BULL MEMORIAL PARK RENO & SITE MOD 716 OceanMir �► -- # w �►► r aw
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600 SE�IINOLE R004D
ATLANTIC 5E4C�4/ PLORIC)4 32233
I ,:full IB04-247-5505 iII(FAXI
TIONS AND SrrE s
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DATE PALM
E16SHTH STP -F -F -T
REMOVSCONCRETE
AND L M F k 0 C K IN M NA06N-p1'P4AALFTYJ W.
AREAS. LEAVE "-BASE MATERIAL
IN PJTURE PARALLEL PAFKWx SPACES
CLEAN-UP EXISTING OAK BY REMOVING
INTERIOR L1M56 AND DEADWOOD
AT DIRECTION OF ARCHITECT.
RELOCATE "TE
ITW UTILITY
RELOCATE
6,E VF_NTt4 5TReF-T
AFMA TO BE EXCAVATED AND
5AX10:11 I UJ/ LNIMPRICXX AND A4PWALT
F- F_
1(3HTH &TF;zF T
SAUICUT ASM4ALT ALOWx EDSES To FlEHArK
F012VIE 04EEL STOP15 A15PHALT AND I-MROM
IN WATC*IED AREAS AND 5ACIQ:ILL WIT14 TOPWIL
AREA TO eE EXCAVATED.
SACII<FiLLED W/ LMArXX AND ASPWA4-T
FOR PROPOSED PAWNS ASSA
REMOVE CONCRETE SIDEWALK
H T LJMAAN I
I I i N NOTES
I. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS
PRIOR TO COMMENCEMENT OF: ANY SITE WOW,
2- PRIOR TO DEMOLITION AND CONSTRUCTION, THE
CONTRACTOR SHALL PROVIDE PROPER TREE:
PROTECTION AND EROSION CONTROL BARRIERS ON
APPLICABLE AREAS ON THE PROJECT SITE.
3. THE CONTRACTOR SHALL SAW -CUT ALL PAVEMENT
AND SIDEWALK EDGES TO THE LIMITS SHOWN FOR
THE REMOVAL OF EXISTING PAVEMENT AND SIDEWALKS,
4- THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF
TRAFFIC: FOR 50TW PEDESTRIANS AND VEHICLES
AND PROVIDE SAFE PASSAGE FOR BOTH
THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD,
5. ANY MATERIALS REMOVED, IF NOT DESIGNATED TO
BE USED, SHALL PROPERLY DISPOSED OF ' OFF-SITE
BY THE CONTRACTOR. ANY MATERIAL UA-41CW THE
CONTRACTOR WISHES TO REUSE SHALL BE APPROVED
BY THE CITY BUILDING INSPECTOR AND PROJECT
ARCHITECT PRIOR TO REUSING THOSE MATERIALS.
Co - THE CONTRACTOR SHALL TEST THE EXISTING VEHICULAR
BASE MATERIAL TO DETERMINE IF MATERIAL 15 SUFFICENT
TO MEET PROJECT SPECIFICATIONS.
Z. UTILITIES OTHER THAN THOSE DEPICTED ON THE
PLANS MAY EXIST WITHIN THE AREA OF CONSTRUCTION.
CONTRACTOR SHALL VERIFY ALL ACTUAL FIELD
LOCATIONS PRIOR TO CONSTRUCTION -
PROJECT DESIGNED BASED ON SURVEY INFORMATION
PROVIDED BY W.A. DURDEN AND ASSOCIATES.
DATED APRIL 6, I988.
S. CONTRACTOR TO NOTIFY "SUNSHINE STATE" ONE -CALL
OF FLORIDA, INC. AT I-800-432-41-10,48 HOURS
PRIOR TO START OF: CONSTRUCTION.
10, ALL AREAS, DRIVEWAYS, STREETS, STRUCTURES, PLANTS,
ETC. DISTURBED OR DAMAGED DURING THE COURSE OF
CONSTRUCTION $WALL BE RESTORED BY THE CONTRACTOR
TO TWE ORIGINAL CONDITION OR BETTER.
Il. CONTRACTOR TO COORDINATE ALL WORK WITHIN
RIGHTS -OF -WAY WITH CITY OF ATLANTIC BEACH AND
UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE
TO UTILITIES AND ADJUSTMENTS TO SAME.
12. UNLESS NOTED, ALL SITE FURNITURE AND APPERTUNANCES
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
PROPERLY,
13. ALL MEMORIAL MARKERS AND PLAQUES SHALL BE
STORED IN A SECURE SPACE UNTIL FINAL INSTALLATION
14. THE LAR3E COQUINA STONE MEMORIAL AND COQUINA
MASONRY MEMORIAL TABLET SHALL BE RELOCATED
INTACT AND UNDAMAGED. CONTRACTOR SHALL PROVIDE
PROTECTIVE COVER AND ADEQUATE BRACING AND
SPORIW-s DURING RELOCATION_
15. MEMORIAL PLAQUES AND LOCATIONS IDENTIFIED G)
SEE 3 / L-5 FOR NEW LOCATIONS
REMOVE, TO BE RELOCATED IN PROPOSED
PLAZA CENTER FOUNTAIN, SEE 13 / L-1
s I s
116od
GEIN 1�
OROUP,,INC.
STRATEGIC -LANDSCAPE
PLANNING - ARCHITECTURE
MAN DISION - ENGINEERING
9950 CYPRESS Gilgit 9-11YE-SUIT 1 200
J A C X S 0 N V I L L E FLORIDA `3-2256
j904}730-9380 F A X 730-7165
ATLANTIC 5FACH
NOTICE OF '-RO'-R'E,'ARYrRIGqT6
THESE DOCUMENTS AND THEIR ccNTENTe, Alai= THE
EXCLUSIVE PROPERTY OF T W E G E N E 8 16 G R 0 U f- .INC.
AND ARE NOT TO BE REPRODUCED, FUMISHED OR COPIED
EITHER IN, WHOLE OR IN PART WITWMT THE 5Fr=r_IFIC
WRITTEN CONSENT OF T H E G E N E 6 1 5 6 k 0 U P I N C.
THESE DOCUMENTS ARE ONLY TO ME USED UNDER THE
0FeCtI0NCPTI4E GENESIS GROUP INCFORMEPRaJEcT
A00 SITE SPECIFIC -41 -LY IOFNTIFIED,HEREIN AND ARE NM
TO BE USED ON THIS, OR ANY OTHER PROJECT WITHOUT
TFf SMCFr- WTEN CONSENT CF T W E 6 E N E$ I a G R 0 U F, I N C.
gI996 T"=- GENE a I s G R o u P IN, G.
SHEET TITLE
BETWEEN PLANTED PALMS - IYR
a
LIGHTING
1. LICKHTINCs CONTRACTOR SHALL PROVIDEAN APPROVED
ELECTRICAL WIRE SIZING PLAN PROM A REGISTERED ELECTRICAL
ENGsINEER AND IDENTIFY AN ELECTRICAL SOURCE.
2. CONTRACTOR AND THEIR SUB -CONSULTANTS SHOULD TAKE
PRECAUTIONS TO AVOID TRENCHING EXISTING TREE ROOTS.
HAND DIG AROUND TS 1" IN SIZE OR LA R.
3. CONTRACTOR SHALL BE AWARE OF ALL UTILITIES AND TAKE
MEASURES TO PREVENT LICTS. CALL FOR LOCATIONS AND OR
CONTACT CITY OF ATLANTIC BEACH FOR UTILITY INFORMATION. OUP�' INC6
1STRATEGIC LANDSCAPE
4 CONCRETE LIGHT POLE SASE CONSTRUCTION TION AND PLANNING ° ARCHITECTURE
SP THE ELECTRICAL CONTRACTOR.D R to D DESIGN - E N Gt 'I N E E R I N G
9250 CTPINSS 6.SYSS DPITg-891,Tl 200
JACKSONVILL$, FLORIDA 52256
j904j 790-95'60 FAX 750-7165
I NAdh
1. CONTOURS DEPICTED ARE ABOVE EXISTING SURROUNDING C%RADE ATLANTIC
5���u
AND ARE NOT REFERENCED TO ANY ESTABLISHED, RECORDED i V 1 1
ELEVATIONAL DATA,
1=LOIt►
2. ALL CONTOURING SHALL BE SMOOTH WITH NO ABRUPT CHANGES IN
GRADE. UNDULATE GROUNDPLANE WITH SLOPES NO GREATER THAN
B, TO 1.
3. CONTRACTOR SHALL VIDE POSITIVE DRAINAGE THROUGHOUT
THE SITE AND ELIMINATE PONDING OF WATER ANYWHERE ON SITE.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE APPROPRIATE ULL'
AMOUNT OF FILL TO GRADE PLAN AS DEPICTED. FILL SHALL BE FREE
OF DEBRIS, OR3ANICS, ROOTS AND CONSTRUCTION DEBRIS.
5"MAORIAL
BENC
BENCH - SMITH 4 HAWKEN "GIVERNY" 6' BENCH RENOVATIONS ANZ
"A5541, PHONE 415-389-8300 5jtE MlICATION5
LF LIGHT POLE - STEf;NBERCx VINTAGE LIGHTING -
ATLANTIC 59ACHI
GL UPLIGHT - HYDREL - MODEL 9100 SERIES HID FLOR I CPA
NFL - 300 SPREAD, 100W MH
DIRECTION OF DRAINAGE FLOW
NFL - 30° SPREAD, 1Q?0W MH
5
120 v WURGE 1=0R
FLAG UPLIGWT
PLAN lw TENNIS PAVILION PLAZA
DIRECTION OF DRAINAGE—
SOLDIER BORDER -
COLOR - TAN / OCHRE
NEW PAVERS FLUSH WITH
EXISTING BRICK STEP
DOUBLE SOLDIER SAND
CENTER COPING CUTS IN SEAT WALL
12" X 18" WT. SEAT WALL
STUCCO ON 12" CMU
weRwwwaore PAvER RIELD
PLANTER
CONC. SIDEWALK
RAGE FLAZA
SCALE: ',4" = 1'-0"
NOtICE0F`PR0PRI�Efi1"RIC�NT3
r
THESE DOGt1MENTS ANDTi-iEIR GOM'I'ENT'S Aw THE
DcGLU9h?E MWFEF2TY OF T H£ Cs E N E 81 8 G'R O U P f N C.
AND MEMORIAL PLAQUE -
EITHER
ZE NOT TOE REPRODUCED, Tlit: IED
-� ETHER IN UJHOL?E� i p� �1T�lOtJT7+�E OR COPIED
CLEO i SOS JACKSON •2, THEDO SITS ARE PNLY TO,aZ a TGROUP HE
WWII MEMORIAL A - COQUINA ROCK n,
RELOCATED
_— 3/6" EXPANSION JOINT
':
ATLANTIC BEACH GARDEN CIRCLE
SRIGK SA>`�tD - MITER ALL
___ CORNERS AND SPACE REMAINDE
BRICK EVENLY TPROUGH SAND.
— 12" X 18" HT. SEAT WALL
STUCCO ON 12" CMU
PROVIDE (2) SEALER COATS
AFTER INSTALLATION
CENTER COPIlsIG CUTS IN SEAT WALL
HERRIWGIBONE PAVER FIELD
COLOR — TERRA COTA
M9
HR -04
Ilk HORIZONTAL
RAIL
(TYPICAL -2)
1690-TF2
OVERHEAD CURVED
LADDER
1677-01-TF2
SCHOOL BUS
WITH SEATS
(BELOW 4' DECK)
CORNER HANDLE
I
1673-4-PP2
ARCH LADDER
+� 1617 TF2
PLASTIC PANEL
TENN15 PAVILION
CANTERBURY "METRO" DRINKING FOUNTAIN
24" SILICA SAND BASE
1
1644-8-05-TR2
WIDE WAVE CHUTE
WITH CENTER R IL
(STAINLESS S
BEDWAY, 6' RAI S BLAS 117-TF2 1679-5-PP2
PANW/BUBBLE COIL CLIMBER
1 1614-53-TF2
STOREFRONT
COUNTERTOP
(B
(BELOW 5' DECK)
1
1675-5-PP2
~` BW -40 N,CLIMBING WALL
BALUSTER
WALL 1699-10-TF2-M
i (AT 4 DECK) CLEAR POLYCARBONATE
I TUNNEL CRAWL
BW -40
MTAL PLAYING OU111FACES CAN MOM D Y NOT
WHEN E)(1006WMUST WARN TO 1-'WWA Wlite MAY
-
REWLT W14EN BARE &QN COMES IN CONTACT• UT14 War
METAL.
C -� � Sar .� • �- --.♦a _ -
• .-.• •. ♦ ,• `:. - -.• r w. +„_ � - - • rte•
SAFETY MERMTER CONOE�. U114 FORGIVIWo MATER.
"LIST ALWAYS 61-ORROUND fOLAYWRAD1.140 EQUIPTIEr4T.
RLOYJ4TION5AND
$ITS MODIFICATIONS
ATLANTIC BEACH/
i BALUSTER
- W BUBBLE Y ALL PLAY EGUIPMENT To. MRE
�
yy COMPOPiE ITS ARE IN PROPER WORKJNCs ORDER. TiC44tEN
—(1—E — — — ALL LOOSE MT& TW Aim PEEN 101071f9WWo DOLTS, RLM
SMOOTH ANY S 4040 Emwe REPAIR DAMAGED PARTS oR
5' AND 8' DECKS) lF RMLAR WWACES AND ELIMINATE SHARP ELEMM.
0 1699-20-TF2 1694-01-TF`2
' ec CLEAR POLYCARBONATE,
(° TUNNEL CRAWL KIDS BENCH
6� cf1 o K_ __ --_ BELOW T ---------- ( DECK)
All
1648-4-PP2
CHAIN CARGO NET iMPORTANT DRAWINCz NOTES
NOTICE Or- PRO`PRIETArRY R1G14 6
1681-5-PP2 POST . PC. MARK
THESE DOCUMENTS AND THEiR CONTENT$ ARE. THE
1656-8--02-PP2 r i 1656-8-Cit-PP2 RING CUMBER PtBC ® �� E) LUSIVEPROPEWYOFTHE GENESIS GROUP INC.
CLATTER BRIDGE I i CLATTER BRIDGE • EAND AV i�u TO t_ R IN PART Vi �TD RCOPIED
1604-01-TF2 WITH BALUSTER WALL I 4WITH BALUSTER WALLS Prtc poc
SHIP'S WHEEL/ / i I 1684-2-PP2
tiRIT'ITENCON5ENTOFTHE GENESIS GROUP INC.
BALUSTER WALT. ! ® • P� ® • 1wC THESE: DOC-LkiE ItB atm ONLY TO ISE u:�l=D IJND)=R
1 i i BW -40 DECK RAMP GSI► ctldN 1HE G�NE6i6 GRouP INC t tiepwiEct
1617-TF2 / i ! I "BALUSTER LD PSC (9 P� ape SiTE oPEc ICAJ Lr iDENtr-IED HEW N ,00,,E NM
PLASTIC PANEL I I WALL® • p,f,� m pyc To M USED ON TOO, OR ANY OTUER PROJECT ulrtu�T
W/BUBBLE I ! (AT 6' DECK) TW &Trr-IC WIEN CO*W OFTHE GENE615 GRoUr INC. `
AT 8' DECK} P&C c�IS9i THE G I- N >_ 9 1 s G R0 u P 1 N. e.
(AT 7' DECK)--/ 1617-TF2 ® • PI?C
L16Q8 05-TF2 par -
PLA IC PANEL 1687-3-PP2 12” CONCRETE BORDER
1643-4-52 / QUAD OD ROOF WYPI( E VERTICAL SAFETY SEE 1®/ L --1 ® �" eras ight, in fejt, above SWEET TITLE
STAINLESS / ( YPICAL-2, CLIMBER
STEEL / AT 7' AND 6' DECK) Deck t,eights are in feet (unle" noted o0-mmles)
CHUTE / 1614-48-TF2 and dunIansd from finished grade allowing for
(PLASTIC CYLINDER / CHIME WALL Y -m• (610 mm) of safety surfacing (by others) to
= 1609-60-TF2 / be added after asemiAg.
SPELLING PANEL,
�.� � / All posts are io be burled W-01,0220 mm) below
BALUSTER WALL / fintehed grade and act in concrete rooting (by oowo. e
162 Consult project for exact rooting roqui
AT 3' DECK) TRACK RIDE®Imemlone on the area drawkg take precedence over (°� I
generic a erection drawings, if rioted and/or SITE 4 j��a+ 1N
different AND
/� �+/•
1609-40-TF2 Ai!!D LA i ✓'�1.I
ADDITION CYLINDERS Overall dtmerssione of equipment aro outside to out -
(PLASTIC CYLINDERS, side moasuremamto and do not include the necessary
AT 3' DECK) 1 r additional barrier -free zone.
24" SILICA SAND BASE Erection eons Area
and thensttal ation °�
DRAWN BY: CWECKED BY:
GAS KRE
5
BELEA EIS FOR'; DATE
tV �I
BULL BARK
E3 IE31 E3 B E3 E3 E3
4400 FLAY PLATFORM
AML ic, 1998.
30" NT. WOOD PICKET FENCE SLAGxLEY ARCNITECTUAL
REVISIONS
SEE 2 / L —8 RECREATIONAL PRODUCTS
GREENVILLE, AL 3603-7
334-382—Z—f8� � �
334-382-9841 —FAX
II fi�tt{ *I /�
C X411._ D RE I �t 5 L ,tee Y 5TRUCTURE PROJECT NUI` *
`iCOMPANY SCALE: 1!4" = 1'-O" COLUMBIA CASCADE3351-®01
Makers . f TimberForm TimberCraft
InterPfe and PipeUne Products.
SCALE : SPEET NIJM5ER :
1975 S.W. Frfth Avenues
Portland, Oregon 97201-5293 1" s 41
U.S.A.
This drawing reveals thea copy hied tnteilsctuaJ ~
grope of oiu nbto Cascade o rny. tot f uae s
y o rs wi ou our express. 'o a oriz ion.Lin
NORTP OF 14
INTERLOCKING CONCRETE PAVERS
ON 11/2" SAND SED OVER 99io
COMPACTED SUBGRADE SEE 3/L-5
6" X 12" CONC. HEADER CURB
1i2" CHAMFER ON EDGES,
SMOOTH FINISH
4" GONG. SIDEWALK (o11
Cox& P.T. POST
2X4 ON EDGE
2X2 PICKET
WRC 36 LONG
HOG SELF LATCHING TWO-U1AY
GATE HINGE AND LATCH
WAVE MALUSTER - CUT FROM 2X8
PAINT SEA GREEN, COLOR BY ARCH;
2X4
2X2
'n
rs
u u
2X4
BALUSTRADE2X4's
- Z
�,
NOTCH POST
�
TO FIT, TYP.
L J
COMPACTED
L!
aifll
5UBGRADE
PAINT ALL WOOD MEMBERS
WITH TWO COATS HIGH
GLOSS WHITE LATEX
EXTERIOR PAINT.
GRADE PLANTER SOIL TO 1211 HIGH
POINT WITH SMOOTH SLOPES AND
CIRCULAR SWALE
CIRCULAR CONCRETE STEPS WITH
(3) ro" RISERS W/ (3) 18"TREADS
I'/2 " INSET AT RISER BASF, SEE 3/L -8
101 - 01" L A' - fo
044) NOSING BAR
s/► % �–
SCALE 1/2 11=11-011
CIRCULAR CONCRETE STEPS WITH
(3) ro" RISERS W/ (3) IS"TREADS
1412" INSET AT RISER BASE, SEE 3/L -S
51-6
" 5'-611 1811
3000 PSI CONC,WITH
040 BAR 24'gO.C.
EXP. JON AE, QUADRANT
loll
IS"
I 1" R - TYP.
2" MIN,
SMOOTH FIN 1 SH TREAD
29,a WASH ON TREAD
1" CHAMFERED EDGE
2510 *4' NOSING BAR, CONTINUOUS
�
4 ----® EACH RISER
4 4.«
a
Il/2" X 0/2" SHADOW REVEAL
4 INSET - CONTINUOUS EA, RISER
A 4 4 a
1 INTERLOCKING PAVERS
a;« --------- ---- -- ----------- -----A
g
--- ----.d
14/2 If SAND BED
1*44, BAR CONTINUOUS 24" O.C.
#4IP BAR 24" O.C., 2" MIN. CLR
COMPACTED SUBGRADE
3000 PSI GONG, STEPS
g7AWwmmj�
INTERLOCKING CONCRETE PAVERS
ON 14/2" SAND BED OVER 99io
COMPACTED 5UBGRADE SEE 3/L-5
AND 4/L-8
IS" 18" L 10' - 011
_III=1 I I-1 I I—III-1 I I-1 I I—III=� I
5C,4L E : 1',/211 = P-011
NOTE:
SET LARGE COQUINA STONE MEMORIALS (2)
WITH ARCHITECTS DIRECTION AS TO GRADE
DEPTH AND FINISHED HEIGHT
CONCRETE STEP RETAINING WALL
W1 1412" INSET AT RISER BASE 12" RISERS W/ 24" TREADS
W/ 2'X 4' CONCRETE SLAB WITH MEMORIAL
PLAQUE EMBEDDED IN CONCRETE
DRAM BY: C1 -DECKED BY:
2' 2' 2' 2'
DEP KRE
FINISHED GRADE SLOPERELEASED FOR,: DATE ,
AFRI L io, 1998
a
REVISIONS
a ;
SIMILIAR - SEE 3/L-8 ` 9®
044 NOSING BAR a ;% ° a q 4
TYP.
4 P e a
a ...4
11 7 III -1 Ell
I—III 11 t— I— I—I 1 1 11— 1 1—I i I— I
J I_i i i_I I i El i I ISI I I-1 I I-1 I I�� I I—I 11=1 11=1 I I-1 11=1 11=(i 1=i ! ISI i I I !_
–I I I—III—III-111«•�A-% �r• w.n
Ga lv_ Meta I Ridge Cap -0, 2xa Ride a Rafter
Provide Mlock.ing As Re d.
Fabricated 5.5. Rid �e � ��-� 1/a((
Q (�
;
cc Rafter To Rid a Rafter
Cap Bracket Se+e a lL -10 � � '� �
Brace To 'Rafter 12" }3(( 2'-0" a'�O�i Connection See a/L-1
Connection See 5/L -10 2x8" Ridge Ra fterS
Typ• Ric�lge Rafter To Rafter/
Typ. Rafter To Ridge -
------------------------------ ------ ------ G- ------------- Truss Connection See 3/L-10
To Of -7i--- �— -- --- r --- ----(r--- ,i--
--IT-- 11----rr-- — --�---r---
Ra fter Connection 2 x& Ra fters Typ. Top e fter
See S/L -10 12 , i Ra to ,
S --2x&" Braces Ea. End T } i} } I } II } ,,� - - ®�
{rte
_f"" r 1i I I f II I
r o_ I I }1 i } I }I f I( I } } }} i i 2x&" Ra fter8 T
.� Brace To Rafter .� d - , 2x4" Na l lers ;� I yl✓'• 7 •
BTBATB' tIC `:L 1V 103CAPB.
I
Connection 5/L -1Q� 2 � _Q�''' O.C. '�. �� I } I II �} i �(
\ \ I I }I I ! I �s �� I I ! II 2X4 Na i Iers T
Five -vee Galy. t- " r I II II } } �v yp• P N.NI3�i4 , AtC iTBC U.gB.
Meta i Roofin T
Double 2x1Q� Beam Typ.. 1 I } }}
yp•
Ea. Side See 1/L -1O ' �' �� j = UItDAIi DBSiaii
BNtIIN`B8t1Na`
Double 2xro Diagonal Brace -
" � Ii I+ ( .92$.8 r:iPt«�8 8�
(jE
I ii I I '�' TRYB •��I�`8,-:SUITE E00
`t Vall Rafter To 1x8 Cap
2x Block.in C Interior) LI I( } .% i } II I'
yp 7AGHSQ1iVIL1_E !L.{1$.IDA 92258
T ,� } Ii J II , Q04) 9SD-99;;8+Q 1 A 7'$Q 7185
Beam 4/L-10 a� yp. Ea. End Sem 1/L-10 , Ii } t
,,
�
Top Of Post.
Edge Detail See
, .. �dv Detail '
Miter r Joi
nts Ty �,/L10
�
Seam To —_ F'cast Trim Detail
�` Roof Ed e/Fascia See r,/L-l@
Post_ See � ,i Ste Detail 4/L-11 2' _O11 � ATLANTIC BRACH
1/L.-10 l _ 12" �,'43��,1 Slue Label Cceder Shake Skirt 1x8 trim, Seam To Post Connection
L- -' �� (( (1 pa int white C See 1-1-1fa �i.rC 11
4'-C3'� 11 �} over 2 CDX, (o Vert. Spacinee Valley Rafter To �
4 - Beam And Dbl.
Truss to Brace Detail Slue Label Cedar p
� Seam Connection 1x12 Fascia board, dint white.
_
1 �
See tQ
Ul 1 See 4/L -10 Shake -&"vert. sp.
11a" Sed. P.T.Post Typ... - NOTE:- _
-- i'xZ„ Sq. steel tube, bend to match �
radius, See 3 / L-11 z x4" Na l lers And Metal
I Roofin Are Dashed/
T'1'fi='iC�4L Post . Trim Detail 1P�" S l T Post T } Shown F"or Clarity. See
Fin. Grade
Compacted
Structura l
Fill Typ.
POST And See 5/L - i 1
FOOTING Chamfer Top Of Concrete
SECTION Footing Pedestal 2" * 45 Deg.
Post To Footing Connection
i"Chamfer See Detail 4/L-11
4 - 04 Vert.
— F ttn Reinfcem ' t:
4- 41 `u. c nd CI
(( gid -�
Compactedi,�l i I ,,� _
Subc�ravlis i 11-1 i i�I i i� 1' -ra
Typ_ Sq.
ra
5" Concrete Sla
�— w/ tox& 10/1 , -
18"
X1
_ 4' x 4' Concrete
Foot ine Typ- ,
Post / Footing Typ_
s�crior� � Ter�Nis i Posra� PaviLioN
Beam _
a
cv
SCALE,- 1/2„rl,_0�,
wrouted coves ea. edge See Sheet L-10 for Roof
pa int white Edge Finish Detail and -
tP
Overhan
5” Concrete Floor I a1
Slab Typ. 1 C_ .
;I
T f
Top
loor Mab Fin. Grade
w
ELBv4TION � TENNIS / POST4L PAVILION � � FwRioA
Note:
---------_______________= see Section Detail l
-------------------------�_ �_ .� I I NOTICE OF .P R O P R iE T Yl R Y RIGHTS
e I I II ThiB Sheen For I 10" S . P.T. Post T
t14E$E DOCUMENT$ AND THEIR Cf:NtENT$ ARE THE
Ra fter Overhang I G yp-
q I I I} EVEGENESIS
R }N WHOLE OR. N PAlEtT I!liTi ibUT TFC SPEGiftG
I I II I AND ARE NOT TO BE REPRODUCED, PIBLISWED OR COPED
WRITTEN CONSENT OF T H E GE N E 515,G R O U P I N G.
DIli£GT10N CF T W E:4 E N S i S Cs R o U P I N G FOR iFrE F1RO15Gf
THESE OOCU ITS ARE ONLY TO BE USD UNDER THE
TO BE USED ON 714115 ole ANY.OTHER 4 tOJEGt W17NOUT
— Re fter Truss To. Beam AND SIM SIPEC}Pt ALLY IMTFIiV WEi EN AND Arm NOT
it ` Beam. I ! I See 4/L-1l� ngSPEL 0�1i1Bd4d tfC! TWE GZMESIS GROUP INC,
2x&" 51ockfng — e s° 2x&" Rafters Typ_ Q19�8 T# -I R o u ,r u c:
b i i II Typ. ___...._
_
SWEET TITLE
N i I li �R
L --------- _ .H VI
- - ' -' Roof Line- See Sheet
I 4' -0'' ' Ed a Of 1�oncrete
Floor Slab I L-10 for 2x4" Nailer
Overhan And Roof ILION'
Typ'
ax�c► Vertical Edge Fish Dista i t f*AV
CDx, ea. side 5rac+es Typ. ,-
= I Cedar aka ea. side , o r Double 2x>'o" Rafters ,SMI
LU/ D is Bona 1 Braces
1 Expansion Joint -Around RidQe Rafter I ` I Typ-
-.ir�I
Conc. Pedesta I To Depth I Turned Down Slab See
7
}
Of Floor Slab. ; Below Typ. . I 2 ,4/2 See
ha It lmre natecl) T
CAs I Q- I -
p p yp• i 8-A/2 I 2x8" Ridge Rafter Typ.
Ridge Rafter To Rafter/
} I �
isa" Sq_ P.T. Post Typ. , Dbl. 2xlo" Beams I �' I Truss Connection 3/L -1O DR.AUJN BY: CI -I GiCED BY:
_ -
-- -- ------ I -------- (-----_; Typ. In -� I See 1'--i/2" UEP KRB
i -A/2
1 " S Concrc�te� II ® I ,o RELEASED FOR DATE
N Foundation Ped4sta I APRIL 10, 1998
p
Seam Conaction Detail
�- +--- - 1- A/2
r - � I
REVISIC NS
p ,
If Footing 0 Seam � p 1 I
p I i U
it
p i / Double Ra fter/Truss 41 -r3 1/2 p• C L Post i
-------4----------------------�?�----------_���������� � � i ®e 12 iz gyp- _o" T
CL Db 1, fter/ Truss
Va I ley Rafter Typ
2'—'i 2'—�" 2'—�" 2'—�" 2'—�" '—�" 2
i
Typ• ♦ PROJECT 1`IUMIBER
1
Typ, Beam
Typ
ee V- 5 3/4" Typ• Typ• ! Typ- ®� 3351 -ski
e -
- Section Detail SCAL SKEET N BER
�' AS 514 JUAN '
Dbl 2X10"
33 1/4
.....� End Spacer
` _ _46y
Beam, 3/8" Diam. Thru. Bolts Typ. z 3/110" Steel Post Plate
(Utas rs Each Side)" tt . -..,,� :
Interior 2- 3116"X 3 Steel Straps i `` x,., ( ld To Worizontal
Blockinc, UJ/ Ulelded End Spacer rz : Beam Ticg Straps
++ 1/2" DiThru_ i3oitin �
Fm. 2x8 l
'j'am. �-1/Ztt iia" CDX-
, Plan) 1 1/2„
yp- (See n) Ica" Sq. P.T. Post
NOTE: ALL BRACKETS W.D:C�. COATED,
LOWER BRACKET
SEE SPECS. Extenciaol Brkt.
'/2" CDX From Beam/Post
Interior Beam Clip Dbl. 2x10" Beam Connector
Fm. 1/4'"x4" Angle P.T.
in a ~--� 3/1&"cvteel Plate Post �3locking From 2x8" 3►/S" Diam.
-- �. Connector Bracket Thru. Bolta
. Interior Clip Fm.
"
1/2Diam. Thru_ Bolting 3/16 x4 x4
_ 4t 3/0" Diam. Thru. Bolts Typ,
3/i&" Steel Plate Steel Angle
Connector Bracket all Cedar Shake ve?n�e=r tea . a i d�
1/2" Diam. Thru. Bolts Typ.
12,+ 10" S. P.T. Post
Interior Clip
2-1/4°
1'/y "xS" Bracket a ea. end 311("0 "x4"x9"
4�� Steel Angle
1/2 "x S" Lag Bolts Typ.
1 '/2" Sq. Metal 3/16" Thck Tube, 2X4 Blocking
on r '-3"R, w/2x4 sandwich
and 1/2 if CDX overlay f- L .4 -N
GCdta: 1"r1'-d0l"
2x8" Riolge Rafte=r
3116" ;
Brac4c�
Ridge -'
10 Ga. X 1" S.S. Strz
(Welded)
2x&" Ra fte:rs Typ.
2x4" Na i l ers Typ.
2x8" Ridge Rafter Typ.
Bolts
Ine
Dbl. 2x10" Beam Below Typ. 2 " Rafters
Dbl, 2x&" Rafter Truss Typ.
2x&" Valley Rafter 2xtio" Interior Blockin<
3/16" Steel Tab Welded To 3/S"x 5 1/2" Mach.
4"X 4" Angle Clip For "U" Thru Bolts Typ.
Bolt Anchor Extended E3rkt_
3/8"X1O-1/2" S.S. "U" Bolt From Beam/Post
.-- Bracket From 3/16 "X4 "X4" Connector
Steel Anole
-I Roof
Corner��
2x4" interior Blocking Typ.
3/8" Diam. Thru. Bolts W1 2" O.D_
Washers On interior Truss Face
- - I.A. . �-,, - - -
40 dr "- — �v
-- 2x&" Interior Diagonal Brace
p' Dbl. 2X& Rafter Truss
318"X 10 1/2" S.S. "U" Bolt Over Valley Rafter -
Inlay Flush UJ/ Top Surface (Verify Length)
Valley Rafter
Dbl, 2X&" Rafter Truss
2x&" interior Blacking
�_
!1 ItIC++ 1. I Dbl. 2X10" Beams
I
01 1i1I.
Ai I f4A
a
Bracket From 3/fro "X4"X4"
Steel Angle
1/2 Diam. Mach. Thru Bolts
(Reference Detail 1/L -10
3/16" Connector Plate (Reference Detail 1/L-10
For Pattern / Layout)
5. i .D - E
2 XS" Bevel Cut
Ridge Capping
2x4" Nailers Typ
3/8" Diam, Mach.
Bolts W1 Washers
Both Sicies Typ.
(Reference Detail 3-A2)
'--
2x&" Bracing Typ.
Double 2x&,"
Rafter Truss Typ.
3/5" Diam_ Machine Thru
Bolts W1 Washers Both
Sides Typ.
2x&" Bracing Typ,
Ix8 T
l"-2 it Sq. Stel
Tube - '15" R
33-1/2
Typ.
v
2 x(o " Bracing Typ.
T 2" Double 2x10" Tie
1 I Beam Typ,
5-1/2'
Diam. Mach.
�o Its W/ Washers
rim Steel "U" Bracket
aw►
6 --ale: 1/2" • 1'-0"
MPTA ip4C_r_ - FIVE ,
GALVANIVED FINISH METAL Rc
SEE NOTES AND SPECiFICATiONS
BRACKETS PAINT UJ ITE, EAC:N SIDE
SELECTION BY ARCPITECT
.EDAR SNAKE PANEL, COAT UJ/ OLYMPIC STAIN
SELECTION BY ARCi-IITECT
6C7LUMN, TRiMAND BASE UJ/TUJO COATS
�OLYURETHANE ENAMEL PAiNT
)TES AND SPECIFICATIONS
10X00" P.T.
Building Post
3/4" Machine
Thru Boltine
Simpson
Model C8101e
Post Anchor
concrete Fovtinc ,
Pedestal- Reference Section
Detail "A -A", et L-13 For
Deta l l Footine Plans
O1V$Tfi• UCIN ON NomrsS AND C IP i GA" I ONS:
w, (I) ALL STRUCTURAL WOOD SHALL ME NO. I SOUT+-TERN. YELLOW PINE- MOISTURE
I CONTENT :SHALL NOT EXCEED IS94, UPON SITE DELIVERY,
(2) ALL TRIM WOOD SHALL BE MIN. NO, 2 SELECT WESTERN RED CEDAR KILN DRIED
(3) ALL WOOD (EXCEPT TRIM WOOD) SHALL 8E (P.T.)- PRESERVATIVE TREATED -
I BOLIDEN K-33, tOSMOSi K-33 (CHROMATED COPPER ARSENATE, TYPE 11)
FED. SPEC. TT -W-550 OR A.W.P.A. LP -2-88, LP -22-88, ACIP -S8, TREATMENT
CRITERIA: .40 LB/CF FOR GROUND CONTACT MATERIALS AND .40 LB/CF FOR
NON GROUND CONTACT MATERIALS. SUBMITTAL: SUBMIT MANOFACTURER'S
CERTIFICATION DATA FOR ALL WOOD PRESERVATIVE PRODUCTS.
(4) WOOD FINISH: ALL WOOD SHALL RECEIVE 2 (TWO) FLOOD COATS WHITE
POLYURAPPLY As
PER i A UFAC URERS SPECIFICATIONS, APPLHANE ENAMEL WITH MILDECIDE.gYMIT TO ALLOWOO) SURFACES
PRIOR TO METAL ROOF INSTALLATION.
(5) ALL METAL FASTENERS, HANGERS, AND BEAM SADr_>L.ES SHALL BE SIMPSON
OR PPRO D - D PP D G
UNLESS OTHERWISE SPECIFIED ON PLANS.LVANIZI,�D, i - IINIMUM 12 GUAGE
----•-- — -�- �- �- -��.
STRATg Q �'� •" p
(Co) CONTRACTOR FABRICATED STEEL PLATE CONNECTORS: CONSTRUCT WITH
PLANS AND
L A N N I N Q• A C A 7,.1, Cl U R IB
GUAGES SPECIFIED ON HOT -DIP GALVANIZE MEETING A.S.TM. A 153.
ALL BENDING, DRILLING AND WELDING SHALL BE COMPLETED PRIOR TO
UIBAX D"B.8109 '» gjT 0 IaN`B B RI N
GALVANiZiNG. SUBMIT SHOP DRAWINGS ON ALL FRABRICATED CONNECTORS
,
FOR APPROVAL PRIOR TO MANUFACTURING.
9250 C Y P R 13 3 B 111 1 V D 9 I Y_Y - 3 0 I T B 2, 0 0
(-1) ALL BOLTS, NUTS, AND WASHERS SHALL BE HOT-DiPPED (3ALVANIZED.
i! C 9 3 011 V I L L E;, F.1"4 8 1 1) k' 9 2 21 6
(904') 730-9;i`®0 ?Al -750
(8) ALL WOOD CONNECTIONS- UNLESS OTHERWISE DETAILED, Si -TALL BE i JITH
SQUARE DRIVE, SELF COUNTERSINKINrS, 10316 STAINLESS STEEL SCREWS
(BUGLE HEAD) 010 OF AN APPROPRIATE LENGTH FOR THE CONNECTION.
(S) TRIM NAILS: SHALL BE 031ro STAINLESS STEEL UNLESS OTHERWISE NOTED.
(10) CONCRETE: TYPE i, 4000 PSI 0 28 DAYS. FINISH: BROOM FINISH WITH
i I VFW
TOOLED EDGE a 1/2" RADIUS / 2" BAND. UNLESS OTHERWISE NOTED.
T
(11) REINFORCEMENT BARS; NEW BILLET STOCK, INTERMEDIATE' GRADE, AND
AN ' j0 ..
SHALL BE EPDXY COATED, CONFORM TO ASTM A615, A-1.15.
(12) WELDED WIRE MESH REINFORCEMENT: &X&" +'103/"10 (WIA/WIA),
/�
FLORIDA `
(13) SUBGRADES: MIN. S5% COMPACTION PRIOR TO PLACEMENT OF CONCRETE.
SUBMITTALS: COMPACTION TESTS FOR COLUMN FOOTING PADS AND FLOOR
SLABS. COORDINATE SCHEDULES WITH FiELD ENGINEER.
(14) METAL ROOFINGS: FIVE -VEE TYPE, 29 GUAGE WITH G-90 GALVENIZED FINISH,
I, ANCHOR WITH GALVENIZED, RINGED SHANK NAILS WITH LEAD SEALS.
LL.
_ (151) RIDGE CAPS AND DRIP EDGE: 2c3 GsUAGE, WITH G -SO GALVENIZED FINISH.
(7`
= (1&) NAILS AND SCREWS SHALL NOT PROTRUDE VISIBLY THROUGH EXPOSED SURFACES.
(1-7) FIELD INSPECTION: ALL REINFORCEMENT PRIOR TO CONCRETE POUR?.ULL
COORDINATE WITH BUiLDING DEPT. AND CONTRACTOR.
3
(18) CONTRACTORS ENGAGED iN EARTHWORK SHALL VERIFY LOCATIONS OF
- UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND SHALL MAINTAIN
RESPONSIBILITY FOR COORDINATION, PROTECTION, AND REPAIR IF
MIMOIZIAL.
UTILITIES ARE DAMAGED,
1 1 .11 1 GGAisls: 1"•i' -m"
L.II" R°t iP AND TWN EXISTWs PITT
SHIRM, ALLOW FOR YINC4Z 604TUMS
I
I
IPITERtOR�10O'D AT ARC
DIRECTION.
I
—
b -SP -18'
1 -CPI
1 -GS
` 3 -SP -18' 4iT.
1 1B -EG -
4m -AS \
-i-SP-16'
1 -Ce
1 -Ca
i -SP -16' NT.
\ 17m -Mµ
3 -SP -14', Vp', 18' NT.
f -CS ......... ~
\
lic-EG _
\4 -SP -14' HT.
\
14"
CP 15 -PT
% 8CJD "-JP
W -f G
SOD 1 CP
3 -SP -16' NT.
20 -LV
2@ -LV
42 -JP
3 -SP -1+6' WT.
2 -CS
4 -PT
8® -EG
NOTES: -
1. REMOVE DEAD AND BROKEN FRONDS AND FRUIT BRACTS
FROM ALL PALMS,
2. PRIOMIQLY PRIJNE ALL EXISTING PLANT MATERIAL AT
ARC WITECTS DIfWCTION
3. CONTRACTOR FIELBLE FOR ALL. MA NGE BEFORE
FNAL ACCEPTANCE.
4. REMOVE NTEMOR AND DEAD LIMBS AND PFLlNE ALL LIVE
OAKS AT ARCHITECTS DIIECTION.
GE_NZSls'
OROUP"'�_ •'
STRATEGIC - LANiDSCAPE
PLANNIN;GI -ARCHITECTURE
MIN DESIGN • ENGINEERING
0250 CTPRI3SS 88BIIN DiIITB-SDITI 200
JACKSONVILLE.. FLORIDA 32258
(904)780-9380 FAX 730--7185
CITY OF
ATLANTIC 5FACH
RENOVATIONS AND
SITE MODI I ATION$
NOTICE OF PROPRIETARY RIGHTS
THESE DOCUMENTS AND THEIR CONTENTS ARE THE
EXCLUSIVE PROPERTY OFTHE GENE61,5 GROUP INC.
AND ARF NOT TO BE REPRODUCED, PUBLISHED OR COPIED
EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC
L6RITTENCONSENTOFTHE GENESIS GROUP ING.
THESE DOCUMENTS ARE ONLY TO M USED UNDER THE
DIRECTION GPT N E GF N 5 S 1.8 GROUP I N C FOIR THE PROJECT
AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT
TO 5F_ USED ON THIS, OR ANY OTHER PROJECT WITHOUT
TIESP'ECMWMr:NCOPWOFTHE GENES16 GROUP INC.
g) ISSS THE G i= N E B 1 8 (a R® U P I N C.
SKEET TITLE
IL o4iN or{ rN
I. NT NOTES
L PLAWNS SOIL MIXTURE: ADD ICiENT PEAT OR RE T To NATURAL, FERTILE FRIABLE TOPSOIL
TYPICAL OF THE LOCALITY, TO ACHIEVE A l:3 ORGMIIC MIX.
2. PLANT BED KILO" P11'E STRAW -ONLY : CLEAN, AND I I OF W MDS, STICKS, AND OTHER DEOR16. 4" DEPTH.
3. SOD: ST AUGUSTIIE 'FLORATAM'
4. GASB SEED: SEED MIX TO BE EQUAL PARTS BY WEIGHT OF BERMUDA, BANTA AND allC K GROW TYPE.
A. BERMUDA SEED SHALL BE AN EGxIAL MIXTURE OF FILLED AND "".LED SEED.
B. PE10ACOLA BANTA SEED SHALL DE SCARIFIED SEED, HAVING A MINIMUM ACTIVE GERMINATION OF 40X► AND
A TOTAL GERMINATION OF Oft.
C. GUUCK GROWMNG TYPE GRASS SEED SHALL BE A SPECIES WHiCH WILL PROVIDE AN EARLY AROUND COVER DURING
THL PARtIC ULAFt P'LANTNG IS DONE AND WILL NOT LATER COMPETE WIT44 ANENT GRASS.
$. FERI iLiZM FOR PLANT SW6 USE 8-8-8 RATIO, AND FOR LAUN AREAS USE 16-4-6 RATIO, BOT14 WITH AT LEAST 25%
OF Tim NITROGrEN N A WATER INSOLUBLE ORGANIC FoFtt
6- MULCH FOR SEEDED AREASs DRY MULCH MATERIAL SHALL CONSIST OF PER:sOLA, PEANUT, COSTAL BEM-VDA, DAHIA
NAY OR CLEAR BROW PINE STRAW
1. SOIL M0161 SOIL ADD -MIXTURE C:CJ 4618TM OF GELATINIZED, STARCH-HTDROLIZED POLYACRYLONITRILE GRAFT
COPOLYMER AS MANUFACTURED BY INDUSTRIAL SERVICES, iNTERN.ATIONAL, INC. () DISTRIBUTED BY
AMERICAN EXCELSIOR CCMPANY, 4115 NORTH SEYMOUR AVENUE, CINCINNATI, off 48216, TELEPHONE:
(513)161-1364 OR APPROVED EaJAL..
&JIMIMITTAL&
L SOD CERTIFICATE i=ROM1
2. SOIL. TEST FePORT FOR PH WITH RECOMMENDATIONS FOR pH ADJUSTMENT.
3. WRITTEN PLANT GUARANTEE.
L PERFORM ALL WORK AS SHOWN AND M STRICT ACCORDANCE WITH SOUND HORTIC UL_RIRAL PRACTICE.
2. ADJUST SOIL PRa N ALL PL.ANTIPIG BED AREAS To 6.0-6�0 AS RECOMA`ETmED BY THE SOIL TEST. USE ALUMINIUM
SUL PATE OR IRON SULFATE TO LOWER THE PH AND USE HYDRATED LiME; OR BASIC SLAG TO RAISE THE PK
3. PLACE 2 INCHES OF COMPOSTED PIE BARIC OR PEAT N ALL GROUND COVER BEDS AND MIX INTO THE SOIL TO A
DEPTH OF 6-6 INCHES.
4. PLACE PLANTS AC40FONG TO PLAN AT SPACING SHOW
5. AFTER PLANTS ARE INSTALLED, BROADCAST a LBO. OF 8-8-8 FERTILIZER PER 100 T OF PLANT BED. TO EACH
APPLY 1 1/2 L ISS. OF 8-8-8 FERTILIZER PER INCH CALIPER.
6- STAKE OR GUY TREES AS ONLY WHEN REQ IRM TO MAINTAIN THEM N A VERTICAL AL T.
1. GUT MULTI -TRUCE= TREES WHEN REaARED. USE 2 OR 3 GUYS SECURELY ATTACHED TO 2"X44X30" STAKES DRIVEN
TO GRADE.
S. APPLY 2-3 INCHES OF MULCH TO ALL BEDS AND WHERE SHORN. PLANT BED FINISH GRADE TO BE i NCH BELOW
ADJACENT PAVEMENT OR LAWN•
% ADD SOIL MOISTURIZER AS FOLLOWS:
ALL TRSESi S OZ EACH AS PER MANUFACTURE'S QS IONS.
BED PREPARATION AREAS- 18 LBS. PER 1®20 SCXLAJQE FEET TO 12" DEPTH,
GRASS/SOD ASA: 11-15400 SWARE FEET TO 2" DEPTH.
12. EROSION CCNTROL FABRIC INSTALLATION: INSTALL EROSION CAONTROL FABRIC AND/OR EROSION CONTROL MULC:HtNG
FABRIC N ACCORDANCE WITH MANUFACTURMS SPECIFICATIONS, AND IN ALL REVEGETATED AS SHOWN ON THE
DRAWINGS
A. INSTALL. FABRIC AFTER PLANTING OF TREES AND SHRUBS AND PRIOR TO PLANTNNG OF FlEvEGETATION SPECIES.
MCI=
L SOIL PREPARATION; (SODDING AND SEEDNG)
A. REMOVE STONES OVER I t/d" IN DIAMETER STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER FROM
ALL.. LAWN AREAS.
B. ADJUST SOIL PN AS RECOMMENOW BY THE SOIL TEST FOR GRASS SPECIFIED.
C. ROTOTILL SOIL 4" DEEP AND THEN RAKE LAWN AREAS TO A SMOOTH EVEN SURFACE. N AREAS TO BE SODDED,
ALLOW FOR SOD THICKNESS, PROVIDMG A FN18W GRADE 1" BELOW ADJACENT PAVEMENT.
0. MOISTEN PREPA}IED LAIN AREAS BEFORE PLANTING IF DRY.
2. SODDING:
m A LAY SOD WITHIN 36 HOURS, OF ISTRiPPNG A FARM.
B. LAY SOD IN STRAIGHT, (NOT ) PARALLEL ROM TO FORIM A SOLID MASS WITH TIGHTLY FITTED JOINTS,
WITHOUT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS. WORK TOPSOIL INTO MNOR CRACKS.
C. ROLL. ENTIRE SODDED AREA WITH A 200 LB. ROLLER.
D. WATER SOD IMMEDIATELY AFTER ROLLING, THEREAFTER WATER SUFFICIENTLY TO KEEP SOIL MOIST TO A DEPTH
OF 40 EMIL ESTABLISH -ED.
TIE FRONDS VERTICALLY, REMOVE
5 \FRUIT -OD
REMOVE 1/2 FRONDS, CLEAN-UP
FROND BASES
I
UNIFORMLY CLEANED -Up BooT SCARS
ON i i
i'
I
tBURLAPI -- . TRUNK. STAKE - -
FICENTLY
ItiTO GROUND
4" HIGH SAUCER W/ 6" MULCH LAYER
f'
If "'i�llllllt
BACKFILL MiX AS SPECIFIED. TAMP AND
WATER INTO PLACE
SET ROOTBALL ON UNDISTURBED SOIL.
MIN. 30" ROOTBALL DIAMETER.
REMOVE ALL CONSTRUCTION
DEBRIS FROM PLANT BED
PROVIDE POSITIVE DRAINAGE
u MULCH
_EVEL GRADE
PLANT MIX
KV, N ROTO -TILLED INTO SOIL
EXISTING TOPSOIL
OF LIMEROCK AND DEIBRis
C-OROUNDCOVIR PLANTING DETAIL
FLAGGING
CENTRAL LEADER
FULL CANOPY WITH
STRAIGHT TRUNK
FOR TREES 2"+ CALIBER
STAKE TREE W/ 12 GA. WiREAND
HOSE 120° AROUND TREE WITH
P.T. WOOD 2 X 4 STAKES
3" PINESTRAW MULCW
EARTHEN DISH TO HOLD WATER
PLANT AT LEVEL, FINISHED GRADE
SPECIFIED PLANT MIX
TAMP AND WATER IN TO
REMOVE AiRPOCKETS
EXISTING TOPSOIL FREE
OF LIMEROCK AND DEBRIS
CONTRACTOR TO BE AWARE
OF POSSIBLE UTILITIES IN AREA
TRUTING DETAIL.
NTS
REMOVE ALL CONSTRUCTION
DEBRIS FROM PLANT BED
PROVIDE POSITIVE DRAINAGE
PLANT AT LEVEL GRADE
3" PINESTRAW MULCH
TAMP AND WATER IN
THOROUGHLY TO REMOVE
AIR POCKETS
SPECIFIED PLANT MIX
ROTO -TILLED INTO SOIL
EXISTING TOPSOIL FREE
OF LIMEROCK AND DEBRIS
3. SEEDING=
UB PLANTING ING MIST1A I L.
ATLANTIC SIMACH
A„ APPLY FE90 RTILIZED INITIAL APPLICATION AT THE RATE OF 400 LBS. PER ACRE. SECOND APPLICATION BETWEEN i
62 AND DAYS AFTER 8EEDiNNCs. NTS
B. APPLY 1 1/1- 2 LOOSE THICZCESS OF HAY MATERIAL tHrIORMLY OVER GRASSING AREA
C: . APPLY SEED MIX AT THE RATE OF 60 LPE
BS. R ACRE FLORIDA
D. LIGHTLY CUT MULCH MATERIAL INTO THE SOIL AND ROLL. WITH 200 LB, ROLLER
E. WATER SEEDED AR9A8 TO PROVIDE oPT1NW]M GROXW CONDITION FOR THE ESTABLISHMENT THE GRA$8. r
CL
L AT THE END OF EACH WORK. DAY, REMOVE ALL DEBRIS RESULTING FROM T1E W OINK, CLEAN PAVED SURFACES, AND
BARRICADE ALL HAZARDS.
2. RESTORE DAMAGED AREAS CAUSED BY THE WORK
INITIAL M6PEC'ION AND ACCEPTANCE:
L TWE WARRANTY SHALL BEGIN AFTER INITIAL LANDSCAPE INSPECTION AND ACCEPTANCE.
2. iNSPECT101N SHAL.L. BE MADE BY TIE OWNER OR OWNER'S REPRESENTATIVE WITHIN ONE WEEK OF WRITTEN
NOTIFICATION RPOM THE LANDSCAPE CONTRACTOR THAT INSTALLATION IS C4MPLETE. FLAWS ARIE ALSO SUBJECT TO
INSPECTION AT ANY TIME.
MAINTENANCE AND U141RRANTY:
L BEGIN MAINTENANCE OF LANDSCAPE WORK IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTtNJE FOR THE
MAINTENANCE FE OD SPECIFIED.
2. PLANT MAINTENANCE AND WARRANTY
A. MAINTAIN AND GUARANTEE PLANTS FOR A MINIMUM PERF OF W DAYS AFTER INITIAL ACCEPTANCE AND UNTIL
FINAL AC:C.EPTANCE.
B AFTER INITIAL WATERWS, WATER PLANTS AS CONDITIONS PICTURE TO MAINTAIN HEALTHY GROWIT14.
C. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION, REMOVE DEAD MATERIAL., AND TIGHTEN OR REPAIR
GUYS AND STAKES.
D. KEEP PLANT BEDS NEAT AND ATTRACTIVE DURING THE 'U0 DAY PERIOD WITH A MAXIMUM OF 3 WEEDINCaS.
E. AT T1E END OF THE MAINTENANCE PERIOD RE1"1iLCH AND BW AREAS WITH LESS THAN 2-3 INCHES OF M IJLCl-i,
3. LAWN MAINTENANCE AND WAF4k4 NTY
A. MAINTAIN AND GUARANTEE LAWNS FOR A MINIMUM PERIOD OF 30 DAYS AFTER INITIAL Ar.CEPTANCE AND UNTIL
FINAL ACCEPTANCE.
B. WATER LAWN SUFFICIENTLY TO MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES UNTIL FINAL_ ACCEPTANCE.
C. MOW LAWNS W41EN SOD IS FIRI-Ly ROOTED AND TOP GROWTH EXCEEDS 3 INCHES. REPEAT MMOUINCS TO
MAINTAIN HEOW BETWEEN 2 i/1 AND 3 iNCHES.
D. FERTILIZE LAWS 3 WEEKS AFTER PLANING WITH 16-4-8 AT A RATE OF 6 LBS. PER IWC 6CL1ARE FEET.
S AND CONDITIONS:
L REPLACEMENTS WILL BE MADE OLWI43 THE NEXT PLANTING FOR THE SPECIES UNLESS THE LANDSCAPE
CONTRACTOR ACES TO AN EARLIER DATE.
2. THEM WILL BE A ONE TIME REPLACEMENT POLICY.
3, A REPLACEMENT WILL BE OF TRE SAME SiZE AS THE ORIGNAL WITH NO ADDITIONAL SOIL. ADDITIVES TO BE USED.
4. AFTER INITIAL INSPECTION THE LANDSCAPE CONTRACTOR WILL. NOT BE RESPONSIBLE FOR PLANT MATERIAL THAI HAS
BEEN DAMAGED BY VANDALISM, FIRE, REMtOVAL, RELOCATION OR OTHER ACTIVITIES BEYOND THE LANDSCAPE
CONTRACTOR'S CONTROL.
5. TRNNSPL.ANTEo ITEMS ARE NOT GUARANTEED.
6. PLANT LOSSES DUE TO ASNORIMAL WEATHER CONDITIONS SUCH AS FLOODS, EXCESSIVE WIND DAMAGE, DROUGHT,
SEVERE FREEZING OR AENOR1AL RAINS WILL IN NO WAY BE THE RESPONSIBNLITY OF THE LANDSCAPE
FINAL CTiON AND AC42PTANCE=
1. FINAL MSPECTI INN THE LANDSCAPE CONTRACTOR WILL CONDUCT A FiNAL INSPECTION WITH THE OWNER OR OWNER'S
REI SENTATiVE AT THE END OF EACH MAINTENANCE PERIOD SPECIFIED FOR LAWNS AND PLANT MATE=RIALS. NOTIFY
THE OWNER WITHIN 10 DAYS OF THE ANTICIPATED MEETING.
2. PLAINT MATERIAL&
A, REPLACE AND MATERIAL NOT IN HEALTHY CONDITION OR WHICH FAILS TO MEET SPECIFICATIONS.
B. DECIDUOUS MATERIAL WUA'!. BE GUARANTEED TO BREAK DORMANCY IF PLANTED N DOWANT SEASON.
S. LAWNS:
QTY.
KEY.
COMMON NAM
BOTANICAL. NAME
SIZE
HEIGHT
SPREAD
REMARKS
8
QV
LIVE OAK
QUERCUS VIRGINIANA 3" -
31/2" CAL.
13' - 15'
6'- 8'
FULL, STRAIGHT
i
POZ
ZAHEDiI DATE PALM
PHOENIX DACTYLiFERA ' ZAHEDII' -
14' CT
15'
UNIFORM BOOTS
48
SP (181)
CABBAGE PALM
SABAL PALMETTO 12" CAL MIN.
18' CT
V
HURRICANE CUT, STRAIGHT
35
SP (I61)
CABBAGE PALM
SABAL PALMETTO 12"
CAL. MIN.
16' CT
V
14URRICANE CUT, STRAIG14T
18
(14')
CABBAGE PALM
SABAL PALMETTO 12"
CAL. MiN.
14' CT
6' -51
HURRICANE CUT, STRAIGHT
3
PA
JERUSALEM THORN
PARKiNSONIA ACULEATA
30 GAL
V-101
5' - 6'
FULL, TREE FORM
ang other material that may esndanger the health or trees or vegetation within the
drip line of protected trees.
Ai=�'RlL _IOC X398
4. The protected area shall be maintained at its original grade with no trenching or
cutting of any roots, and there shall be no storage of fill or compaction of soil, in no
event Shall motorized vahicles or equipment be allowed to park on or traverse that
REVISIONS
area within the dripp lines of protected trees, nor shall any dirt or other materials be
stored within the barriers,
3
TL
TREEFOF "? LIGUSTRUM
LIGUSTRUM JAPONICA
30 GAL
8-10'
"1-8'
TREEFORM, 6' CLR TRNK
14
CS
CRINUM LILT`
CRINUM SPECIES
15 GAL
21- 3'
3' - 4'
FULL, i LEAF MIN.
244
PT
PITTOSP ORUM
PITTOSP T051RA 'W.D.'
3 GAL
2411
24" COMPACTA OR WHEELERS OWA
121
LJ
LIGU5TRUM
LIGUS JAPONICA
3 GAL
24"
24"
FULL
264
RI
INDIAN HAWTHORNE
RAF:14IOLEPIS INDICA
3 GAL
18"
24"
FULL
150
JP
PARSONS JUNIPER
JUNIPERUS SQUAMATA 'PA I'
3 GAL
18"
2411
3-5RANCH MiK
851
MH
MARSH HAY
SPARTINA PATENS 'FLAGEO'
1 GAL
1211
1211
8 BIB MIN.
184
AS
ASPARAGUS FERN
ASPARAGUS SPRENGGERI
1 GAL
i0"
10"
Co BIB MIN.
139
EG
EVERGREEN GiANT
LiRIOPE MUSCARI 'E. GiANT'
1 GAL
12"
12"
6 BIB MiN.
348
LV
AZTEC GRASS
LiRIOPE MUSCARI 'VARIEGGATA'
1 GAL
1211
1211
6 BIB MIN,
W
TJ
DWARF ASIATIC JASMINE
TRACHELOSPERMUM JASMiNOIDES I GAL
1211
12"
8 BIB MIN.
36
AE
CAST IRON PLANT
ASPIDISTRA ELATIOR
1 GAL
12"
12"
6 -LEAF MIN.
ICS 500 SF
SOD
ST. AUGUSTiNE GRASS
STENOTAPHRUM 5ECUNDATUM
1' X 2'
-
-
FRESH, ' FLORATAM'
Ig
CP
CABBAGE PALM
SABAL PALMETTO
VARIES
RELOCATED W/ TREE SPADE AT ARCH_ DIRECTION
REMOVE VINES AND DEADWOOD
FROM TREE. REMOVE SUCKERS
AND MISHAPENED LIMBS TO 12`
NOTICE OF PROPRIETARY RIGI.I.TS
THESE DOCUMENTS AND THEIR CONTENTS ARE THE
EXCLUSIVE PROPERTY OF T H E GENES 15 G R O U P INC.
AND ARE NOT TO BE REPRODUCED, PU5L (SHED OR COPIED
EfTHER IN WHOLE OR IN PART WiTHOUT THE SPECIFIC
WRITTENCONSENTOFTHE GENES15 GROUP INC.
THESE DOCUMENTS ARI. ONLY To 8E USED LNDER THE
0"MC1`ZNOFTHE G'E'NE6IS 6R0UA INC,,t-0RTHEPROeCt
AND SiTE SP°ECiFICALLY IDENTIFIED HEWIN ANMD "ARE NOT
ERECT WOODEN OR EROSION
TO 15E USED ON THIS, OR ANY OTHER PROJECT WITWOUT
fTtEflltr- CIII?MCQW4TOFTNE GENE 316 GR0UP INC.
NET TREE BARRICADE, 42" HT. DO NOT STORE MATERIALS
his r'+E G.r= N Eas I s G -R o u p I N c.
AROUND ENTIRE TREE - 6"+ DEBRIS, OR DISTURB SOiL
DO NOT DISTURB GRADE WiTHIN DRIPLINE OF TREE
WiTHiN DRIPLINE 2 X 4 FENCE POST, 6' O.C.
SI -#E1' TITLE,,':
W/ i X 4 RAILING, AS SHOWN
NOTE. REpWRED 6ARxiCADEs ARE To REMAIN INTACT TWR0UGWMT CON6TRIJCTk7N
T RR i CA DETAIL,
NO'T N
T 17LW
PROTECTiON OPTRSES DURING CONSTRUCTION
L All protected trees, preserved underetooNry vegetation and trees retained
for tree credit to Sec. 83.DLb., be
pursuant &hall protected from Injury
during any laird clearing and construction process in the following manner:
DRAUN 8�: CHECKED SY'
2, A temporary barrier shall be constructed to prevent dieturbance of the soil a
minimum (ro) f from
SEP
of six the trunk at &N point of an area equal to fifty (80)KRE
percent of the Area within the drip lire. TFIe barriers shall remain In place
throughout Construction.
3. The developer shall not cause or allow the cleaning of equipment, storage or disposal
RELEASED FOR DATE =
of materials or waste materials such as paints, solvents, asphalt, concrete, mortar, or
ang other material that may esndanger the health or trees or vegetation within the
drip line of protected trees.
Ai=�'RlL _IOC X398
4. The protected area shall be maintained at its original grade with no trenching or
cutting of any roots, and there shall be no storage of fill or compaction of soil, in no
event Shall motorized vahicles or equipment be allowed to park on or traverse that
REVISIONS
area within the dripp lines of protected trees, nor shall any dirt or other materials be
stored within the barriers,
5. No attachment, wires (other than protective guy wires), signs or permits shrall be
fastened to a tree.
6. All clearing and grubbing Within protected tree area will be done with hand tools only.
1, All root eyette me outside the protective radius which( occur in arenas of proposed
improvements &halt be pruned by a qualified tree surgeon prior to excavation.
8. Developers shall post Signs governing tree removal. The sign shall be not less than
two (2) rest by two (2) feet in size and shall contain the following;
PROJECT . NUMBER:::
PROTECTED TREEs
GGT* 3351-001
ALL TREES MARKED TO BE SAVED ARE PROTECTED BY CITY OF
A. AT THE TIME OF FiNAL INSPIECTION, SODDED LAWNS WILL BE ACCEPTABLE PROVIDED A HEALTHY, WELL -ROOTED, ATLANTIC BEACH LAND DEVELOPMENT CODE. ANY PERSON SCALE SHEET NUMBER.
EVEN COLORED, LAM 16 ESTABLISHED, FREE OF WNEEDS, OPEN JOINTS AND BARE ANEAS DAMAGING ANY MARKED TREES UJILL..BE SUBJECT UP TO A FINE OF IJP
B. SEEDED LAWNS WiLL 13E ACCEPTABLE WHEN THERE IS AN EVEN STAND OF GRASS WITH NO BARE AREAS MORE
TO *25000 PER DAY AND A STOP WORK ORDER
THAN 6" SC>lJAhE. TOTAL SHALL NOT EXCEED 1% OF .TIE SEEDED AREA
DESMPTION
TORO 51OZ
WATER SOURCE
8
PALL VALVE
N
BACKFLOW DEVICE
®
-'
MAINLINE
5LEEVINCx
6
CONTROLLER
Z
SOLENOID VALVE
I" irrigation Meter
0/4" PVC W/Valve Pox
Watts 001 -QT -1
11/4" PR -160 PVC
2" Schedule 40 PVC
Irritroi Diel 12-5
Irritrol 100 -IFC
! ► J' y'' 1 Fm
®
TORO 51OZ
/4-E5T-PC
8
TORO S"IOZ
&F/4 -55T -PG
0
TORO? 5102
12P/4-E6T-PC
6
TORO 51OZ
12P/4 -55T -PC
6-
TORO 51OZ
6P/SQ-PC
"�--
TORO 51OZ
6P/8T-PC
-
TORO 51OZ
6P/8H-PC
6-
TORO 5102
12P/8Q-PC
b
TORO 51OZ
l2P/8T-PC
2224
TORO 51OZ
12P/8H-PC
Q
TORO 51OZ
6P/12Q-PC
O
TORO 51OZ
6P/12T-PC
®
TORO 51OZ
6P/12H-PC
•
TORO 51OZ
6P/12F-PC
(D
TORO 51OZ
12P/12Q-PC
Q
TORO 51OZ
12P/12T-PC
E)
TORO 51OZ
12P/12H-PC
e
TORO
5100 PC -3.0
3
TORO
5100 FC -6.0
PSL G.P.R
FWGRAM
ZONE
G.P.M.
NPRTM
D AYSAVEEK
A
1
22.42
130
3
A
2
18.83
X30
3
A
3
22.42
90
3
53
5
2224
30
3
5
6
23.13
30
3
5
1
21.83
30
3
5
8
22.11
30
3
5
9
21.85
30
3
5
10
22.68
30
3
NOM
Irrigation Contractor shall be responsible for
all applicable Fees and permits.
All Pipe and Wire under paving shall be placed in
Schedule 40 P.Y.G. Sleeves for the full pavement
coverage length and shall be at least 24" below grade.
Mainlines shall be buried to provide a minimum cover of l8",
while all Lateral lines shall have a minimum of 12".
The Contractor should take care to reroute piping
as necessary to avoid plant or tree roots.
All Sprinklers shall be site adjusted to prevent water
overthrow onto building surfaces and walkways.
All Piping downstream of Solenoid Valve to be PR -160 P.V.G.
All Control Wiring to be 14/1 UF. direct burial.
install a "MiniClik" rain sensor device.
Verify location with Owners representative.
Install Backflow Preventer in an inconspicuous
location such as shrubbery.
This Pian was prepared by a Certified Irrigation Designer
and meets the standards of the Irrigation Association.
Shrub body sprinklers may be substituted for Hi -Pops
against buildings) at ARCHITECTS discretion.
Friction Loss:
5ackflow 5 p s,i.
Mainline 4 p.s.i.
Laterals 4 p.s.i.
va Ive 2 p.s.L
Tota 1: 15 ps,i,
System Requirements:
24 g,pm. 6 50 p,s.i.
Watering Schedule timings are set to replace
1.15" evapotranspiration per week at 15% efficiency.
Timings .should be adjusted For seasonal
changes accordingly:
Dec. -Feb. 5051.
Mar. -May 159.,
Jun• -Aug, 1000
Sep. -Nov. 15%
Annual Consumptive Use: (0 rainfall)
1,355,521 gallons
COMMERCIAL CONTROLLER -
SEE MANUAL FOR WALL MQwTING
iNSTMICTICNS, ALL WIRING TQ ISE
INSTALLED AS PER LOCAL CODES,
JUNCTION BOX
CONDUIT FOR CONTROL AND
COWON UP. DIRECT BWJAL (iENESIS
WIRES TO REMOTE CONTfM
VALVES. EXTEND CZNDUIT 6° •
OUT FROM BASE OF WALL. CTROUP90
CONDUIT FOR r2O VOLT WiRE STRATEGIC - °LANDS CAPE
EMPOWER E• PLANNING - ARCHITECTURE
r"CAL WALL MOW COPRSIM U R B I H D B S I O N• KIN O I N 8 E R I N Q
NOT TO SCALE 4250 CYPRRSS CREEfi DRI Y;-30ITE 20o
JACKSONVILLE, FLORID,, 32256
(904}730-9.360 Y A X 730-7165
WEATHER RESISTANT
PLASTIC VALVE BOX WiTH
EXTENSIONS IF NECESSARY. /� j ��
FINi&H GRADE a
C I I I/
INSTALL VALVE BOX ATLANTIC iG C
--
ABOVE
IN E FINISH GRADE IN
TURF AND 2" iN SHRUB AREAS. FLORIDA3M-DBY WiRE CONNECTOR& FLOR, I L
AND EXPANSION COILS,
10 WRAPS AROJND i/2" PIPE..
ELECTRIC SOLENOID
CAONTROL VALVE.
LATERAL PIPING
TO SPRINKLERS.
4" PEA GRAVEL BASE
. o W! FiLTER LINING.
VALVE WIRE FROM ULL
®
CONTROLLER
MAINLINE
TYI�ICAL SOU91M V&W
NOT TO SCALE MEMOR I AL
LAW
PVC OR GAL V. W
DOUBLE CHECK ASSEMBLY
PVC OR GALv. W RENOVATIONS AND
�°$ITS MODIFICATIONS
GALVANIZED WION
(AS REHIRED)
GALV. NIPPLES
FINISH GRADE
NOTE:
INSTALL PER
iS" MIN"11 MANUFACTURERS
RNRILA1E AS RE V$, ATLANTIC EACH/
(INSULATE AS REQUIRED)
MAINLINE FLOR } 4
If PVC OR GALV. W
W CHEM AGNMY
NOT TO SCALE
NOTICE OF PROPRIETARY RIGHTS
THESE DOCUMENTS AND THEIR CCNTEidTS ARE THE
EXCLU5IVEPROPERTYCFTHE GENESIS GROUP INC.
NOTE: INSTALL SPRINKLER AND ARE NOT To BE REPRODUCED, nausHlrr,� OR COPIED
AT FINISHED GRADE EiTHER IN WHOLE OR iN PART WITHOUT THE SPECIFIC
URITTENCONSENTOPTHE GEINE515 GROUP INC.
THESE DOCI115NTS ARE ONLY TO 15E USED INVER THE
APPROVED BACKFILL DRFCtION CF T H F GENEBIO GROUP INC POR THE PRaect
AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT
TO M USED ON THIS, OR ANY OTHER PRO,)ECT WITHOUT
TWS'ECIFICMTTENCON$FNTOFTWE GENESIS GROUP INC.
ROTARY 5PrcINKLER @ISSOTHE G E N F? 6 1 5 GROUP I Nr-"
3/4" PVC STREET ELL SWEET TITLE
3/4" FLEX PIPE
LATERAL PIPE
'LATERAL TEE
PLAN AND
TYMCAL MP IP WTARr 8FRW4MRD >
NOT TO SCALE
DRAT! BY: CHECKED BY:
NOTE: INSTALL SPRINKLER LING KRE
AT FINISHED GRADE
- I 1 i STI RELEASED FOR DATE
-�----APPROVED BACKFILL
HI -POP SPRAY SPRINKLER 1O0`�c APRiL 10, 1998
NOTE: CONTRACTOR MAY
iN5TALL PIPE TO SIDE
ET REVISIONS
1/2" PVC OR BARBED
---- t t4 LE ELL
24 FLEX PIPE
ATERAL PiPE
LATERAL TEE
PROJECT NUMBER
3351-001
SPRAY MOMMCM SCALE dal -BEET I' UM55FR
NOT TO SCALE 111 20'
NORTH OF 14