t0�''1MNB 0�1C2M0
$ �a�sec� ams a�e�abrecoae uw� ecoh�no�usunmmmam �
� tlre ete MSµMv�rykgh�m�r. " I
aDUE 5�7.�. �
� IhaebYellNmWdetP4��YMWhmYGmtlan unUaPulsbrtaNlaup�4lmnmendn0wlm5actlon7pt10�
at0�eimn9offiB8��mM {ypaB�MmYUwn9emi�',1tb�ceandeRetl � i
� t�EECth.iS �^^ �},���7 ! (
� IAIVTl�6Lf9R t �
� - WtNCffA'S t10N�CLNIATIDN �
� IHEt{E8YA4flPotiWDERPEJ141.TYpFPE1WRt0'£OFiHEPoUAWING�ECtAFA710Y5 /+ E
� �..._�htw aM wN m�mpM a Gg�iaa�W CpveM 1p Titlt Imure brNpYer§fum�wohon m qwided try CONS7RUGTIpN !J� p�
Sec49nS70pCIhst86aCaE0M1g�ep9Y.mmmte�!hewqltMwl�l�tl�IsparmltlalsrueG p{„q�.jREV1EW �
� Ihanand�mavdalnWqYsrgCm�p�tlmi�mrceasrequkedey5atlma]o0olma�.eborCoaeitr ELECIRIC
Cm� 9bor
� �tl�9�ApmBYBoi^.hewprkMxTdtli•JaepemdtlsieeueJMyWmker4CampensetlMlM1surenC8C,8fiier811tl
8
sd fldiryNantrers�e PtUMBING �
� Cfu�PoEN_���N� MECHANICAI. �.
���'`�� INSPEGTION FEE
t1F�69ECI1ot1t8vNmeECOhPlE7F9f1HEP8u,u�5F0Aa1EN110PIDDULv5�310P�OHL�d1 1SSUANCE .��} �
1�9YymiSlntlRpO!tOrman�RTNekPkipfwfilG�N�9p9rmXISI3W¢G 19M1aIIrqlemP'at�YG�laarryre�rermacm r
� m�e�,nRamma c4�w�uu�smcaavmao,a icwec��4�mmaw.w�a SMIP ,.I�}.
9
. m� on ma�uqmme ��oN+�+��o-'wkare ENER6VPlC
......... �
� IX4TE SWwUCPNT —� ENERCaY PERMIT r '....
� YlAANNlG FeINre tn aeare WarYerg u iage Is�nlawfui znd e�eil wh�t an empb5et b Gtn§W RETENTiON FEE }�� �
peneltlm eM cMl flnae up in ore hundietl 0»u�ntl tlnitvs(glco0pq N aitl�n m i�e cmt ci de cqnpera6a^on
tlamagea a5 pmvldetl Nr In aec�bn 3'/OBot ma���ode mreravl ene erramay'afem PRE-ALT FEE_....... �
GONSmtICn6XlEN�A�31Ci' 0$AF � �
,�, I ABrebY elfl�m undm Pe��Y d PBA�Y tAel tfcm 6 a Cant4ut0on L�WnB�Y for tlre P��W tlm wM1 far ,.
� whKh NiB pBm411019uBtl�SEE'.WN7,CIY C i i
— IEN�f1iSN(01E
� !fNqEPSADP�S3 �
TOTALFEES
� IrRNrytlt@SiheVgl�dQilsdPP'�Sd'q1��fA�Wih311M84m8hMna0ani9iartBitl3pr88tomrtiplywpii�ttlqand �� I
mumYmNwaasentlebmwv+s�eWihAroW�N+vcu�utlbn.mdno�aMaumakereP�e�tatt+esm�m�ym COMMEPIrS
aXefup�nNe m0inimsUProPa'fitalraPacUm71N�9 i
� � , � ,
'� PeiMRrtE E6RllM1 //i
� "'�� rT �� 1
_..._ /'�.. �
SI6NA11NE�PENFd OAi RECETPik PNDBY'_4_7d.J— �......VWJDATON �.�......_...._ (
Wti�TE—depemn¢neCopyY�(.Ww—F4�gixaCopyPINK—.sesesaorGopy,G� b—FNeCopypREEN—AppllcanibGopy
C17Y f?F DIAMONQ BAR
INSPECTIQ�,.R�ORD : ',
i I �� n�i oi� i n ���
'I��• �. i� � . ! 0� � ! + • - �
SETBAGKf(EfIER ' TE3ACTAPIDLFDGFR
_ ._.... _..___.............. ....--
FOOTINGS F6RMS ! SW(TCH GEAR
�SLA$ �, .�. � '..... COMMEflCIAI HOOD ���������— '..
U6 RlUMBING �--'J' T-BAR
_......__
U6 ELECTRI{;Al �,, . ��������� .�.�.�.�. INTERGEPTfR
..._ ...................._.........
UFER GR6UN0 HOT M�P/SHOWERPAH i
SEWER 44TERAL ' SEPTIC/CESSP�OL �
MAIN WATER LINf NEHS REPORT RECEIVEO i
--- � � ,,,.
SEWERCLEANQUT DEMOLITION (� /5� r' !
...._ _
BpQP SHEATHING 'ROOF pRAtNS
FL60R SHEATHING ''����.R�UGH CONDUtT
�FiEAR WALLS EXTERIqR ___ ;p44t1SPA
5HFAR WALI.5INTEHIpR ftQUGH Pl.UMBING
fRAMINGNENTWG i ROUGH EkECTR9CAl
RpUGH MECHANICAI. F�OUGN MEGHANtGAi.
_
R�UGH ELECTRICAL W{ �C i l � GASTEST ''��
... ............. ...................._ , --
RQUGH PLUMBING '�, PRE GI1NiTE
fNSUTATf(IN WALL ': P06L PRE DEGS{B�NOING
iNSUTATIpN GEI(.tNG ''��. P-TFiRF
DflY�A+ALk FEiJf�/GATN ALARM
LATH PR -- ' FINAL POOL
IATN fXTER10R ''� WALLS ��
Ut7N 1NTEflIOR i WALL FODTINGlSTEEL
fi�AS TEST WAI.L STEEL t�'{ J 2�at )LIFT
SCflATCH GQqT WAI.L BaN�BEAM
EI.ECTHIC METER RELEASE ' WALL ORAINJ SEAL
GAS METER RELEASE '���... WALL FINAL
SPECIAL INSPEC7IDN RO.I�M9dlGPLANNIt�t�PPR0VA1
FINALBUIL�ING ' -�" RO(It�HFi1tEAPPAOVAL
FINAL MECHANIGAL � f1MAL FIRE DEpARTMENT �'�.
FINAL ELECTRICAL FIMAF.PI.ANHtNG
.... ....
FlNAI PLUMBING ' ' '' �INA{.ENGIHEERINGt RW �
TC oFpCGUPANCY PINALGUAfiMUHi7YSEiiY1GES '
CERT.df OG1.�lPANC1T FItlAI.NEALTN DEPT
fIHAI.tMIkISTRIAL WASTE ��' ��'.
GC3MMENTS
DC}N 5t}tLS ENGtNEE12ING, CC!
CUNSUL t[NG GEU 1 C�Hyt{,AL bNL+IhLLRS
2225 S LA BRFA AV£NUE LOS ANGBLES,CA90UI6 I Ct, (�23)936-67b3 FAY {323)93b•438t
June 12, 2015
Pro�ect No G-3032
NS�chael Yang
1830 Dramond Knoll Lane
Diamand �ar, Calkfomia
Sub�ec[ COhfPACTI{litii REPORT{SECOIVF)Ak2Y-STRtJCTtIRAL FILL)
Yroposed Sw�mming Poo3 Backfill
1$30 Diamond if.noil Lane
D�amond Bar, Cahiorma
ItdTRdDUCTION
3ubmttted herewith is a summary aFthe obseruation and testing services provided
from May 25, 2015 through June 11, 241 S by I7on Soils �ng�neermg, Co , dunn�grad�n�
ogerations �Chese observat�ans and tests were requ�red �n order to comply wuh the C�ty
of I��amonr3 �ar gradmg ordinances
'Chc putpose af the grad�ng was Eo prov�c�e slab-on-grade area after backfilling the
ex�sting swimming poot (secondury structural Pill)
SI`PE COND[T10NS
fhe sub,{ect site is locared on the north stde of I��amond Knoll Lane in the City of
DiarnQnd 13ar
The apprax�mate locat�on of fseld density tesis and limits of cert�f'ted fil! �s
shown on I7raw�ng A ASTM I7-1 SS? was used for the laboratory standard For
max�mum dens�ty and ASTM D-I556 for field dens�ty test method
GENERAL CrRADTf�IG PtLOCEi,}t112E
�fie following is a discussion of the grading oparations as they were psrformed on the
subject s�te
1 T'he concrete shell of existmg swimming poot was remavsd to 2 feet frorn
ex�sting surface Ex�sting gunite perimeter wall is also remained There were
three holes, approx�mately 4' diameter, on bc�ttom of e�usting aoncrete shell for
drainage. The hole was filed wxth'f¢"orushed rock after rernoving cancrete
2 Deleterious materiats at the area to bc graded, such as concrete debris, were
removed and disposed of off-site prior to gradin$
3 The depth of compacted fill was approximately 3 to b feei
4 Fili, consist�ng of import mater�als (sandy, clayey srlt (ML}), placed in 1�fts
restncted ta eight inches sn thickness, watered or exr-drred as requued to achyeve
adequate maisture condittons,compscted to a mm�rnum relative cpmpactian af 90
percent of the laboratory standard The saits were cnmpacted mechanGcally by
oonsiruction equypment
5 The appraximate looations af alt tests taken wrthin the graded l�mits �ncluded in
this report and test results aze shown an the enclosed Drawing A and Table iI
Lah density tsst result is presented at the end af this report in Table I
COhICLt7S10N AND RECCIMMENDATIONS
The observaaons and test resuits indicate that the cpmpactian was accomplished in
accordance wah tha City of D�amand Baz grad�n$ardmance
The canclusion and recammendat�ons contained herem have beea based upon our
observation and tesnng as noted Services performed by Don Soiis Engrneering Go were
prepared m accordance with generalty accepted geotechnccal engmcenng pnnc�pals and
pracdces No other waRanty, expressed or �mplied, is made as to the conclus�ons and
professional advice mciuded m this regort
Th�s repan pertams on�y ta the gradin� and compactfon w�th�n specified stte as
descnbed herem and is sub,�ec1 to rev�ew by thc appropnate regul:�tm� agenc�es
Very truly yvurs,
Donghyun Y�mlCivit Engineer 44�fEssr3,�,:�
�v° sti�,xrur� . ",� .
I,;ut
�cs ` ,.� .
r ? �
(t� N 5r7;n r^
. 'su�+ Exp ��jl��ry61�}
� f �Ja
`vl,�t C • t '�%
F � �������,�
�
TABLE ]
LABORATdRY TEST SUMMARY
Soii ClassiTicatittn �tax�mum Opumum
'Fype I)ry Dens�ty Motsture
Ibs Icub fl °fo Dry Wt
1 Silt, sandy, claye}= gray !12 S i 1 2
(5111} brawn
TABLE 11
���,A�rivr-. coM��cr�4�v su����
Tes� Date of Depth Soil Type Mo3slure 1�ry Unit ftelat�ve
No Test Below Fm Content Weight Compactrt�n
Grade(ft ) (percent) (pounds
per cub�c
foot)
1 Ob10�I115 4 1 10 $ I p 1 4 90 1
2 Ob109!I 5 2 1 1 Q 6 143 8 92 3
3 06111115 1 I 109 !03 3 91 8
4 U6!1 I11 S On-$rade 1 i 2 5 I 04 2 92 6
5 06f11115 t}n-grade i 12 8 t{}4 4 92 8
. ,
PLOT PLAN AND TEST LOCATIONS
`—_T-,T..--- ;=��-- � -r�—�__---------
' � �"' _ ----
+ . ..� ^'; � ---�Pr�j�ec�--Are
� ' .. )� - �r
tiw_�,L�Y �-r �� l . �
� � �
�� ��. . � ��° � � } � �
�� �,.�. � � ,
i /', \.' a � ._. — � . �
1 `- \ _' 1�� � � ^ i i
� ��� � �'/ ` �; /-� ��/1
., , r— _� �'
\�aa � ' _ �
\�r,5, � . ..._. . '/
�
` �`'. � � I � ��
n\� a, ` �/
\ ,�\ ' ,! W` .,-'' G J
�� -� J. . . -..
.� .
�� -�.�; �: :�: � �� .
Projec_t Ar� ��, �• .•� .
/ Y�- > > �,� ' �.�• , N.T.S.
�a -- - - -.- - - �
J „—�J���I !� \�� �
� �a o. o�ll��/ •w�,�
- , L� � �j " � �
� ' 3• °�'>:I�i� \ '
_ � • w i�+ i
� i � �
� I �' � - i
�
� r` ��' >* I,j Legend
I � �_ 't' i �il
� I � a� (
� -,I I� �� �{ � S ' ',li� ' : the limit of compacted fill
i ��,� �� � ;I �i � : the depth of compacted fill
I
� � ���� �� : test no. and approximate
� - � � locations
i �� � - -
L - - � i
( scale 1 '�=20 ' )
PROPOSED SWIMMING POOL BACKFILL
1830 DIAMOND KNOLL PROJECT NO G-3032
DIAMOND BAR, CALIFORNIA DRAWINO A
DON SOILS ENGINEERING, CO
CONSULTING FOUNDATION ENGINEERS 8 ENGINEERING GEOLOGIST
CITY QF DIAMOND BAR
I7EYARTMEht'C�F BUILDING AND SAFETY
ENGIhEEEt'S CERTIFICA`iE OF COMPLIAUCC F{3R C4IviPACT£D EAR"t'H C'[LLS
LOCATIC7N OF F]LL APiV No 8702-(f10-q60
J�B ADI}RESS 183{l I7IAMOND ICNQLL LANE DIAMC}ND BAI2 ,CALtFORNIA
SC}IL TE3TtNG AGENCY DON S{}ILS ENGiN�ERtnG, �d
PROPERTY 4WhE.R'S NAME MICHAEL YANG
QWI�ECt'S ADDE{�SS 1834 L7IAMOND Kl�OLI. [.ANE. DIAM(?ND I3A[t
PE;R REPOR7'S C7N dUR PRf)JL"CT l�(? C;-3432
DATE WC}RK STARTED C}N PRC3JECT MAY 25, 2p15
I�A'i'E F1LL WAS GOMPLETED JUNE I l, 2015
L?ATE OF THiS CERTIFICATG JUNE 12, 2Q15
TO TH� 3UPERINTENDEMT C}F' BUIi.DING
�l hereby certify thai 1 have personaily inspected end tested the ptac�ng of compacted
earth fil{ on ih� above described propeny, and �n tfte ba } "these tnspectwns and tesis
.,,70FC3_�.'��
u is my opm�on that the same �ti�as placed in ca Q_ ��yHwt�fth � equuements af the
Californ�a Ba�Idmg Code � o°� '� �''�
�' Na 5�T"n / � �
sc E%F f��J'�'l
� 1 �sr,�r C�_�Y /��� 1` \
� CA_
Civ�t Enp,s�ees CS 73
+ For the purpose of th�s Ceruficate, to "have perscrnally inspected and tested" shatl
�nclude inspecuon and tesung gerforrned by any person respons�bie to the l�censed
engineer sigmng th�s cert�ficate Where the �nspect�on and tesung af all or part of the
work abave �s delegated, Full responsib�fity shall be assumed by the I�censed engineer
whose si�nature affixed �hereon