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Mayport Road 210-254 V s FOUND 1 /2" IP #5 VERT, IN POURED CELLS a r� 6" PIPE BOLLARDS • FILLED W/ CCONIC, o TOP OFBANK •��: = : fra irr ;n�, n„`.. I � ��• �, f ''�.:�=�' k'-' O !i �Chanat �1 i Sc+�'Ja f.l na I 1,.-.i�i,� 0, EDGE OF WATER ,�,_- ,, .,ryY uo a �j rL=OLJ � 1 .x --- .'�•` _ all `��'��iD I T C I iI I r : . �LLI onnct' , Pt. 8” CONC. BLOCK I ,�.. anvlayc Warr 1\ is -r u x • w, '- '' U srosa� r' T)aIrrl'p`;9.�' . W/ STUCCO 145 . 00 ' r- ila a.;..�1 3�iM ry 4 50.00' 0 .. rZrRfa J� v .^ a R rJ X J 5. 00 r vylj •2 �� / \ .--1 © 8 10 --0 8 20' rx PROJECT 2x2 GALV STEEL GATE _ FRAME (WELDED) WITH TE /0 = q 'i r ;//• i 5 r 'SMT 1x6 PJI WOOD PLANKS O- ,� _ ;, �; „1_ _ R - �° >4f w �`Bp SPACED 3/4" APART, O J - =_ -_- -. - , Ate. S 4/ � • - r• 'I�. •II�• �l ! '�b DUMPSTER ENC ❑ 12,g z ,�.` `, 5' 10' wvry o � 1 1 ! 0 C w Luke } n :o I�T Jeplunv. G W.s� Lij ----------------- (� QFf '11 DUMPSTERLLJ a 38 C) F.F.E. 13 5 0 > - - =rN �q-= :, �A!�' 46 L G" CONCRETE PAVING N W/ 6x6-W2r9xW2,9 W,W,F , 13.0 130 ° Q AP 0, 18' 24' 2.93' � w VICINITY M 1 Ol 3 z v a a N. S. V d 4 �I I If I hI �t 4 02D © C� II II 4 00 4 , as C� 95% COMPACTED SOIL �--+ AGGREGATE 4"� 4• —� M PAVING 1' S' 10' 15' 10' SEWER w Q z CONCRETE DRIVEWAY DETAIL !' © LINE 1 0 = --- __- . _. . -- ----- (r 1,5/ 4 2 J N,T.S. @ AGGREGATE CL c - --.� -- PAVING 1---4 4 1-- cn 101' 12r9 12.8 • 4 . Q w3 4 1!!0 4" CONCRETE WALK WA:T�eR . • ~ W/ 6x6—WIr4xW1,4 W,W,F, WOOD PO ER PODS ? 4 .: LINE z TO BE RELOCATED II o 12,6 A o - (Ll 00 1 g' 1 ' g 18 1 10' X � 95% COMPACTED SOIL a o CONCRETE WALK DETAIL 12.4 2.5 NJ.& EHE\TV OHE\TV OHE\TV E4 OHE TV N 145. . 00 ' 4 . c 4 WOOD POWER / \ 4' ao ,y o 8" AGGREGATE PAVING POLE / °44 4 °4: • 121 4 c ^--• �- - W APIPROV � D - — - -- - 7 CITY I ATLANTIC BEACH a g a a o a o a o opo ado o a a a a o 0 o a g a o d - BUILDING OFFICE a p 0)'o 0 0 0 0 0 0 0 0 0 0 d 0 a O g O 0 0 p O O p p �� --�^ —� g o 0 0 d a q 0 d a ()000000000, q O O p d a a Q O a O d q a �" � -� 0000adp00QaaO0a0000aO000 0p000OOppa0000pOpOpa0a000 �� --- —`"� w (� O O g d O a O d 0 0 0 0 0 0 0 0 0 0 o d O a 0 a 0 0 ----- JUN -L L"0j 0 0 o g Ono 0 0 o a a 0000000 a a o o a d a o a o a --- _ O I~I I I I I III=�1 I i t CURB & GUTTER - EXISTING FIRE HYD, 95% COMPACTED SOIL A S P H A L T P A V E E N T EXISTING 8"0 CONCRETE DRIVEWAY DETAIL.. WEST SECOND ( 2nd) STREET WATER LINE N,T.S, (50' RIGHT— OF--- WAY LAND USE CALCULATION DATA SITE PLAN EXISTING 8"0 OR 10"0 AREA —PERCENTAGE 1"=10'--0" SEWER LINE BUILDING 2,800 SF 18.9 IMPERVIOUS PAVING 943 SF 6.4 AGGREGATE PAVING 4,968 SF 33.6 LANDSCAPE 6,079 SF 41,1 HALF MOON BAY TRADING CO. PARTNER LTD TOTAL 14,7 9 0 S F 100.0 N.W. Corner or weer 2nd St ac Mayport Rd. SCALE: 1"-10'-0" APPROVED BY: DRAWN BY: MWL DATE: 05/01/00 REV.m/05/oo PAUL S. LI, P.E. DESIGN & CONSULTING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 DRAWING NUMBER JACKSONVILLE, FL 32256 000302—Cl �I V GENERALLAUSCAEE FOUND /2" I P 1, GENERAL REQUIREMENTS. All materials shall meet or exceed the minimum standards, sizes, wights, measurements, quality conditions and other relevant conditions specified on the Drawings. Materials falling to do so WILL be rejected, 2, BACKFILL. Backfill shall be prepared as a uniform mixture of one-fourth peat, one-fourth cow manure, and one-half top soil. To this mixture shall be added and uhlformty mixed 50 pounds of commercial fertilizer. per cubic yard of backfill prepared. RUBBER HOSE O 3, TOPSOIL. Topsoil shall be Indigenous to the area and shall be naturally WIRE TIE Q fertile of a coarse loamy--Sand or coarse sandy loam agricultural nature TO� / OF BANK N and capable of sustaining plant growth. It shall be free of admlxtures 3 WOOD STAKES P' X 4' EDGE OF WATER p and foreign matter. 4. PLANT MATERIALS. Except as approved otherwise, all plant material shalt D L� be nursery grown stock conforming to Florida No. 1 as determined by I T w � � Grades and Standards for Nursery Plants Vol. I and II by the Florida Department of Agriculture. MULCH 3 � 5, SOD, Where shown on the plans, all areas not planted shall be sodded, • EARTH SAUCER 11 , 1 I Grass for sodding shall be St, Augustine Florl-tam. Topsoll to receive FINISH GRADE I I 1 p� sod shall be uniformly graded and moistened by sprinkling, Sod shall X 50.00' 95.00' 0 be laid end to end and side to side to allow close and form fitting of • each piece, After sodding Is complete, It shall be generously watered - 0.2 ((•��0j for two weeks. It shalt then be top dressed with commercial fertilizer • l ✓ as spec at the rate of 12 pounds per 1000 square feet. COMPACTED PLANTING MIX '� M r �JJ • • • • ' :' 4" QL Cn • 6. SEED, All areas not sodded shall be seeded, Seed shall be spread 40 IV V• • uniformly at a rate of 60 pounds per acre, From March 15 to October 15, 70' .9 0 the seed mixture shall be 30 pounds ' of Argentine Bahia and 30 pounds of Oct d hulled Bermuda. For the remainder of the year, the mixture shall be 20 •• o- n pounds each of Bahia, Bermuda and Rye seed, The mulch shalt be straw or Tree P l,a n t i n D e t a i l hay spread at a rate of nine tons per acre and cut Into the soil, •, 4 PINDO P • _ Q F Q --3'! -EUGALYPTUS < 7, FERTILIZER. Commercial fer-tllizer shall be a complete mixture and shall W Z Z I contain the following percentages of plant nutrients by weight, Q Z 0 W Li. 8 percent nitrogen 0 8 percent phosphoric acid • 6/ 00- 8 percent potash EXISTING 3" LOQUA C-) Q TREE TO 8. MULCH, Bark for mulchingur oses shall be commercial cress bark PRESERVERD 44. ' ° Z W 0 bagged or ,bulk. It shalt begraded as number two. It shat > be uniformly applied to a minimum depth of 3 inches. 4 p..., fBARRICADE TO Q O 9, GUYING AND STAKING. All trees are to be staked unless otherwise FOLLOW TREE DRIPLINE4" PINl70 u7 + N Instructed by the owner, All staking shall be done In accordance with i PALM 0- r--- the staking details as shown an the plans, #15 REBAR u � POST (TYPJ � I • B • n 10, IRRIGATION. All areas to be landscaped shall be watered by haag_ bb!i as DO NOT STARE MAX v O shown on the plans and shall be within 75' of all landscaped areas. Single MATERIALS IN b._d, BETWEEN Q 1 " A hose bib shall be Installed above ground on risers when located In planting THIS AREA MIN, POSTS q4 CEDAR • areas, and shalt accomodate a 3/4' hose. Hose blbs shall be brass or bronze UNDISTURBED MIN, with removable bonnets, replaceable positive seal brass or EXISTING 4" SAFETY ___-7477"' bronze seats and removable tee handles. GRADE ❑RANGE � � '4 • Q • COPOLYMER � .' atl B , 4" PINDO PALM °4 O • BARRIER 11, GUARANTEE, All materials and work furnished and performed by this FENCING W/ v O Contractor shall be guaranteed, from date of acceptance, 90 clays for the WIRE TIES ~ g p Y TO POST v 4 > J shrubs and one year Toro the trees except the contractor shall not be ~./ obligated to rep(ace, repair, or restore any portion of his work which Is Tree Protection BarricadeN,r,sQ damaged, defaced, disturbed, and/or destroyed by others or by the Owner • z and/or which results from the Owners negligence or by acts of God, . 1 o = > 12. FINAL ACCEPTANCE, Upon completion and before final acceptance, all Lr) a- aspects of the project site shall be thoroughly and completely cleaned, CTCL Any repairs which are -the obligation of this Contractor shall be 411q PINDO M 4 Ptm • C0 completed, 6"CEDAR Q C1J 13, LIABILITY OF CONTRACTOR, The Contractor shall be liable for any and all FEEL BACK TOP BURLAP A •• " EUCALYPTUS 26 AR 4 v 4 > C00 9 property performance, „ > damages to ropert which result from this MULCH 3' 1 ;� v : 4 a 0 • W 14, SHOP DRAWINGS. Shop drawings of any changes posed In connection with v =O change orders, relocation or rearrangement of plants or plantings to SARIS SAUCER circumvent conflicts, are required. Planting shall be adjusted to fit FINISH GRADE 7, S actual as•�bullt conditions on the -site, TREE P ECTIO 15. All trees shall be a minimum of (4) four feet from edge of pavement 4" PINDO PALM BAR E CTPB> (15) fifteen feet from overhead lines, Field adjust where necessary, �3, 3" GUAVA COMPACTED TOP ' #1 SOIL MIX ". S TY t 27 CEDA • 25.45' Shrub Planting Detail ol Lans in Requirement Ca � � ulatians : HE\T OHE\TV E° ' OHE TV -� �_-- N,T,S, 145. . 00 � � 4 N 1, Required Landscape - Street Front WOOD POWER ° tl a 4 4VUA Frontage: 177 Ft. P LE / tl44 v4 4` 4 YQ Landscape Area Required: 1,770 SF 4 __ - = W Landscape Area Provided: 1,993 SF EDGE OF BED— ` v 4 � "Frees Required 4 Trees -�- _ �- MULCH 3' 1/21) SPACING D --- •4 --- COMPACTED -- —r �-- Trees Provided 4 Trees TOP s01R MIX - = �`=-- --- --� �' = Shrubs Required: 324 Ft. x 75% = 243 Ft, FINISH GRADE --- ---�- -Y „• CU B Bc GUTTER 1243' _ _ -_ -- . --- v 243 Ft. / 3 Ft/Shrub 81 Shrubs _ 2, Required Landscape -- Adjacent Property VUA Frontage: 109 Ft. A S P H A L T P A V E M E N T Landscape Area Required: 545 SF Qraundcover PLgrtir1g- Q.eAcii1Landscape Area Provided: 1,110 SF WAST SECOND ( 2nd)N.T's STREET Trees Required: 3 Trees (50' RIGHT—OF— WAY) Trees Provided, 3 Trees GROUND COVER & SHRUBERY TREE PLANTING .SCHEDULE Trees Removed: 3, Required Landscape -- Interior VUA - MIXED SCHEDULE 1. 4" LAUREL OAIK L_ a n d s C O. e P� a n Live Oaks Others VUA+ 5221 SF 1. ALGERIAN DAY & ENGLISH IVY 2. 3" L.OQUAT 1"=10`--0" NONE 30" Landscape Area Required: 522 SF Landscape Area Provided: 3,660 SF 2. ASPARAGUS FERN 3. 3" EUCALYPTUS Replacement_Trees: Trees Required, 2 Trees 3, PINDO PALMS 4. 3" GUAVA Live Oaks: NONE Trees Provided, 2 Trees 4, COONTIE PALMS 5, PINDO PALMS LEGEND others: (30" X 1 /3) / 2" 5 Trees Shrubs Required, 5,221 SF x 25% = 1,305 SF 5, SALTMEADOW CORD GRASS 1,305 SF / 9 Ft/Shrub = 145 Shrubs 6. SEA OATS 27"CEDAR EXISTING TREES 7, WANDERING JEW 8PRaPosED TREES . YAUPON HOLLY HALF MOON BAY TRADING CO. PARTNER LTD 9. ROSEMARY Q — SHRUBS N.W. Corner of West 2nd St de Mayport Rd. 10, SEA LAVENDER a- - HOSEBIB SCALE: 1"=10'-O" APPROVED BY: DRAWN BY: MWL 11, PAMPAS GRASS H.6. DATE: 05/01/oo REV.06/06/00 EXACT MIX OF THESE:: SALT16"CEDAR(R) - EXISTING TREES TO BE REMOVED AND DROUGHT TOLERANT PLANTS IS TAD IN THE FILED & BY AVAILABILITY. DRAWING NUMBER 000302-Ll C c 0� V i t•�' �yYA 9• .1. /q W , I c „,.; - � � 1 ~ ^�'• � �,-.. .�... ».�.- "n-. --"- '^-» -••-- -•.. ...�.._ ..�... - ..,�.. ....- :.rte � �+`` •r.. ......- .� ....,.. .�....,.. ...... ......_- ...+ ....... .� 4� w..� «.. ....-, r„�� .� / \� ( / �V F f►1 �1 L_ _ V A I ; A P " 6 1 _ PANEL ''P ., P - 5 s 4 / F F 1 ; MAYPOR T ROAD ` I 1 JL_ ,:.-_. �. �. - tir__ _. ".i.V_. ..'r.- ar»._. ._../t_- .,r':- - - ... , .. ;..._ .._ -_ _ -- _•,. .__ _ .. ..�.. t'w SITE F' L A N E L E C C A L �:--._ Y.__ �.� •µ_-- ��..'�---_.� .�,: rA VV, 2N2 ST, 5GALE 1 � a ' cAPP RoXa A7. P i P 10 A% i ._. _. ... . 1 2 PANEL P / ? o __-__-- -- --.____�___ . �_. __ _ _- - - _ _ _ �_ _ _Y _ ____.. �_� _.__ _ _ . __�____ . . ._-____ C WTqp WT Y� FL00 NL AN ELECTRICAL ,}} .w �a*f s c A L E , I / 4 -- I -- 0 d , MM .S ,.y. � cv i�� ' -� o �► c�� ooa.;� A , t rt $�►x LOAD C A L C U L A T I 0 N S 4 I ., r * 500 MC! M 3 /2 COMD- ' ; Q '! U lilg!•,r AF r� 400 A Bus$ . �; L L I G f-1 TI N C3 40 X 70 X 2 $ 00 FT X 3W X I.2 15 10,500 VA �. WaO�D 4V C O-N N E C T E D L T / G (5,5 G O VA) P A N E L CK ' i�' , RECEPTACLES 3910 VA i r ,0, 1/2 - . ,� .• ��a �� ,, �� ; -/�� E Q U I P M E N T 11500 V A 115/230 V r 45 N 1,Nyo L ✓`j 4' -y�6 4' r, Y' ' r;.tl' "' �1/ `?' �..�.,... �.,-�_Y ..�_.-_.... `� FUT ,URE OFF I CE CE STI . ) 1 1 500 VA r 7 e�. ��,�r� �.�` �'�'��t': � � , .� � �• " :�' -�� __...�..�..�.w�.._�..�..�_�-.____--_.__--_..- _____.�.�____.____ 37 410 vn, q GO A , � • �. A lip -- 9 - ' `y :, : ' p4 T Xx�Oo 2P�6o 1 3 7 4 1 0 2 3 0 y AMPS I G 3 , '' SC'. _.-.--�«..._.....-.......M1_...—_............-...__�__ «_.�--•-.•-»�...-.. ��_ w.._ .._—�ti , .. 13 IP-20 �s F' IXTIJR � CHD � �. a ,E 9 {.. SYN NBtsof Ies; Number f No.. 'Type �'']lD� 11krTix 21 . �► 29CW 8CV2591K2Y 4 F/96 ru" CLIG 38 ►AC$ r 2 f B#MICR 9 " lW23UX2Y 2 y/ 26 C 1NCON ' 3181C-26 ,.� �, 2 PL-1 27,. F' D A`>6!$RQ1iT BC-2 2 $ RH$RCf1$1�+T 11rCLXli4R OR ,31 33 Y 8Tovco ' M'PN 175 Kh S 1 175MA . . hT Sm 33 14 IS `1 • - yy � • � . _ HALE - MooN BAY TR A� .a I N -� ,. $ t 40 2ND S T M AY P• O R T R D 43, . 7 (�! K aMwN aY �'y f r' SCALE: ( I A I�- AppAovEo BY K .,,,4.Y.,..c ,r.,..• ' DATE. 4Z2 9100 ixr'1 4il��t.� ..�j��Pr` �1.1•. ^',•„qtr �� i r�R d Y •, r ., •1 l' 4 � r�F n r rr ' oFiA Q hrBBFI ,•i. T. I aid �• J �=iY.•�•fi'. �• •C �.r y�' ;b7 .'n.f •1 Y M.j�' Y•1/ FT i A1Rf�OMA4/1ppVr/�tll rro.IbbA•t4X31b s� r METAL___ N❑ RTH LLE-VAIN SIDING 1/4" METAL_ METAL_ -- -__- ---- - SIDING _�-__ � �_�_�__� � SIDING L _J y. 1-0 i WEST E L.-.-EVATID_Nm� 1/4"=V_0M _� --- __� _ Lo ,_ TELEVATION ME -TAL- CD SIDING- a — _10°x10° ROLL--UP �- —DOOR CD 0 M " L _--- I_6" 10/ 0" _ - t_ 7/�6"—___ w _ 0/-0` 7 —� 7 HALF MOON BAY TRADING CO. PARTNER LTD. N.W. Corner of W. 22nd St. & Mayport Rd, Jax, FL SLIUTHELEUATI ❑ N =- -- - SCALES 1/4' = 1' APPROVED BY, DRAWN BY, MWL 1/4#=1'- 0" n DATES osioaioo REV. osroiioo PAUL S. LI, P.E.' C� DESIGN & CONSULTING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 IDRAWING NUMBER JACKSONVILLE, EL 32256 000302- S3 lam- .j II Q •GENERAL.._ NOTES 1, DESIGN LIVE LOADS S2 ROOF 20 P,S.F- 2. WIND LOADS ARE IN ACCORDANCE WITH THE SBC 1997 EDITION, WIND LOAD 100 MPH. 3, MATERIALS CONCRETE f'c = 3,000 PSI REINFORCED BARS ASTM A615, A305, GRADE 60 -- -- - _ WELDED WIRE FABRIC ASTM A185 CONCRETE MASONRY ASTM C9a, GRADE U 1 METAL STUDS f = 33,000 PSI (D2 ASTM A446--83, GRADE A ASTM A570 --79, GRADE 33 52 SIM . ASTM A611---82, GRADE C BOLTS ASTM A-325 WELDING RODS EGO SERIES 4, FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH F❑oTINGS SHALL BE CARRIED, FOOTINGS SHALL_ BE LOWERED AS REQUIRE TO OBTAIN SUITABLE BEARING, ALL UNSUITABLE FOUNDATION MATERIAL SHALL_ BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,500 P,S.F, UNLESS OTHERWISE SHOWN OR INDICATED, F5. NO FOUNDATION WORK SHALL. BE INSTALLED UNTILL ALL FOOTING WORK HAS BEEN COORDINATED WITH UNDERGROUND UTILITIES. FOOTINGS SHALL BE LOWERED - �- - -" L WHERE REQUIRED TO AVOID UTILITIES. 6. TO MINIMIZE WEATHERING, THE LAST 6 INCHES OF EXCAVATION FOR ALL FOOTINGS SHALL BE MADE IMMEDIATELY PRIOR TO PLACEMENT OF FOOTINGS. q_ 7. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH ACI 315 OR LATEST EDITION UNLESS OTHERWISE SHOWN, S2 8, ALL CHANGES IN FOUNDATION THICKNESS SHALL BE SLOPE AT 45 9. REINFORCED CONCRETE SLAB SHALL BE 5" THICK WITH W6x6---W2,9xW2,9 WWM REINFORCEMENT PLACED AT 2" ABOVE GRADE, 10. CONCRETE ADMIXTURES/FIBER REINFORCEMENT/MIX SHALL BE APPROVED BY THE ENGINEER-OF-RECORD BEFORE USE, 11. CONSTRUCTION JOINTS MAY BE ADDED, OMITTED OR RELOCATED IF PROPERLY DETAILED ON SHOP DRAWINGS AND APPROVED BY THE DESIGN ENGINEER. 12, THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS, S2 SLEEVES, INSERTS, ETC, WITH SHOP DRAWINGS OF THE EQUIPMENT TO BE INSTALLED, 13, PREFABRICATED RIGID FRAME BUILDING BY VARC❑ -PRUDE N BUILDINGS OR EQUAL_ N Il U� w E - 5/8"0 ,,x 2 ' - 0" SMOOTH DOWEL @1 ' -�- 6O . C . COAT ONE END TO PREVENT BOND CONTROL J0_lN a 4 __ d 'r o 4 ., I �-- SAWC UCD I- 1 / X1 1 /4- DEEP I � .v v 4 — #5 CONT. ABD 1 -- # 5x4 ' — U T & B — ADD 1 # 5x2 ' -- 6 ` _ W/#3 ,, TIES 3/ - 0 // Ca- 12 " ❑, C , _� , __ a „ W 3 — # 3 ..�� 1ES @12 " D.C . G 24 0 . C . CONSTRUCTION JOIN__ � E , Tl S E �JT10 N oN SECTION 2 �._� __ SECTIONCe ":-S' C` _ _ N . r. S . S 2 N .T. S . S 2 2 HALF MOON BAY TRADING CO. PARTNER LTD. N.W. Corner of W. 2nd St. & Maypor't Rd, Jnx, FL SCALE, 1/4' = 1' APPROVED BY, DRAWN 13Y, MWL DATEi 05/01/00 REV, 05/01/00 Vu PAUL S. LI, P.E. DESIGN & CONSULTING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 DRAWING NUMBER JACKSONVILLE, EL 32256 000302-S2 a � r x 6„ 3 6„ 19„ • Q _-70/_0 -- 5'-0„ —r-20/_0„ o I GRAB BAR LAV CO • 361 CX) SHOWER " UNITS '� �� Cil W P ZZ: 1 cu 1 R00 CD �,_ , ` � 5 - 0 _ I jn GRAB 140„ 10'_0„ 5'-0„ 100„ __ o 0„ 7 z"0„ 7, 0„ MIN, —4 Q , 17, 4, 3 ' I SKYLIGHT SKYLIGHT7 ,_1„ Al (DOOR MAY SWING .I OPPOSITE 18" MIN, o o 'I HANDICAP RESTROOM DETAIL om N .T.S. CD T--, -J-•--� . z 0 C SUSPENDED ACOUSTIC CEILING LO z � METAL STU D CDI 0 co 1 /2" GYP. SD. N ' 10'-0" 15 -10,_0„ 27, 6„ w E 70'-0" - - - ETAL RUNNER CONC. FLOOR F L_ 00R PIAN •. ,.. . INTERIOR NO -- BEARING WALL A N.T.S. s HALF MOON SAY TRADING CO. PARTNER LTD. — N.W. Corner of W. 2nd St. G Mayport Rd. Jax, FL SCALE, 1/4' - 1' APPROVED BY, DRAWN BY, MWL DATE/ 05/01/00 REV.06/06/00 /f PAUL S. LI, P.E. DESIGN & CONSUL'T'ING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 DRAWING NUMBER !I�n►_ ,JACKSONVILLE, FL 32256 000302--S1 M.cu"/ olt-C.4 - . V s FOUND 1 /2" IP #5 VERT, IN POURED CELLS a r� 6" PIPE BOLLARDS • FILLED W/ CCONIC, o TOP OFBANK •��: = : fra irr ;n�, n„`.. I � ��• �, f ''�.:�=�' k'-' O !i �Chanat �1 i Sc+�'Ja f.l na I 1,.-.i�i,� 0, EDGE OF WATER ,�,_- ,, .,ryY uo a �j rL=OLJ � 1 .x --- .'�•` _ all `��'��iD I T C I iI I r : . �LLI onnct' , Pt. 8” CONC. BLOCK I ,�.. anvlayc Warr 1\ is -r u x • w, '- '' U srosa� r' T)aIrrl'p`;9.�' . W/ STUCCO 145 . 00 ' r- ila a.;..�1 3�iM ry 4 50.00' 0 .. rZrRfa J� v .^ a R rJ X J 5. 00 r vylj •2 �� / \ .--1 © 8 10 --0 8 20' rx PROJECT 2x2 GALV STEEL GATE _ FRAME (WELDED) WITH TE /0 = q 'i r ;//• i 5 r 'SMT 1x6 PJI WOOD PLANKS O- ,� _ ;, �; „1_ _ R - �° >4f w �`Bp SPACED 3/4" APART, O J - =_ -_- -. - , Ate. S 4/ � • - r• 'I�. •II�• �l ! '�b DUMPSTER ENC ❑ 12,g z ,�.` `, 5' 10' wvry o � 1 1 ! 0 C w Luke } n :o I�T Jeplunv. G W.s� Lij ----------------- (� QFf '11 DUMPSTERLLJ a 38 C) F.F.E. 13 5 0 > - - =rN �q-= :, �A!�' 46 L G" CONCRETE PAVING N W/ 6x6-W2r9xW2,9 W,W,F , 13.0 130 ° Q AP 0, 18' 24' 2.93' � w VICINITY M 1 Ol 3 z v a a N. S. V d 4 �I I If I hI �t 4 02D © C� II II 4 00 4 , as C� 95% COMPACTED SOIL �--+ AGGREGATE 4"� 4• —� M PAVING 1' S' 10' 15' 10' SEWER w Q z CONCRETE DRIVEWAY DETAIL !' © LINE 1 0 = --- __- . _. . -- ----- (r 1,5/ 4 2 J N,T.S. @ AGGREGATE CL c - --.� -- PAVING 1---4 4 1-- cn 101' 12r9 12.8 • 4 . Q w3 4 1!!0 4" CONCRETE WALK WA:T�eR . • ~ W/ 6x6—WIr4xW1,4 W,W,F, WOOD PO ER PODS ? 4 .: LINE z TO BE RELOCATED II o 12,6 A o - (Ll 00 1 g' 1 ' g 18 1 10' X � 95% COMPACTED SOIL a o CONCRETE WALK DETAIL 12.4 2.5 NJ.& EHE\TV OHE\TV OHE\TV E4 OHE TV N 145. . 00 ' 4 . c 4 WOOD POWER / \ 4' ao ,y o 8" AGGREGATE PAVING POLE / °44 4 °4: • 121 4 c ^--• �- - W APIPROV � D - — - -- - 7 CITY I ATLANTIC BEACH a g a a o a o a o opo ado o a a a a o 0 o a g a o d - BUILDING OFFICE a p 0)'o 0 0 0 0 0 0 0 0 0 0 d 0 a O g O 0 0 p O O p p �� --�^ —� g o 0 0 d a q 0 d a ()000000000, q O O p d a a Q O a O d q a �" � -� 0000adp00QaaO0a0000aO000 0p000OOppa0000pOpOpa0a000 �� --- —`"� w (� O O g d O a O d 0 0 0 0 0 0 0 0 0 0 o d O a 0 a 0 0 ----- JUN -L L"0j 0 0 o g Ono 0 0 o a a 0000000 a a o o a d a o a o a --- _ O I~I I I I I III=�1 I i t CURB & GUTTER - EXISTING FIRE HYD, 95% COMPACTED SOIL A S P H A L T P A V E E N T EXISTING 8"0 CONCRETE DRIVEWAY DETAIL.. WEST SECOND ( 2nd) STREET WATER LINE N,T.S, (50' RIGHT— OF--- WAY LAND USE CALCULATION DATA SITE PLAN EXISTING 8"0 OR 10"0 AREA —PERCENTAGE 1"=10'--0" SEWER LINE BUILDING 2,800 SF 18.9 IMPERVIOUS PAVING 943 SF 6.4 AGGREGATE PAVING 4,968 SF 33.6 LANDSCAPE 6,079 SF 41,1 HALF MOON BAY TRADING CO. PARTNER LTD TOTAL 14,7 9 0 S F 100.0 N.W. Corner or weer 2nd St ac Mayport Rd. SCALE: 1"-10'-0" APPROVED BY: DRAWN BY: MWL DATE: 05/01/00 REV.m/05/oo PAUL S. LI, P.E. DESIGN & CONSULTING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 DRAWING NUMBER JACKSONVILLE, FL 32256 000302—Cl �I V GENERALLAUSCAEE FOUND /2" I P 1, GENERAL REQUIREMENTS. All materials shall meet or exceed the minimum standards, sizes, wights, measurements, quality conditions and other relevant conditions specified on the Drawings. Materials falling to do so WILL be rejected, 2, BACKFILL. Backfill shall be prepared as a uniform mixture of one-fourth peat, one-fourth cow manure, and one-half top soil. To this mixture shall be added and uhlformty mixed 50 pounds of commercial fertilizer. per cubic yard of backfill prepared. RUBBER HOSE O 3, TOPSOIL. Topsoil shall be Indigenous to the area and shall be naturally WIRE TIE Q fertile of a coarse loamy--Sand or coarse sandy loam agricultural nature TO� / OF BANK N and capable of sustaining plant growth. It shall be free of admlxtures 3 WOOD STAKES P' X 4' EDGE OF WATER p and foreign matter. 4. PLANT MATERIALS. Except as approved otherwise, all plant material shalt D L� be nursery grown stock conforming to Florida No. 1 as determined by I T w � � Grades and Standards for Nursery Plants Vol. I and II by the Florida Department of Agriculture. MULCH 3 � 5, SOD, Where shown on the plans, all areas not planted shall be sodded, • EARTH SAUCER 11 , 1 I Grass for sodding shall be St, Augustine Florl-tam. Topsoll to receive FINISH GRADE I I 1 p� sod shall be uniformly graded and moistened by sprinkling, Sod shall X 50.00' 95.00' 0 be laid end to end and side to side to allow close and form fitting of • each piece, After sodding Is complete, It shall be generously watered - 0.2 ((•��0j for two weeks. It shalt then be top dressed with commercial fertilizer • l ✓ as spec at the rate of 12 pounds per 1000 square feet. COMPACTED PLANTING MIX '� M r �JJ • • • • ' :' 4" QL Cn • 6. SEED, All areas not sodded shall be seeded, Seed shall be spread 40 IV V• • uniformly at a rate of 60 pounds per acre, From March 15 to October 15, 70' .9 0 the seed mixture shall be 30 pounds ' of Argentine Bahia and 30 pounds of Oct d hulled Bermuda. For the remainder of the year, the mixture shall be 20 •• o- n pounds each of Bahia, Bermuda and Rye seed, The mulch shalt be straw or Tree P l,a n t i n D e t a i l hay spread at a rate of nine tons per acre and cut Into the soil, •, 4 PINDO P • _ Q F Q --3'! -EUGALYPTUS < 7, FERTILIZER. Commercial fer-tllizer shall be a complete mixture and shall W Z Z I contain the following percentages of plant nutrients by weight, Q Z 0 W Li. 8 percent nitrogen 0 8 percent phosphoric acid • 6/ 00- 8 percent potash EXISTING 3" LOQUA C-) Q TREE TO 8. MULCH, Bark for mulchingur oses shall be commercial cress bark PRESERVERD 44. ' ° Z W 0 bagged or ,bulk. It shalt begraded as number two. It shat > be uniformly applied to a minimum depth of 3 inches. 4 p..., fBARRICADE TO Q O 9, GUYING AND STAKING. All trees are to be staked unless otherwise FOLLOW TREE DRIPLINE4" PINl70 u7 + N Instructed by the owner, All staking shall be done In accordance with i PALM 0- r--- the staking details as shown an the plans, #15 REBAR u � POST (TYPJ � I • B • n 10, IRRIGATION. All areas to be landscaped shall be watered by haag_ bb!i as DO NOT STARE MAX v O shown on the plans and shall be within 75' of all landscaped areas. Single MATERIALS IN b._d, BETWEEN Q 1 " A hose bib shall be Installed above ground on risers when located In planting THIS AREA MIN, POSTS q4 CEDAR • areas, and shalt accomodate a 3/4' hose. Hose blbs shall be brass or bronze UNDISTURBED MIN, with removable bonnets, replaceable positive seal brass or EXISTING 4" SAFETY ___-7477"' bronze seats and removable tee handles. GRADE ❑RANGE � � '4 • Q • COPOLYMER � .' atl B , 4" PINDO PALM °4 O • BARRIER 11, GUARANTEE, All materials and work furnished and performed by this FENCING W/ v O Contractor shall be guaranteed, from date of acceptance, 90 clays for the WIRE TIES ~ g p Y TO POST v 4 > J shrubs and one year Toro the trees except the contractor shall not be ~./ obligated to rep(ace, repair, or restore any portion of his work which Is Tree Protection BarricadeN,r,sQ damaged, defaced, disturbed, and/or destroyed by others or by the Owner • z and/or which results from the Owners negligence or by acts of God, . 1 o = > 12. FINAL ACCEPTANCE, Upon completion and before final acceptance, all Lr) a- aspects of the project site shall be thoroughly and completely cleaned, CTCL Any repairs which are -the obligation of this Contractor shall be 411q PINDO M 4 Ptm • C0 completed, 6"CEDAR Q C1J 13, LIABILITY OF CONTRACTOR, The Contractor shall be liable for any and all FEEL BACK TOP BURLAP A •• " EUCALYPTUS 26 AR 4 v 4 > C00 9 property performance, „ > damages to ropert which result from this MULCH 3' 1 ;� v : 4 a 0 • W 14, SHOP DRAWINGS. Shop drawings of any changes posed In connection with v =O change orders, relocation or rearrangement of plants or plantings to SARIS SAUCER circumvent conflicts, are required. Planting shall be adjusted to fit FINISH GRADE 7, S actual as•�bullt conditions on the -site, TREE P ECTIO 15. All trees shall be a minimum of (4) four feet from edge of pavement 4" PINDO PALM BAR E CTPB> (15) fifteen feet from overhead lines, Field adjust where necessary, �3, 3" GUAVA COMPACTED TOP ' #1 SOIL MIX ". S TY t 27 CEDA • 25.45' Shrub Planting Detail ol Lans in Requirement Ca � � ulatians : HE\T OHE\TV E° ' OHE TV -� �_-- N,T,S, 145. . 00 � � 4 N 1, Required Landscape - Street Front WOOD POWER ° tl a 4 4VUA Frontage: 177 Ft. P LE / tl44 v4 4` 4 YQ Landscape Area Required: 1,770 SF 4 __ - = W Landscape Area Provided: 1,993 SF EDGE OF BED— ` v 4 � "Frees Required 4 Trees -�- _ �- MULCH 3' 1/21) SPACING D --- •4 --- COMPACTED -- —r �-- Trees Provided 4 Trees TOP s01R MIX - = �`=-- --- --� �' = Shrubs Required: 324 Ft. x 75% = 243 Ft, FINISH GRADE --- ---�- -Y „• CU B Bc GUTTER 1243' _ _ -_ -- . --- v 243 Ft. / 3 Ft/Shrub 81 Shrubs _ 2, Required Landscape -- Adjacent Property VUA Frontage: 109 Ft. A S P H A L T P A V E M E N T Landscape Area Required: 545 SF Qraundcover PLgrtir1g- Q.eAcii1Landscape Area Provided: 1,110 SF WAST SECOND ( 2nd)N.T's STREET Trees Required: 3 Trees (50' RIGHT—OF— WAY) Trees Provided, 3 Trees GROUND COVER & SHRUBERY TREE PLANTING .SCHEDULE Trees Removed: 3, Required Landscape -- Interior VUA - MIXED SCHEDULE 1. 4" LAUREL OAIK L_ a n d s C O. e P� a n Live Oaks Others VUA+ 5221 SF 1. ALGERIAN DAY & ENGLISH IVY 2. 3" L.OQUAT 1"=10`--0" NONE 30" Landscape Area Required: 522 SF Landscape Area Provided: 3,660 SF 2. ASPARAGUS FERN 3. 3" EUCALYPTUS Replacement_Trees: Trees Required, 2 Trees 3, PINDO PALMS 4. 3" GUAVA Live Oaks: NONE Trees Provided, 2 Trees 4, COONTIE PALMS 5, PINDO PALMS LEGEND others: (30" X 1 /3) / 2" 5 Trees Shrubs Required, 5,221 SF x 25% = 1,305 SF 5, SALTMEADOW CORD GRASS 1,305 SF / 9 Ft/Shrub = 145 Shrubs 6. SEA OATS 27"CEDAR EXISTING TREES 7, WANDERING JEW 8PRaPosED TREES . YAUPON HOLLY HALF MOON BAY TRADING CO. PARTNER LTD 9. ROSEMARY Q — SHRUBS N.W. Corner of West 2nd St de Mayport Rd. 10, SEA LAVENDER a- - HOSEBIB SCALE: 1"=10'-O" APPROVED BY: DRAWN BY: MWL 11, PAMPAS GRASS H.6. DATE: 05/01/oo REV.06/06/00 EXACT MIX OF THESE:: SALT16"CEDAR(R) - EXISTING TREES TO BE REMOVED AND DROUGHT TOLERANT PLANTS IS TAD IN THE FILED & BY AVAILABILITY. DRAWING NUMBER 000302-Ll C c 0� V i t•�' �yYA 9• .1. /q W , I c „,.; - � � 1 ~ ^�'• � �,-.. .�... ».�.- "n-. --"- '^-» -••-- -•.. ...�.._ ..�... - ..,�.. ....- :.rte � �+`` •r.. ......- .� ....,.. .�....,.. ...... ......_- ...+ ....... .� 4� w..� «.. ....-, r„�� .� / \� ( / �V F f►1 �1 L_ _ V A I ; A P " 6 1 _ PANEL ''P ., P - 5 s 4 / F F 1 ; MAYPOR T ROAD ` I 1 JL_ ,:.-_. �. �. - tir__ _. ".i.V_. ..'r.- ar»._. ._../t_- .,r':- - - ... , .. ;..._ .._ -_ _ -- _•,. .__ _ .. ..�.. t'w SITE F' L A N E L E C C A L �:--._ Y.__ �.� •µ_-- ��..'�---_.� .�,: rA VV, 2N2 ST, 5GALE 1 � a ' cAPP RoXa A7. P i P 10 A% i ._. _. ... . 1 2 PANEL P / ? o __-__-- -- --.____�___ . �_. __ _ _- - - _ _ _ �_ _ _Y _ ____.. �_� _.__ _ _ . __�____ . . ._-____ C WTqp WT Y� FL00 NL AN ELECTRICAL ,}} .w �a*f s c A L E , I / 4 -- I -- 0 d , MM .S ,.y. � cv i�� ' -� o �► c�� ooa.;� A , t rt $�►x LOAD C A L C U L A T I 0 N S 4 I ., r * 500 MC! M 3 /2 COMD- ' ; Q '! U lilg!•,r AF r� 400 A Bus$ . �; L L I G f-1 TI N C3 40 X 70 X 2 $ 00 FT X 3W X I.2 15 10,500 VA �. WaO�D 4V C O-N N E C T E D L T / G (5,5 G O VA) P A N E L CK ' i�' , RECEPTACLES 3910 VA i r ,0, 1/2 - . ,� .• ��a �� ,, �� ; -/�� E Q U I P M E N T 11500 V A 115/230 V r 45 N 1,Nyo L ✓`j 4' -y�6 4' r, Y' ' r;.tl' "' �1/ `?' �..�.,... �.,-�_Y ..�_.-_.... `� FUT ,URE OFF I CE CE STI . ) 1 1 500 VA r 7 e�. ��,�r� �.�` �'�'��t': � � , .� � �• " :�' -�� __...�..�..�.w�.._�..�..�_�-.____--_.__--_..- _____.�.�____.____ 37 410 vn, q GO A , � • �. A lip -- 9 - ' `y :, : ' p4 T Xx�Oo 2P�6o 1 3 7 4 1 0 2 3 0 y AMPS I G 3 , '' SC'. _.-.--�«..._.....-.......M1_...—_............-...__�__ «_.�--•-.•-»�...-.. ��_ w.._ .._—�ti , .. 13 IP-20 �s F' IXTIJR � CHD � �. a ,E 9 {.. SYN NBtsof Ies; Number f No.. 'Type �'']lD� 11krTix 21 . �► 29CW 8CV2591K2Y 4 F/96 ru" CLIG 38 ►AC$ r 2 f B#MICR 9 " lW23UX2Y 2 y/ 26 C 1NCON ' 3181C-26 ,.� �, 2 PL-1 27,. F' D A`>6!$RQ1iT BC-2 2 $ RH$RCf1$1�+T 11rCLXli4R OR ,31 33 Y 8Tovco ' M'PN 175 Kh S 1 175MA . . hT Sm 33 14 IS `1 • - yy � • � . _ HALE - MooN BAY TR A� .a I N -� ,. $ t 40 2ND S T M AY P• O R T R D 43, . 7 (�! K aMwN aY �'y f r' SCALE: ( I A I�- AppAovEo BY K .,,,4.Y.,..c ,r.,..• ' DATE. 4Z2 9100 ixr'1 4il��t.� ..�j��Pr` �1.1•. ^',•„qtr �� i r�R d Y •, r ., •1 l' 4 � r�F n r rr ' oFiA Q hrBBFI ,•i. T. I aid �• J �=iY.•�•fi'. �• •C �.r y�' ;b7 .'n.f •1 Y M.j�' Y•1/ FT i A1Rf�OMA4/1ppVr/�tll rro.IbbA•t4X31b s� r METAL___ N❑ RTH LLE-VAIN SIDING 1/4" METAL_ METAL_ -- -__- ---- - SIDING _�-__ � �_�_�__� � SIDING L _J y. 1-0 i WEST E L.-.-EVATID_Nm� 1/4"=V_0M _� --- __� _ Lo ,_ TELEVATION ME -TAL- CD SIDING- a — _10°x10° ROLL--UP �- —DOOR CD 0 M " L _--- I_6" 10/ 0" _ - t_ 7/�6"—___ w _ 0/-0` 7 —� 7 HALF MOON BAY TRADING CO. PARTNER LTD. N.W. Corner of W. 22nd St. & Mayport Rd, Jax, FL SLIUTHELEUATI ❑ N =- -- - SCALES 1/4' = 1' APPROVED BY, DRAWN BY, MWL 1/4#=1'- 0" n DATES osioaioo REV. osroiioo PAUL S. LI, P.E.' C� DESIGN & CONSULTING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 IDRAWING NUMBER JACKSONVILLE, EL 32256 000302- S3 lam- .j II Q •GENERAL.._ NOTES 1, DESIGN LIVE LOADS S2 ROOF 20 P,S.F- 2. WIND LOADS ARE IN ACCORDANCE WITH THE SBC 1997 EDITION, WIND LOAD 100 MPH. 3, MATERIALS CONCRETE f'c = 3,000 PSI REINFORCED BARS ASTM A615, A305, GRADE 60 -- -- - _ WELDED WIRE FABRIC ASTM A185 CONCRETE MASONRY ASTM C9a, GRADE U 1 METAL STUDS f = 33,000 PSI (D2 ASTM A446--83, GRADE A ASTM A570 --79, GRADE 33 52 SIM . ASTM A611---82, GRADE C BOLTS ASTM A-325 WELDING RODS EGO SERIES 4, FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH F❑oTINGS SHALL BE CARRIED, FOOTINGS SHALL_ BE LOWERED AS REQUIRE TO OBTAIN SUITABLE BEARING, ALL UNSUITABLE FOUNDATION MATERIAL SHALL_ BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,500 P,S.F, UNLESS OTHERWISE SHOWN OR INDICATED, F5. NO FOUNDATION WORK SHALL. BE INSTALLED UNTILL ALL FOOTING WORK HAS BEEN COORDINATED WITH UNDERGROUND UTILITIES. FOOTINGS SHALL BE LOWERED - �- - -" L WHERE REQUIRED TO AVOID UTILITIES. 6. TO MINIMIZE WEATHERING, THE LAST 6 INCHES OF EXCAVATION FOR ALL FOOTINGS SHALL BE MADE IMMEDIATELY PRIOR TO PLACEMENT OF FOOTINGS. q_ 7. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH ACI 315 OR LATEST EDITION UNLESS OTHERWISE SHOWN, S2 8, ALL CHANGES IN FOUNDATION THICKNESS SHALL BE SLOPE AT 45 9. REINFORCED CONCRETE SLAB SHALL BE 5" THICK WITH W6x6---W2,9xW2,9 WWM REINFORCEMENT PLACED AT 2" ABOVE GRADE, 10. CONCRETE ADMIXTURES/FIBER REINFORCEMENT/MIX SHALL BE APPROVED BY THE ENGINEER-OF-RECORD BEFORE USE, 11. CONSTRUCTION JOINTS MAY BE ADDED, OMITTED OR RELOCATED IF PROPERLY DETAILED ON SHOP DRAWINGS AND APPROVED BY THE DESIGN ENGINEER. 12, THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS, S2 SLEEVES, INSERTS, ETC, WITH SHOP DRAWINGS OF THE EQUIPMENT TO BE INSTALLED, 13, PREFABRICATED RIGID FRAME BUILDING BY VARC❑ -PRUDE N BUILDINGS OR EQUAL_ N Il U� w E - 5/8"0 ,,x 2 ' - 0" SMOOTH DOWEL @1 ' -�- 6O . C . COAT ONE END TO PREVENT BOND CONTROL J0_lN a 4 __ d 'r o 4 ., I �-- SAWC UCD I- 1 / X1 1 /4- DEEP I � .v v 4 — #5 CONT. ABD 1 -- # 5x4 ' — U T & B — ADD 1 # 5x2 ' -- 6 ` _ W/#3 ,, TIES 3/ - 0 // Ca- 12 " ❑, C , _� , __ a „ W 3 — # 3 ..�� 1ES @12 " D.C . G 24 0 . C . CONSTRUCTION JOIN__ � E , Tl S E �JT10 N oN SECTION 2 �._� __ SECTIONCe ":-S' C` _ _ N . r. S . S 2 N .T. S . S 2 2 HALF MOON BAY TRADING CO. PARTNER LTD. N.W. Corner of W. 2nd St. & Maypor't Rd, Jnx, FL SCALE, 1/4' = 1' APPROVED BY, DRAWN 13Y, MWL DATEi 05/01/00 REV, 05/01/00 Vu PAUL S. LI, P.E. DESIGN & CONSULTING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 DRAWING NUMBER JACKSONVILLE, EL 32256 000302-S2 a � r x 6„ 3 6„ 19„ • Q _-70/_0 -- 5'-0„ —r-20/_0„ o I GRAB BAR LAV CO • 361 CX) SHOWER " UNITS '� �� Cil W P ZZ: 1 cu 1 R00 CD �,_ , ` � 5 - 0 _ I jn GRAB 140„ 10'_0„ 5'-0„ 100„ __ o 0„ 7 z"0„ 7, 0„ MIN, —4 Q , 17, 4, 3 ' I SKYLIGHT SKYLIGHT7 ,_1„ Al (DOOR MAY SWING .I OPPOSITE 18" MIN, o o 'I HANDICAP RESTROOM DETAIL om N .T.S. CD T--, -J-•--� . z 0 C SUSPENDED ACOUSTIC CEILING LO z � METAL STU D CDI 0 co 1 /2" GYP. SD. N ' 10'-0" 15 -10,_0„ 27, 6„ w E 70'-0" - - - ETAL RUNNER CONC. FLOOR F L_ 00R PIAN •. ,.. . INTERIOR NO -- BEARING WALL A N.T.S. s HALF MOON SAY TRADING CO. PARTNER LTD. — N.W. Corner of W. 2nd St. G Mayport Rd. Jax, FL SCALE, 1/4' - 1' APPROVED BY, DRAWN BY, MWL DATE/ 05/01/00 REV.06/06/00 /f PAUL S. LI, P.E. DESIGN & CONSUL'T'ING ENGINEER 9116 CYPRESS GREEN DRIVE, SUITE 105 DRAWING NUMBER !I�n►_ ,JACKSONVILLE, FL 32256 000302--S1 M.cu"/ olt-C.4 - . r , , t n mak, r4.y L r i • I , Myr r j a (r -f i h i W r4. a C" yy �y ate. , y J. 71 i .r 1� , r. c s F t 'n " e i , .'i mow.: T w _ BANK,'' c�i : O 'i, r CD OF WATER y EDGE � �► t � �. I �. LF I-- c J`• M w tt } Ji l �. r r X F r , : D. I T C H ' ' 1 /l1 J J V, r C� .. a 1. r,. : : 1 0 ,. ntiN B � � r..Hy,•...•s•...w..r.4+nw11 .w.�„e ^�'.�+.r .;.......rM...r,..w•..w,.�,+�w X. , 7o. 00 .. 95. 00' „•yw"^ o 34 0 2 1 � f - , N * 1_L. 1 4 r Y /'� . . �J js 'Y R � •�yI�+, a r t r I r 1 i /r r t ..� �.. � Cdar St Q ,, � �" �' �; tom' -�1 , r-'' ' Q � . t w� I• w a i 1 .... r L� �t s } W . NES/ AREH SE EXISTING . �n a � i BU DING , PANS N IL _ c� Q .4 O ' . f : VICINITY M A P FtF,E a v 1; In . cel r Q , Ad a 13.4 4 1.� 1 .1Q a a' r . 1 A' , AT' w ctl: z - V. N t O P G A: � q I , • C �i A R A T G G EG E PAVING _ v ` cn i._. / p A© `,. e 0 -2.7 b ., . Q 4 1 q Z O t 00 1z1 0 12,7 ;(12.9 - ,9 �z14 12, 4 . ? •. . .- . , _ ,, APPROVE❑ N CITY OF ATLANTIC BEACH 45: . 0 o ' MUILDING OFFIC19 WOOD POWER " 4 a . . FEB 0 7 200 v v ">' v Poi E ° . Q:�2.0 .. > V if p •�{N5'IC B O CURB �C GUTTER �41I ,.�irjG atIC�I 'J1101 RECEIVED LANTIC CITYBUIFA LDING &ZONING CH ICY ,.�,�.,.�.....,..-.,.,� =,.,,r.....� A S P H A L T P A V . E M E N ;T JAN 2 4 2003 WEST '- E C OBD .( 2nd STREET t BY. -� (50' RIGHT OF WAY) ; Planning and Zoning perlment � City of Atlantic Beach. to s In De R E C This approval verifies compliance with applicable C I BUILTY OFDING ZU r �H i5. r zoning, subdivision and other local land development regulations, but does not constitute �I �i I approval for the issuance of permits. Compliance �i 2 �� with Florida Building Code and all other applicable IY� �( ' local, State and Federal pemnitting requirements �f 1 T E P L A N must be verified by stp eture of the City of Atlantic i Beach Building Offic prior to the once of a =10'-0" } � Building Permit. � B/ —___-_�•--•---- Approved Or. ommun eve op ant rector S Date: f LF MOON EXPANSION HA BAY TRADING COMPANY O.IV t t Beach, Fl. c• i + ,,c'lO Mayport Rd.' ;A tan Ir eac , - , PPRC7VED BY F ALEIAS NorEJ) A + DRAWN BY,rtwL SC DATEt 01/16/03 REV, 01/16/03 • f f.i• � kJ.l �r PAUL S. LI, P.E. TZ o GIN DESIGN & CONSULTING ENGINEER IDRA 9116 CYPRESS GREEN DRIVE, SUITE 105WING NUMBER pt If �� 030111-C1 , :.• ►t JACKSONVILLE FL 32256 a I 0 may P �- • �I ,I r 3 , r , r. r r f I , _ i f E y 4. 1 J , a a r j : , r .. ... - , 25 0 20 0 r � N' E- 1 F , . r r i. , , a 5 r i s' WWl,,A" R,E''.H 0 US -E' '. . 4' , , - EXISTING RA N ' 10 CD TRr f , E CD , - w 'C 1" LTI Y � „ I : , J • • re J , • „ti,br : 0 , 5, 0/, 1 - -. �W^:t..�_r°,rA,,�,•,, �.r�,, E0 = p /x5/-0 10FLOOR PLAN /_o// '. 1'=0"1/4 S A A EX P A NSIO N 210 Mayport Rd. Atlantic Beach, FL SCALE:As NOTED APPROVED BY, DRAWN BYE MWL DATE Dl 6 REV, 01/16/03 PAUL S. LI P.E. DESIGN & CONSULTING ENGINEER • _ - , . • � � • . /' 9116 CYPRESS GREEN DRIVE SUITE 105IDRAW B E R . • •� J JACKSgNVILLE FL 32256 03.0111-S1 r o Mau d - a l� _... —. _... r , If ---------- - , f r. i , , s i •1 , X 'x , � A r. • 1 A 4 D v , . M .I S2 . S , 1 4 l 4 5 CONT. . - , 1 , r W/# 3 TIES S , r @ 4 1 2 O . C . _ �_l . , 6 , • , _ 1 , , SECTION , Y , : , NTS2 r -, Y , - , I X T .ISG E X X 4 a • i , .'. a ... ,.. '. ,...•:.'. ` .' .! — .. \ I. ,. ,. FOUNDATION . q : CD v CLI 4. d q t ADD 1 1. 1 0 W / -- # 3 T , 3 ES . 2 � @1 O, C , , � x 3 0 , , a. S2 NEW w0N zRE�AO USS N .T. S . , : EXP ANSI CIN . r a , • s � _ W E F� EIUNDATION 'PLAN 5 8 "0 x 2 ' -- 0 " SMOOTH DOWEL 6 E NE R T @1 , - 6 „ O.C . COAT ONE END AL S f TO PREVENT BOND LL 1. DESIGN LIVE LDADS 7, . ALL, :- REINF� RCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN R❑❑E 20 P"S.F �4X : 044 �: Xa 2l ND LADS RE IN �CCOFDANCETH T ACC❑RDANCE WITH ACI 315 ❑R LATEST EDITION UNLESS OTHERWISE SH❑WN,WI A WITH HE SBC 1997 EDITION; WIND . LJAD 100• ' MPH. 3, MATRI:aLS j 8. AL I 0 CONSTRUCTION JOINT ' ' • � N S FOUNDATION THICKNESS SHALL BE SLOPE AT 45 , 1 ., L CHA GE IN CONCRETE f'c 3;000 PSI R T T _ 9, REINFORCE CON.0 E E SLAB SHALL BE 5 THICK WITH W6x6 W2,9xW2,9 WWM >> >> REINFORCED BARS ; DE 60 2„ A V SAWCUT 1 /8 x 1 1 /4 DEEP ASTM . A615 'A305, GRA REINFORCEMENT .• PLACED AT ABOVE GRADE . WELDED .WIRE FAB. IC ASTM A18.5 f CONCRETE r . . ` CRETE MASONRY ASTM C-90, GRADE , U--1 X ,. - 1 MEN /MIX SHALL BE APPROVED BY '. ...;. . . 104 :C a: O .. 4 .X.' � x a x ❑NCRETE ADMIXTURES/FIBER REINF❑RCE T � q O METAL STUDS fy` = 33,000 PSI THE E'NGINEER- �F—RECORD BEFORE USE, ASTM A446--83 GRADE A ` : 11. .CONSTRUCT-ION JOINTS MAY BE ADDED, OMITTED OR RELOCATED IF PROPERLY ASTM A57.0-'79, GRADE 33 CONTROL JOINT H P AWINGS AND APPROVED BY T DESIGN ENGINEER, - • ASTM A6�•1-82, GRADE C _ - DETA,IL_ED ON S ❑ DR HE BOLTS } ASTM A--325 12, 'THE , 'CONTRACTOR CONTRACT ❑R SHALL VERIFY THE SIZE AND LOCATION ❑'F ALL OPENINGS , WELDING. RODS � � - , ` - . SECTIONr3 E6O SERIES SLEEVES, INSERTS, ETC, WITH SHOP DRAWINGS ❑F THE EQUIPMENT T❑ BE ' 4, FOOTING DEPTHS SHOWN REPRESENT THE., MINIMUM :. DEPTH ' .TO WHICH FOOTINGS INSTALLED N.T.S. 2 SHALL' •BE : `CARRIED; FOOTINGS SHAL - _ L BE LOWERED , AS REQUIRED T❑ . OBTAIN 13, PREFABRICATED. . RIGID FRAME BUILDING BY VARC❑ PRUDEN BUILDINGS ❑R EQUAL ABLE BEARING, A L UNSUITABLE , FOUNDATION MATERIAL SHALL BE REMOVED 3 . SUIT L� - WITH T: F❑❑ INGS RESTING ON UNDISTURBED` 'SOIL , WITH A • MINIMUM BEARING • A TY ., - � . C PA.CI . ❑F 2,500 P,S.F; ' UNLESS OTHERWISE SHOWN OR INDICATED4 • 5., NO F�OUNDATI❑N WORK SHALL BE INSTALLED '`UNTILL ALL F❑❑T NG WORK' , � DR .HAS BEEN . . CO RDINAT ❑ . ED :WITH UNDERGROUND UTILITIES :� F*❑❑TINGS' SHA �. - BE R . LL LOWERED WE E WHERE. REQUIRED , T❑ � AVOID .UTILITIES, „ i 1 6, T❑ MINIMIZE ' WEATHERING, . THE LAST . INCHES . ❑F^ EXCAVA.ToI❑N F❑R ALL MOON B EXP • :' .. A EXPANSION FO❑TZNGS , SHA L" B l E ' MA IMMED T Y • AY TR COMPANY L UE IA EL PRrDR T❑, PLACEMENT :,-OF FOOTINGS :. ,, 210 Ma ort Rd. Atlantic Beach, FL r l• T $CALE�AS NOTED AP Y ,MWL APPROVED DRAWN BY I D t • ul� DATEr O1f16/03 REV 01/16/03 > AUP.E. , PAUL S. LI P GI f DESIGN & CONSULTINGENGINEER J ! .1 ),.' •.. DRAWING NUMBER - . . , , • _ ' � • s, 9116 CYPRESS GREEN DRIVE, SUITE 105 l . •'•,, '�+. �� ", JACKSONVILLE, FL 32256 030111-52 ip _ 0 r. _ y s f P 1 .1 K ;r. •i r r. r ' y . x , , , i S , y ( I r r .. i M TA E L • � SIDING . , 11 11 IL + r i , r , i , 25 0 EXPAN SID. •,:- �. Rfi E \/ A �T ON , NORTH❑ E � T =jt-00 y . - •� METAL METAL AL , , , SIDING. : SLDTNG � S i y• • NEti✓ WEST ELEVATION . 1/4 =11 EXISTING EAST ELEVA-TION 1/4 =V-0", , METAL Oo _ , SIDING , , ' �Q�X1QQ • • ROLL-IJP • , DOOR o • S --0 1 0 0 5 0 3 2 - 25 '-0 ADDZTIO XISTIN .. , - ,,,.,,:,,,,;, ;;•• ALF MOON B EXPANSION H AY TRADING COMPANY XP ON t Rd. Atlantic Beach FL ' ( aYPo r 1 • 210 M ,. . . •rc SCALE�As NOTED APPROVED BY, DRAWN BY,MWL . k TISELEVATION S ❑ U , 6/03 /03 R . O1/1 T E'V DATE, 01/16 /4 1 0 UL S. L P.E. r L PA I x SENGINEER � DESIGN & CONSULTING i G ,R'• TT 1 DRAWING .NUMBER ,` �`. .. . ., -,; .., •• ... •�' 9116 CYPRESS GREEN DRIVE, SUITE 105 i t, . �,,C►�� JACKS❑NVILLE, FL 32256 ' 030111^S3 r 2lo r • - (/" ' 8 14'-8" 16' 35'-8 Manufactured Gas/Wood Burner o» \� - 25 Fireplace 25 30. \ Outside Shower / Sprinkler Pump & Timer 2' / ` 7 � Cabin under O Cabinet under 1 Water window 4" High) window (24" H10) I Softner. 9 5,y8" '_6„ 9, r X131-8" D 1 n 12'-6" rrI 16'-4" 26 16'-2" C7 D . Storage-Trusses:with 25 (n E Plywood Decking 25 16' I `� 32'-4" O 26 , „ 4 -8 O Family Room 1 79- ' Garage I I 10 Ceiling 1 - . 25 � 1 •� 30 - \ � 8',- Ceiling \ 3 / Q \\ 24 F ___ 25 1/2 34 (J�-w� \ \ o APPROVED ® _ �o \\ �g I CITY l)F ATLANTIC BEACH Cutout fo 3 �' r m BUILDING OFFICE Fish Tank \ � � 1 0 -+ Zo APR 18 1996 26 I - _� o _ o v - 0 7'_11 i \ /o ceuin Laundr� 3�-4" \ la " _ / 1 I s ceoin s -s �. 26 / \ I 7'-4 2 I Vent/-Ight — \ A F R 41996 1 I ( 2' / 2W Dect rc ! I 1�2 8ath Vent �ane� ` Du. 1 7'-4" o b CeU1n Building and Zoning I - (DW A n , 3 f JJ 11 ( I 1 I \ IL/J _ 1 Und 8'-8" �"� 4'-4 18' 2' 2' / 7 3 1 Cabin ® Dltiing Room \ Light] I� ��0.' Ceiling 6 -6 T/ 9' 9'-1111 „ 23z'-s" 13'-2" s 2'_8„ 10,_2„ 5,-4„ 2,-10" 2\1 \ ` O 4/ m 1=c r a �` o \ 24 24 1/2 32 1 0 O 1 over ' Range13' 6" I � o I 11 13' - � 1 sD ► 4 I �� - 2'-11 „ 1 ! Kitchen I 4' p I \ 7'-3" \ I 26 14 10 i ! 12'=4„ : Master Bedroo '-s" „ au 3 _10 " g�-4„ 8'_g„ Cr_ 8' Ceiling o / 1/ 134 4-2 vens - - - -- 3P-4" " 4 -7 4 4-7 110V Receptacle \ 2 44'-8„ 1 -�s" - 3'- » 4.. 1 GFI Receptacle 1 3 _ RL 1 / 2 Zg'-2" 24 1 M \Bath FF 32 t 3'-10" \�\� 0 220V Receptacle \ 24 17 11 20 / Glose 7,_3„ I 10 sT . \\ 2 ia- BIO Zs Light Fixture i k w ❑ 1 � 5 15 -g 1 25 5--2" \�\ -- bC Recessed Light Fixture l �` " RL LIVIng Room \ Manufactured � 1 � 0 � \ 10' Ceiling - - 1 Rear vett \ 1 T-- ;- '_ ` „ 1 Fireplace „ '�' Flood Light - „ \ 1 6- 15 -4 -8 10 -7 11 3 1 ' 1 Wall Mounted Flourescent l Bedroom 1 ZQ \\ 4' 3'-2" 25 I Ceiling Mounted Flourescent - _ 2 ® 1 1/2 34 FFF- 24" 1 1 7 -3 - U Eyebau I V./ 8'-1 " ❑ 25 ® Television `Outlet Bath 1 '-5" 1/2 34 „ 38 -8 U 30' 38'-8 Ven om gh t ��o" 2 s " s Phone jack . - o 3 2'-1 on 22 Awning B Ceiling Vent 4,_7,, . , SD _ 10'-8" ' �- n l Wall Switch s 2'-4 RL „ , „ Wall Mounted Light ' - 3 -4 6 To Fro Flood Rl 3 ---4 g' 1/2 34 _ Ceiling Fan - 2 s 7 0 -- --- ----------- -- - - ____ Bedroom 3 2s Bedrooms 20'-1 „ F F sD _ Smoke Detector —————_ _ - 8,_3 6,_2., 6,_2„ 5,_10„ 6'_2" 01 6,-2„ / �------�_ 3 \\ 13'-8" 3'-8" A/C #2 12' 8' 30,_6,. _ First Floor �-- Area - --- 24 24 24" Octagon 24 24 First Floor 1473 Second Floor 1199 Total Living 2672 3._4„ 3►_4'. • - Porch 594 - -- Garage 774 6,- ,. 6, 6, 6,_1 ., �_ TOTAL 4040 Scale 1 /4" 1 Second Floor - . s • A F 384888 . 1 Lu I T- 1 '. _ : ' �, � �� 1 � G 1✓ t�v�, Ica rJ v I APPROVED BY: DATE: GILREVISED DRAWING NUMBER. b PRINTED ON ELLCO-VEL BY SOUTHSIDE BLUEPRINT SERVICE. �., �ia1'.KW '.Kw•WQ' ,dCF:r.,..wdF.wn[moi. wrwNNN•Wr .Mi#�'TrY.M.I.ir...l.wea.AW*+MWF .HC Y.S.w.',.zl[rin WwR`. 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