HomeMy WebLinkAboutM2012-0039Prinf on �0WP0
Worksheet for Building Combo Permit Application o� R@
'
Comm'I Residential City of Newport Beach - Building Division T
""
NOTE: PLAN CHECK FEE DUE AT TIME OF SgU/I
F,Building F Grading F—Drainage Elec 1 Mech
F Plum Cu YCu rd Fill A o
1�
Project Address (Not mailing address)
1 o A ` uite No
Description of Work
Use
9t-&4- 11 Dash r dock OA
# Stories #Units (if Res)!
Valuation $�' ir! ®®f1
New/Add SF! Remodel SF Garage/New/Add Material/Labor I V
OWNER'S NAME Last�I� First Vol"—
Owner's Address
Owner's E-mail Address
15555 Col®I
Jacquelyn.chung@sbcglobal.net
City Newport Beach State California
zip c 1� / Telephone 949.631.3121
APPLICANT'S NAME Last. Swift
First Pete
Applicant's Address
Applicant's E-mail Address
2027 Placentia Avenue
Jacquelyn.chung@sbcglobal.net
City Costa Mesa State California
Zi 92627 Telephone 949.631.3121
ARCHITECT/DESIGNER'S NAME Last �...�.�.�.............�.yd..-._..-._..-.�.....�....
First Lic. No.
Architect/Designer's Address
Architect/Designer's E-mail Address
City State
Zip Telephone]��'
ENGINEER'S NAME Last Bazley
First Tim Lic. No. 50019
Engineer's Address
Engineer's E-mail Address
2500 Via Cabrillo Marina Unit 200
Jacquelyn.chung@sbcglobal.net
City San Pedro State California
Zip 90731 Telephone 949.631.3121
CONTRACTOR'S NAME/COMPANY Swift Slip Dock and Pier Builders Lic. No. 797052 Class��
Contractor's Address
Contractor's E-mail Address
2027 Placentia Avenue
,Jacquelyn.chung@sbcglobal.net
W
City Costa Mesa State California
_m
Zip 92627 Telephone 949.631.3121
ENERGY P/C FEE .$ FIRE P/C FEE $
PERMIT NO.
GRADING P/C FEE $ PLANNING P/C FEE $
PLAN CHECK NO. AN 5--a0 l c_;X,
ELEC/PLUM/MECH P/C FEE $
PLAN CHECK FEE $
DEVELOPMENT #
TOTAL FEES PAID $
ill f A : t l
AA
M
CITY OF
NEMPORT BERCH
F1
M
FlUE
LFPER
NOVORT
BRY
'9c
.0
OCE-R
N
VICINITY MRP
mfw Bw, mumw
iG 36
STIAle- ()era
-lq
QMM
HARBOR RESOURCES D.
i
CITY of NEWPORT BEACH
__AA
L
,amL- AL1, i
At
IV
I 2OG
4-
-6
PLM V I BN 1 = 40'
[F7PPLIM'S MW vv� 120 NY• bAl 11 - 15
JOB FEWSS
HARLvR ,eERMIT APPLICATION
3. New
4. Fee
S. Brief Des
AFM
:,tionl!I Revision Maintenance t/Dredging
Check No. 4,,e v-2 Date /S -rim
Lption of Proposed Work: : e j -- �1
.�' bu �C�
6. Submit Drawings(3) Include: 1. Location and dimension of
proposed structure 2. Location of bulkhead 3. Location of
property lines and lot size 4. Location of channel markers within
200 feet of proposed project 5. Existing ground profile, and area
and profile of any dredginV with elevations showing depth
relative to MLLW 6. Elevations of top and bottom of piles and
bulkheads with respect to MLLW 7. Any special conditions
affectinv the construction or affecting ating operations. 7.
Owner Builder/Contractor Declaration/I anc formation
7. Applicant's/Agent''s Signature Date
8. Work can begin once the City has received evidence of the
following additional approvals and you have been notified to
proceed.
OFFICE USE ONLY
Approval in Concept. Date
Approval of
the
City of Newport Beach Council.
Date
Approval of
the
Army Corps of Engineers.
Date
Approval of
the
California Coastal Commission.
Date
V/ Approval of
the
City's Public Works Department.
Datej&7/ �
Approval of
the
City's Building Department.
Date
County of Orange.
Date
/ Issued. (Permit is stamped drawing) Date
1f Site Inspection.( all 644-304
c 3 foappointment) Date �Z
Site Re -Inspection. Date
Conditions:
OWNER -BUILDER DECLARATION
I hereby affirm that I am_exerrpt from the contractor's license
law for the following reasons`: (Sec.7031d.5, Business and
Professions Code) Any City or County which requires a permit to
construct, alter, improve, demolish, or repair any ._structure,
prior to;`its_issuance,,also requires the.applicant for'such
permit to file a signed statement that he is licensed pursuant to
the provision of the Contractors License Law (Chapter 91
commencing with Section 7000) of Division 3 of the Business and
Professions Code) or that he is exempt therefrom and the basis
for the alleged exemption. Any violation of Section 7031.5 by any
applicant for a permit . 'subjects the applicant to a, civil pernalty
for not more than five hundred dollarsY,($500).
I, as owner of the property, or my employees with wages as
ti—ir-sole compensation, will do the work, and the structure is
not intended or offered for sale (Sec. 7044, Business and
Professions Code: The Contractor's License Law does not apply to
an owner of property who builds or improves thereon, and who does
such work himself or throu5rh his own employees, provided that
such improvements are not intended or offered for sale. If,
however, the building or improvement is sold within one year of
completion, the owner -builder will have the burden of proving
that he did not build or improve for the propose for sale.)
I, as owner of the property , am exclusively contracting
wit icensed contractors to construct the project (Sec. 7044,
Business and Professions Code: The.Contractor's License Law does
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a Contractor'(s) License
pursuant to the Contractor's License Law).
I am exempt under Sec. of Business and
Professions Code for this reason:
Owner Signature
Date
contractor 5 ujL F l S (--1 P Telephoned
Address ':,30M S+,
License Class State Board No ..5 D,),0 City License No
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9
(commencing with Section 00) of Division 3 of the Business and
Professsions Code, and licis in full force and effect.
Contractor Signature Date
CITY OF NEWPORT BEACH
yg iG 36 ='
CITY .a 0
NEWPORT BERCH I _ r 1 t �- 1!
LPPERII
BRY
NZ
Lt O
/t 3
� � CERN
�' \ PROFILE 1` = 40'
YMNITY MRP m
MfMr NW, GUFMaR JETTY SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE
ELEVATIONS BRSED ON MEAN LOWER LOW WRIER.
iwsTAu. 3 /Yp.LA.)
G-CL� p G Q/LE'
T H� 12 H 10
7 __-., s• i�t��l�i3 LLQ/
j {
0 I
RPPLICANT'S NRME 11,4NCOC
CITY OF NEWPORIT EACH
HARBOR PERMUT
PEPMISSION IS HEREBY GRANTED TO CONSTRUCT AND
NAIAINTAIN THE FACILITY S,'HObNN ON THE REVERSE HEREOF,
AT THE SITE INDICATED, SUBJECT TO THE PROVISIONS OF
THE HARBOR PERMIT POLICIES OF NEWPORT BEACH AND
ANY SPECIAL COND;TiONS LISTED HEREON. THIS PERMIT
IS NOT TRANSFERABLE WITHOUT THE WRITTEN CONSENT OF
THE CITY HARBOR COaRDINATOR OR C17f COUNCIL. THE
RIGHTS GIVEN UNDER THIS PERMIT ARE PERMISSIVE ONLY
AND THIS PERMIT MAY SF- 'lffVOII�ED��- HE CITY COUNCIL
W H TITLE
17, , 7,
'h ACCORDANCE Z MUNICIPAL
:4 7
ATOR
1/-Zll -r
P-Rrviff NO, DATE
s
�
_
.:.
.w®BAL60A
•carr
�
1
q
^
O C- CbRoetA
YDEC
i1/1R
VICINITY SKE TCH
>:
Newport• Say C aliform, C' ,
N
-
Traced From tosAngelesU.S.e.O d". 815A-1
Soundings exp. -W--.0 irr FceA ernd emr.-Oft
deths 6C ow Afe re? Lower Low Water.•
W.W. O%W7`a . of MAW. sMs0,AWDx. /oft
ik
�
t i
�.9
R}hr'ry 170Jr
}
�
�
�' P'JFJ'�'
J + j P •r
;6:.,
Araa wf1 1
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'
� ♦ is '4s :�♦
r
12,
a4
A 4o f
SIL S
`mow
r
♦�
.,
l
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Proposeel
Pler4nd Landing Float
c
4
Ne • r+
Bay
iVewf*rt Beach, California
a
•� y V •—
A"fics0Ow batt w`.
........,_
..._.wv.
.,,« - - _ _`s.>r2sw:.....,. k:rwa.rua.,,tu..m..a:+:v.... ..� �» r...,a..,r+ .. a.... .._ ^d'^ tl 1 •'' T '^Y :�.�cq�l
Sol 113 L 9 salance 4 Is, 113 L 9 b* Jeolj
•
A
5 GA. SPIRAL SPACING
12 1/80
NOTE: Swiftlift handling devices burned off 314m; Chamfer
and remaining 3.78' X 2.5' deep
pocket filled with epoxy grout.
4 IW ¢ 27001 8trand4
. 5 0.*Dla. PVC Jet Tube -on C*ntorlin4
5 Ga. Spiral go 7.90 LD. Circle
SPECIFICATIONS
CLASS -- - - - - - - - - - - - - -- � Commercipi
CONCRETE MIX:--..t-----K-7
CONCRETE STRENGTH: ---1e=6000 P.S.I.
to z- 4000 P.Sj. $.Transfer
STRAND:-- - --- - - - - - - - 4 -.112" Dia. 270
01
A.S.T.M. A-414
SPIRAL: - - - - - - - - - - - - - 9 Ga. A.S.T.M.A-Si
AREA Of STEEL:------- .152 Sq. In. x .1trands
INITIAL FORCE I STRAND: 30,750 Lbs. x 4 Strands
PRE a-rRE a 8�..-.Froptcf
AT ANCHORAGE: - - - - - - - 1211,000 Lbe. + •
148
12"o PILE SECTION
U TALI T V VA Ut -t COO 712184
AUkMN, V" WILSONVILI.I. Of ft[ASANTCW. CA, CHANCK111. At ID
PA
84-82
V.
12"* XVA.R-I.ES PILE SECTION 0 *
-07-PP--;086.
ARRANGEMENT, A DETAIL'.,. A
L L I
out
7
k �y -
r-1 r-1
ci
cnbio vurd
at 28 d --
Z'-ei--_A_ _ L$QW__pgi-_pLt Aransfex—
tree es
rtreee
� eved seven u�.re _strand, 6, To-rAL•
1nSns1 e€L._.. 1 �g, in.
UtUq to on h 270,000 psi
I " ---- — x .6
tom--- 12-3/8" Working_-otre" _-- 1620000 nai
aP. _�{2j Gir. to Jn;�aea__ _+_3S,LQ90__p
a.a I spirals . In�. r�&�H_tI'0se -- -- 197.Q00_p8i
V
A.
as * •
0
,e. 3AN
obamfor
four ..
edges
11 ir
yL "_ I
7
Working stress i _ 162,'000 psi
in
I_Qrking f once _ per _p trand _-- 2�..jq_Q lbs
TO wo_rkL-ig.Force _ - _ /5"O�CoG61b8
Mfeoilyo prestress .-..- --- — f D4�ei
45° :hq-Xjr HARBOR PRECAST COMPANY
LONG 13EACt4. CALIFORNIA
botto:
PRES•T R ESSED CONCRETE PILES
12" SQUARE
DRAWN
D C • C
CHtCNCD
SCALE
APPROVED
DWG NO.
room Nr cc, .& "o it..r I—Al—
tee_ Baa LL
-Olde outletiof�YC jet Trbe-
1/3 L 6-9'
Balance 6 V
1!d L 4 b'
5 QA. SPIRAL SPACING
16 LL ,Pick Points
�f
- 12 1/a'
NOTE: Swlftlift handling devices burned off 3/4- Chamfer —�
and remaining 3.75' x 2.5' deep
pocket filled with epoxy grout.
4 - 112-0 270k atrandr
1 . $ "-.Dia. PVC dei Tube on Centerline
a Ga. spiral •o 7.6" LO. Circle
SPECIFICATIONS
CLASS*- - - - - ----- --- -
Commerclll
CONCRETE MIX: --.T --K-7
CONCRETE STRENGTH: _-fe =6000 ►.5.1. 0 29 Dara
Vey s. 4000 P.8.1: 0 Tranefsr
STRAND: - -- - - - - -- - 4 -,1/2" Dle. 270%
A.S.T.M. A-414
SPIRAL:_ - - -_ - - - i Ga. A.S.T.Y. A-91
AREA OF STEEL,- - -- --—- .1ls3 sq. la. x,4'.41rande
INITIAL FORCE 1 STRAND: - 30.780 Lbs. x 4 Strands
PRESTREB',, ORCE
AT ANCHORAGE: - -_-- -- 193.000 Lbs. +
14S iso. �tl. �t3� �►.'.a.
12"c0 PILE SECTION
_---_7 Awn N.Z. 's
t!T!L/TY V'AULr CST. � N.Z. 7/2/84
a_ AURl.1RN, Vda WILSO�tVlltt.02 PLEASANTON. CA CNANDLER,Alt
.84-92 '
12",� x V AR I E S PILE SECTION "'a
ARRANGEMENT S DETAIL -Q7 -PP -dogs;
Ll rtur
_:_... .. _. _.. .... _ _ ._...................:
o. k
�--- 12-31q" - �-{
rA
P. 2� c ir. to
spiralV
It
bo %0
"4Q.iCs_ q=_cQment_por cubic n d
at 28 dye --
Zoi- Z,.QOq_.AeJ__At Aransfer
' PRESTSE:SS IZ�� �TEEk._---
270K,,_uncoetgd stress
rat
eye(L e"en ire strand, 6, To7-Az_
2iosa1nsl e�L._..� 1i� sg. in.
II_ at�rorth 270,(?W_psi
x .6
1[nrking_�tse�$ --- 162,000 psi
-+'-33.,,000 r)si
_ -- -- _ .155 int
Initrial< f ax's_ mers brand—_00 lbs
bo
Y,
3%"
Pai
— 31-5/8" -�-{
chamfor
z
Lin
four
-- _ _ -- --,--.—.--
--- =-
edges
l Qrking f ox^oe _ per strand _-- 2 ,110 lbs
�vo_rking Force
l5-O,Co661ba
(
_ -
,b
•
Lr f oott�iyg prestress_....
04
JK
45° tihn. ;for
botto:
HARBOR PRECAST COMPANY
LONG 6EACV, CALIFORNIA
PRES"TRESSED CONCRETE PILES
12" SQUARE
0"AWW
CH[ck CO APPnOVCO
NCALE DWG No.
*m Ir... 1-43"
lu
=FLOATA-T-ION-;-41dCORP-OnA-T.
1645 Monrovia'Avenue T Costa Mesa, CA 92627
( 714 ) 645-2842 T Telex :678308 THOMPSON CSMA
Flange width 3'
on all 4 sides
FIGURE 2-- FLOATATION UNIT DIMENSIONS
Dimensions (in)
Welljht ( lbs)
Buoyancy
( lbs )
with plywood
in belt
water
Model
A
0
C
too cover
per inch
totsl
1117
63
36+
16
96
68.95
1,103.2
1118
68
36
20
10;
68.95
1,379.0
1 i 19
S `� 63
14.
9�u
68.95_______
973.9
1129
5' 6:
_36�
40' ���;
104
84.06 -..._.__
1_,187.6
113.0
( 72
"i -0
1
__-121--- –
' 02.74
1,151.2
1131
96
•'ru
14 .
11
140.0i
1,978,81
12V ----
� 72_
48 �
I�� --
12Q102.74
1.657.7
1231
x'9648
16__
167
140.0.1
2,259.0
t'� -- 1430
� 2 —...-__
�8 –
23 .
_ �....._ 145--------102.74
2 , 376.9
1431
�96
48
2.5
198
14034
3,519.8
Potent No. 0 270 529
/-ATG/_1AIT/C M4AP A 11,1D U-5 r2/C 5
FLOATA-T-1ON7-4NGGRPORhT-
1645 Monrovia'Avenue X Costa Mesa, CA 92627
(714) 645-2842 X Telex 678308 THOMPSON CSMA
Flange w1dth 3'
on all 4 sides
FIGURE 2- FLOATATION UNIT DIMENSIONS
Dimensions (in) uoijjht (lbs)
with plywood
Buoyancy (lbs)
In welt water
Model
A
8 __
C
top cover
per inch
101Gl
1117
63
36+
16
96
68.95
1,103:2
1118
68
3c
20
10
68.95
1,379..0
I63 19``
S ' 63
361'
14.�
�
68.95
973.9
1129
40'-�
1.04
84.06- -
-
---1,187.6
1,130
"` (; 72
'ri�
�
1�
122 "-- -
102.711
1,151.2
1131
9'96
- is
14.
1
140.0i
1,978.8
1230
----- 7?
78
yLL
1� ^�
128-------182.74
1,657.7
1231
f' 96
48
16
1_67
110. 01, _
259.0
1430
� 2 �
- 48
-
23-
115
102.74 �
_2,
2,376.9
1431
;' 96
48
2.5
198
14034
3,519.8
Patent No. 0 278 529
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MARINE CONSULTING & DESIGN
DATE
HANCOCK QCK
SCALE 324 EL MO
Vol DENA AVENUE NEWPORT BEACH, CA -92663,
714 642 - 2206
J�2 06, WEST 'BAY "AVE-. NEWPORT BEACH 7 CALIF J. m. 5WJFLJ of `vlls aTit
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NC CMARINE
-
sCA�� 324 EL MODENA AVENUE NEWPORT BEACH, CA 92663
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12 . WEST BAY AVE. NEWPORT EACH CALIF. J. N. 714 642 2206
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PER.hiIT
DREDGING APPLICATION
NO. f ZV
Project Location: 1206 W. Bav Ave.
1_sbie Yards to be Dredged: 90
Method cif Dredging: a%d1��21Ti r Crti n„
Nature of Dredged Material: sand /4� -► t
Disposition of Dredged Material:-,•,Qr,4n0rt to beach reclamation
`Iethod of Material Disposition: Pirell a transeort
T`=bidity Control Method: Rp at�Z+��+••,a eroi gni
_`feet of dredging on contiguous bulkheading and beaches
Reinforce/trotect bulkhead -restore sand to demleted beach
i r
Mark Sites , hereby state that I have read the U.
(print name
Cors of Engineers permit or maintenance dredging in Harcr,
City of Ne- ort Beach and Orange County Harbors,Beaches and Parks Discric
(if applicable) permit: for maintenance dredging and that I acceo a.; the
provisions therein. Additionally I guarantee that the proposed dredging
will nut occur because of any altering of existing use of the affected
Zone.
John W. Hancock
(Applicant -type name)
R -24-R7
(bate)
Trttra�naat'al nrQc��j
(Contractor -type inane)
Signed:
-ntracto='s
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PERMIT ISSUED SUSJECT To
DREDGE MATERIAL lItING
HAULED TO SEA
PLACED ON BEACH__ _!?&") �
SPECIALCOMMONS:
cm, Of Engam-ems Perraft
Orange c"nalty Pirmit
Other