1629 BEACH AVE - POOL DESIGN AND SITE SURVEY DEP POOL City of Atlantic Beach
Community Development
800 Seminole Road
Atlantic Beach,Florida 32233
Telephone(904)247-5826
Fax(904)247-5845
0 http://w .coab.us
November 17,2016
Re: 1629 Beach Avenue DEP Letter
Mr. Kevin Partel,
The City of Atlantic Beach did a preliminary review of your plans for a new swimming pool and
surrounding deck east of main house at 1629 Beach Avenue. Drawings provided by the architect
show that the no portion of the swimming pool is within 5 feet of the side property lines and is not
within 20 feet of the front property line. Additionally no portion of the decking is exceeds 30
inches in height within 5 feet of the side property lines and within 20 feet of the front property
line. Based on this, the proposed construction does not contravene any local setbacks or zoning
codes.
This letter does not constitute an approval by the City. The project must still be submitted to the
City in a permit application and be approved by all applicable departments prior to approval.
Please feel free to contact me at(904)247-5841 or dreeves@coab.us if you have any questions.
Sincerely,
Derek W. Reeves
Planner
KEVIN PARTEL
COASTAL CONSULTANT
4230 MYRTLE STREET
ST. AUGUSTINE, FL 32084
City of Atlantic Beach
Building Department
Mr. Dan Arlington
800 Seminole Road
Atlantic Beach, FL 32233
September 21, 2016
RE: REQUEST FOR LETTER OF LOCAL APPROVAL FOR DEP APPLICATION
PFOTENHAUER RESIDENCE @#1631 BEACH AVENUE, ATLANTIC BEACH
Dear Dan,
My client, Kurt Photenhauer is seeking to construct an in-ground swimming pool on the
east side of the existing home landward of the current dune system. We have just filed for
a DEP permit and as part of the process we have to provide DEP with your acceptance. I
have enclosed is a copy of a site plan, construction drawings and pool layout identifying
the location of the proposed structure with respect to the current residence under
construction and the adjacent property lines. The attached plans identify the exact
location of the home with respect to the pool. If everything is acceptable by your
standards,would you please provide me with a copy of your local DEP letter of approval
for the department.
Should you have any questions please feel free to call or fax me at my home office @
904-829-0851 or my cell 669-9357. As always, I greatly appreciate all of your help.
Ve 22
Kevin Partel D l6 c r� v El
L SEP 2 7 2016 D
--
GENERAL NOTES AND SPECIFICATIONS
DESIGN CRITERIA REINF RC D CONCRETE PAVER AND POOL BACKFILL NOTES TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
FLORIDA BUILDING CODE 2014 — RESDENTIAL E
BELIEF,
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL BE SECURED AND
FABRIC SHALL CONFORM TO ASTM A185. THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE
PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. BACKFILL SHALL BE CLEAN SAND, FREE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN
LIVE LOADS: ALL HOOKS IN REINFORCING BARS SHALL BEA 1 STANDARD HOOKS. OF ROCKS AND DEBRIS PRODUCED DURING EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE.
POOL DECK 40 PSF MUCK OR MARL.
ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED THESE DESIGN PLANS AND SPECIFICATIONS ARE IN Lou P o n t i g o a n d
ALLOWABLE UNIT STRESSES AND SPACED IN FORMS AND SECURED IN PLAC IN ACCORDANCE WITH THE PROCEDURES BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO 90% OF THE MATERIAL'S COMPLIANCE WITH THE STANDARDS AND GUIDELINES Associates, Inc.
CONCRETE: (PER ACI 318) AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD MAXIMUM DENSITY. ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3
OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 Osceola Avenue
CONCRETE:
PRACTICE FOR DETAILING REINFORCED CONCRETEII.STRUCTURES', ACI 315. BAR SUPPORTS WATER WANDING OR ££JUKING" DOES NOT CONSTITUTE PROPER BACKFILLING COMPACTING AND SHALL APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION Jax. Beach, Florida 32250
SLAB ON GRADE E CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS.
f'c = 3000 PSI SHALL BE PLASTIC DIPPED AFTER FABRICATION. NOT B / MANUAL. Ph. 242-0908 Fax. 241-9557
STRUCTURAL POOL SHELL f'c = 4000 PSI ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE FL: CA# 8344 SC:CA# 3579
STRUCTURAL GRADE BEAMS f'c = 4000 PSI OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL
III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE OWNER AND RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A CONTACT US WITH YOUR COMMENTS
STRUCTURAL PILE CAPS f'c = 4000 PSI WELDED WIRE FABRIC SHALL BE LAPPED TWO ( ) MESH PANELS AND TIED SECURELY. LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO IMPLEMENTATION, INCLUDING AT A COASTAL STORM EVENT AS REQUIRED BY FAC COMMENTS @ LP-A.COM
AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI WHERE REQUIRED, DOWELS SHALL MATCH SIZE ND NUMBER OF MAIN REINFORCING, U.O.N. MINIMUM: 6213-33.007(5)(m)(n) AND FEMA 55, CHAPTER 12.9.4.
(1) AUGER BORING 3'MINIMUM BELOW THE DEEPEST PORTION OF THE POOL.
REINFORCEMENT: ASTM A615 — GRADE 60 THE SWIMMING POOL HAS BEEN DESIGNED AS AN
EXPENDABLE STRUCTURE
SOIL BEARING PRESSURE: 2500 PSF SUPPLEMENTARY NOTES
(2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEER'S SUMMARY OF THE SOIL CONDITIONS FOR
VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. IMPLEMENTATION OF A SWIMMING POOL.
AUGERCAST CONCRETE ANCHOR PILES
1) MINIMUM 14" DIAMETER ELECTRICAL, AND POOL DRAWINGS. IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED STRUCTURAL FILL, I� OTHER o
2 MINIMUM 18'-0" LENGTH CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, NON-ANGULAR SAND, ORGANICS, MARL, CTC.. .THE �=
3 REINFORCE w/ 6-#5 w/ #3 TIES AT 12"o.c THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER OR ENGINEER.
4) CONCRETE f'c = 4000 PSI CONSTRUCTION MEANS, METHODS, TECHNIQUES, ROCEDURES, SEQUENCES, ACTS AND/OR FOUNDATION LEGEND
5) PILE CAPACITY SHALL BE 20 TONS. OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR
THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE DEP RELATED DESIGN
REINFORCED CONCRETE CONTRACT DOCUMENTS. 14" DIAMETER CONCRETE ANCHOR PILE. REVISIONS DATE
CRITERIA
ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID - - INDICATES GRADE BEAM, SEE DETAIL 1 & 2/PS-2 FOR
ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW EXCESSIVE STRESSES AND TO HOLD STRUCTURA ELEMENTS IN PLACE DURING DEP MONUMENT NUMBER = R-46 DUVAL COUNTY - - REINFORCEMENT
AND APPROVAL OF THE STRUCTURAL ENGINEER. CONSTRUCTION. 100 YR. STORM ELEVATION = +16.3 NAVD (FROM
MONUMENT) 1 INDICATES DETAIL NUMBER
UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS IF THE FOOTING ELEVATIONS SHOWN OCCUR IN DISTURBED, OR UNSTABLE SOIL, Ps-� INDICATES BUILDING AND SHEET NUMBER
THE ENGINEER SHALL BE NOTIFIED. 100 YR. STORM DESIGN GRADE ELEVATION = +4.4
FOLLOWS: NAVD (FROM MONUMENT) T.O.S. TOP OF SLAB ELEVATION
SLABS ON GRADE CENTERED TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, BOTTOM OF PILING = -5.0 NAVD
STRUCTURAL POOL SHELL 2BOTTOM OF LOWEST HORIZONTAL POOL BEAM = 1�PRESSURE PIPING SHALL BE TESTED AS PER LOCA
STRUCTURAL SPA SHELL 2 THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS +12.8 NAVD ) L BUILDING CODES, PRIOR TO BACKFILL. FIELD ALTERATION
2 ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED OF CONTRACTOR SHALL CONTACT LOU
GRADE BEAMS AND PILES 3" ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE IN 12" PONTIGO a ASSOCIATES PRIOR TO
ING ANY STRUCTURAL FIELD
CONCRETE MAXIMUM WATER CEMENT RATIO: LAYERS. ODIIFICATIONSWHICH MAY VARY
STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 THE POOL HAS BEEN DESIGNED NOT TO INCREA E THE RISK OF DAMAGE OF ADJACENT 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE FROM THE INTENT OF THE ORIGINAL
N DOCUMENTS,ANY
DWELLINGS DURING A COASTAL STORM EVENT A REQUIRED BY FAC 6213-33.007 5 m n FIELD NALTTERNAOTION MADE PRIOR TO
C )C )C ) AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES).
BEING APPROVED BY LOU PONTIGO a
CONCRETE PILE CAPS AND GRADE BEAMS 0.4 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING, ASSOCIATES MAY RESULT IN
AUGERCAST ANCHOR PILE 0.46 AND ELECTRICAL REQUIREMENTS. ADDITIONAL ENGINEERING OR
INSPECTION FEES.
REINFORCMENT: ASTM A615 - GRADE 60
WELDED WIRE FABRIC ASTM A185
SOIL BEARING PRESSURE: 2000 PSF
0
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SCALE: 1/4" 77--70" ___ ___ . .. _
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IS
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1 I PLAN NAME
TYP. STAIR, SEE I <A .'.
• ' ^— ————— - ' �. 1 I PFOTENHAUER RESIDENCE POOL
DETAIL 3 PS-2 SIM. I I •. � ' , " • e / I 4-A I <`", ; : ' ,�• " �• l £ -
t e 1 < ) DESIGN/DRAWN/CHECKED
A � I ♦ / ?
CS KJL LAP
GRADE BEAM SEE .. f :< :', I
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1 1 ,. <. I I c DATE
DETAIL 2 PS—2 SIM. ; . I , I I City of Atlantic Beach
u I I 1 1 1 Planning and zoning Department 07-14-16
f:
r F� hl -�R- _ CONTROL NO.
l J I I I I This approval verifies compi,ance viltlf a :r ;
♦`——— — — — ——00
zoning sut�r��°rig t,� and �?t,; r
J deve!op��°nt f I �,as hf,t coo '
♦ / approva +hc nce c£ r R TRUSS ID.
GRADE BEAM, SEE `------------ cl n„
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DETAIL 2 PS-2 SIM. __ local, st�, e a � �ede,a
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must be ,_ ifleu , LPA NO.
3 SPA SECTION Beach i✓uila m ()ffic Ul Nricr to tr7e
1 LONGITUDINAL POOL SECTION Building Perr7it. PFOTSHEET 006
_ SHEET
PS-1 NOTE: PS_1 v _+..._...ct
� orr';m iffy Gevau�,l�i6rl� uire,.�ur
SEE DETAILS FOR REINFORCING
Date*
NOT SHOWN HERE FOR CLARITY PS -1
SHEET 1 OF 2
1'-0"
T/POOL WALL .R
EL. +20.75 NAVDqVFINISH, SEE ARCH
.id #5 @ 8" 0.C. TOP
y' #5 9D 8" 0.C. TOP
' 8 STRUCTURAL CONCRETE
•
POOL SHELL WALL 8" STRUCTURAL T/POOL WALL
5 @ 8"o.c TOP C NCRETE SLAB 8 STRUCTURAL EL. +20.75 NAVD Lou Ponti 3
o and i
L P
t # CONCRETE SLABo #4@ 12 0.C. E.W. Assoc i a t e s, I n c.
8'
1/3 SPAN TOP R FORCING 1/3 SPAN TOP REINFORCI G •, TYPICAL AT STAIRS.
..
420 Osceola Avenue
z 2—#4 -' Jax. Beach, Florida 32250
SUPPORT Ph. 242-0908 Fax. 241-9557
� 8" STRUCTURAL FL:CA# 8344 SC:CA# 3579
a CONCRETE SLAB 2—#4 SUPPORT
4 VERTICAL @ 8"o.c, J
1/3 SPAN TOP REINFORCINGw. `� CONTACT US WITH YOUR COMMENTS
• ° COMMENTS @ LP-A°COM
CENTERED, ALIGNED w/ N
SLAB REINFORCING z . 4 4,
Al .�
•
2-#4 SUPPORT �, � � � � � • � � � � . . 001, • .. .�� � "
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12 ox, CENTERED
• 3" CLR SEE DETAIL A.
• � � �� � 2/P-1 FOR � • °°
• . .' #5 @ 8" O.C. o
% Id 00 z EA. WAY BOT. 2>—Opp REINF. (TYP) "• V' ,.
_ #5 @ 8 0.C.
5 @ 8"0.c EA. WAY BOT
• •. # 5—#5 OP AND 5—#5 • .
EA. WAY BOT.
3 CLR OL BEAM BOTTOM w #3 STIRRUPS ` µ 1.2
LOWEST PO
@ 12" O.0 GRADE BEAM
EL. +12.83 NAVD REINFORCING
BEND OVER VERTICAL #5
a'�, � REVISIONS pq^3 E
5—#5 TOP AND 5—#5 T PILE REINFORCING > °BOTTOM w/ #3 STIRRUPS INTO GAS 24w x 20"d STRUCTURAL GRADE BEAM AT MIDDLE.„ INTO GRADE BEAM/SLAB •
@12o.c
GRADE BEAM
REINFORCING 14"0 AUGERCAST CONCRETE
1'-2” ANCHOR PILE (TYPICAL
» 11 LOCATIONS) 1 —2
2 —0 MIN ' '
2'-6" MIN FIELD ALTERATION
1 TYPICAL POOL EDGE DETAIL 2 TYPIC L POOL EDGE DETAIL 3 TYPICAL STAIR DETAIL
CONTRACTOR 8 SHALL ASSOCIATES
PRIOR LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
PS-2 SCALE: 3/4" = 1'-0" PS-2 SCALE: 3 4" = V-0" PS-2 SCALE: 3/4" = V-0"
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
s u _
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
ADDITIONAL ENGINEERING OR
O» ASSOCISPECATESTION AY RESULT IN
" POOL WALL x (4)#4„CONT. IN TOP #4 VERTICAL
T/ ...:..� : INFINITY
EL. +21.25 NAVD OF 12 WALLS
@ 8 0.C.
;� A " EDGE �,
(4) 4 CONT. IN TOP
_ .... ... p ,
_ - ° OF 2 WALLS d
INI_SH,.. SEE ARCH _ ;
16" SPA BENCH °4
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•, \ EL. +21.25 NAVD BUMPOUTS �/2" EXPANSION JOINT w/
._ 4
S_ 4 _
ELASTOMERIC SEALANT0
\KNISH, SEE ARCH #3 HORIZONTAL
#4 VERTICAL @ 8"o.c, @ 8" O C °• CANTILZVERED CONCkETE TRAVERTINE STONE OVER
CENTERED, ALIGNED w/ z_ µ- - -"� SPA COPING AS PER POOL
COMPACTED SAND BED AS
. "�� � �• 4 � � 4 VERTICAL ® 8"o.c, � -� 10" W MANUFACTURER/OWNER PER POOL CONTRACTOR
SLAB REINFORCING
� �� .�,. ., �" � ^ • ENTERED, ALIGNED w/ � � " COLLECTION SLOPE
a , . LAB REINFORCING TROUGH
41
WATER LINE U
POOL . #. .
N `� �+
" 4 HOOKED DOWELS
# 6" WATERLINE w
. � • � VERTICAL @ 8" �•� � ..�.�..".,�-�... � .
TILE COMPACTED SAND BED DESIGNED
4 .4
IN 8 WALL `./
#5 @ 8"o.c -\ -#5 TOP AND 5-#5 BOTTOM ON-CENTER :.'� #4 HOOKED DOWELS
BY POOL CONTRACTOR
/ #3 STIRRUPS @ 12 o.c ' 10 BOND BEAM w 2— 4
_ VERTICAL @ 8 O.C. / #
.� ` - � `�. � � " RADE BEAM REINFORCING � . � .� �' #4 HORIZONTAL'' CONTINUOUS AROUND
. • @ 12 O.C., PEREMETER
• •
• (TYPICAL)
"
. :. � CEN TARED
• #3 HORIZONTAL
4 #4 VERTICAL @ 8" 0.C.,
@ 8" 0.C.
� • . ' �� ..: .^ � �. . . ;�Qowl 6" CENTERED
5—#5 TOP AND 5—#5
14 AUGERCAST
#5 @ 8"o.c • " • . 3 STIRRUPS ONC ANCHOR PILE �; •� .� ..• —
BOTTOM w/ # ,._
EA. WAY BOT. @ 12 ox GRADE BEAM (TYPICAL 11 LOC.) a
REINFORCING
»
14 0 AUGERCAST
CONIC ANCHOR PILE
(TYPICAL 11 LOC.)
tt
SPILLWAY EDGE DETAILr7%NNTYPICAL COPING/EDGE Approved ay: .e - _.
4 SPA TO POOL EDGE
DETAIL 5 SPA EDGE DETAIL 6 DETAIL rr��nity e�e��prrl� iire;tor- z
PS-2
SCALE: 3/4" = 1'-0" PS-2 SCALE: 3/4" = V-0" PS-2 SCALE: 3/4" = V-0" PS-2 SCALE: 3/4" =
RAILING AS REQUIRED BY , i I EXTEND BARS TO WITHIN i
( 3 OF TOP OF SLAB (TYP)
12 OF DRAINAGE FILL LOCAL CODE) 1
3 4" CRUSHED I
ADD 4pcs #4 x 3'-0" ( / KEYSTONE
TRAVERTINE STONE OVER ROCK OR STONE) T PILE VA IES
COMPACTED SAND BED. FINISH DIAGONALS AROUND DEEP CAP
TO BE DETERMINED BY POOL WELL DRAIN OPENING T/SLAB SEE PLAN
CONTRACTOR L. +20.85 NAVD
MIRAGRID 3XT =� � �=1
BUILD UP PERIMETER OF MAINTAIN 2" GEOSYNTHETIC . . PILE SECTION
DECK WITH EXCAVATED
» CONCRETE COVER I � -�='�"�
POOL
EXISTING SAND FILL 6 LAYER SAND BASE �`'" °
AROUND OPENING
SLOPE COMPACTED TO A DENSITY MIRAGRID 3XT ,>
AT LEAST 9 5� OF THE Ya t „ AND SPA
OF GEOSYNTHETIC 14 AUGER CAST PILE
EXISTING GRADE '." :� .., : � MODIFIED PROCTOR MAXIMUM
M
6" k :. w/ 6—#5 x 18'-0" LONG DETAILS
DRY DENSITY (ASTM D 1537) ,� z� w 3 TIES @ 12" oc
DESIGNED BY POOL MIRAGRID 3XT Q / #
CONTRACTOR GEOSYNTHETICLjj
// % I/ #5 @ 12" O.C. DO NOT SCALE DIMENSIONS FROM
iii Q UNCLEAR REFER TO THE
THESE DRAWINGS.IF A DIMENSION IS
EACH WAY POOL ARCHITECTURAL DRAWINGS OR
MIRAGRID 3XT >
SLAB REINFORCING
STABILIZED SUBGRADE, NON—PLASTIC, GEOSYNTHETIC CONTACT THEE.O.R
INORGANIC, EXISTING EXCAVATED GRANULAR DEEP WELL
SOIL COMPACTED TO A DENSITY DRAIN FIBERGLASS PLAN NAME
EL. +SEE PLAN MIRAGRID 3XT PIN PER KEYSTONE _ rpFOTENHAUER RESIDENCE Pool
OF AT LEAST 95% OF THE PROCTOR
MAXIMUM DRY DENSITY (ASTM D 1537) GEOSYNTHETIC - DESIGN/DRAWN/CHECKED
" I I II I I ,� ,y �`'� CS KJL LAP
5 —0 .
DAT E
07-14-16
<: 0 CONTROL NO.
FOUNDATION SOIL UNREINFORCED CONCRETE -
-"I LEVELING PAD � TRUSS ID.
BOT PILE ,
—5.00' NA LPA NO.
DEEP WEL DRAIN OPENING TYPICAL PILE PFOT-16-00006
SHEET
8
POOL DECK TRAVERTINE STONE
r9� REINFORCI G DETAIL o STACKED STONE WALL DETAIL 11 ELEVATION
PS-2 SCALE: 3/4" - 1'-0" PS-2 SCALE: 3/4 = 1 -0 PS-2 SCALE: 3/4 - 1 0 PS-2 SCALE: 1/4 - 1 0 PS -2
SHEET 2 OF 2
*j EXISTf N DEVELOPMENT IMPERVIOUS SURFACEPOST DEVELOPMENT IMPERVIOUS SURFACE 3' HT. POLYPROPRYLENE
TREES / PALMS REMOVED CONTINUOUS FA5RIG FENCE
LOT SIZE - 13,4-1ro 51= 100!a LOT SIZE - 13,4-fro 5F 100io C2� 3" DRAKE M5 - � "
SOUSE FOOTPRINT - 1,492 DR E EL
�--fOU�� FOOTPRINT - 1, 92 %5F HOUSE 10" UJASHINC-�TONI,� PALMS - 12' GT 2 x 2 WOOD
FOOTPRINT - 934 51= APARTMENT FOOTPRINT - 934 1= ,� STAKE, �' O.C.
5RICK PATIO - 349 5F
STONE AT I O - 9 04 F C 3) 12 CA55AGE PALMS - 1� CT
WALKWAYS - 38-1 51=
WALKWAYS - 38-1 1= �uR�r �A�RIc 3'
- POOL DECK - 1294 1= 2 DEEP
STEPS - 282 5 STAKE
- 345 51= POLL E CSU I PMENT PAD 49 F ZONING CLASSIFICATION - RS-2 DRIVE STAKE _
DRIVEWAY STEPS - 282 5�
-I f l I-I I . EUT�4ENIG&
A/C PADS - 82 51= LOT WIDTH - 50' ro" INTO GRND. —I I I ( 1=
DRI VEWAY - 345 F STIED 10
TOTAL IMPERVIOUS 3,941 51= 29.2 o, A/C PADS - 82
TOTAL PERVIOUS 9,535 51= -10.Sro o --III—III—II
TOTAL IMPERVIOUS 5,-i�l SF 42.SroLAND ARCHITECTURE COMMUNITY PLANNING
TOTAL PERVIOUS 7115 51= E 1.2%
I I (=) I 5(L T FENCE DETAIL UR5AN DESIGN
FLOOD
ZONE low I GENERAL 904 333 1463
SILT FENCE L INE
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LOCATION
x AO L INE
FLORIDA REG, NO. 1160
GEORGIA RECD. NO. 668
I
EROSION
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FLORIDA REG. NO. 1160
GEORGIA REG. NO, 668
FLOOD ZONE GENERAL
LINE i COASTAL X LINE— j PERMIT SEASONAL MEANCONTROL EROSION FLOOD ZONE FLOOD ZONE
CONSTRUCTION LINE CONTROL AO LINE VE, LINE HIGH WATER HIGH WATER
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POOL SASE EXCAVATION 2' DEPTH31. 3 Cy
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FLORIDA REG. NO. 1160
GEORGIA REG. NO. 668
SHOTCRETE INFINITY EDGE POOL WALL (3) 2" x 3" CONCRETE AIRIFIER BUMPOUTS
SPILLWAY COLLECTION TROUGH
ELEVATION EAST R-4 COF INFINT� FOOL
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FLORIDA REG. NO. 110EXST. 6" ol 25-EC
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GEORGIA REG. NO. 668
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SET PALM 50 THAT 5U0 IS W DEGREES 111 In
PERPENDICULAR TO GROUND
REMOVE 1/2 FRONDS, CLEAN-UP
to FROND 5ASES
U UNIFORMLY CLEANED-UP 500T SCARS
ON STRAIGHT TRUNK FLANT S
NON-HURRICANE CUT PALMS ONLY -
2' X 4' BRACING WIRED TO 5URLAP QTY- COMMON NAME 50TAN I CAL NAME SIZE HEIGHT 5PRE AD REMARKS
WRAPPED TRUNK. STAKE SUFFICENTLY �--
TO GROUND FOR HIGH WINDS PDM MEDJOOL DATE PALM PHOENIX DACTILIFERA 'MEDJOOL' 18' CAL 16" CT 14' - 16' STRAIGHT, DECORATIVE 500TS
w 4' HIGH SAUCER W/ 6' PINESTRAW I V IN STON I " ' ' - '
MULCH LAYER 2 LD R155ON PALM L G A DECIPIENS 14 CAL Ir CT S 10 FULL, STRAIGHT, NO 500TS
1 1 SP CA55AGE PALM SA5AL PALMETTO 14' CAL 14' - 16' CT S - 10' FULL, STRAIGHT, NO 500T5
loo - 4 LC CHINESE FAN PALM
BACKFILL MIX AS SPECIFIED. TAMP AND LIVISTONIA CHINENSIS 30 GAL 42" - 54" 3' - 4' MINIMAL TRUNK
WATER INTO PLACE
;SET ROOTSALL ON UNDISTURBED SOIL.
I CH EUROPEAN FAN PALM CHAMEROPS HUMILIS 30 GAL 42" - 54" 3' - 4' FULL, SPECIMAN
MIN. 30' ROOT5ALL DIAMETER
FAL1„I PLANTING DETAIL 2 5D 51RD OF PARADISE STERLITZIA REGINA 30 GAL 42" 54" 42" - 54" FULL, -1 FROND MIN.
N.T.S. 2 SR SILVER SAW PALMETTO SERONOA REPENS 'CINERA' 15 GAL 30' - 42' 30" - 42' FULL, -I FROND MIN. SHEET TITLE
2 CS CRINUM LILY CRINUM SPECIES 30 GAL 41 - 53 3' - 43 FULL
4 QE QUEEN EMMA LILY CRINUM ANGUSTUM 'QUEEN EMMA' 30 GAL 4' 4' - 5' FULL, -1-LEAF MIN.
20 PT GREEN PITTOSPORUM PITTOSPORUM T051RA 3 GAL '24' 24" FULL, NO STEP UPS PL ANT I NCS
REMOSTRUCTION
DE15RIS MOM PALL LANT 5ED PLAN
FULL PROVIDE POSITIVE DRAINAGE Oro MC MUHLY GRASS MU-ILEN5ERGIA CAPILLARIS 1 GAL Ir12" FULL, NO STEP UPS
SPACE
BED 4' PINESTRAW MULCH 84 FP FIG VINE FICUS PUMILA 1 GAL 16" FULL
EDGE
•
PLANT AT LEVEL GRADE 25 EG EVERGREEN GIANT LIRIOPE LIRIOPE MUSCARI 'E.G' 1 GAL 10' 12' FULL, 6 515 MIN.
. �
• 40 HD 5EACH SUNFLOWER HELIANTHUS DE5ILIS 1 GAL 8' 12' FULL, 3 RUNNER MIN. DATE ISSUED
nwumnuuimui i n0i n m,n� n tiu��r�in E� m p i i 6' SOIL MIX 1/3 COMPOST,
2/3 TOPSOIL) JULY 15, 2016
ROTO-TILLEr, INTO SOIL ,025 5F SOD ST. AUGUSTINE GRASS STENOTAPHRUM SECUNDATUM 16 x 2 - - FRESH-I
E REVISIONS
COMPACTED EXISTING SOIL BACKFILL
EXISTING TOPSOIL FREE .
OF LIMEROCK AND DEBRIS
Plannkic ;Ma 0�ii r
5HRU5 GROUND CO VE R I L ANTI NCS E TA f L This approval �,� fie , �; .
zoning, subdh1, , ( 0 ;
f development reculat,ow. SCALE
NTS approval for tht? iss;Uanc,: !
with Florida BuOldir:rg ceci�- <<,lc 1 11 c 10'
local, State and rederal p rmn
must be verifieci by signavi,r of ,ter ON
Beach Building Official prior io 24" X 363'
Building Permit.
NORTH
Approved By: �
C munity L:�� SHEET
Date- Z �'
La Of= 12
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