HomeMy WebLinkAbout10193198 - Permitcity of Santa Ana 20 Civic Center Plaza (M-19), Santa Ana, CA 92702 Building
Permit Counter: (714) 647-5800 lnspectaon Requests: (7'!.4) 667-2738 lnspector Section: (714) 647-5853
Permit #: {O{93{98
Pin #: 27372
Assessor's Parcel: 108403-04 Lot: 4
Bldgr Address Range Suite Range:
Zoning: Ri
\IL
Block: NA Tract: 5530 Historic: No
Building Use:
Job Type:
Nature of Work:
Existing Bldg. & Use
Proposed Use:
Single Family Dwelling
Miscellaneous
oemo Swimming Pool
SFD Watt garage
N/A
N/A
cBc 2016
A-0602320256J
1 st FL Area:
2nd FL Area:
Other Areas:
Garage Area
Total:
Patio:
T.l.Area:
Yards Req'd:
Valuation: S3,000.00
Occupancy:
Constr Type
Code:
Flood Zone:
# of Stories:
Description of Work: Demo and backfill swimming pool
IOI N
Owner:
Address
Phone:
Tenant:
Bill K Do
5110 W Davit Ave
Santa Ana, CA 927041707
(714) 331-9s40
Contractor: Coastal Estates & Oevelopn
Address: 10627 El Campo Ave
Fountain Valley, CA 92708
Phone: (7141955-1221
Stale Lic #: 945191
Lic Type: A, C-27
Bus. Lic # 341984
Workers' Compensation lnsurance:
Carfler: State Compensation lnsurance Fur
Policy #: 9088187
Expires: O2lO4l2O1A
Engineer
Address
'lt:Eftcp
Iro
(:ufl
6en
(tl I
6/8/201'l L0.37 ,
t12i .21
Devr.rlopment
Phone:
License #:
Architect /
Desiqner:
Address:
Phonel
License #:
Planning Approval Byl
Plan Checked By:
Permil lssued By:
NPDES lnsp. Req'd:
PWA lnsp. Req'd:
Planning lnsp. Req'd:
Landscaping lnsp. Req'd
$
Mar. Escarlet
Hernandez, Kathy
Date: 06/08/2017
Date;
Dale: 06/08/2017
Subject to Field:
lvlisc. Receipt
lvlisc. Receipt
t isc. Receipt
$149.25
$1.00
$20.56
s51.26
07776002 5160I Permit Fee
07776002 57672 Bldg. Slds. Revolving
07776002 57600 Geneel Plan Update
07175002 51501 lssuance
No
No
No
No
Fire lnsp. Req'd:
Police lnsp. Req'd
No
No Account#Total
Flood Zone Cert. Req'd: No
Every pemit issued shall become invalid unless the wo* on the site authonzed by
such permit is commanced within 180 days aftet its issuance,ot if lhe wo* authorized
on lhe site by such pe.mit ts suspendod or abandoned bt a peiod of180 days aftet
lha ttfie the v/ot|< is commenced
lnspector MtD# 2017-136657
01116002 51600
01116002 51601
01 1 16002 51612
$20.56
s200 5r
$1.00
$222.O7
$0 00
$222.07
Project Address: 5110 W Davit Ave Unit:
Planning Conditions:
Fee Total
Paid to Date
Balance Oue:
BUILDING. INSPECTOR RECORD
SITE.WORK DATE ID/SIG.COMMENTS O\INER Bl-rlLDER DEL,CAn TloN
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Forms/Steel/Holdowns
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Subf loor/VenVl nsulation
Shear Wall
Framing
ln s u la tio n/Energ y
Drywall
Ext./lnt. Lath
Brown Coat
Masonry
Pool Fence
T-Bar
Ha nd ica p Req
Deputy Final Report
Engineer Final Report
Flood Zone Certif
FINAL '7//q/r'7 a/;i/t y
Certi ficate of Occupancy T
Roof Sheathinq
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GEOTECHNICAL ! NTERNATIONAL
LAN & ASSOCIATES
Civil . Structure . Geotechnical . Topographic Sun,e1'
13139 tlarbor Bouloard. Garden Grove. CA 928'13
Tel: (714) 414-9215, Fax: (714)537 - 7974, Email: l-annhanr9,n'rhotrnai l.com
Project No. G1707270
Permit No. 10193198
Julv 18. 201 7
Bill K. Do
5 I l0 W. David Avenue
Santa Ana. CA92704
(7 r4) 33 1 - 9540
c.o. Ben Vo
(714) 478 - 6244
Subject:Geotechnical Engineer's Certification Of Demolition And Backlilling Of
Pre-Existing Swimming Pool For Abandoning Purpose Located at 5ll0
W. David Avenue. Santa Ana. Califomia 92704.
Dear Mr. Do/Mr. Vo
In accordance with the requirements of the City and per your request and authorization.
this certification has been prepared for the demolition and backfllling of the prc-existing
swimming pool located 5 I l0 W. David Avenue. Santa Ana. Califomia 92704.
We understand that creation ofdrainage holes along the bottom ofthe swimnring pool
by puncturing/breaking-out the pool shell bottom has bcen approved by the City
inspector prior to backfilting the swimming pool.
2. Removal oi the coping, bond beam, and upper portions of the swimming pool shell
side walls has also been perlbrmed and approved by the City Inspector.
3. All utility lines serving the swimming pool including electric. gas. and water lines
were terminated/disconnected/removed and plugged/capped in an approved manner,
and approved by the City Inspector.
4. Some concrete chunks of the removed coping. bond beam, and swimming pool shell
were placed along the bottom of the swimming pool to be used as a layer of free-
drainage-materials.
5. The regular soil fill materials generally consisted of yellowish bror,m silty fine sand
with traces of clay. were placed in thin lifts. added water by using a water hose. and
compacted to 907o relative density by using a Bobcat and a hand-held vibratory
compaction plate.
Conclusion: The demolition and backlilling of the pre-existing swimming pool is
considered geotechnically acceptable and suitable for the intended use for landscaping/
non-structural purposes.
Note: If a structural objeot such as a room addition is to be constructed at or near the
swimming pool backfill area in the future. a qualified geotechnical engineer should be
consulted and a soil report should be prepared for provision of geotechnical
recommendations for foundation design.
If you have any questions or required clarification. please contact this office. This
opportunity to be ol service is sincerely appreciated.
Very truly yours.
Lan N. Pham. P.E.
Chief Geotechnical Engineer
RCE 686. exp.03/31/19
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