201 MAGNOLIA ST - PERMIT r �5, CITY OF ATLANTIC BEACH
vt, a J 800 SEMINOLE ROAD
+, lp ;r ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
r�:JJiJf\f.
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-SFR-1295
Job Type: SINGLE FAMILY RESIDENCE
Description: NEW SINGLE FAMILY RESIDENCE
Estimated Value: $278,000.00
Issue Date: 7/15/2016
Expiration Date: 1/11/2017
PROPERTY ADDRESS:
Address: 201 MAGNOLIA ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: PRINCIPLE CONSTRUCTION
Address: 1619 N DUNNS BRANCH DR
Phone: 904-334-6967
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $507.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $1,014.00
STATE DCA SURCHARGE $15.21
SEWER SDC-SYSTEM DEV $4,050.00
CHG
STATE DBPR SURCHARGE $15.21
PERMIT IS . I'I'ROVED ONLIIN ACCORDANCE Wil II ALL CITY OF ATLANTIC BEACH ORDINANCES AND '1'IIE FLORIDA
BlIII DIN( ('OI)IS.
fji CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
J~ INSPECTION PHONE LINE 247-5814
WATER CONNECT/TAP & $800.00
METER
WATER CROSS CONNECTION $50.00
WATER SDC-SYSTEM DEV $1,140.00
CHG
Total Payments: $7,741.42
PERMIT IS :1I'I'ROVED OVEN I\ :1C(ORDANCE 11'I'III r I I, CI 'l' OF :VFLAN."I'IC BE'MI ORDINANCES :1\I) "I'IIE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION OFFICE COPY
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 I(.0 - FR _
Job Address: (296/ 4,&p u --N S r Permit Number: 044�'�
Legal Description L c't 5/3 3 Sg 1 t-G Parcel# /a /3 i /€ p 00
Floor Area of Sq.Ft. `�q.Ft
Valuation of Work$ (s),:--2)7, ocxx Proposed Work heated/cooled o•?9 3 S non-heated/cooled 1 k5
Class of Work(circle one): ew�Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial id
installed?
If an existing structure,is a fire sprinkler system (Circle one): es No N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: Co 1 5 t p L.(cl) tar, G-P , ..,,s;c) re 0 7--,
0 C.
-
VG C cxri.r Loft j
Property Owner Information:
•
Name: 12YAki UJEEicS Address: ZII WI1.LES'!JuN &i2tJE sr
City J LS o r.l�j;L.L1 State Zip " 7-7-4/6 Phone 90 y - 9 8 .- 8i g
E-Mail or Fax#(Optional) 1—I TE,2 caLA S'?- C•' Ha•TM/?-iL • c o.^'N
Contractor Information: C .6. _m cid/7 s C Ce--4r% Cetc " 0
\ "1 1
•
` ' 2 c, Qualifying Agent:ex.pt, 4-,,6_,/, 5
Company Name: �.nc.i���e on. t��� r!'s ,
aeol: /L/9 c,n4<_ ,art., pr., A).. City 5cc >.•„t,,;/ le State r'=/, Zip J:,)ai Z
hone goy- 5/77 .6/7 Job Site/Contact Number 9951 33 S1 69 6 7 Fax# 9e)c/ '757 7.20
State Certification/Registration# C./i C. O S 7 fe'O/
Architect Name&Phone# :Peva, D 1 ARk-C. tel'ofi 'n' 7 - ?3/
Engineer's Name&Phone# G a c Po»1-6 2. 90 V - -ZV a - O?o
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a�period of six(6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools, Furnaces, Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE
RRECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal state,or local law regulating construction or the performance of construction. 1
Signature of
Owner IA.. 1 - e---- Signature of Contract Xaji' ` ' #7/J2(
Print Name g`1 A tJ T. \N+- s Print Name 2c..T-e s a• (.1..
Sworn and subsced Wore me Sworn to and subscribe• before me 20
this ff Day of 'J U N ,20/� this .D •
�i'X --
Notary P •lic N���
�' Revised 01.26.10
,<1'!Ns MARGARET M.MANAHAN / i
riiNotary Public-Siam of Flotldo
• Commission#FF 244026
• ;F My Comm.Expires Sop 6,20194. +'!51',,• Ernest A. Fillipucci•Amett III
( '�• son i i ,1,_'•L My Commission#FF 9164793
I' "o. ,1,...1:,1.
e�. EXPIRES:May 14,2017
l _____
D
ECEOVIE '-‘\
JUN 6 2016
J
MAP SHOWING PLOT PLA \I OF
LOT 513, SECTION No. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE
16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
LOT 523
LOT 511 _ —. - -
__ -- - _. '--100.-00' I
FOUND �l2" Ilzo_
PIPE. No CAP I
lI pl, LOT 524
CP\
o\
0I LOT 512 I
,;Icy I
')2,,,.- \.c8_
- I
Ci %FOJND i/2CAP
PIPE at
2 aq. ft. »� 6715" _ _
loo.o
11 1 00.00
' o.e'
A/C Pogo":�I _ ``1
6' WOOQ fE ❑ J ��r.� s
�co i 20.0' ,
89'56,46'�v�� N ^ 25.4' x 1
1 34.4' N 525
20.1'
-a II FUTURE 1 SiLOT
�: o
PI Cy m Ii POOL I
o. TWO STORY N . 0
i ;n o PROPORESIDENCE v a pi s u a Q' --z.
� -4. - 796 sq. ft. N (CONCRTE PAll° e.4' . PI 2, 1 s O P
D
� p (JI
FOUNDATION) (CONCRE ; ..4j.
mi • �; o �C3
I *f: 0. BRICK pAV1 RS 1.8' 1961 sq• ft. a0 X z
.23 * DRIVEWAY 1.9' "1 �L_s�"
vER
T. _ 0 6.3' 29.9'
-CI > O � ci N 11.6' N
> D: 29.9' t 2" IRON
' FOUND J
s p 90'16'17°`f14 PIPE. NO CAS
o.:� 22.1' �IjT N 0.2'
-4 -0 /
//✓ BRICK PAVERS
L1:C
•
IIS+; 0010'44' f
100.00'
o. m • sET i/2" IRON
D:1 • 1 • }.. PiPE 8c CAP
"153672, ENT
........... .
.............................................
......... .
......................................................
..........
..........
TR
E
E
T -
_ D
S _
A�
I
D
` D A
......... ...:: ::` �� WAY PAVED PUBLIC ROAD
LINE ll
50' RIGHT OF
CENTER : (FORMERLY PARK STREET)
NOTES LEGEND
1. THIS IS A PLOT PLAN. --w— = WATER FLOW DIRECTION
2. NO BUILDING RESTRICTION LINES PER PLAT.
3. INTERIOR ANGLES PER FIELD SURVEY. %,ycX = FIRE HYDRANT
4. NORTH PROTRACTED FROM PLAT.
5. TOTAL AREA = 5002 SQFT SQFT = SQUARE FEET
TOTAL IMPERVIOUS AREA = 1999 SQFT
TOTAL PERMEABLE PAVERS = 879 SQFT
0 10 20 40
SCALE: 1" = 20'
THE PROPERTY SHOWN HEREON APPEARS THIS MAP WAS MADE FOR THE BENEFIT OF
TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE RYAN THOMAS WEEKS & AMBER PAGE WEEKS
THE 0.2% ANNUAL CHANCE FLOODPLAIN)
AS WELL AS CAN BE DETERMINED FROM
t------,
THE FLOOD INSURANCE RATE MAP No.
12031 C0409C, REVISED JUNE 3, 2013 FOR
DUVAL COUNTY, FLORIDA.
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THE SIGNATURE AND THE ;-LA. LIC. SURVEYOR AND MAPPER No. LS 3295
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.' REVISED NOTES: JANUARY 26, 2016 FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC.
DRAWN BY: JAH _ 1500 ROBERTS DRIVE DATE: JANUARY 06, 2015
FILE #: 2016-0011 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
Nl qP SHOWING SURVEY OF
LOT 513, SECTION Nc. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE
16 OF THE CURREJT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
LOT 523
LOT 511 —_. _ _
_ _
--- - - �10o-00 1
FOUND 1 72' IRON I
PIPE, NO CAP
' 1oI LOT 524
cnIo
of
0
. 1 LOT 512 1
^10 1
70 •
o
°-
I I55 I FOIpIPE1se CAPS
OI .12_6115L____ _
100.02'(FIELD)
IRONt 100.00' FENCE 89'36'14"I
FOUPIPE/NO CAP u� 8 a 6' WOOD
a
1 32 •97���,12 I \8956 46 t.r W\ U, LOT 525
\ I o
O.: n I \\ I• �N
� \\ art
I' : I ) a?2 0 I-•
O (it
x66 O
91 0 ' 9OQj �, o
`ol �. .7.� b x� , o
r �: F m m�
7.25 �' T / m
-11 -:L Q \ 0
<' j22� ,1rr, 1 RON
9016'17"I FO'J PE/NOIC�
N O 0 W\ x 6.5 0.
\ ' J
-1 -D i
23 C. `\ FIRE �\ / _ _
fr1 O7 '4-IYDRAN \ x 6 F, _ - __
��t_ /�+. • \\ 90'1144"' -•-�gQ 1 00oo --------7.-..-...7...-..-..7:.::::::::':::::.€:
------ - x :«
\ \ - -
P \ \� 1 --- -fig Cr"" ------- 6 62
IRON __
O: 6.-rp-1- --7--- x 6 5
1�3 D: 697PIPE k ,�xl 77 :: :::: : : :.
6;�� •Lg3672" 69 AVEMENT 6•
...............................................................
.... .................
: ::::::.iI...:..:...:.:.rrr:rrrriir rr: i: :ii:i:r::: i:v:: }::;::ic,prF......:ir:•r:•:::.:..•i:: .:-:%:is it:::: 0
i�?:i f::::•:..:::.:.:.:::11:1•i:{:: .. ........ 6 6
p DISK ^T
SITE BENCHMARK: SET ►AAG NAIL I J
IN EDGE MAGNOLIA STREET AND DAVID :::::::::::;: :::::::•::• :::::: ::: :D
"L83672" N AV.D. g8')::. :::::: . :':::::::::::::...::: 6 PUBLIC ROAD
INTERSECTIOELEVATION a 6.78) (. • ... _ � WAY PAVED
STREET. ( � — -ice — 50' RIGHT OF STREET)
(FORMERLY PARK
IIII
NOTES
1. THIS IS A BOUNDARY, TOPOGRAPHIC t ND
TREE SURVEY.
2. NO BUILDING RESTRICTION LINES PER "LAT.
3. INTERIOR ANGLES PER FIELD SURVEY.
4. NORTH PROTRACTED FROM PLAT.
5. BENCHMARK USED: FOUND RAIL ROAD
SPIKE IN NORTHWEST CORNER IN WOOD 1 OWER
POLE AT CORNER NORTH WEST CORNER )F
SEASPRAY AND PINE STREET (ELEVATION =
5.68 N.A.V.D. 88).
• 6. SITE BENCHMARK: (AS SHOWN ON
SURVEY). Q 1 il 4i0
l SCALE: 1" = 20'
THE PROPERTY SHOWN HEREON APPEARS THIS SURVEY WAS MADE FOR THE BENEFIT OF
TO LIE IN FLOOD ZONE "X" (AREu OUTSIDE RYAN THO AS WEEKS & AMBER PAGE WEEKS
THE 0.2% ANNUAL CHANCE FLOC' PLAIN)
AS WELL AS CAN BE DETERMINE[) FROM
THE FLOOD INSURANCE RATE MAP No.
12031C0409C, REVISED JUNE 3, :013 FOR
DUVAL COUNTY, FLORIDA. 1
i .
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THE SIGNATURE AND THE FLA. UC. SURVEYOR AND MAPPER No. LS 3295
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE:• JANUARY 06, 2015
DRAWN BY: JAH 1500 ROBERTS DRIVE SHEET 1 OF 1
ALE #: 2016-0011 JACKSONVILLE BEACH, FLORIDA 241-8550
r51,An-,, City of Atlantic Beach APPLICATION NUMBER
- �� '' �1 Building Department (To be assigned by the Building Department.)
t i"=-- _r 800 Seminole Road
IG -SER - I.� S
r) Atlantic Beach, Florida 32233-54459(
• Phone(904)247-5826 • Fax(904) 247-5845
`"!o;ilc'' E-mail: building-dept@coab.us Date routed: or
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: ZCJ l AGNO Li A ( Department review required Yes o
t C uildinV
Applicant: rR I3C► pL C c)fvSIKUC70 anning & o
Tree i dministrator
Project: — - 1 — .--- • V f 'ublic Works
'ublic Utilities
RES I OciUCC Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
• of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers •
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: rny-
TREE ADMIN.
Second Review: proved as revised. ❑Denied. Date: G" is-14
PUBLIC WORKS Comments:
PUBLIC UTILITIES / G
PUBLIC SAFETY Reviewed by: Date: 6' ) I6
1111 FIRE SERVICES Third Review: ❑Approved as revised. ❑De ' d.
Comments:
Reviewed by: Date:
•iced 05/14/09
e 384, Number
/21
ata 04.041PM41RonnieRFussell CLERIC9CIRCUIT COURT DUVALsCOUNTYRRECORDING6 +6
$10.00
Pennit Number. 1 RC1 r F ` -)V?
Tax Folio Number. 170548.0000
State of: Florida
County of: Duval
File Number. 16B1826
NOTICE OF COMMENCEMENT
•
The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with
Chapter 713,Florida Statutes,the following information is provided in this Notice of CommencetrenL
t. ()cscription of Property:
Lot 513,SALTAtR SECTION 3,a subdivisior according to the pint thereof recorded at Plat Book t0,Page 16,in the
Public Records of Duval Couoly,Florida.
2. General Description of Improvements: Construction of Nome
3. Owner Information:
a. Name and Address: Ryan T.Weeks and Amber P.Weds
2117 Willesden Dr.W.
Jacksonville,FL 32246
b. Interest in property: Fee Simple
c. Names and address of fee simple title holder(if other than owner):
4. Contractor: PrincipleConstntctors,Inc.
1619 Duras Branch Dr.N.
Jacksonville,Florida 32218
5. Surety:
6. Lender: Atlantic Coast Bank,PO Box 1256,Waycross,Georgia 31502
•
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by Section 713.13(1)(a)7.,Florida Statutes.
S. In addition to himself,Owner designates tho following persons to receive a copy of the Licnor's Notice as
provided in Section 713.13(IXb),Florida Statutes.
9. Expiration date of Notice of Commencement(the expiration date is 1 year from dote of recording unless a
•different to is specified):
e_PANIVJA-
R an .Weeks Amber P.Weeks
•
Sworn to and subscribed before me June 20,2016 by Ryan T.Weeks and Amber P.Weeks,who is personally known to
me or who p yid river's license as identification.
P� Public �'^=\EUZABETN A 61URP1-1Y
4y Commission Expirrs:_ Yu(
S tAY COAtG'SSioNCFF18i£53
EXPIRES November So.2018
00:1311 a r'o,wvrw.wtrseMcn..:•,
(Th mol
5
i j fZj '�\J
CITY OF ATLANTIC BEACH
., PUBLIC120U0 1200 Sandpiper Lane
ATLANTIC BEACH, FL 32233
\J.3l> (904) 270-2535 or(904)247-5874
NEW WATER/SEWER TAP REQUEST
Date: 6- S - I(o Project Address: 20/ /Yl r9-fo/)a 1/r-`t' S T
No. of Units: I Commercial Residential Multi-Family
„
New Water Tap(s) V Meter Size
&Meter(s) Size(s) 34/
New Irrigation Meter Upgrade Existing Meter from to (size)
New Reclaim Water Meter Size New Connection to City Sewer
,
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application#/6 - 5 Fi -/2.41,3--
Water System Development Charge $ / I c O . Cb
Sewer System Development Charge $ 7. U SD, tip
Water Meter Only $
Reclaim Meter Only $ /
Water Meter Tap $ A co, Co ✓ (notes)
Sewer Tap $ ✓
Cross Connection $ SO 00
Other $
TOTAL $64 0 '/O nc.)
APPROVED: Kavle Moore, PE 760—
(Deputy PW Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CAN BE ASSESSED
.
•
DO NOT WRITE BELOW- OFFICE USE ONL OFFICE COPY
Applicable Codes: 2010 FLORIDA BUILDING CODE
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date: d- 6 -is'16
Development Size
Habitable Space aa,'76 S.F. Non-Habitable 1,5-5-
Impervious
,,5'5
Impervious area
Miscellaneous Information
Occupancy Group R•3
Type of Construction V (j
Number of Stories 2..
Zoning District g s-2
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone X
Conditions/Comments:
I
ri\�`J�)s, CITY OF ATLANTIC BEACH
1... -. J 800 SEMINOLE ROAD
. ATLANTIC BEACH,FL 32233
\ (904)247-5800
r%
'
r ��
�J1�19'r'
BUILDING DEPARTMENT REVIEW COMMENTS
OFFICE COPY
Date: 6\15\16
Permit#: 16-SFR-1295 Applicant: Principle Constructor, Inc.
Site Address: 201 Magnolia St.,AB Site Address: 1619 Dunns Fr.Dr. N.Jaxville
Review: 1 Phone: 904-477-6188
RE#: 170548-0000 Email: cemullis@comcast.net
Prop. Owner: Ryan Weeks
Email: litercola57n,hotmail.com
Phone:904-982-8948
Correction Comments:
A. 1 lication is disapproved for the following issues:
1. ubmit a second completed energy calculations package. Two are required, only on• as
s 1 mitted.
2. The nergy Performance Level Display Card was not filled out. When the • and set of
energy, ales are brought in be sure that the EPL card is signed and sig le one that we
have no
3. Submit a s• and Product Approval Information Form. Two are ••quired. Also,the one that
was submitte I as not completed. The last page was left bla i .. Be sure the second one as
well as the one • have gets filled out.
4. Missing the produ approval description and num I for cement board lap siding. Submit
with the missing seco • copy and fill in on the • eady submitted copy.
5. Contractor needs to com. onto the Buildin: i epartment to write on the Arch. Site plans(Job
and File Set) the proposed '•I ish Flo i levation, initial and date.
6. If Spray foam insulation is to b• ed (energy calculations shows attics unvented)for sealed
attic insulation, submit 2 c 1 .'•s of •e ICC-ES reports on the type of spray foam to be used.
7. Submit all shop draw'. :s with all deta' of material and fasteners for the balcony guardrail
system; provide s ign information that s ,ws that guardrail meets the MINIMUM
UNIFORM DISTRIBUTED LIVE LOAD rom TABLE R301.5,Building Planning,
2014 F: '-Residential 5th Edition.
8. Ite 1-6 have been accepted and approved.#7 ha it.
. Submi in orma ion reques e i rom ' above for attac men o guar, rail system. Also
submit structural detail from engineer on how the system will be attached to porch,
1
Irequired blocking or reinforcing that goes above and beyond the porch framing for the deck
that is going to show how this guard rail system is attached.The architects says that the
`GUARD RAIL SHALL BE ENGINEERED TO COMPLY WITH CODES' on page A6.5
Please submit the engineers design and shop drawings including load calculations.
0 /
/91)0 5 n
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road OFFICE COPY
Atlantic Beach, FL 32233-5445
Ofc (904) 247-5844
Fax (904) 247-5845
hd 2•ev14k" CVmmPn. -- a n1ailed G.22. •/b h-► S.;-; Sv ,4rv1 .
2
I
-,J
Vis, CITY OF ATLANTIC BEACH i
- 800 SEMINOLE ROAD
j -ATLANTIC BEACH,FL 32233
\ y--1
(904)247-5800
'�J,'il>r"
BUILDING DEPARTMENT REVIEW COMMENTS
OFFICE COPY
Date: 6\15\16
Permit#: 16-SFR-1295 Applicant: Principle Constructor,Inc.
Site Address: 201 Magnolia St.,AB Site Address: 1619 Dunns Fr. Dr.N. Jaxville
Review: 1 Phone: 904-477-6188
RE#: 170548-0000 Email: cemullis@comcast.net
Prop. Owner: Ryan Weeks
Email: litercola57 a►,hotmail.com
Phone:904-982-8948
Correction Comments:
Applicata • isappr-ovedfnr the following issues:
il. ubmit a second completed energy calculations package. Two are required, only one was
submitted. _ 6 -)2-/ (,
2. The Energy Performance Level Display Card was not filled out. When the second set of vi"U
energy calcs are..brought in be sure that the EPL card is signed and sign the one that w
ilia
ve-now:--
3. s ' • • e i •roI uct Approva n orma ion orm. - wo are required. Also, the one tha 6-a2-/4.
was submitted was not completed. The last page was left blank. Be sure the second one a. rr"y
• 1 as the one we have gets filled ou
4. Missing the product approval description and number for cement board lap siding. Submi 6',2,),*
with the missing second copy and fill in on the alr• • s e itted co s
5. on rac or nee e s o come into the Building Department to write on the Arch. Site s lans er7s. "v)..
and File Set) the proposed Finish Floor Ele • 'e n initial and d. • b•/7. 6.
6. •��-� -"":; o s e used (energy calculations shows attics unvented) for seale
6 •.J246
is ins_ . •1 1 s bmit 2 copies of the ICC-ES reports on the e of spray foam to be used. ,ori ry
7. ' . , II it all shop drawings wt. 1 a 1 s o material and fasteners f -rdrail O
system; pr i ••: • s •si.n information that e e • . • . ar•rail meets the MINIMUM
UNIFORMLY DIST ' I:+!= " !k • I • DS from TABLE R301.5,Building Planning,
2014 - ' • 1•ential 5th Edition.
1
Erre! i ciii e ci Rev i f w Co.-y, vr 4.4 i4 6 /S•ib it 2r-
1i1�1
r f ‘
OFFICE COPY City of Atlantic Beach •
Complete Plans Checklist
Oa v,
Provide (2) copies of signed and sealed Architectural/Engineering Plans to include five (5)
sets of Site Plans. (Note: Commercial projects will need (3) sets of signed and sealed plans; one to be sent
to Fire Department for review.)
❑Cover Page:
o Address of project A o. v C>
o Occupancy Class: For One&Two family"Group R-3". 4 F' cit'
o Applicable codes; 2007 Florida Building Code, 2008 National Electrical Code, 2007 Florida Fire Prevention Code
and COAB Code of Ordinances. Energy forms as required by Florida Energy Code. 4 u•c
o Index of all drawings &attachments and all pages numbered. > L
o Printed name, contact info, date and signature of person responsible for the design of the structure. AO . 00
❑ Site Plan (Legal Survey):
o Distance of proposed house to property lines
o NC compressors, generators, LP gas tanks, pool equipment etc. A I. 00 /4 i.v f
o Driveways, walkways, patios... ,i i. c c /E t • L
o Impervious Surface Area (lot coverage)calculations—tabulation of all impervious areas required A 1 0
o Drainage plan with supporting on-site water storage calculations, and location of easements.
Contact Public Works for information on On-Site Storage requirements for added impervious surface area.
❑ Erosion & Sediment Control Plans (Can be included on Site Plan/Survey):
• Silt fence location, construction detail and maintenance plan. /}1, v
• Installation must be inspected and approved by Public Works before any site work is started.
o Inlet protection (if existing storm water inlets are adjacent to property. N//1
R- Construction Site Management Plan (Can be included on Site Plan/Survey):
o Location of any proposed demolition
o Grading & drainage surface water management plan /), .
o Onsite & offsite parking for construction workers Ai. v 1
o Location of temporary fencing with height and screening indicated
o Location of(Atl. Beach franchise approved) dumpster. Location of construction trailer & chemical toilet.
COAB Code of Ordinances—Sec.6-18
0/Foundation Plan:
o Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for
the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string
stretched from marker to marker to verify required setbacks." Az, co / !Ps q,LE XioS6D
❑ Floor Plan:
o Size and arrangement of all rooms and intended use. %I Z:O r /41. o"2.
o Locate air handlers, fireplaces, water heaters, attic access, etc. A Z. or /A 2, 0 Z
o Label accessible 1st floor bathroom, egress, windows etc. .1 z.;,1/ A 5..o 1 /A S.o Z- 14 s. a?
C levations A5.ci in 5 o z- iAS, o"S
GYStructural Engineering:
o Structural design criteria, loading requirements indicated.
o Shear Wall plan.
o Size all beams, headers and support requirements.
o Detail uplift & load path connections.
o Engineers embossed seal required.
o Supporting structural calculations included.
'07 FBC-Sec.1603
❑ Roof Plan:
o Indicate how attic is to be ventilated. /}2. 0 3 (No ri) 4- p A 5: 3 nloTk
1
V
❑ Sections and Details: ,S I >< A G. S 2.
o Typical wall sections for each dissimilar wall type. A(o
o Stair sections with guard and handrail details. I1 Z. 01(42. o 2
o Balcony guardrail details. / A c- "1 ,1 C.o 3 I 44 S
• Electrical Plan: A 3, o/
o Riser diagram including size and type of service entrance conductors
o Location of all receptacles, switches and the distribution panel. f1 3. o f /R 3
c
o Required plan note: "All electrical wiring to be in accordance with '08 NEC. Provide arc-fault circuit interrupters in
all bedrooms per article 210-12." ,4 3 wore_J-
El
❑ Plumbing (please note if the following applies):
o New or existing private well on property 14
o Irrigation to be installed R! 0 4) Karg (N/4)
o Irrigation meter desired N �}
2
OFFICE COPY
ATLANTIC BEACH, FL 32233
HOUSE SIZE-3521 SQ FT
LIGHTING AND RECEPTACLES 3521 SQ FTX 3 WATTS 15,063VA
RANGE--- - - - 8000VA
HVAC-2 @ 5 KW& 2@ 3 KW- -------16,000VA
WATER HEATER - -- 4,500VA
DRYER -- --------- 4,500VA
REFRIDGERATOR 750VA
DISHWASHER 1,500VA
DISPOSAL 750VA
MICROWAVE 1500VA
WELL PUMP 1200VA
GENERAL LOAD
FIRST 10,000 @, 100%: 10,000 WATTS
REMAINDER OVER 10,000 @ 40%: 7605 WATTS
TOTAL GENERAL LOAD: 17,605 WATTS
FINAL LOAD TOTALS
FEEDER LOAD:33,605 WATTS
FEEDER AMPERAGE: 140.02 AMPS
NEUTRAL LOAD: 14,144 WATTS
NEUTRAL AMPERAGE: 58.84 AMPS
SERVICE SIZE: 150 AMPS
LOAD CALCULATION PREPAIRED BY PHASE ONE ELECTRICAL CONTRACTING
}
OLIVER VAN DE KAMP - --EC# 13005339
•
'1
•
I
01•Api OFFICE COPY
41 Comp. By: RTW
j Date: 5/18/2016
15
x, ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART A 5/18/2016
•
s \# t., Comp. By: RTW
r Aa ; Date: 5/18/2016
J V
sp)
�,.i , ' ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 142 0 BOTTOM (4.5' x 31.5')
8.5 160 75 TOB (5'x 32')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 160.0
d=depth to ESHWT= 5.0
pf=pore factor= 0.3
Inground Storage= 240.0 ft3
Required Treatment Volume= 1,550 ft3
IlSupplied Treatment Volume= 315 ft3
I
111
I
Retention WATER RETENTION NORTH POND PART A 5/18/2016
11
S
'� OFFICE COPY
� '1Comp. By: RTW
Date: 5/18/2016
-toii1 ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2.500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
(IL rsqa,1%'
S\ Comp. By: RTW
�� r Date: 5/18/2016
9 ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8.0 9 5 0 BOTTOM (7'x 13.5')
8 5 11+5 5 50 TOB (7.5' x 14')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 105.0
d= depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 157.5 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 207 ft3
Retention WATER RETENTION NORTH POND PART 13 5/18/2016
4.
rSyaJ'i0,, OFFICE COPY
c s- -.1�,, Comp. By: RTW
r Date: 5/18/2016
xiiiir
-1-, ;' ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
i Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 I 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
rjt 41 I,, Comp. By: RTW
Date: 5/18/2016
.��;� ,11 ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 292 0 BOTTOM (35'x 8.3')
8.5 336 157 TOB (36' x 9.3')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 336.0
d=depth to ESHWT= 5.0
pf=pore factor= 0.3
Inground Storage= 504.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 661 ft3
I
I
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
P
I-`''\'? OFFICE COPY
(--- i, Comp. By: RTW
7
Date: 5/18/2016
x On 9 ***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C =Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5.000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft`
Runoff Coefficient
Area Lot Area
Description (ft2) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
-t
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:- ).
Date: 5/18/2016
-lay-
'
o ***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
E' 0 162 0 BOTTOM (15'x 10.8')
F_s.5 189 88 TOB (16'x 11.8')
Elevation Area Storage
(ft) (ftZ) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 188.8
d=depth to ESHWT= 5.0
pf=pore factor= 0.3
Inground Storage= 283.2 ft3
Required Treatment Volume= 1,550 ft
3
Supplied Treatment Volume= 371 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
REVISION
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PROTECT WEEKS RESIDENCE J
Lou Pontigo and
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420 Osceola Avenue
;;, ;A\ fax. Beach.Florida 32250 '°B" WEEK-15-00606 SII,.NO.
Ph.242-0908 Fax.241-9557 C K- 1
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s' moi?. City of Atlantic Beach ff(gCJv� 1 i> APPLICATION NUMBER
c , .., ; , Building Department
p� (To be assigned by the Building Department)
far,n� j'i,{ 800 Seminole Road JUN O 8 l��u )
�r Atlantic Beach, Florida 32233-544 ' G -S1=-6 _ l 2Q
Phone(904)247-5826 • Fax(904 5845
'c.m % E-mail: building-dept@coab.us Date routed: i
City web-site: http:/lwww.coab.us Milai/M1
APPLICATION REVIEW AND TRACKING FORM
Property Address: ZO I rGIvoLi A 3 f De.artment review required Yes No
dThuildin.111111111111111111.
Applicant: 1R i tve, p L C OtuS7guC700 4;®'arming & on. i
('s"—
Tree .mi—A n for
Project: ` - 1 A V i `, "ublic Works
0. 'ublic Utilitiellills
R E; i Odie-C. Public Safety
IZEMMINIIIIIIIIIIMI
Review fee $__ b Dept Signature
•
Other Agency Review or Permit Required Review or Receipt
of Permit Verified By Date
Florida Dept. of Environmental Protection mm.. . II_ II_11_ IIIIIIIIIIIIIIII
Florida Dept. of Transportation
..11111111.11111111011111111111
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
11.....11111111.11111111.1111
Division of Alcoholic Beverages and Tobacco
Other:
11.1111111
APPLICATION STATUS
Reviewing Department First Review:
(Circle one.) Comments: ❑Denied.
Comments:
BUILDING
PLANNING &ZONING
Reviewed by: ,� /
TREE ADMIN. r Date: 'Y
Second Review: []Approved as revised. ❑Denied.
' ,' j C WORM Comments:
P BIC ti" ,,"LITI S
Ptd "
IC SAFETY
Reviewed by:
FIRE SERVICES • Third Review: Date:
DApproved as revised. ['Denied.
Comments:
Reviewed by:
ised 05/14/09 Date.
� City of Atlantic Beach APPLICATION NUMBER
BuildingDepartment'�- S'
RECEIVED( o be assigned by-the Building-Department.)
� � ..- `� 800 Seminole Road Zc�
r� Atlantic Beach, Florida 32233-5445
SUN O S Ulus, • Phone(904)247-5826 • Fax(904)247-5 5
201; �%- E-mail: building-dept@coab.us Date routed: or
City web-site: http://www.coab.us BY:
APPLICATION REVIEW AND TRACKING FORM
Property Address: Z ID � i\A(AGIvo u.A 3 T Department review required Yes No
Ouildinn
Applicant: PRàCPL 6: Co uC-7 _ anning & on
Tree—Administrator
Project: -- — •* V Lam. . Public Works
Public Utilities
R Es ( /JE/l}C_C Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review Receipt Date
•
of Permit or Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco •
Other:
APPLICATION STATUS
Reviewing Department First Review: I 'Approved. IV Denied.
(Circle one.) Comments: -4€ frd, / m ,/
BUILDING
PLANNING &ZONING r ��/!
Reviewed by. te: 6
TREE ADMIN. Second Review:
Approved as revised. ❑Denied.
PUBLIC WORKS Comments: ✓Le A14/414 G 04
PUBLIC UTILITIES /
PUBLIC SAFETY Reviewed by: `_� Dater/77;
FIRE SERVICES Third Review: QApproved as revised. Lir in ed.
Comments:
Reviewed by: Date:
ised 05/14/09
I�,,y.f CITY OF ATLANTIC BEACH
.0 r„ DEPARTMENT OF PUBLIC WORKS
0 �� 1200 Sandpiper Lane
I' tl� Atlantic Beach,FL 32233-4318
A c TELEPHONE:(904)247-5834
iii .,. FAX:(904)247-5843
X www.coab.us
CONTRACTOR: DATE: 6-10-16
Principle Constructors,Inc. �M PERMIT# 16-SFR-1295
1619 Dunns Branch Dr.N. ADDRESS: 201 Magnolia Street
Jacksonville,FL 32218 7 > c Atlantic Beach,FL 32233
Email: cemullis53@gmail.com
,
PERMIT APPLICATION FOR SIN E FAMILY RESIDENCE
Your permit application has been by the Public Works Department for the reasons listed below. Please submit this information
at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,
Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us.
PUBLIC WORKS CORRECTION ITEMS:
(Submit the following information to the Public Works Department)
V/**Provide manufacturer cut sheet for pervious pavers.
\i*Need to show paver installation method. (Must meet I.C.P.I.).
**A Revocable Encroachment Permit must be obtained.
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
**Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities.
Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction.
**All silt must remain on-site during construction.
**If on-site storage is required,a post construction topographic survey documenting proper construction will be
required.
**Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Republic Services, Shapell's, Sunshine Recycling and Waste Pro).
**Full right-of-way restoration, including sod, is required.
cc: Toni Gindlesperger,Building Department
Perrone, Jennifer C.
From: Perrone, Jennifer C.
Sent: Friday, June 10, 2016 9:15 AM
To: 'cemullis53@gmail.com'
Cc: Williams, Scott; Gindlesperger,Toni
Subject: Plan Review Comments for 201 Magnolia Street
Attachments: Plan Review Comments 16-SFR-1295.pdf
Permit application#16-SFR-1295 for 201 Magnolia Street is currently denied by Public Works. Attached are the plan
review comments. Please submit required information at your earliest convenience in order that we can process
approval for our Department.
Thank you,
Jennifer Perrone
Administrative Clerk
City of Atlantic Beach
Public Works Department
1200 Sandpiper Lane
Atlantic Beach, FL 32233
Phone (904) 247-5834
Fax (904) 247-5843
email: jperrone@coab.us
s.:111,?;` CITY OF ATLANTIC BEACH 1Ci. -SF - (Z
r. -- "A1�, _ CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY ANDEASEMENTS____-_—_____----_ __-
800 Seminole Road 904-247-5800
�uat�' Atlantic Beach,Florida 32233-5445 Fax 904-247-5845
PERMIT#
PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION.
Date (o - 2-o — EA)( b ISSUES BY THE CITY
Job Address 20 ( M 4G.A/v LI A ST E-mail L, iU COLA Sle #107"'AMC. Cot,
Permitee: FYA-A/ WEEKS Telephone# 4o 4-- 9'8 2. —81'44?)
Permitee Address: 2111 WILLESboN I I . W J4C-I lo‘vv,Ll_E' 1 F,... 322¢1
Requesting Permission to Construct: l7Ei of IA.A-tf — PCLACel-
Location:
-Location: (Reference to Cross-Street) 14 A'CaN L iA S
C •-
1. Applicant declares that prior to filing this application he has ascertained th I• : • _ both
aerial and underground and the accurate locations are shown on the sketchd /�
A Letter of Notification was mailed to the following Utilities/Municipajiti4: JUN 2 7 2016
• u ,s1. ._./
Jacksonville Electric Authority Yes ( ) No ( ) Date. _
Bell South Telephone Company Yes ( ) No ( ) Date:
Ferrell Gas Yes( ) No( ) —"""-'gate.
Comcast
Yes( ) No ( ) Date:
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder,
shall be immediately removed from said street or easement or reset or relocated hereon as required by the
Director of Public Works, and at the expense of the Permitee unless reimbursement is authorized.
3. All work shall meet City oftic Beach or Florida Department of Transportation Standards and be performed
under the supervision of � -CtA J..s /n e„y) ; s (Contractor's Project Superintendent)
located at lt.t.q cpr.-..,.,1 {fir. )r, lV- -"CILx �a.�\•., Telephone#: Icc -334-4.0c1(07
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and
the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of
this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of
Way are to be included with this application.
7. This permittee shall commence actual construction in good faith with?, (Q c)days. If the beginning date is more
than 60 days from date of permit approval, then permittee must review the permit with the Director of Public
Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's
right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times,
assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and
all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder
of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four(24) hours prior to starting work and again immediately
upon completion.
OWNER
Si red: Gv1. ��:_ELIZA PP cre me this 20 day
o u in •the Count o� "'
�, y •,-! {•,e/'
-'e 0 'PAL� a sgrally appeared
L, :. _ �",_ '°`.T t7ta V •u c S�'tar e, of Florida, County of Duval. My
CO issio eX Ir: rpm.•`-0153 FioridalloterySe ice.corn
p j��,� Personally Known:
Produced Identification: (_.
Revised 7/2015
.
I (0 - SFS - 12015
•
.. _ _ _ _ _ _ _ _ _
- -- -- -- - -.-- -- - -
_ _ __ _ _ _ _ _
Permit Attachment of for ---------------
Permit# issued ,20_Atlantic Beach,FL 32233
Owner's Name: Property Address:
R.E.#:
Subdivision: Lot#/Block#:
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this2Qday of (\re ,20_,
by Atlantic Beach, Florida, a municipal corporation organized and existing under the la of the State of
Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida,
hereinafter referred to as"USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to
enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic
Beach Right-of-Way/Easement permit numbers noted above(copies attached).
This work is generally described as: 'd/►i(t‘i (1 ` R
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains
subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to USER shall be
given by certified mail, return receipt reque ed, to the following address:
2 Q / ft,4/ *Iti
The depositing of said notice of cancellation in the Uliited States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the
exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition.
In the event it is necessary for the CITY or the City's approved representative or other franchised utility to
enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense,
any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or
adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,
Land Development Code,and all other land use and code requirements of the CITY,including
City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced
with other materials, but must be replaced with smooth concrete left natural in color so that it matches the
existing and adjoining sidewalks."
Page 1 of 2
- — - - The USER,prior to making an char:es from the a. .t. -. $ . 1 . u$ . u -thod,_m�obt; -mea
approva l om the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the
discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days
after the day of completion.
This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and
assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws
and/or specifications, to include utilities locate requirements and use limitations/requirements of public
rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall
be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said
liabilities are hereby assumed by the USER.
DATED and SIGNED this OD day of 31uA/E— ,2014
By:
Pro erty Owner
(to be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On thisday of , 20N, personally appeared before me, a Notary Public in
and for said County and State, eitiwo 7 los LACS' , the property owner of
20 I M 0 LiA. d ,Atlantic Beach,Florida,known to me to be the person(s)described in
and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely
and voluntaril I $ the uses and purposes therein mentioned.
ELIZABETH A MURPHY
4 '\ ''F MY COMMISSION#FF167953
l otary Public in for said Co and State
fsf, EXPIRES November 20,2018
Alltati8-016.1 non dallotaryService.corn
CITY OF ATLANTIC BEACH, FLORIDA, a
municipal corporation:
Approved:
• 'ublic forr ks Director
DaYt,I Q.p ace 4.2v:4e.
For Permits where city sidewalk is impacted,
City Manager approval required:
Nelson Van Liere,City Manager
Page 2 of 2
{
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.,r S, Comp. By: SRW
s Date: 6/9/2016
Public Works Department
City of Atlantic Beach
Permit No: 16'.Sf R-l.Z fr l
Address: 201 Magnolia Street NOr*i, P 'VX pt /(/'
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention MASTER WATER RETENTION 6/9/2016
;..5A,lr�J.,
C *.- _ s,, Comp. By: SRW
\ Date: 6/9/2016
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Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia Street
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 142 0 BOTTOM 4.5 X 31.5
8.5 160 76 TOB 5 X 32
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 160.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 240.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 316 ft3
Retention MASTER WATER RETENTION 6/9/2016
(---:0Pr �� , Comp. By: SRW
Date: 6/9/2016
ai
,vn,
Public Works Department
City of Atlantic Beach
Permit No: 16-SFR-1295
Address: 201 Magnolia Street North Pond Part B
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention Magnolia Street 201#1 North Pond Part A 6/9/2016
r 'ini , Comp. By: SRW
1 -A►., s Date: 6/9/2016
Public Works Department
City of Atlantic Beach
Permit No: 16-SFR-1295
Address: 201 Magnolia Street North Pond Part B
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8.0 95 0 BOTTOM 7 X 13.5
8.5 105 50 TOB 7.5 14
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 105.0
d= depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 157.5 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 208 ft3
Retention Magnolia Street 201 #1 North Pond Part A 6/9/2016
irs .W,, Comp. By: SRW
Date: 6/9/2016
f
ss
Public Works Department
City of Atlantic Beach
Permit No: 16-SFR-1295
Address: 201 Magnolia Street Southeast Pond
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description1ft2) (ft2) "C" Wtd"C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storaqe Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention Magnolia Street 201#1 North Pond Part B 6/9/2016
t yv.f/,,
f\ Comp. By: SRW
' Date: 6/9/2016
\J;119r
Public Works Department
City of Atlantic Beach
Permit No: 16-SFR-1295
Address: 201 Magnolia Street Southeast Pond
Provided Storage:
Elevation Area Storage
(ft) (ft)
(ft3)
8.0 291 0 BOTTOM 35 X 8.3
8.5 335 157 TOB 36 X 9.3
Elevation Area Storage
(ft) (ft)
(ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft)
(ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 335.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 502.5 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 659 ft3
Retention Magnolia Street 201 #1 North Pond Part B 6/9/2016
rj rLyrlil
' , Comp. By: SRW
" Date: 6/9/2016
J
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- Ui;1..0.;:e
.
Public Works Department
City of Atlantic Beach
Permit No: 16-SFR-1295
Address: 201 Magnolia Street Southwest Pond
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V= Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention Magnolia Street 201 #1 Southeast Pond 6/9/2016
Comp. By: SRW
Date: 6/9/2016
Public Works Department
City of Atlantic Beach
Permit No: 16-SFR-1295
Address: 201 Magnolia Street Southwest Pond
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8.0 162 0 BOTTOM 15 X 10.8
8.5 189 88 TOB 16 X 11.8
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 189.0
d=depth to ESHWT= 5.0
pf=pore factor= 0.3
lnground Storage= 283.5 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume = 371 ft3
Retention Magnolia Street 201 #1 Southeast Pond 6/9/2016
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-.15 v� Date: 5/18/2016
.,;3 >� ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART A 5/18/2016
,rs •fit, Comp. By: RTW
Date: 5/18/2016
,i3 >� ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8.0 14 2 0 BOTTOM (4.5'x 31.5')
5 5 160 75 TOB (5'x 32')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 160.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 240.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 315 ft3
Retention WATER RETENTION NORTH POND PART A 5/18/2016
rI,....,e1il r1,,
:' ";,‘,; Comp. By: RTW
Date: 5/18/2016
--4-
...--9.71 > ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ftZ) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
(,
ri• s;, Comp. By: RTW
Date: 5/18/2016
9'14 ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
95 0 BOTTOM (7' x 13.5')
,_5 185 50 TOB (7.5'x 14')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 105.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 157.5 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 207 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
rs 1r1J)r�'
o• •s; Comp. By: RTW
Date: 5/18/2016
�r
�r1;i,9%' ***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area (A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
\i rim-L1��J
It, Comp. By: RTW
Date: 5/18/2016
***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
' O '1 62 0 BOTTOM (15'x 10.8')
5 '7 8'2 88 TOB (16'x 11.8')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 188.8
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 283.2 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 371 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
r Vis, Comp. By: RTW
- /i Date: 5/18/2016
""zosti>/ ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
,..y. ,, Comp. By: RTW
1 Date: 5/18/2016
r
D.: 9 ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
3,3 292 0 BOTTOM (35' x 8.3')
8.5 333 157 TOB (36' x 9.3')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 336.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 504.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 661 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
MAP SHOWING PLOT PLAN OF
LOT 513, SECTION No. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE
16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
LOT 523
LOT 511 _ _ _
_ _ - 100.00 1
roam 140 CAP
1 I
I I
01 LOT 524
01 of �I
0 1 LOT 512
r-•-•-1(6
73(?) i• 1
z O I
—II
1 1 OUNO 1/2" IRON
51 I PIPE do CAP
a I ` 18 s9• it. ` "� 67y�_ _ _
100.02'(FIELD) 1 -
1 • 100.00 0.8' --�
I 6' WOOD FES A/Cc- PADS J t�rrrr�='♦1
$ cn , �,,�� co 20.0' : r
89'56'46"'�-yl� N I n II
20.1' 1 34.4' N 25.4' �i i
m •::::: v a FUTURE ; cn LOT 525
:.o. m . Poa. 1111
r
0 TWO STORY z: ; CP ia
z ::� o PROPOSED a I, O N
z, 3 N RESIDENCE coVER ' : •O -'
n_ 1t. CONCRETE 8.4' s I, o O
-� Z' 796 sq. ( PATIO ■
`0 FOUNDATION) (COpICRE a• m� j S I
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L0 f C? O BARS
1.8' 1981 sq. ft. it 2
1 g •` eL__r����a n
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� 29.9' FOUND y�2" 1ROtd
fi, ': ' n Z.
9O'I6'17 'a PIPE. NO C -
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;-D. /,,(✓ � BRICK PAVERS
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OT
1ill. - 7 9O1 44"" 100.00'
99.62'(FIEDD)
0. \ piPE2�i
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MEN
.:•i :a}:ii:::(•i'r,ti'ii.c?ii?icriit:r:�i:{:•iir:•ii:^.i-?:: is?:i?ic:•::?:i�: ..::.'.:.:_.: ..:`:i.;:::r.'.:.'.:.:'{:.v.,.;.::.•::•::�:::........
ST
MAP SHOWING SURVEY OF
LOT 513, SECTION Nc.. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE
16 OF THE CURRE\1T PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
LOT 523
LOT 511 _ ---
I
— — X10000
FOUP/
PENOICAP
1 I
1 I
o
I LOT 524
U,I O
0 0l
LOT 512
. -I� I
'8 to I
0o I
z q
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5
I 11 FOUND 1/2-
IRON
O I PIPE be CAP
z FIELD) 5 "LB 6715" - -
100.02'( f
I 100 �_- • 0.8'
FOUND 1/2• IRON •
PIPE NO CAP
�� ��• 6' WOOD FENCE 89'36'14-
a
.91 BB t2 F g,9
1.3'22\
`::.: : 89 56'4x•' - 1., \\ I o LOT 525
00
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1 71' 0 \\ 1 in. IRON — 99 6-2-( "°------ — -- �c 6.62
s ;i. Comp. By: RTW
Date: 5/18/2016
___:-0119%; v ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
NI requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C =Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ftZ
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART A 5/18/2016
rS y1,y rir
, Comp. By: RTW
Date: 5/18/2016
011 , ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8.0 142 0 BOTTOM (4.5'x 31.5')
° 160 75 TOB (5'x 32')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d`pf
A=Area= 160.0
d=depth to ESHWT= 5.0
pf=pore factor= 0.3
Inground Storage= 240.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 315 ft3
Retention WATER RETENTION NORTH POND PART A 5/18/2016
rim-L J r-,,
s ' °'Jl Comp. By: RTW
75 y� Date: 5/18/2016
�,;s �� ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C =Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 I 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area (A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
I
4"LJrj,
s sl` Comp. By: RTW
;, s Date: 5/18/2016
�0;3 >� ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8.0 95 0 BOTTOM (7'x 13.5')
8.5 105 50 TOB (7.5'x 14')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 105.0
d= depth to ESHWT= 5.0
pf=pore factor= 0.3
Inground Storage= 157.5 ft3
Required Treatment Volume = 1,550 ft3
Supplied Treatment Volume= 207 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
rS�1lr�l
r �s Comp. By: RTW
Date: 5/18/2016
***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area (A) = 5.000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
•(:;' 1, Comp. By: RTW
Date: 5/18/2016
'47-011 SA" ***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
E 0 162 0 BOTTOM (15'x 10.8')
189 88 TOB (16'x 11.8')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 188.8
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 283.2 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 371 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
1y,, i'
s •I,;, Comp. By: RTW
Date: 5/18/2016
x .U;; 9%- ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 I 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ftZ) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 I 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
�s1i, Comp. By: RTW
i Date: 5/18/2016
sA" ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 292 0 BOTTOM (35' x 8.3')
8.5 336 157 TOB (36'x 9.3')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 336.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 504.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 661 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
MAP SHOWING PLOT PLAN OF
LOT 513, SECTION No. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE
16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
LOT 523
LOT 511
_ - .__.-- — 100.00 11
FOUp PE/NOCAP
1 IRON
I
1
p► LOT 524
utI oI
0 1 LOT 512 I
A1p I
8\6I
0I FOUND 1/2C
ft 1 PAP
�t.B871�_ -•••• .,...--
taa.02'(i VELD)
I 100.00' 0.8'
I 8' WOOD FENCE A/C PADS I'`"__- 1n'
-. �, �.,,� `�''�� ❑ ❑ �': 20.0 ■
::.. $ 89'55'46''.f-vim N .1 34.4' it
13 4 it
25.'in4' S
:: 20.1' • >'' Fu1uRE ' I cn LOT 525
C7'' \linPool : o:.o; m r41u � (Jljv
STORY
::�: PROPOSED TWO y. it. O N
fit,_, _ RESIDENCE �� v' ,1
._ ft. CONCRETE coVER 8.4' ' „ Orn
-t.z 796 aq. PA110 VI 'b' $� E
�i.p. FOUNDATION (CONCRE .a o; '�
�,�.: C5 0 9 S 1.8' 1981 sq• ft. ° * e z
:C * DRIVEWAY 1.9' i�z n
-� i�, O m 8.3' a 29.9
-D -0: C3 N '� 11.8' In
Tc 29.9' FOUND 1I2 IRON
01
7C: 7.::1. i1 9016'17",, PIPE. NO CAS
N�.� 22.1' � BRICK PAVERS N0. '7°.1-41
L1C ,./.
•
mom. r
1�:�:� . 90,0'44'` 1 Q0.00
gg.62'�
O:. "� • SET 1/2' IRON FIELD
DO PIPE 72
C .........:::::r:..
.............................
"� MENT
(4) 3-0x3-0 FIXED 2w2h (2 on West wall 2nd floor NW bedroom and 2 on South wall 1st floor
garage) CA SEro.EATS ?
(2) 3-0x3-0 CASEMENT2w2h (1 on South wall 2nd floor laundry room and 1 on South wall 1st floor
bathroom)
(2) 3-0x6-0 SH 4/1 EGRESS COMPLIANT (2 on South wall 1st floor office)
(8) 3-0x5-0 (OR 3-0x5-2) SH 4/1 EGRESS COMPLIANT (E wall 2nd flr; 2 on balcony, 2 in SE bdrm, 2 N
wall 2nd flr NW bdrm, 2 N wall 2nd flr master)
(2) 2-6x5-0 FIXED 2w2h (East wall 2nd floor above stairwell)
(6) 2-6x5-0 SH 4/1 (South wall 2nd floor; 2 in SW bedroom and 2 above stairwell)
(1) 3-8x1-4 NON PRIVACY SHOWER WINDOW (master bath shower) f-'Ott-4 t_o,frA t Su Dr It .
(1) 2-6x5-0 SH 4/1 TEMPERED (over master bath tub)
(3) 2-0x6-0 SH 4/1 (South wall 2nd floor on tower face)
(3) 2-0x2-0 FIXED 2w2h (South wall 2nd floor tower accent windows)
(2) 3-0x4-0 SH 4/1 (North wall 1st floor; 1 in garage and 1 in kitchen)
(1) 3-0x4-0 SH 4/1 TEMPERED (North wall 1st floor next to dining room door)
(1) 12-0x8-0 VINYL SGD "XXX" w/stainless rollers and recessed handles-SPECIFY FOR BOTTOM
FLASHING HEIGHT WI FF
(2) 3-0x8-0 FG 1 lite LH 0/S w/ BBG -non rot jambs/stainless hinges (side rear door at dining room
and rear patio swing door)
(1) 6-0x8-0 FG 1 lite LH 0/S w/ BBG -non rot jambs/stainless hinges (master bedroom balcony)
(1) 3-0x8-0 LH I/S ENTRY DOOR (not yet selected)
Weeks, Ryan T.
From: Ryan Weeks <litercola57@hotmail.com>
Sent: Thursday, March 31, 2016 9:33 PM
To: Weeks, Ryan T.
Subject: Tap/Impact fees
System Development Charge, Water
3/4" - $1140.00 1" - $1904.00
System Development Charge, Sewer
3/4" - $4050.00 1" - $6794.00
Connection Charges
3/4" - $800.00 (Tap & Meter) 1" - $835 (Tap & Meter)
3/4" - $185 (Meter only) 1" - $220 (Meter only)
Cross Connection Control Inspection Fee
All meters<2" - $50
I assume a 3/4" meter will be sufficient, which would be represented by the highlighted entry below. Please let me
know if this assumption is correct. I included the fees for a 1" tap as well, but they are significantly higher. Also,there
is supposed to be a curb stop there already, so hopefully I won't have to pay the tap fee for the water and the total
would be the first amount for everything ($5460).
Totals
$5460.00 With existing water tap and 3/4" meter
$6040.00 If new water tap is needed - 3/4"
$8968.00 With existing water tap and 1" meter
$9583.00 If new water tap is needed with - 1"
v City of Atlantic Beach APPLICATION NUMBER
f.7;‘ Lie �''_; -. BuildingDepartment
p (To be assigned by theBuilding Department
j, •1i 800 Seminole Road
rev --• - — •-e Atlantic Beach, Florida 32233-5445 JG —SER
- 1 9S
Phone(904)247-5826 • Fax(904)247-5845
>% E-mail: building-dept@coab.us Date routed: -
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: ZcJ 1 (CNo u \ 3T Department review required Yes No
Buildin•
Applicant: �� f\30_, P L(_ i�S7RUC702- ' anning & on.
Tree A'minis ra or
Project: 1 i- ((✓ 'ublic Work
'ublic Utilities
(2 ES ( 0 -c-,,uC:_G_ Public Safety
Fire Services
Review fee $ Dept Signature
•
Other Agency Review or Permit Required Review or Receipt Date
• of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco •
Other:
APPLICATION STATUS
Reviewing Department First Review: QApproved. PIDenied.
(Circle one.) Comments: _cu.,
r/m4
4,1,1
BUILDING
PLANNING &ZONING
Reviewed by_ �Date: /�`[{
TREE ADMIN. Second Review: QApproved as revised. ®Denied.
PUBLIC WORKS Comments: sf �V^ / /A 4 / Q �"
PUBLIC UTILITIES �"( h7•t/
PUBLIC SAFETY Reviewed by: . v/<-- - Date: 0:S`
FIRE SERVICES • Third Review: p/ pproved as revised. ['Denied.
Comments:
Reviewed
•ised 05/14/09 •
f-SyL��rJv4 ZONING REVIEW COMMENTS
r , sf City of Atlantic Beach
i)
Z Building and Zoning Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
�"i 0.219`r Phone: (904) 247-5826 Fax: (904)247-5845 Email: dreeves@coab.us
Date: 7/13/16
Permit: 16-SFR-1295 Applicant: Principle Constructors
Review: 2°a Address: 1619 Dunns Br Dr N, Jacksonville, FL 32218
Site Address: 201 Magnolia St Phone: (904)477-6188
RE#: 170548-0000 Email: Cemullis53@comcast.net
Correction Comments
1. Shade Trees: Section 24-172(c)(4) requires 2 shade trees to be located on the property as part of the
Old Atlantic Beach Design Standards. One of the trees must be located within the front yard.This is the
area within 20 feet of the property line along Magnolia Street. The second tree can be located anywhere
else on the lot. See Section 23-33(0(f)for a list of approved shade tree species.
Informational Comments
2. Right-of-Way Landscaping:The landscaping located within the right-of-way on David Street requires
an approved right-of-way permit from the Public Works Department. The approval of this permit for a
new single family home does not grant permission to plant anything within the right-of-way.
Derek W. Reeves
Planner
dreeves@coab.us
1 I 31it
Mme.
DAvEy
THE DAVEY TREE EXPERT COMPANY
8555 Plummer Road
Jacksonville, Florida 32219
April 27, 2015
To: Mr. Ryan Weeks
Re: Tree Issues
Northeast corner of David St&Magnolia St.
Atlantic Beach, FL
On Friday April 24, 2015 I visited your vacant property located on the northeast corner of David
St&Magnolia St in Atlantic Beach and evaluated the trees on the lot. After my evaluation I can
see where the 3 pine trees are in poor shape. All 3 trees have signs of Pine Bark Beetle bores;
these are insects that bore holes in stressed trees. There are other issues that cause the bores
including heart rot and decaying buttress roots. These conditions make the trees unstable.
Based on my evaluation, I find that these pines are more harmful than beneficial to the property
and future landscape.
Thank You,
Scott Richens
ISA Certified Arborist FL-6392A
DAVEY TREE
8555 Plummer Road,Jacksonville,Florida 32219
Office:904-768-8733/Cell 904-509-2395/Fax: 904-768-2298
scott.richens@,davey.com/www.davey.com
EXPERT IN INSTALLATION, REMOVAL, AND CARING OF TREES
(904) 768-8733 FAX (904) 768-2298
FILE COPY
- ),,tv r , ZONING REVIEW COMMENTS
J l I '�
�.� S) City of Atlantic Beach
u,- "'�� Building and Zoning Department
800 Seminole Road Atlantic Beach, Florida 32233-5445
if-:/
0.219r Phone: (904)247-5826 Fax: (904) 247-5845 Email: dreeves@coab.us
Date: 6/15/16
Permit: 16-SFR-1295 Applicant: Principle Constructors
Review: 1st Address: 1619 Dunns Br Dr N,Jacksonville, FL 32218
Site Address: 201 Magnolia St Phone: (904)477-6188
RE#: 170548-0000 Email: cemullis@comcast.net
Correction Comments
.---`Z/1 /1 (9 Reatcvc-c
impree Removal: Please submit a Tree Removal Permit Application for all trees that have been
emoved within in the last 2 years and any others to be removed in the next 2 years. At least 3 large
Pine trees were removed from this property in the last 2 years. Please be sure to include those in the
permit application.
Derek W. Reeves
Planner
dreeves@coab.us
0 y,,yr./v� TREE & VEGETATION AFFIDAVIT
6� .411:41*.,
1, City of Atlantic Beach
r ) Department of Community Development
2 Planning&Zoning Division
r 800 Seminole Road Atlantic Beach,FL 32233
i*Z
�J,3 PERMIT# 91,1--
SECTION
!`
(P)904 247-5800 (F)904 247 5845 `� ~5�� -101�.J
SECTION I -APPLICANT INFORMATION E Owner(s) J Legal Authorized Agent*
NAME OF APPLICANT () k0,r l-P ,, al 1 ? i S
NAME OF COMPANY 'PA ; INc)p1e atr-Y"‘St n (r'oc's I.+ c -
ADDRESS OF COMPANY /G 1 q --.2-)L„,.,_ s -81.1,1 c I Th , M .
PHONE CELL 404 3 q S 67 EMAIL f°' ell. I j , .5. c q i
CONTRACTOR CERTIFICATION NUMBER C)S 7 cj 0 r— . I - `
p
C C I V C ".)
ATLBCH BUSINESS TAX RECEIPT NUMBER 3 5, O y 66,4 /�
SECTION II-SITE INFORMATION JUL - 1 2016
J
STREET ADDRESS OF PROPERTY o7.p t ih e.Sr r 1 ., r.1 JS�' ,
If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address.
LEGAL DESCRIPTION
LOT BLOCK SUBDIVISION 03 11 S 5141-TA-Ie. ScEvU
REAL ESTATE NUMBER 13-Q 5-4-8 -0000 LOT OR PARCEL SIZE: SQ FT AC
RESIDENTIAL )C COMMERCIAL OTHER(SPECIFY)
I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those
regulations Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed
from ve-described or adjacent properties in conjunction with this project.
CA---1 'A'----5<-----
SI N TURE OF OWNER SIGNATURE OF OW -'
FL
104-
Signe and sworn before me on thi day of JUV^R- , 4.0 ,by State of R
Y
G c T We.k 1 County of 0 0 V A( -
Identification verified: ec, 1( \ ( L- c C ,
No Ilip _ It,
1 ,.' SCOTT P DAVEY 'PP
1 ittr) Notary Public-State of Florida
1 _ Commission 0 FF 227190 I Notary Sig . - /
1 %',.iiY..r My Comm.Expires Jul 29.2019mrirrifirrwswqrwiromPawswewei .772I/� '-�l
My Commissi. - pires: 1
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r Date: 5/18/2016
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,13 ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
'1 Description (ft2) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART A 5/18/2016
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<0:1 s,; Comp. By: RTW
Date: 5/18/2016
SA' ***NORTH POND, PART A***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 142 0 BOTTOM (4.5' x 31.5')
8.5 160 75 TOB (5' x 32')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 160.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
4 Inground Storage= 240.0 ft3
4
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume = 315 ft3
I
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Retention WATER RETENTION NORTH POND PART A 5/18/2016
N
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6 +'if Comp. By: RTW
Si Date: 5/18/2016
�
0.“ > ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
i requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
NI Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area (A) = 5 0011 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
ill
-S��,yrI RTW
�s r s\ Comp. By:
r
Date: 5/18/2016
'-o,: f.k ***NORTH POND, PART B***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
8 0 95 0 BOTTOM (7'x 13.5')
8.5 105 50 TOB (7.5'x 14')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 105.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 157.5 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 207 ft3
Retention WATER RETENTION NORTH POND PART B 5/18/2016
1*
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j, Comp.p. B y: RTW
r _ Date: 5/18/2016
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—011 9:' ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C =Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA= 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V= 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
l
,41 kp , Comp. By: RTW
J
_) Date: 5/18/2016
-0;i >," ***SOUTHEAST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 292 0 BOTTOM (35'x 8.3')
8.5 336 157 TOB (36'x 9.3')
Elevation Area Storage
(ft) (ft) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 336.0
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 504.0 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 661 ft3
Retention WATER RETENTION SOUTHEAST POND 5/18/2016
C
rIICt s Comp. By: RTW
r Date: 5/18/2016
. ---0;t >� ***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
I stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 0 5,000 1.00 0.00
Pervious 5,000 5,000 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,000 x 9.3 / 12
V= 775 ft3
Postdevelopment Runoff Volume:
Lot Area(A) = 5,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 2,500 5,000 1.00 0.50 %ISA = 50.0%
Pervious 2,500 5,000 0.20 0.10
Runoff Coefficient(C)= 0.60
Runoff Volume
V= 0.60 x 5,000 x 9.3 / 12
V = 2,325 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,325 - 775
DV= 1,550 ft3
Retention WATER RETENTION SOUTHWEST POND 5/18/2016
Comp. By: RTW
r Date: 5/18/2016
***SOUTHWEST POND***
Public Works Department
City of Atlantic Beach
Permit No:
Address: 201 Magnolia St
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
8.0 162 0 BOTTOM (15'x 10.8')
8.5 188 88 TOB (16'x 11.8')
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0 BOTTOM
0 TOB
Inground storage=A*d*pf
A=Area= 188.8
d=depth to ESHWT= 5.0
pf= pore factor= 0.3
Inground Storage= 283.2 ft3
Required Treatment Volume= 1,550 ft3
Supplied Treatment Volume= 371 ft3
I
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Retention WATER RETENTION SOUTHWEST POND 5/18/2016
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