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MEANS,METHODS, TEC44NIQUES, PROCEDURES OR SEQUENCES " 'Ma ACTIS C*OMISSIONS OF THE =MWACTORI, OR MY OTHEIR PERSON f-=m;ORM1 IWO THE WOMe., OR".THE FAILURE OF ANY OF
1) DESIGN CRITE RIA.- DESICUN PER FLORIDA 15UILDING CODE - rpTH EDITION THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.
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ROOFS AND C,*401PIE& 20 PSF WOOD; "LM OF ALL, ME!"IBEIRS SWALL BE IN AC40RDANCE WITH THE BUILOM CODE, REFERENCE THE C4DE FOR TABLES. �c
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BASIC WIND ED.- (ASCE 1-10) 130 MPM EMBEDMENT FM M<PANSION EkXTS SMALL 15E 3�-VV' MINR'IUM F<M 3/4" DIAMETER BOLTS IN C04CRETE,5-1/411 IN GROUTED MAhOWAY. WILTI KUK BOLT I[ OR EOJAL. 0. Z*
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EXCLOSUM IPICATION: ENCLOSED 66OR WITH A RNCTIONAL OIL TRAP. INSTALLATION SWALL BE IN ACCORDANCE WIT14 MAMPACTURERS PRINTED INSTIM3CTIONS.
INTERNAL SOURE CkMT-ICIENTs 0.18 z
DIRECTIONALA FACTOft (Kcih OAS ANY E14GINEEIRING PE6IGN PRONADED BY OTHERS AND SUI51MITTED FOR RE'VIEW SHALL 15EAR T44E SEAL OF AN ENGINEE'R REGISTERED IN T14E STATE OF FI.ORJC)A,
SHAPE FACTORS.- PER C40DE
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1 MEATIMEN I ME IMENTION:- AO LIS/CF FOR COZOUND CONTACT MATEIRIALS, AND 25 L5/CF POIR NON-GIROUND CONTACT MATERIALS.
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1) STEEL WANGE-.RS AND C424NECTOR& ALL HAWaERS AND CONNECTOR& SMALL BE 17-MAX11 AS MANPAC I D BY ORIPSON STROW.1-TIE CO, INC.OR HOT DIF40E GA-LVAJ41ZE COATING; TO GIB&, z
(OR AP"ROVED ECIUA0 UNLESS OTHERWISE NOTED ON DESIGN PLANS. 2
SHOP FAMICATEDSTEEL MATE 00*1ECTORS: CONSTRUCT WITH,'vAA 6 SPECIFIED ON DESIGN PL�ANS- ALL FABRICATIONS REQUIRWx SENDING, DRILLING, WELPING� AND COATING; P!QOCESSES
SHALL BE C4"LETED PRIOR, TO SITE DELIVERY UNLES$ OTHERWISE SHOWN OR SPECIFIED BY DE$404 PLANS,
ALL MATERIALS UTILIZED FM FASIRICATIONS, $WALL BE PREPARED 15Y SAW CUTTING; OR SHEARNG- EDGES, SMALL BE CLEAR!"RE OF SUIRM AND 17". TO DIMENSION. > ,5,
SUBMITTALSs 61-OP DRAWINGS FOR ALL SHOP FASIRIC.ATED MANGERS AND COININECTORS. SUBMIT PRODUCT DATA" ALL MAKFACTUREP MANGERS Arsip C4X+aCTORS As erEciFIED IN DESIGN _u z oN
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9) FASTENERS MOUNTING k4RDWAPIE: u 3
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INTENDED OTION. WIRE STAPLES SHALL NOT 93E USED. 0
PIRE APPROVE : SWAN SECURE )DUCTS (WO)S66-2801 wuiw. swamecurejwm
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SECURELY TO TWE FACE OF THE MEMBER ISEING SECURED� MAOWINE BOLT (HEX SOLT) INSTALLATION SMALL INCLUDE 04E 11"SHER AT HEAD AND ED ENDS UNERE IN DIRECT CONTACT ui
AOE. No WASHER IS REQjWap WHERE MAC-14M 15OLT 44EAD OR NUT BEAR TO THE FACE OF METAL HANGERS, UNLESS OTHERWISE JN OR SIPEOFIED ON DESIGN. PLANS.
WITH A WOOD 00
CARRIAGE BOL WHERE SPECIFIED, $14ALL UTILIZE A SINGLE U46HER AT T14E TWREADED ENDS. GENERALLY,NO BOLT END $HALL PROTRUDE PROM TRZ- WOOD CONNECTION QWATER THAN mm 4
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HOT-DIPPED 0,4 LVANIZWas SMALL BE A ZINC COATING AF40LIED 15Y DIPPING INTO A MOLTEN ISAT14 OF ZINC UNTIL A THICKNESS Or-GU* 16 AC-141EYM A?,V SMALL C40W-ORM TO THE x
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WITH A SIT NO L 414bSER THAN. T14E Woy Or- THE. 8CREW AT T14E 13ASE OF THE THREAD.
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NOT LESS THAN NOR MORE T14AN 30% BY UE*WT $WALL PASS A NO.50 SIEVE. NO FINE AWREdmATE 614ALL BE USED F IT CONTAINS MORE THAN 1% BY WEIG44T OF DELETEMOUS, SUBSTANCES
OR WWIC44 A COLOR DARKER THAN IPLATE 2 WHEN TESTED AccORDM To ASTM CAO LATEST. I HEW
MRAVEL OR OWSHED $TONE 14AVNG NO MORE THAN 5% 15Y WEIC.44TOF DELETERIOUS SUI98TANCES AND S0Fr
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FR.A&MENTS. SMALL BE WELL GRADED FROM THE LARGEST W14IC44 $14ALL PAS6 A I" MESH TO THE SMALLEST W14IC44 SMALL PASS A 3/8" IMES14 AND BE RETAINM BY A 1/4" MEOR G E Ns,
ACfZ4SION L SHALL NOT EXCEED T14E PERCENTAGE$ CONTAINED IN ASTM C33 LATEST,WI-IEN TESTED IN ACCORDANCE WITH TWE FfaOCEDURES,OUTLINED THEREIN. NO COARSE 45GREGATE
In. 0 No. 59027 %
SMALL 15E USED IF IT =NTAINO MORE THAN 1% SILT OR W141CH SHOWS A COLOR DARKER TI-IiAN PLATE I WHEN TESTED ACCORDING TO ASIM C-40 LATEST, %
WATEM MIXING; WATER FOR CONCRETE SHALL BE CLEAN,FRES14, AND SUITA;BLE IFOR PRINKIN03 A3,-0 SHALL NOT CoNTAIN INJURIOUS ArRXNTS OF OIL, ACID, ALKALI,ORC-aNIC, MATTEfk OR OTHER
STATE OF
DELETERIOUS ANCES,EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER W/C RATIO SWALL NOT EXCEED O.W. .1�90
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AS MAY BE SPECIFIED FOR SPECIAL FINISHES,SLUMP AS MEASURED IN ACCOPOANCE9 WITH /0 NAL
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C4NCRETE JOIRrING: CZ74CRETE JOINTING AND JOINT LAYOUT SHALL 15E IN ACCORDANCE WITW AOI 330.
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wi�*ORCING L-I A$71M A60,GRAVE 60
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F-C)OTIT"wt 30
COLUMNS PEDESTAL& 2#
SLA06 ON Es 211 FROM TOP
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UNLESS SE NOTED,SpLIOES IN REj4;ORCNawWERE PERMIf IE SHALL5EASFOLLOWSs
WELDED WI FA5MC--. WIRE SPACIING PLUS 6"
REINFORCING BoARbs 48 OAR DIAMETERS
ALL HOOKS IN FEIWOFQ:CIW.* BARS $HALL BE PER ACI STANDARDS,UNLESS OTHERWISE NOTED.
DOWELS WHERE INDICATED SMALL BE PLACED AND SECURED F"OR TO C40CWTE PLACEMENT.
11) FOUNDATIONS: $OIL BEARING (ASM101ED DESIC-N MAXIMUM) 2dXW POF
IF FOOTM ELEVATIONS INDICATED ON DESIGN PLANS OCCAIR IN A DISTURBED,UNSTABLE,OR UNSTABLE WIL,T14E ARCHITECT ENGINEER SMALL BE NOrIFIED.
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12) EXPANSION INT MATERIAL:
UNLESS OTHE'RVSE SPECIPCIED ON M61GN PLANS,JOINT MATERIAL $WALL ME 3/8" TWICKNEOO RMExv AS M441FACTURED BY T14E JD�RUSSEL C421PANY.fOR APPROYM EaJAL). (SM) u
TEIqj SHALL EXTEND THFOUGH T14E FULL THICIOeSS Or- THE CONCRETE PLACEMENT.
EXP�JT.MATEERI �j
TALI RIAL SAMPLE
SiUBMITTAL
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RESPON611SLE ":PROVIDING, INSTALLING,MAINTAINWs AND feEMOVING EROSM SILT CONTROL ISAWER AS MAY BE REQUIRED SY THE LLJ
13)EIRMION THE CONTRACTOR $WALL ISE 0
STATE OF FLORIDA OR I-COAL AvG04CIES DURING CONSTRUCTIOR
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14) SEALANTS-s JOINT SEALS SMALL BE A 2-PART POLYSULFIVE OR POLYUMTWANE COW-ORMINa To US�FEDERAL SPECFICATION TT-8-00221E.
PmRNG (SELF EVELNG)czX1pOUND6 SWALL BE TYrE I AND GUN GRADE. (NON SAcs)C4"ItXINDS SMALL BE TYPE 2. SEALANTS $HALL BE APPLIED IN 61WJCT ACCORDANCE WIT4 THE
INSTRUCTIONS THE MANPAC-TUMER US1Wx A SUITABLE PRIMER IF NECESSARY.
A AppRO\IED SE ANTS: 61KAFLEX BY OKA C44EMICAL COMPANY, HOPWLEX-L BY WA CARACE COMPANY AND VULKEM 245 BY TREMCO, M.
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PROJECT APPL ION% MA60NRY COLUMNS,CAST IN PLACE WALL AND COLUMN JOINT$, PAVING JOINT$,CONCIWTE FLOOR JOINTS.
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15) TERMITE ATMIENTs FCUNDATION AREA SHALL 5E TREATED IN ACCOR!DANCS WITH FLORIDA BUILDING CODE RECUIREMENTS, (CURRENT EDITION)
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DUPLEX:
STORMWATER MANAGEMENT 2 COMMUNITY PLAT m
FACILITY
FINISHED FLOOR ELEVATIONS Le
Block 5, Lots 29-30 3
3 0
4 4 TYPICAL GEOMETRY PLANS-QUA
TRIPLEX: 5 D lu
Block 1: LotS 1-3,8-10 6 7 k4),p 5 TYPICAL GEOMETRY PLANS-TRI
Block 2: LotS 14,8-10 io 040 6 TYPICAL UTILITY PLANS
Block 4: Lots 1-3,8-10, 11-13, 14-16 7 TYPICAL LANDSCAPE PLANS
2
QUADPLEX: 3
(D 5b
Block 1: Lots 4-7 5
Block 2: Lots 4-7 /2/* 9 10
Block 3: Lots 1-4
F_ 6
Block 4: Lots,,4-7 7
-4, 5-8,9-12, 13-16,
Block 5: Lots 1 /9/10 2
a- 3
1 -20,21-24,25-28 /*
7 12/
13
14
15/
16 TRACTIr
0
TRACT'Ir
30
NEIGHBORHOOD PARK
w ILI
29 w
28 z
OCEPN 22-23 25 26 27
24 uj uj
.19, 20 21 TRACT T
17 >
0
12 3 14-1 15- 16 0 0
2 3 4 _J ----------
S Ic U
61
PROJECT REFERENCE:
REFERENCE GENERAL NOTES,CONSTRUCTION
PROJECT MAP
DETAILS,AND DETAIL GRADING PLANS FROM SHM M24KR
THE PERMITTED CIVIL ENGINEERING SET.
MAYPORT ROAD
La
-----------------------------------
- ------------------------------------------------------- ---------
-T-
---------------
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-'SITE DATA SUMMARY LOTS 4-7 (QUADPLEX BUIL
PARCEL SIZE AREA - SF:
SANDY BEACHLANE: OCEAN GATE DRIVE: SUNRISE COURT
z
102: 2329 106: 2329 121: 2229.5 102:2229.5
16 106: 1598 110: 1598 125: 2229.5 106:1634.5
110: 2329 114: 2329 129: 1634.5 110:1634.5
114:2773 w
114: 2229.5 118: 2329 133: 1634.5
122: 1598 137: 2229.5
15 118: 1634.5
IQ 122: 1634.5 126: 2329 141: 2229.5
;s 126: 2229.5 130: 2329 145: 1634.5
Lu z
13 130: 2329 134: 1598 149: 1634.5
134: 1598 138: 2329
(p- 153: 2229.5 0 Lu
138: 2329 142: 2229.5 157: 2229.5 w 0
142: 2329 146: 1634.5 161: 1634.5 0
146: 1598 150: 1634.5 165: 1634.5
UA
152: 2329 154: 2229.5 169: 2229.5
156: 2229.5 158: 2329 173: 2229.5 U)
06 162: 1599 177: 1634.5
Ile Co 160: 1634.5
v 164: 1634.5 166: 2417 181: 1634.5
r
;:9 r.1- 101: 2038 185: 2229.5 O.C.D:
0 GRAPHIC SCALE 168: 2229.5
619 172: 2329 105: 3116 189: 2229.5 205: 2229.5
as 5: 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5
213: 1634.5
180: 2329 113: 1634.5 197: 1634.5 SHM MAOM
w rnT)
117: 1634.5 201: 2229.5 217: 2218.5
2
------------ -------------------------------------- --- - - 7- --- - - --------------------------- -------- --------------------------
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LO 1 71"- 11 Lc I f -+-
LO 16.5' 16-5' - 20'
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Ox,
PORTABLE TOILET PARKING AREA
TOILET PARKING AREA BIX16'DUMPSTER 8'Xl6' ALLEY INCLUDES
8'Xl6'DUMPSTER 8,(16' ALLEY INCLUDES CONSTRUCTION POD PERVIOUS PAVERS
PAD
PAD CONSTRUCTION POD PERVIOUS PAVERS
QUADPLEX BUILDING: Lots fv Qj R, Sl T
QUADPLEX BUILDING: Lots El Ns 09 4
SITE DATA SUMMARY QUADPLEX BUILDING EROSION.. CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - QUADPLEX BUILDING
OVERALL DEVELOPMENT INCLUDES SILT FENCING� 1.ZONING.- SPA
OTES,
1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL N REQUIRED PROVIDED z
CONSTRUCTION DETAILS AND DETAIL GRADING PLANS z
REQUIRE PROVIDED FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS D
2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 >( ul
8' 8_11, MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 12' 13-17' >.- uu
FRONT PORCH FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. J
12' 13-17' 5.5
FRONT BLDG. INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 1131. 0
SIDE 5' 5.5' LOT. REAR 20' 26-43' W z
REAR 2 0' 26-43' 84' 84'
09 MIN. LOT WIDTH
J MIN. LOT WIDTH -84' 84' 9 2' 92' 0 Lu
1. MIN. LOT DEPTH UJ cy (J
te 7,728 SF
MIN. LOT DEPTH 92' 92' 7,725 SF
MIN LOT AREA 52.7% - 4094 sf BUILDING AND CONC. 0 0
MIN LOT AREA 7,725 S_ 7,728 SF 65%
NC. MAX. LOT COVERAGE (4-7) 9.3% 1440 sf PERVIOUS PAVERS (50%) w
MAX. LOT COVERAGE (4-7) 65% 52.7% - 4075 sf BUILDING AND CO
TOTAL
R 9.3% 1440 sf - PERVIOUS PAVERS (50%) 63%
62% TOTAL INTERNAL UNITS
OUTSIDE UNITS
OUTSIDE UNITS INTERNAL UNIT A INTERNAL UNIT B LOT SIZE: 2,229.5 SF LOT SIZE: 1,634.5 SF
LOT SIZE: 2,229.5 SF LOT SIZE 1,634.5 SF LOT SIZE: 1,634.5 SF BUILDING- 640 SF BUILDING: 858 SF
1 BUILDING: 640 SF BUILDING: 730 SF BUILDING: 858 SF PORCH / AC: 165 SF
I PORCH / AC: 165 SF PORCH AC: 240 SF SIDEWALKS: 40 SF
21:14 PORCH / AC: 240 SF PORCH / AC: 230 SF SIDEWALKS: 104 SF SHUT NuRm
A. SIDEWALKS: 40 SF PAVERS: 360 SF (50%) = 180 SF
SIDEWALKS: 104 SF SIDEWALI<S: 56 SF 180 SF PAVERS: 360 SF (50%) 180 SF PAVERS.- 360 SF (50%) 180 SF TOTAL IMPERVIOUS: 1,243 - 76% 4
PAVERS: 360 SF (50%) 180 SF PAVERS: 360 SF (50% 1,164 - 52%
OUS: 1,243 - 76% TOTAL IMPERVIOUS-.
- 7-4% TOTAL IMPERVI
TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS: 1,196
9
GRAPHIC SCAU
lo to 'j
FRONT OF BUILDING
I twh- 20 RL 7 51'
fl
(IN nu) FT 1— 50'
25.75, 6-1- 2
cl
-16.5
0 - ,--I- - - -1-0-14:1--;�-7" z-
to '�i 20 R jj
(D 5s.
(0 r 5-7' UTILITY EASEMENT 94
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TOILET WX16' f
8'XI6'DUMPSTER ALLEY
PAD CONSTRUCTION POD
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TRIPLEX BUILDING
EROSION CONTROL NOTES AND SPECIFICAILQ—NS-. SITE DATA SUMMARY - TRIPLEX BUILDING
OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA
CONTRACTOR SHALL REFER TO GENERAL NOTES, REQLLIRED P_ROVIDED U)
CONSTRUCTION DETAILS AND DETAIL GRADING PLANS Z
FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2-MINIMUM YARD REQUIREMENTS 5 z
PLANS FOR THE OCEANGATE DEVELOPMENT, oka 201 8' 8-11' CL =) ui
MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 12' 14-17' X
FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. Lu
INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 5.75' J
LOT. REAR 20' 35-43' 2: Z
MIN. LOT WIDTH 68, 68' ix <
MIN. LOT DEPTH 92' 92' 0 Lu
MIN LOT AREA 6,250 SF 6,256 SF w j 0
MAX. LOT COVERAGE (4-7) 65% 47.4% - 2,965 sf BUILDING AND CONC. (3 < 0
8.6% 108o sf - IMPERVIOUS PAVERS (50%) ul 0
56% TOTAL CL
OUTSIDE UNITS
LOT SIZE: 1,598 SF
LOT SIZE: 2,329 SF
BUILDING: 709.5 SF
BUILDING: 640 SF PORCH / AC: 231 SF
PORCH / AC: 240 SF SIDEWALKS: 92 SF
SIDEWALKS: 104 SF
PAVERS: 360 SF (50%) 180 SF
PAVERS: 360 SF (50%) 180 SF - 75%
TOTAL IMPERVIOUS. 1,212.5
TOTAL IMPERVIOUS: 1,164 - 50%
GRAPHIC SCAIE
2D 40
FRONT OF BUILDING
IN Fizr fL
I Inab 20
T
V2
z
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P11
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----------
LL
WATER LINE
Z
'SERVICE
1" WATER LINE
SERVICE 4" SEWER SERVICE 0 c
% MIN. 000,
2 W/ CLEANOUT y .�
0
4" SEWER SERVICE @
0
2% MIN. W/ CLEANOUT 01,
U.
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A— A——— L UJ
REF. DOUBLE WYE \\-Al REF. DOUBLE WYE
PLAN DETAIL PLAN DETAIL
sm— "sm sm
SM —sm —sm— sm-
8" PVC 8" PVC 8" PVC S.S. (TYP)
WATERMAIN (TYP.) 8" PVC S.S. (TYP) WATERMAIN (TYP-) 4
TRIPLEX BUILDING 19
QUADPLEX BUIL.DING
z
Z
UTILITY CONNECTION NOTE: x
VE LIJ
1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HA j
WATER AND SEWER UTILITY CONNECTING FROM THE Z 0. 1
ALLEY SIDE OR REAR SIDE OF THE UNIT. Lu
2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE
WATER AND SEWER UTILITY CONNECTING FROM OCEAN
GATE DRIVE OR THE FRONT SIDE OF THE UNIT. Lu z z
NOTES z
A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR Z
CONNECTIONS TO EXISTING UTILITIES. w
0
B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS, 0
C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE.
cy
L E G E N Q :3 —j
SYMBOL DESCRIPTION
J
—W— PROPOSED WATER LINE
P5
N
PROPOSED SEWER LINE
SEWER CLEANOUT
SWIT MUNI"
WATER METER
6
GRAPHIC SCALE
10 *0 do
FRONT OF BUILDING FRONT OF BUILDING
-T jwh. 20 fL
DI FEET
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ALLEY ALLEY
QUADPLEX BUILDING TRIPLEX BUILDING
M,45TEf;R FLANT LIST
SYM50L SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
S�-IADE TREES U)
I--
Acer Rubrum Red Maple 'Flame' (05 gal. 15' ht. 5' spd. 3 ca I.
z
n
G Quercus vireinjana Live Oak ro5 gal. 12' ht. 5' spd. 3" cal. x
Z uj
Ulmus parvifolia Drake Elm (o5 ga I. Wht. 4' spd. 3 ca I. J
5 a: ui
UNDERSTORY / ORNAMENTAL TREES (ALTERNATIVES) iL
uj
Callistemon viminalis , Red cascade' Red Cascade Bottlebrush (Wesping) 30 gal Vht. 2" cal. min. - Standard IL
< z z
04 4
Cercis canadensis "Forest Pansy' Forest FansS Redbud 30 gal a, ht. 2" gai, min. U)
chionanthus virginicus Fringe Tres 30 ga I a' Int. 211 ca I. min. Z 0
Feijoa sellowlana pineapple Guava 30 eal 6' ht. 2 11 ca 1. m in. cy
.j
<
Ilex Vomitoria Yaupon Holl� Tree Form 30 gal 6' ht. 2" ca 1. min.
P5
Magnolia soulangiana 'Jane' Jane Magnolia 30 eal 8' ht. 2 ca 1. m in.
VUT MUNIKIR
Prunus x �soloensis Yoshina Cherry 30 gal 5' ht. 2 ca I. min.
4K I I I 1 1 7