HomeMy WebLinkAboutM2024-0076 - Accessibility Hardship Requestw'IPl j e CITY OF NEWPORT BEACH �q 49V
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COMMUNITY DEVELOPMENT DEPARTMENT RI r
.K - BUILDING DIVISION ciry 3<02S
C,9�/FOflN'P 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 ppRr, F
www.newportbeachca.gov 1 (949) 644-3200 E9cy
DOCUMENTATION OF UNREASONABLE HARDSHIP — $387.00
O FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS UNDER CASE NO.:
$200,399' CBC 11B-202.4 — EXCEPTION: 8 (FILL OUT PAGES 1 & 2) H 2O24- 0.5
❑ FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS OVER
$200,399` CBC 11B-202.4 — EXCEPTION: 8 (FILL OUT PAGES 1 & 2)
MUST BE ACCOMPANIED WITH RATIFICATION APPLICATION ..
❑ FINDING OF TECHNICAL INFEASIBILITY FOR PROJECTS PER
CBC 11B-202.3 - EXCEPTION: 2 (FILL OUT PAGES1, 2 & 3)
A. JOB ADDRESS: 100 E Coast Hwy, Newport Beach, CA 92660
SUITE NO.
B. PROPERTY OWNER: Bayside Village Marina, LLC
Address: 300 E Coast Hwy City Newport Beach
State: CA Zip: 92660 Phone No. 949-673-1331
C. APPLICANT: watercoast Engineering, LLC
Position/Relationship: Contractor
Address: 1133 Camelback St, Unit 9916 City Newport Beach
State: CA Zip 92658 Phone No.: 949-209-0706
Email: jtomas@watercoasteng.com
PROJECT INFORMATION:
P/C. #: rG2o2`f- (54 I
Permit #: M 1621f — 007G
Use: Cua-14tyuo10c<14
Stories: /✓ A
Verified by: i%
Receipt #: op 2 3UZ - 202S
DISTRIBUTION:
W Owner
tff Petitioner
M P/C Eng 65
❑ Inspector
❑ Other
An unreasonable hardship exists where the cost of providing an accessible entrance, path of travel, sanitary
facilities, public phones, drinking fountains, etc. exceeds 20% of the cost of project without these features.
The actual work of the project must comply with current code and an additional amount equal to at least 20%
of the cost of the project must be spent to improve required accessibility features that are not in compliance
with current code.
In choosing which accessible elements to provide, priority should be given to those elements that will provide
the greatest access, in the following order: 1) An accessible primary entrance; 2) An accessible route to the
altered area; 3) At least one accessible restroom for each sex; 4) Accessible public telephones (when
provided); 5) Accessible drinking fountains (when provided); 6) When possible, additional accessible
elements such as additional parking, storage and alarms.
To request an unreasonable hardship, complete the attached worksheet, and prepare a site and floor
plan of the existing and proposed accessibility improvements. This information must be submitted to
the Building Division in duplicate, prior to processing a permit application. One copy of the approval or denial
will be returned to the applicant.
For projects exceeding the valuation threshold of $200,399, a hardship approval can only be obtained
through a ratification application and hardship application.
The $200,399 is based on $50,000 in 1981 dollars as of January 1, 2023.
Ratification form can be obtained at: https://www.newportbeachca.pov/ratificationform
Forms\Hardship 0803/2024
Address. 100 E Coast Hwy, Newport Beach, CA 92660 P/C #: 2024-1591
1. Total Cost of Construction contemplated (not including disabled access work) $ 50,000
Identify the accessibility features, which will NOT be brought into compliance if the request is granted.
Provide an estimate of the cost of compliance for each item.
❑ Path of travel to entrance (ramps, walks) ............................................ $
❑ Path of travel to altered area(s)............................................................... $
❑ Sanitary facilities (restrooms)................................................................. $
❑ Parking.................................................................................................... $
❑ Drinking fountain(s)................................................................................ $
❑ Accessible phone(s)............................................................................... $
❑ Accessible signage................................................................................. $
OOther GangwaY.............................................................................................. $ 75,000
Total cost of providing compliance:..... $ 75,000
Identify the accessibility features and equivalent facilities, which will be provided or brought into
compliance as required by Code. Provide an estimate of the cost of each item.
a Door at path of walkway from parking lot to dock and Restroom (Latch & kickplats) $ 1,000
b Access Door located at the beginning of the dock platform (Kickplate) $ 750
C. $
d. $
e. $
f. $
Total: $ 2,750
2. Technically infeasibility — if applicable complete Page 3 of this application
3. Fill out this section if the path of travel from the disabled parking spaces to the tenant space
is not accessible. List projects (tenant improvements, additions, remodels, etc.) performed within
previous three years where no disabled access improvement was performed in conjunction with the
project. State description, date, and cost.
None, ADA work was done in previous projects even there have been just ADA projects throughout the property to accommodate everyone's needs.
The applicant understands that although the City may approve this request of unreasonable hardship
and the proposed equivalent access, the City reserves the right to require additional access
compliance upon receiving a complaint of inadequate access at this location.
4. Jorge Tomas, Watercoast Engineering, LLC 2-7-2025
(Applicants Name or Authorized Representative) (Date)
5. 2-7-2025
(Applicants Signature) (Date)
FOR-GlTY USE ONLY
Approved ❑ Denied By. _ \1 e)3 i�
(Chieftiuil ing C1 h J (Date) / /
FonnsWardship 08/13/2024 2
Address: 100 E Coast Hwy, Newport Beach, CA 92660 P/C #: 2024-1591
TECHNICALLY INFEASIBLE. An alteration of a building or a facility that has little likelihood of being
accomplished because the existing structural conditions require the removal or alteration of a load -bearing
member that is an essential part of the structural frame, or because other existing physical or site
constraints prohibit modification or addition of elements, spaces or features which are in full and strict
compliance with the minimum requirements for new construction and which are necessary to provide
accessibility.
Describe why the nature of accessibility is technically infeasible:
Describe how equivalent facilitation will be provided:
For sWardship 08/13/2024 3
STRUCTURAL GENERAL NOTES
GENERAL REQUIREMENTS
1. CONSTRUCTION 91111 BE IN CONFORMITY WITH THE 2022 ED I W OF THE
CALIFORNIA BUILDING CODE CDC AND ALL ARUCABLE LOCAL AND STATE
OWES AND WDNANCES. INCLUDING HUNTINGTON BEACH MUNICIPAL CODE
HBMC).
2. COMPANIES SHALL CONSUL WITH REPRESENTATIVES ON CITY AND UTWY
OR DONNE CONCERNING AYAUBLE OR
EEFORE D REPORT A WORK
ON CONNECTING TO SEDER, PIPING U MRNG ETC., AND REPORT ANY
CALLED 'ME
1D'BLUE XO6ZON CGNSULINC ENGINEERS INC' NEREIUAFlFA
GIBED'THE SMALL
1. CONTRACTOR SHALL PROVIDE BARRICADES AND Pm I PR PROTECTION
AS ADJACENT
P BY STALE BANDEFORE
IDOL COBB,NCINAN FULLY PROTECT ALL
PONTRA T PROPERTIES BE1TIfd COMMENCING ANY WORN.
4. COMPACTOR SHALL MY M ALL AL AND/OR
AND CONDITIONS AT JOB SITE
PRIOR RE REPORT
ANY ANY MATERIAL AND/OR COMMENCING WORK AND
SMALL REPORT ANY DISCTEPANCIES T] 'ME E MERIS'.
S 140OMISSIONSAN OR CONFTAILS S L BE BR VARIOUS ELEMENTS TI THE DRAWINGS,
NOTES AND AND
REG SHALL BE E PRO TO I WE ATTENTION X. 'THE
ENGINEER' AND RETUNED BEFORE PRONE DIME WTTH THE WOBE.
S. 00 NOT SONS RETA TIE DRAWINGS. MfMOTI OIYEYI SHALL BE USED
T. IS MO A DEEM, TYPICAL DERAIL SECTION. TYPICA FOR M OR A NOTE
IS SHOWN FM ONE UNLESSMINDIDION. IT SHALL ALSO APTLY FOR ALL LINE OR
SMILER VRON MNS UNLESS NOIEO OTHERWISE
8. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT N PIECED ONFRAMED
CK ROS LA ROOF. LOAD SMALL Nm IXC® DESIGN LINE LOAD FOR EACH
PARTICULAR LLVEL
FOUNDATIONS
PIUNG DESIGN IS BASED ON ME RECOMMENDATIONS CONTAINED IN
THE TABLE 1806.2 OF THE CSC.
GROUT
GROUT SHALL BE HIGH STRENGTH DRY PACKED NON -SHRINK GROUT
SURFACE IN CONTACT WITH GROAT SHALL BE CLEANED. FREE OF CREASE AND
LAITANCE.
NAILING AND FASTENERS
I. ALL NAILS. FA51ENERS AND HARDWARE SHALL BE STAINLLSS. HOT DIP GALVANIZED
OR EPDXY COATED.
2. ALL NAB SHALL BE 16d (0.148- DIAMETER) HI THREAD NAILS. MR
MINIMUM BENDING YIELD STENNCTH OF FY 90,000 PS, U.N.O.
3. NUKING SHALL BE IN ACCORDANCE MW CHAPTER M OF WE WC U.N.O. ON TIE DRAWINGS.
4. ALL HARDWARE SHALL BE MANUFACTCRED BY'9MPSON SHHONFTE CO., NC.'
AND MALL RAW A VALID FCC NUMBER ON TIE PRODUCT. ANY DEVIATOR FROM
ME APPROVED PRODUCTS MUST BE APPROVED IN ME PLAN CHECK OFLCE,
AND NOT BY WE FIELD INSPECTOR.
5. ALL HARDWARE SHALL BE INSP LLFD PER MAHUFACTURERrS RECOMMENDATIONS.
BLIND NAILING SHALL NOT BE ACCEPTABLE AND BILL BE REJECTED.
STEEL
1. PLATES SHALL CONFORM TD AS.T.M. A36.
1 STEEL PIPES SHAG CONFORM TO A.S.TM. A53 GRADE B.
1 ALL BUTS SHALL CONFORM TO A.STM. MET, UMESS Nam OTHFRMSE MERE HINT
STRENGTH (H.S.) SO.TS ARE STEMMED, THEY SHALL BE MINIMUM Y4' DIAMETER AND
CONFORM T] AS.TM. A325 RC CLASS A UNLESS NOTE OMERMSE ON TIE PANS_
THE INSTALLATION OF H.S. BUTS SHALL BE INSPECTED BY A RFGISIETED DEPUTY
INSPECTM APPROVED BY THE BNLDWG DEPARTMENT.
4. ALL BOLTS RUES N STEFl MEMBERS MALL BE STANDARD HOES, U.N.O.
5. FABRICATION AND ERECTOR SHALL CONFORM TO THE 130 ERROR OF M.S.C. SPECIFICATIONS.
S. ALL HOES FOR EDLTS IN STRUCTURAL STIM. SHALL BE DRILLED OR PUNCHED. BURNING
OF HOLES SHALL NOT BE PERMITTED.
T ALL SML SHALL HE STAINLESS (TYPE 315), XDT DIP GALVANIZED OR EPDXY
COATED.
WELDING
1. ALL WELDING SHALL BE DONE USING ME SHIELDED MCWIC ARC PROCESS BY CERTIFIED
WIELDERS, USING "ION EEmRWES.
2. W ING OF SIFFL REINFORCING BARS SHALL BE DONE MTH LOW HYDROGEN ELECTRODES.
A233, CLASS EIB%X SORES.
3. W S CENTF® AS REWIRING CONTINUOUS OR PERIODIC SPECIAL INWECTON NEED NOR
HAVE SPECIAL INSPECTION MMEN WE➢ING IS DONE IN AN MRRONL FABRICATUR'S SHOP,
HOWFRR, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE Or COMPLIANCE IN
ACCORDANCE WTH CSC.
SOLID SAWN MEMBERS AND GLU-LAM BEAMS
1. ALL WOO -CONSTRUCTION DRUGS SHALL HAVE FflMMING THAT INCLUDES
CROSS -MEMBERS THAT PROVIDE RIGID CONNECTOR TO TIE FULL-LENGTH
STRINGER& ALL CONNECTORS SHALL BE MADE USNG THRU-BOLTS.
0) COMMERCIAL DOCK FRAMING: FOR NDEPENDENT LONG DOCKS THAT FLOAT
FIMELLY AM DO NOT HAVE DOCKS AND/W FINGERS ATTACHED MR STMIISY.
ALL PRIMARY WAD CARRYING FRAMING MEMBERS SHALL BE FABRICATED MOM
GLUED-UMNATD BEAM CWSTRUCTICN, TO PREVENT WMPAGE OF THE MAJOR
MEMBERS. CONTRIBUTING TO DOCK INSTABEItt.
2 ALLOWABLE STRESSES FOR HARBOR STRUCTURES MARL NOT EXCEED THOSE
STATED IN THE 'CMXORNIA BUILDING CODI
3. TINDER USED FOR WAKING DEWS SHALL HAVE A MINIMUM NET THICKNESS C£ %
INCHES.
4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS DIM SELECT STRUCTURAL
SAYM TIMBER PER OTHER FRAMING MEMBERS MI BE DWGU55 FlR. No.1
MNIMUM.
5. OWEO-LAMINATED TIMBER SHALL BE DOUGLASS KR ZVF VB, MOUS RUM. GRADE
FOR APPLICATION N WEF ENVIRONMENT. FABRICATION! SHALL COMPLY WTI
PRODUCT STANDARD PS 56-73, SWUCNRAL CLUED LAMINATED TIMBER'.
B. WALKING SURFACES SHALL HAVE A NON -SOD FIN9H AND HE MANTMNEO
PMWOICALLT ON MEN AMP! AND UNSAFE TREATED TIMBER DEMING REWMES
NO FURTHER NON-SKID NNISM
T. DAENSIONAL LUMBER IS NOT REWIRED TD BE PANTED. HONEVER, IF TIE
ARUCANT CHO SES TO PANT, SUCH PANT SHALL BE MMNTNNM TO GOOD
COMMON AND APPEARANCE.
8. PLYWOOD UTNZED WMIN DOOM FRAMING SYSTEM SHALL BE MHEFIOR GRADE
A
9. MIGHT OF TREATED DOUGLAS RR SHALL BE ASSUMED TO BE 35 POUNDS PER
OUBIC FOOT.
10. ALL TIMBER USED FOR OOd( CONSTRUCTION SHALL BE MARKED MIN THE
APPROPRIATE GRADE OF MATERIAL AND PRESERVATIVE TREATMENT. OR MAY BE
SUBJECT TO REJECTION BY THE CITY INSPECTOR.
11. WOW PRESERVATIVE FOR TIMBER:
PRUB1, JK'W[S [ Na wrv[ Ilu - M2 VANVc IxulMcrvl BY vN[5 Ul
IES
b) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND
GUIDWNES FOR THE TYPE AND APPUCATION OF PRESERVATIVE TREATMENTS
WILL BE STRICTLY ENFORCED.
C) AT LUMBER MUST BEAR A STAMP BY WE AMERICAN LUMBER STANDARDS
COMMITTEE PER CONFORMANCE TO TIE "MICAH PRESERMRS ASSOCIATION
STANDARDS.
d) ROD OUTS AND BURED SHAH RECEIVE MILLI BY NESFRVATVE
TREATMENT IN ACCORDANCE WIN BEST MANAGEMENT PRACTICES. PRESERVATIVE
TREATMENT CHEMICMZ SHALL NOT BE ALLONED TO ENTER HARBOR WATERS
12. ALL BOLT HOLES IN MOD MEMBERS SHALL BE A MINNUM OF YA' TO A MA%NUM
OF Ae LARGER THAN WE BOLT DIAMETER. WOW MEMBERS MW HOES NET
MEETING THE ABOVE CRIHMA MALL BE REMOVED AND REPLACED.
PILE INSTALLATION CRITERIA
1. PIUNG 51 BE IN5IAUED BY A LICENSED WflMACTOR REWRMLY ENGAGED IN
BUSINESS OF PILE DRIVING. CARE SHALL BE TAKEN N ME HANDLING AND NUKING
OF PIUNG, TO PREVENT SPAWNS, CRACKING OR OTHER DAMAGE CONTRACTOR
SHA1 INSTILL PILES PER APPROVED LOCAL, STATE ANU FEDERAL FEWIRENENIS.
JETTING MAY BE PERMITTED MR STATE AND FEDERAL MPROVAL
2. THE ELEVATION W ME HEAD OF PILES SHALL BE WHIN ONE INCH OF DESIGNER
TOP OF PEE ELEVATION. MINIMUM PILE TON EIEVATNH FOR BOOR SYSTEMS STILL
BE +13.0 MLLW.
3, PANG SHM _ BE INSTALLED VEHTULLY PLUMB WHIN TOLERANCES RETIRED IN
THE WNSTRUCT[M DOCUMENTS. BUT IN NO CASES MORE MAN 1.5% CUT OF
VERTICAL PWNB, AND 2 INCHES CUT OF HORIZONTAL LOCATION.
4, RECORDS OF DRIVING OPERATIONS SHALL BE MMMARIED UNDER THE SUPERVISION
O WE ENGINEER OF RECORD. AND MADE AVAILM E TD THE CITY UPON REQUEST
S. UPON COMPLETION OF WE PRE DRIVING OPERATION, SUBJECT TO THE
REQUIREMENTS M THE PERMIT, THE OWNERS DESIGN EON OR QUALIFIED
THIRD -PARTY TESTING AGENCY SHALL CERTIFY THAT THE PILINGS WERE INSTALLED
IN ACCORDANCE WITH THE DESIGN AND THESE GUIGEWES. SUCH CERTFICATON
SHALL BE ON THE EONS OR QUA -TIED THIRD -PARTY TESTING AGEICYS
LETTERHEAD AND BEAR THE EONS STAMP AND SIGNATURE W THE DEPUTY
INSPECTION AUTHORIZATION W A DUAUKED THIRD -PARTY TESTING AGENCY. AND
SHALL BE SUBMITTED TO THE CITY. THIS CERTIFICATION IS REQUIRED TO FINAL TIE
PERMIT AND PRIOR TO ISSUANCE OF TIE CERTIFICATE O CO.LPANCY UPON
SUCCESSFUL COMPLETION OF ALL OTHER PERMITTED MM
ABBREVIATIONS
A . ............
ANCHOR BOLT
A.C. ........._
ASPHALT CONCRETE
A/C _ ......_
MR CONDITIONING
AC.P. .........
ASPHALT CONCRETE PAVING
ADCL _........
ADDITIONAL
AF.F. .........
ABOVE FININSH ROOK
NUM
... ALUMINUM
A.T ._....
ALTERNATE
MOD ..
_.... ANODIZED
ARCM .......
ARCHITECTURAL
8.8. ............
BOTTdI OF BEAM
BEf .............
BETWEEN
BLOC .._........
BURMNC
SVG .....
.....BLOCKING
SM .__.......
BEAM
B.N. ..,........
BOUNDARY NUKING
am .._...I
.... BOTTOM
JIM. ...........
BOTTOM OF WML
C ................
CHANNEL
CANT ..........
CANTILEVER
C.G. ....
CENTER OF GRAVITY
C.J. ..............
CONSTHUCTION JOINT OR
CLUBS JUST
CL ...............
CENTER UNE
dG ...__.._..
CEILING
GO ........
CLEAR
C.M.U. .........
CONCRETE MASONRY UNIT
COM .._
..... COLUMN
COMBO........
CONCRE TON
COIN ..........
CONCRETE
CORN .._.....
CONNECTION
CMT
CONMNUOJS
CONED
CONSTRUCTION
CCRR _.......
CORRIDDIR
UP ...........
CINDER
OBL . _.........
DIM
DONNE
DEr ......_.....
DETAIL
OF ....__......
DOUGLAS FUR
D.F. ...........
DMNKNFWNTAN
NAG ......
DIACONAA L
CIARI .........
DIAPHRAGM
DIM ..............
DIAMETER
BIM ...........
DIMENSION
ON ............
DEEP
D...............
DOOR
.
D.S.
UT
....... DDWIINGS
DWCS ..........
DRAWINGS
....._ .......
XI
ESTING
EA ..............EACH
LF. .............
EACH FACE
ELEC ............
EZECIRICAL
ELEV ............
EEVATGN
EMBED ........
EMBEDMENT. EMBEDDED
EN . ............
EDGE NAILING
EO ..............
EQUAL
E.S. ............
EACHSAE
E.W. .............EACH
WAY
E%ISi
UISYM...._....
E(P .._.........
IaUPANG
E%PAH90N
EFT ........... FOUBIRON
Fb .- . FLOOR DRAM
ION ........_MAMDATON
F.F. ............FINISH FLOOR
F.G. ...........PRIM GRADE
FlN ...............KNISH
FA .-MOOR JUST
RG ... .._....... FLANGE
KR........ ... KAOR
F.O.0. .......... FACE OF CON
EOM. .......... FACE OF MAS
EGS .......... FACE OF SMI
PH. ............I FIELD NAILING
F.& ............. FAR SAE
FT _.............FEET OR FW
FTC ............. FL101NC
H.P. .............HIGH
PUNT
HT ...............
FREIGHT
X.............HIM
STRTH ENG
HV.S AC
...._..... HEATNC/VCITIUTNG k
AR CCMDRDNING
N ...__........,
INCH
INFO ....,.......
INFORMATION
INT ......__...INTERIOR
J.B. .............
JUST BEARING
J.G. .....
. MAST GINGER
JST .............
JOIST
JT .-..........
JOINT
B.G. ..............
KNEES OUT
L ...........ANGLE
RAT••• .............
LATERAL
LEE .............
LEDGER?
LG ...............
LONG
WR .............
LONG LEG HORZONTAI
LLV
.......LONG LEG VERTICAL
IONGT
........ IDNGINDNM.
LP . ............
LOW PUNT
LT ..
_ __
_ _ FLIGHT
MAR...
..._.._. MATERIAL
MA% .........
MAXIMUM
M.B. ............
MACHINE III
MAIL
.......... MATERIAL
MA% ...........
MAXMUM
M.B. ..........
MACHINE BULT
MEM
.._......MECHANICAL
MEW
... MEZZANINE
MID ...........
MANUFACTURED
MR ..._...._MANUFACTURER
PRESTRESSED CONCRETE PILE ALTERNATE DESIGN
REQUIREMENTS
1) CONCRETE :
2) RENFCRCMG :
PRESTRESSING STET SHML BE UNCOATED. SEV£N-WRE STRESS BELIEVED STRAND
M H MINIMUM ULTIMATE STRESS OF 270,000 PO CONFERRING TO ASIM A416, MADE
270.
SPIRALS SNUG CONFORM TO M M AIW4. AND TES MD OTHER flENFWGNG STEEL,
SHAH CONFORM TO ASTM A615. GRACE 60, M ASTM ATOG. GRADE 60. PLAN OR
CETWMECPI115 SMALL CURE AND BEACH A STRENGTH OF NOT LESS THAN FC-4.DDD
P51 BEFORE DE-IENSCNING. WTOFF OF THE STRANDS AND TRANSFER FRW FBI
PIES SHALL HAVE A MINIMUM STRENGTH FC-6.000 PR AT TIME OF DRYING.
GYPPED SPLICES IN SPIRAL RILE REINFORCING SHNL BE LAPPED W MIRE DIAMETERS
MINUMUM. SPIRAL SPLICES AND ENDS SHALL BE TERMINATED BY 135HOOK AM 6'
TAL HOOKED AROUND STRAND.
THE CAGE OF SPINALS SHALL BE AS FOLI
FOR PUS HAVING A DIAMETER OF 16' OR LESS. ARE SHALL NOT BE SMALLER THAN
0.22 IBM (Nu5 GAGE). TON ER PEES HAVING A DIAMETER OF MORE THAN 16_ AM IESS THAN 20'. BIR: SHALL
Not BE SMALLER MAN 0.238 INCH (N0.4 CARE).
FOR PIGS HAVING A DIAME IM OF 20' OR URGER, AIDE STALL NOT BE SMALLER
THAN 025 INCH FOUND OR 0.259 INCH (N0.3 CAGE).
MN .. ..........
MIN NUM
RISC ._.........
ISCELL/.NEWS
M.F.O. ..........METAL
FRAMED OPENING
MIS .........
MIgROLLAM BEAM
M.P.H. .........MILES
PER HOUR
MR ............
METAL
(N) .........
NEVI
NLC. .........
NOT IN CONTRACT
NO . .............
NUMBER
N.S. .........
_.. NEISON STUB OR NEAR 51DE
N.T.S. ......_..
NOT TO SCAR
O.C. ............ON
CENTER
OFF ......___
OFFICE
OPNG ...._
..... OPENING
OPP .......OPPo91E
HAND
O.SF. ..........
W15AE FACE
PC ............
COLUMN
PEA!PENETRATION
.............
P EN
Pl.................
PLATE OR OR PROPERTY UNE
PEAS ..........
PI.ASER
P.YM) ....._..P
PSF ....._.....
POUNDSPER SQUARE FOOT
P9 ......._....
POUNDS PER SQUARE Nd1
P.T. .............
PRESIRTTREATED.D.
R.........
_.. ROILY DRR AM
REAR ...._..
REINF BAR
MR ..........
ROOF BEAM
III
NEW .......
0
_..REWIRED
PRINT __.RREFEF
CRIC
............
REFERENCE
FEV .............
R
R.J. ......_.....ROWoof
JUST
RM ...........
ROU
RRI............ROUGE
H OPENING
SEC ..........
SE
SECT ...........
SECTIONECTIM
MY......._.
............
SHEET
MEET
M! ..............
U.
SJ................
SAWW
SPLICE JOINT
S.P...............
SPIKE PUNT
SPA ..............
SPACING
SPECS .........
SPECIFICATIONS
SO .............
SQUARE
STAGE ...........
SMAGGERED
S..............
STANDARD
STIFF
RE
SILL .............
51m
SS . .............
SELECT STRUCTURAL
S._....STRUCTURAL
SYM YM .. ........
SYMENA
T k B .........
TOP N BOTIDM
T F C .........TONGUE
AWOVE
TEMP .........
TEMPERED
T.B. ............
TOP OF FWTNG
T.B. .............
TOP OF BEAN
TG ..............TAPERED
ORDER
T.G. ............
TOP OF CJRBER
MR ....._-TICK
a &4
THRu ::.........
THROUGH
¢ EYc6
TIL ...
...... TOP OF LEDGER
TM
T.O. ..........TOP
TOP.
CF
... TCP CF PARAPET/PANEL
p
sEF
T.O.S. ..........
TOP OF STEEL
YET
IRANST.••....._
TRMSPER
MAR V
.......TRANSVERSE
QdXjdd
TS ..............
T.S .........
TUBE STEM
_ TOP OF SUB
T.W. .............TOP OF WALL
TIP
........ TYPICIL
U.N.O.
UNLESS NOTED OTHERMSE
VERY ...........
VERTICAL
¢IF. ...........
VERIFY N MOD
W/ ...............wM
WT ..............
MOD
W ................
AIDE MNGE
W/D ............
WITHOUT
W.P................WORK
PUNT
W.R. .............WATER
RE9STMN
FIT ...............
MIGHT
WRF. ..........
WELDED WRE FABRIC
% .............
EXTRA STRONG
IN........_::..
DOUBLE ExiRA STRONG
Z
SYMBOLS
.... CENTER WE
.... DIAMETER
.... PLATE OR PROPERTY WE
E ............ STEP IN TINTING
(E) ............. EX NAF
(N) .............. NEW
w Putrwny
H
4 P
i 4
C $
:sGCOMn uwR _. Fisrq 4
VICINITY MAP
SCOPE OF WORK,
TO REPLACE SEVEN CONCRETE PUS OF A COMMERCIAL MARINA AS DESIGNATED
ON DRAWING S-2.
NOTE TO THE BIDDERSE
AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE STE
�
�
i
1. NOTIFTI Y ME ARCHREM AND/ON E ENGINEER IN WRING. REGARNNG ALL
`BID
y
IS
gSCREPANGES REQUIRING CLMBIUTW, PRIM TO THE SUBMITTAL'.
e
2 IF THE ARCHRECT AND/M THE ENGINEER IS NOT NOTIFIED. AS REWIRED PER
META IN ABOV[ IT SHALL TH SHALL MAT THE CONTRACTOR HAS CONSIDERED
ADEQUATE CONANGENCY IN HIS BIB TO COVER ALL COSTS TO COMPLY WITH
T
THE MOST STRINGENT CONDITIONS.
ME
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E
3. THE CONTRACTOR SHALL NOT BE ENTITID TO ANY ADI IRRI COMPENSATION
TH
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PON ANY DISCREPANCY DISCOVERED AFTER ME 'CLOSE OF WE BA'.
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NOTES
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MAX LENGTH a ftECREAD➢NAL VESSEL IS 25 R.
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NUMBER TYP
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VILLAGE RESIDENCES
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IBA YSIDE
-ze 171
BESUUTE9 (E) CONC PILE I
M BE REPLACED TIP
GlpS\
BAYSIDE VILLAGE WEST SIDE MARINA
(E) SIP NUMBER TYP .�
�n7i I n
1 C7B_-)V \ II
17511 n
179 \\J1 II
117511
'17411
161 \ J11
189j�J1 n E182��(I
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`(E) CONC PILE TYP
n n 19 n n P1 n n n n n n n n n r• r•
II II II II II II II II II II it II II II II II I II
11 1 11 211 311 411 5 11 6 711 8 11 9 111011111112:1131114111511161 1711137
( J(JIJLJ� LJLJLJ�JLJ�I�JLJ�JLJIJ�Ji log
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III W W W W W W W W W W W W -1132 11
311130114911Y8112711Y71 14511241143I 122112111201119 11113
(E) SUP NUMBER TYP 61 d W W W W W W LI W W W W W W 1 138
I
R
III I I 139 c9
I I
176 175 1174 73 Fl 72 1 171 1 70 69 168 167 66 1111 65 1164 11111 63 15511541153115211115111501149 HB 14711 145 44114311421141 �! Ulf
II II II II II II II II II II II II118 II II
II 11 �l,`J J(JLJIJ JIJIJIJLJ�J' J`-L==----z 58If
JJVIJIJIJIJIJI�IJ�J� J�JIJ___�,
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1 1 (E> RAMP NUMBER TYP BAYSIDE VILLAGE EAST SIDE MARINA
rl �,
I II 11 it 11 11 11 11 11 11 11 11
I 11061 11051110411103111021 11011 11001 199 11 gg I 197 1196 1195 I I g4 I I g3 I I
lJ( L)( )l JLJIJ(JIJIJIJ(J�J�JI
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BAYSIDE VILLAGE MARINA SITE PLAN/DOCKS LAYOUT
R
S
I'- 30'-0' V s
N
j
__---/"- CUT OFF PILE AT ELEV +12.00' M.LLW. -- - - PILECAP
OF BULKHEAD _ _-- - `� ----------
ELEVATION - - - -"-
NOTE B 1, GANGWAY
l / PER STD 604 CONCRETE PILE
(TYP)
LW
MIN OR L LtH
j~-�,_ MUDLINE
-3 3'
CONCRETE PILE DESIGN J
T
AND PENETRATION BY A
zo
CALIFORNIA LICENSED
z F
CIVIL OR STRUCTURAL
s
PROFILE ENGINEER.
n z
NOTES
ie
1. TIMBER SHALL 8E SELECT STRUCTURAL DOUGLAS FIR TREATED WITH PRESERVATIVE APPROVED BY THE STATE OF CALIFORNIA
(CALIFORNIA COASTAL COMMISSION AND REGIONAL WATER QUALITY CONTROL BOARD).
2. FIELD CUTS AND BORED HOLES SHALL RECEIVE A BRUSH COAT OF PRESERVATIVE TREATMENT PER STATE AND FEDERAL GUIDELINES.
3. FASTENERS SHALL BE STAINLESS, HOT —DIP GALVANIZED OR EPDXY —COATED STEEL.
4. WALKING SURFACES SHALL HAVE A SKID RESISTANT FINISH, SUCH AS UNPAINTED TIMBER OR GRIT ON TIMBER, OR
OTHER SURFACING DEEMED APPROPRIATE FOR THE INTENDED SERVICE. BY THE CITY.
5. NON—STRUCTURAL MEMBERS MAY BE ALTERNATIVE MATERIALS SUCH AS COMPOSITE DIMENSIONAL LUMBER. SUBMIT PRODUCT
SPECIFICATIONS TO THE CITY FOR APPROVAL.
6. SEE STD 604 h HARBOR DESIGN CRITERIA FOR GANGWAY DESIGN REQUIREMENTS.
7. LOCATION OF PLATFORM, GANGWAY, SUP h FLOATS IS OPTIONAL PROVIDING PROPER SETBACKS ARE MAINTAINED.
I STANDARD DRAWING NO. 605 1 N.T.S. I A
w/R/q
4
❑
CONC
P
RUE \ • pR A•0 PRESMESSNG STRANDS
O EO SPACES. SEE
TT SCHEOuu BELOW
•
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1 Pn
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% €
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1 PNCH
PILE SCHEDULE
PRESTRESSED CONCRETE PILE
ALTERNATE DESIGN REQUIREMENTS
SEE NOTE ON 5 ET S-1.
PILE
PILE EMBED
PILE NO.
PILE SIZE
NO. OF
DIA OF
LENGTH
INTO
DESIGN AXIAL
DESIGN
DESIGN
STRANDS
STRANDS
L min
DREDGE
COMPRESS.
MOMENT
SHEAR
(ft)
LINE
POM (kips)
MD (ft-kips)
VN (kips)
D min
(ft)
s • & s
12' SO
6
Yz" 0
31
15
65.6
4.1
a , 40 & 07
12" SO
6
Y2" 0
29
15
65.8
4.7
1) FACMO LOADS. E%CWDING THE MOAT OF THE PIIE ARE PER
SCHEDUIE A!30 E
2) DESIGN IS BARED CN THE FOLLOWING LOAD CONBWATWS
0 BENDING AND COMPRESSION
❑ DEMING AND TENSION
❑ OWER. DFSCRIBE
3) ft JllAL LENGNI IS EWAL TO 213 GF WE RILE Ln1GM.
z
0
I--1
O
z
W
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a
0
B I CONCRETE PILES
N.T.S.
F_
t—
f
F
F F
OSlope 0.5/12
ri verified and in
compliance with CBC
11 B-003.3
Cross slope is none
existing. Maximum <
slope doesn't apply
Legend:
p. Path of Travel Arrow (Typ.)
�
T
r l6'� Dimension (Typ.)
/r ® ADA Parking Sign
r
r Highlighted Area
r
Comment
ath of Travel from Public Walkway
c— Sidewalk to to the gate
F
leading to the docks
F �
F
r_
r-
mm�a
2'
'000\��
WATERCOAST
E N G I N E E R I N G
ADDRESS'
1133 Camelback St, Unit 9916
Newport Beach, CA
92658
PHONE:
949-209-0706
WEBSITE:
https:/Avatercoasteng.com
NOTES
- Replacement of 7 piles
like -for -like at the existing dock
- Dock is categorized as a
commercial dock
- Project site complies with
ADA CBC codes exempting
for the identified upgrades
below
ADA IDENTIFIED UPGRADES
- Access Gates upgrades:
NOTE 1:
ADA Compliant latch for gate providing path
of travel to restrooms and dock, in
accordance with CBC 11B404.2.7. ADA.
Current latch elevation is between 34" & 44"
Bottom Rail (Kick Plate) installation in the
bottom 10" of both gates In accordance with
11BA04.2.10
NOTE 2:
Bottom Rail (Kick Plate) installation in the
bottom 1W of both gates in accordance with
1181
COMPLETED
cues BAY SIDEVILLAGEMARINA
300 E. COAST HWY
NEWPORT BEACH, CA 92660
ate. WATERCOAST ENGINEERING
a! 100 E. COAST HWY.
NEWPORT BEACH, CA
92%1
T1iLE Disabled Access Site Plan
Overall View
g=„ p'x
N.T.S.
8-7-25 JT
JT
PRO.eCTINUYMER
wuww e
1 OF 474
F
F
t_
Slope 0.5/12 F
F
Field verified and in 0
compliance with CBC
11 B-403.3
Cross slope is none F Sidewalk thofTravel
to the gate
existing. Maximum 49 E' leading to the docks
slope doesn't apply F
F
F
t—
F
F
Walkway
r•i
JU
�m
WATERCOAST
E N G I N E E R I N G
ADDRESS:
1133 Camelback St, Unit 9916
Newport Beach, CA
92658
PHONE:
949-209-0706
WESSITE:
https://watercoasteng.com
NOTES
- Replacement of 7 piles
like -for -like at the existing dock
- Dock is categorized as a
commercial dock
- Project site complies with
ADA CBC codes exempting
for the identified upgrades
below
ADA IDENTIFIED UPGRADES
- Access Gates upgrades:
NOTE 1:
ADA Compliant latch for gate providing path
of travel to restrooms and dock, in
accordance with CBC 11 B404.2.7. ADA.
Current latch elevation is between 34" & ""
Bottom Rail (Kick Plate) installation in the
bottom 10" of both gates in accordance with
11 B404.2A0
NOTE 2:
Bottom Rail (Kick Plate) installation in the
bottom 10" of both gales in accordance with
11 B-404.2.10
COMPLETED
ols r BAYSIDE VILLAGE MARINA
300 E. COAST HWY
NEWPORT BEACH, CA 92660
DESIGNER WATERCOAST ENGINEERING
70sq. inch
Accessibility
sign per Sec.
1113-502.6
Wheel Steppe
ADA Parking spol—
dimensions per
11B-502,2
Tyr. ADA
symbol per Sec.
ADA Parking Lot Space
has been field verified
and complies with CBC
11B-502
8' �
ADA Access Aisle
per 11 B-502.3
Field verified antl
compliance with
CBC 118-403.3
y
Access Gate Push to Open.
Not in compliance. See NOTE 1
Kickplate too high, lock I handle
not in compliance
Slope 0.5/12--l'
Field verified and in 0
compliance with CBC
^alh of Travel
from ADA
parking spot to
dock
M
WATERCOAST
E N G I N E E R I N G
ADDRESS:
1133 Camelback St, Unit 9916
Newport Beach, CA
92658
PHONE:
949-209-0706
WEBSITE:
https://watercoasteng.mm
NOTES
- Replacement of 7 piles
like -for -like at the existing dock
- Dock is categorized as a
commercial dock
- Project site complies with
ADA CBC codes exempting
for the identified upgrades
below
ADA IDENTIFIED UPGRADES
- Access Gates upgrades:
NOTE 1:
ADA Compliant latch for gate providing path
of travel to restrooms and dock, in
accordance with CBC 11 B-404.2.7. ADA.
Current latch elevation is between 34" 844"
Bottom Rail (Kick Plate) installation in the
bottom 10" of both gales in accordance with
11BA04.2.10
NOTE 2:
Bottom Rail (Vick Plate) installation in the
bottom 10" of both gates in accordance with
11BAG4.2.10
COMPLETED
BAYSIDE VILLAGE MARINA
300 E. COAST HWY
NEWPORT BEACH, CA 92650
pesicxsa. WATERCOAST ENGINEERING
7
7
7
ouble Sided
Access Gate.
See NOTE 2
-
No kickplate
7
WATERCOAST
E N G I N E E R I N G
ADDRESS:
1133 Camelback St, Unit 9916
Newport Beach, CA
92658
PHONE:
949-209-0706
WEBSITE:
https:/twaierwasteng.com
NOTES
- Replacement of 7 piles
like -for -like at the existing dock
- Dock is categorized as a
commercial dock
- Project site complies with
ADA CBC codes exempting
for the identified upgrades
below
ADA IDENTIFIED UPGRADES
- Access Gates upgrades:
NOTE1:
ADA Compliant latch for gate providing path
of travel to restmoms and dock, in
accordance with CBC 1113 404.2.7. ADA.
Current latch elevation is between 34' & 44"
Bottom Rail (Kick Plate) installation in the
bottom 10" of Inch gates in accordance with
11 B-404.2.10
NOTE2:
Bottom Rail (Kick Plate) installation in the
bottom 10" of both gales in accordance with
11 B-404.2.10
COMPLETED
cucnr BAYSIDE VILLAGE MARINA
300 E. COAST HWY
NEW PORT BEACH, CA 92660
WATERCOAST ENGINEERING