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1711 BEACH AVE RES18-0416 DWGS06--------------- WOOD GATE IN 6' HIGH MASONRYI WALL STORMWATER FROM ROOF, GUTTERS AND I SIDE YARD TO BUBBLE UP AND FLOW TO THE STREET EXISTING RETAINING WALL TO BE REMOVED i PROPERTY LINE SOLID PAVERS `D 12" BOR R FiSCUIFPAVEOVER CONCRETE A SOLID 12" BORDER H I-, I ROW — 1 1111 PERVIOUS PAVERS ROW EDGE OF WOOD GATE IN 6' HIGH MASONRY WALL STORM WATER FROM OVERFLOW AT SWALES VIA CLOSED PIPq TO POP UP AT YARD AND FLON TO THE STREET PROPERTY LINE EXISTING RETAINING WALL TO REMAIN CONSTRUCTION CO -i 20'-2$" 0 i d— I `r SOLID IPAVERS MAILBOX OVER CONCRETE RECESSED INTO WALL OPENING AT MASONRY WALL FOR SURFACE DRAINAGE I I DOWNSPOUTS AT PAVERS KICK OUT TO DRAIN ACROSS SURFACE STEPPING WOOD FENCE OVER MASONRY RETAINING WALL ALL MAX 6' HIGH RETAINING WALL PAVERS OVER CONC. STEPS AND BASE STRUCTURED SLAB SUPPORTING EQ/1 `PROPERTY LINE 0" 14'-9„ /IA3.-OT ' Q -0„2,-01 / 5'-7" 4'-0..1 ._O , , 100'-10" BURIED PERFORATED PIPE WRAPPED IN GEOTEXTILE FABRIC TO COLLECT WATER FROM GUTTERS AND SIDE YARD 6' HIGH WOOD FENCE GATE IN 4' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE GRILL AREA PERVIOUS PAVERS / 7'4 6 , r i (V A }'i --4- ------ ' I � 1 j KITCHEN VESTIBULE I MUD O BATN r - ; ' 1_. _— —_— _—_ _ _ _ _------- I KEEPING i I i -- -- -- - MUDROOM r KIT � � I THEN El POWDER —T _ BUT4ERS PANT Y 0 , PANTRY I = 00 _ ---- -�� I GARAGE-' v ST. A� I, - I I � LIVING 4 E7 Eg T R v T I FOYER I � � I - J 1E ING- -- - I -- - -I - - I i I ,I i N II GABA ESTORAGE i l DINII Gmum RETAINING WALL MAX 6' HIGH STEPPING MASONR WALL PAVERS OVER SOLID CONC. STEP BETWEEN WING WALLS. GRADE ELEVATIONS ARE CONCEPTUAL. ADJUST TO SLOPE TO _ DRAIN. J - - , - - MAX 1' HIGH RETAINfNG WALL UNDER WOOD FENCE 4'-2" 14'-0" GATE IN 4' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE PRIVACY WALL 23'_8" 5' HIGH WOOD PRIVACY FENCE OVER WALL AT INCLINE -MAX 6' ABOVE GRADE 6' HIGH MASONRY WALL STORM WATER FROM GUTTER TO DOWNSPOUT TO OPEN CATCH BASIN TO BURIED CLOSED PIPE TO CATCH BASIN OR POP UP AT BOTTOM OF 3'6"X40' SWALE, TYPICAL CATCH BASIN SET AT TOP OF SWALE TO CAPTURE OVERFLOW DIRECTED VIA CLOSED PIPE TO POP UP AT LOWER YARD BR 14'-0" 56'-0" 3' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE OVER MAX 2' HIGH WOOD RETAINING WALL FOR MAX 5' HEIGHT RM WATER FROM GUTTER TO DOWNSPOUT TO OPEN CATCH BASIN TO BURIED PERFORATED PIPE WRAPPED IN GEOTEXTILE FABRIC TO POP UP AT LOWER , 3'-0 5'-0" 2'-0 I HOU BIB PO 11'-2" \ 6' HIGH WOOD FENCE -10 5'-9" 0 4'-8" 3'- i o OPERTY LINE F EP PPROVED FILL EXTENDED TO MEET 12' CONTOUR AT DUNE L� N IMPERVIOUS PAVERS OVER CONCR E BORDER 1SAWCUT INTO- 4' ISEG .ENTS-_ I +T I I GATE IN 3' HIGH BRONZE PAI TED ALUMINUM JICKET FENCE I I E 1 SND SET 1T+T PERVIOUS PAVER 1 T RRACE r I S 1� � � �~' 2'-6' 7'-6" I � 7'_6" I 7'-6" I 7'-6" I 7'-6" I 8'-0" � 8'-0" M ► I I I 4' 8' 16' _�.. 3' HIGH BRONZE PAINTED ALUMINUM F ICKET FENCE I l Hi I I I I SITE PLANS I PROPERTY LINE �rT FA 1rrTLt 6'-2" 4' 0" -2" -9" s — F i .��-► ,ry �-► .�-� rte-. 104 SAND SET PERVIOUS PAVER WALKWAY 12-20-18 3' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE OVER MAX 2' HIGH WOOD RETAINING WALL FOR MAX 5' HEIGHT i' - STORM WATER FROM GUTTER TO DOWNSPOUT TO OPEN CATCH BASIN TO BURIED CLOSED PIPE TO CATCH BASIN OR POP UP AT BOTTOM OF SWALE TYPICAL 0 V LLJV L j_Lj_ ! z O ARS 1 I T(_OT A. R-0010382 elft WE RETAINING WALL MAX 6' HIGH STEPPING MASONR WALL PAVERS OVER SOLID CONC. STEP BETWEEN WING WALLS. GRADE ELEVATIONS ARE CONCEPTUAL. ADJUST TO SLOPE TO _ DRAIN. J - - , - - MAX 1' HIGH RETAINfNG WALL UNDER WOOD FENCE 4'-2" 14'-0" GATE IN 4' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE PRIVACY WALL 23'_8" 5' HIGH WOOD PRIVACY FENCE OVER WALL AT INCLINE -MAX 6' ABOVE GRADE 6' HIGH MASONRY WALL STORM WATER FROM GUTTER TO DOWNSPOUT TO OPEN CATCH BASIN TO BURIED CLOSED PIPE TO CATCH BASIN OR POP UP AT BOTTOM OF 3'6"X40' SWALE, TYPICAL CATCH BASIN SET AT TOP OF SWALE TO CAPTURE OVERFLOW DIRECTED VIA CLOSED PIPE TO POP UP AT LOWER YARD BR 14'-0" 56'-0" 3' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE OVER MAX 2' HIGH WOOD RETAINING WALL FOR MAX 5' HEIGHT RM WATER FROM GUTTER TO DOWNSPOUT TO OPEN CATCH BASIN TO BURIED PERFORATED PIPE WRAPPED IN GEOTEXTILE FABRIC TO POP UP AT LOWER , 3'-0 5'-0" 2'-0 I HOU BIB PO 11'-2" \ 6' HIGH WOOD FENCE -10 5'-9" 0 4'-8" 3'- i o OPERTY LINE F EP PPROVED FILL EXTENDED TO MEET 12' CONTOUR AT DUNE L� N IMPERVIOUS PAVERS OVER CONCR E BORDER 1SAWCUT INTO- 4' ISEG .ENTS-_ I +T I I GATE IN 3' HIGH BRONZE PAI TED ALUMINUM JICKET FENCE I I E 1 SND SET 1T+T PERVIOUS PAVER 1 T RRACE r I S 1� � � �~' 2'-6' 7'-6" I � 7'_6" I 7'-6" I 7'-6" I 7'-6" I 8'-0" � 8'-0" M ► I I I 4' 8' 16' _�.. 3' HIGH BRONZE PAINTED ALUMINUM F ICKET FENCE I l Hi I I I I SITE PLANS I PROPERTY LINE �rT FA 1rrTLt 6'-2" 4' 0" -2" -9" s — F i .��-► ,ry �-► .�-� rte-. 104 SAND SET PERVIOUS PAVER WALKWAY 12-20-18 3' HIGH BRONZE PAINTED ALUMINUM PICKET FENCE OVER MAX 2' HIGH WOOD RETAINING WALL FOR MAX 5' HEIGHT i' - STORM WATER FROM GUTTER TO DOWNSPOUT TO OPEN CATCH BASIN TO BURIED CLOSED PIPE TO CATCH BASIN OR POP UP AT BOTTOM OF SWALE TYPICAL 0 V LLJV L j_Lj_ ! z O ARS 1 I T(_OT A. R-0010382 WOOD GATE IN 6' HIGH MASONRY WALL STORMWATER FROM ROOF, GUTTERS AND SIDE YARD TO BUBBLE UP AND FLOW TO THE STREET EXISTING RETAINING WALL TO BE REMOVED PROPERTY LINE 3 0 SOLID PAVERS 12" BOR R OF SOLID PAVERS OVER CONCRETE 1 71. SF !, SOLID 12" BORDER ® ROW 44 SF PERVIOUS PAVERS ROW 207/2=104 S F EDGE OF STREET WOOD GATE IN 6' HIGH MASONRY WALL STORM WATER FROM OVERFLOW AT SWALES VIA CLOSED PIP TO POP UP AT YARD AND FLOW TO THE STREET 8' -5"+/ - PROPERTY LINE EXISTING RETAINING WALL TO REMAIN EXIST IT�IIIIIIIIIII[G IMPERVIOUS AREA 11 1 • 1 091111,1111, + . • • 111 ■, 1 1 , 1, � ••1 '' 1 1., ., , 1 111 + 1■ + IN 1 • 1 A � � • 1 1 1 A 1 A 1 1 _ •. Lrr��l-rrr_rl_r 1�,� _ _ . _ r _ r r _ _ _ - 1 - - .,urua a/al.,n - - - ----- -- --- -- �� , 1�1 r 1 _ ., r r _ r 11a1_Ilrl# rl_ „ ' , I I _ �, ala#_II_ 11, d■. lal _ r r r _ u _ r _ ' _ _ �il_Ilalr_Ilrl (1_ 1#rllrllrll..11_I • � � I,r � I �!!_!/ Ir• #r11r#la 1.37 _II � • . u _.. "L■u_.0 _ �_ •r�• +rl 11_ r r r r r • 1 , . II �rf . _..G: __ C _ _ _ .. r_ #Irll 111_Ilrl � �� ,...i_.�._®_ �,_. :� r .�: 1! _ ■r .r _.ir ,.#:.._!�. _.....ll.!/ f_/t lam! '.�. r# _ 1_r �, - • �� .��._�_,�._�. � - / • ii• _ r'r.ur_r•Ti_ u_ •ir .rl !!'�•/ �'!/'S■%��Sil�li_f/! r#_Irr� �� - •�� '�� •• � •(� ��-� "OPERTY LINE I�Ci� � .�I/�� rI►IrII I ..,._. �_._: � �� ,.._.,,_,:�.:' C1#CfuC:11mime..:,.41, 1 I. iitr ..-.,__......_• z -_ -,� ��1I '_l�� _- _ , - --„�11lIICII-_1 -APPROVED • ■ • 11 ' ' 1 1 FILL EXTENDED 1 , I �• �•�•'=�,I I� ��' t'!�.ii►. , r ,V ��/■''trCtl�ll_..Ir"rl�llrCrll�l UNE IMPERVIOUS • AVERS • ■ BORDER ,I, • 'ATE IN 3' HIGH BRONZE Pi AL�MINUM RICKET FENCE _ r 01 `., ', II� ® , ,':• 3u -a ---,ICI :rr_ _ r r, 1 • ia• uw�a�, w \ ., r _ _II_Ilrfrar,l 1 SET M_ ICI Ilrlrar_ 1 JP RVIOUS PA RRACEVER :al_II .. _� , ► ,'11.11 IC 1 1.'11tC!, ►.r�►�_ . _i ►- _ 11 it 4 , �-- ► , 1:�- I I�1�1.-'.1 .■� Ul'#f'-.'11'1' 531 • . •. 6 °� 'l 'il: 1` . • . 1 8 1 11 -1111112- -� -`- , „, _ �.,. , . -� li\. � . \ � � Mir.-�ilIr-.�/�/Cli IC�Ir� =■' I.ur II r G11_ir �� '! '`; � ► \ :IICI��11C/ICILY _��rh1111, 11. \ lal:'�i'CUCIr: r1�/1C#r�ll� • • 1 + • 1 • �' �, � Ilon:uCilonC/1�11�uGuC' � ' FICKET FENCE h:i� • 1 1 ®' # �� , - - �� Z. "S ==M§ '®• .I �'-� c” ® ® ``, , �I -1C�1r■�`II�IICrI�##� �' �i �� ►-, -�I ��. . �� .�1 71 1#rl�r-/1: II�r/VIII .. ,PERI -Y LINE ."' ��• ,; • ¢ — ®, hII ICIrCrrClr�li� IC; I� #6 ■ �••�s>r�z8:8�t�8_Iw-� „ � .. c�,wt__r-r�;#�tr�! � � �I �� I� ■ ! � � RUN I�� -�Ci�'qC�'E�r---r �z.. _r�r�� _.'-#r■./r_rI_IuIrnIIr__l,rr/■rlrarr.#•__r j.�.;..rr-��- .-rr-_•trr�.. [r aIrIMel- milli INE rrm_U1_-Il rI_ia■I�Crt,�ara_Ir�rrrl-1li � l�ll■�LIh A • ..� .��_ .r • s 111016.1 DIMON ■ Il■ _ 1 111 'l _ __- -_-- - _ -. - -- --- .. , .111 '• , . +:1 '+1 . / . 111 :•, •. , , 111 ,. , PROPOSED IMPERVIOUS AREA TOTAL $ITE AREA= 9,555 SF 50%= 4�1777.5 SF PROPOSED IMPERVIOUS AREA: MAIN H USE= 3,390 SF RONT RIVE=71 +274= 345 SF oWAIX& W=193+26+91= 286 SF EAST TER ACE=] 20+219= 339 SF WALKS 163+166= 329 SF SITE WALLS= 48+18= 66 SF TOTAL/ = 4,755 SF TOTPcL R.O.W. AREA= 418 SF 50%= 209 SF PROPOSED IMPERVIOUS AREA: SOLID DRIVEWAY BORDER= 47 SF PERVIOUS PAVERS= 104 SF TOTAL = 151 SF c� w U ti O w� W Q W p-,oll N W E � t s 4' 8' 16' EXISTING AND PROPOSED IMPERVIOUS AREA PLANS 1.5 12-20-18 Es )(ARE 11t ARS•}1111 AR -0010382 Ja SELVA BIC LITTLE C' SELVA HELI I 335, HAGLE6 30'11 81-2472,5-4-m. P R n l i F r T -- - - (EL 12) aaavuu r FLOOD HAZARD INFORMATION SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT THE INFORMATION 0 NATION DEPICTED ON THIS MAP AND SUPPORTING DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT 4 ,. „�,� 1r HTTP: //Msc.FMA.GO 0, A%F, Without Base Flood Elevation {BFI) , f N 'Y1Pit1t 13fi1`orilepih�,.ra a,. �c;.+�1�. v... �� SPECIAL FLOOD HAZARD AREAS . 1 Regotatory Roodway flow through 0.2%nA Ilual Cha Flood Hazard, Areas CI lI of 1% chance flood with average F v -� depth lessthan onefoot orwith drainage 'Recommended or pedestrians, bigdes and wheel areas of less than one square mile . n rt eI Ir tra(fi i Future Conditions 1% Annual THER AREAS OF O FLOOD Chance Flood Hazard zone x Area with Reduced Flood Risk due to Levee HAZARD See Notes •:♦ ,,, ;,, NOTE: PERVIOUS .Area of Minimal Flood Hazard ��1f, x 7 OTHER AREAS Area of Undetermined Flood Hazard z ;f ,5 r-� DtiC ' E, r . - _ 5 . Channel, Culvert, or Storm Sewer GENERAL NUMBER PANEL suFHx STRUCTURES iuti;thlttHniniti} Levee, Dike, or Floodwall ATL,A%MC BEACH, CITY OF JACKSONVILLE CITY OF E , fezCross Sections with 1% Annual Chance 17.5 Water Surface Elevation NEPTUNE BEACH, CI - Y OF _ - - - - Coastal Transect CONCEPTUAL IN -- --- Coastal Transect Baseline Profile Basetine FINI qr ~�-- - Hydrographic Feature NATURE WITH ACTUAL sfa Base Flood Elevation Line (BFE) OTHER Omit of Study FEATURES - - Jurisdiction Boundary NOTES TO USERS For infomsation and questions about this Flood Insurance hate Map (FIRM), availabte products associated with this FIRM, irK,9ud'm historic versions. the current nt ma p date for each FIRMnet now to order P�JfedldGt9 arme National Flood Insurance Program (Nf1P) in general, please call the FEMA Map Info ion eXchange at 1 -877 -FEMA -MAP (1-877-338-2627) Of visit the FEMA Food Map Serine center websita at Mfp.!/msc.fema gov. Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report. andlor digital Y po .tai versions of rg this ma M t p any o- these products canape ordered or abtatherl directly from the website. Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacant panel as wolf as the current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed above. For community, and ODuntywide map dates refer to the Flood Insurance Sludy report for this jurisdiction, To determine if flood insurance Is available n. this community, contact your Insurance agent or call the National Flood Insurance Program at 1-800-638-£620. Base map information shown ars this FIRM was provided in digital format by the City of Jacksonville, the U.S. Fish and Wildlife Service, the tl S. Department of Agriculture Farm Service Agency, and FEMA. 200tes 4 Mode - points defining points of flow accumulation or hydraulic connectivity. SCALE Map Pwiectl.on.. -_ r HARN State Pl- ana Transverse se Merca for Florida EastZone; e No , rth Ame ' can Datum 1983 HARN` Western ' Hemisphere; a Vertical p Datum; NAV 088 may. ��yY ze l� .: .. . �, ,.r''.: •.'. :, ,"fir r,.. .. :: 0 250 500 750 1,000 2,0feet meters 0 125 250 500 PANEL LOCATOR 30- 30*20'37.5 2185000 FT 180000 FT 000 FT ,4a„ 81*22°30" NATIONAL L F.L fl DINSURANCE PROGRAM FrUO� NANCE HATE: MAP 'PANEL NOT PRINTED PRELIMINARY 7/29/2016 VERSION NUMBER 2.3.3.2 MAP NUMBER 12031CO409J MAP REVISED Material: Polypropylene Colors- Black (120ONGBBDISPLAY,1200NGBKIiI'T,1200NGB) Fits: Requires either part # 1207 (Open Slide, accepts NDS universal outlets), or ##1208 (Phi side)- Both #1207 and #1208 are made out of Styrene. 6" Pop Up Emitter with 699 Basin I2 rTf_ d; IIIIIIIIIIIIIII[r - "P,1-1 Part #: 625 - Center Spring Loaded DARP U1lAL COUNTY, 4 ,. „�,� 1r Colors: Pop Up (Green) Basin ( Black) Fits: 3" and 4" sewer, drain, triple wall, corrugated and 0, FLORIDA,; , f Spring: Stainless Steel Grade 302 4x8 PERMEABLE A permeable, environmentally -friendly OLDE (All Jurisdictions) flow through Open Surface Area: 28.8 Sq. InchesAr CI lI PANEL 409 F F v -� 0.5" Head: 88.10 GPM 'Recommended or pedestrians, bigdes and wheel Basin: 6" NDS Spee -D Basin rt eI Ir tra(fi i Weight Per Each: 2.14 lbs. UV inhibitor PERVIOUS PAVERS 4X8 NOTE: PERVIOUS �Icontains, PPL' o PA VE R T S TO E USED AS W4SF ,5 r-� DtiC ' E, r . - _ 5 . COMMUNITY NUMBER PANEL suFHx DIMENSIONS ATL,A%MC BEACH, CITY OF JACKSONVILLE CITY OF 120075 0409 .1 120077 0409 ) ELEMENTS SHOWN ARE NEPTUNE BEACH, CI - Y OF 120079 W9 J 'PANEL NOT PRINTED PRELIMINARY 7/29/2016 VERSION NUMBER 2.3.3.2 MAP NUMBER 12031CO409J MAP REVISED Material: Polypropylene Colors- Black (120ONGBBDISPLAY,1200NGBKIiI'T,1200NGB) Fits: Requires either part # 1207 (Open Slide, accepts NDS universal outlets), or ##1208 (Phi side)- Both #1207 and #1208 are made out of Styrene. 6" Pop Up Emitter with 699 Basin I2 rTf_ d; IIIIIIIIIIIIIII[r - "P,1-1 Part #: 625 - Center Spring Loaded Material: High Density Polypropylene (HDPE) t ON41E PRODUCTS Colors: Pop Up (Green) Basin ( Black) Fits: 3" and 4" sewer, drain, triple wall, corrugated and _-come seb. 40 pipe - Spring: Stainless Steel Grade 302 4x8 PERMEABLE A permeable, environmentally -friendly OLDE Opening Pressure: 1 PSI flow through Open Surface Area: 28.8 Sq. InchesAr CI lI Flow Rate- I" Head: 124.60 GPM [ tsaof 1sl: _ 0.5" Head: 88.10 GPM 'Recommended or pedestrians, bigdes and wheel Basin: 6" NDS Spee -D Basin rt eI Ir tra(fi i Weight Per Each: 2.14 lbs. UV inhibitor PERVIOUS PAVERS 4X8 Com B JWD p. y: Date: 9/4/2018 Public Works Department City of Atlantic Beach Permit No: ?????? Address: 1711 BEACH AVENUE Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25 -yr / 24 -hr rainfall depth (9.3 -inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 9,555 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) Md "C" Impervious 3,738 9,555 1.00 0.39 Pervious 5,817 9,555 0.20 0.12 Runoff Coefficient (C) = 0.51 Runoff Volume V = 0.51 x 9,555 x 9.3 / 12 V = 3,799 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 9,555 ft2 Runoff Coefficient 9 Area Lot Area Description (ft2) (ft) "C" Md "C" Impervious 4,11ou 9,555 1.00 0.50 Change in impervious Pervious 4,795 9,555 0.20 0.10 from application. Runoff Coefficient (C) = 0.60 Runoff Volume V = 0.60 x 9,555 x 9.3 / 12 V = 4,432 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 4,432 - 3,799 DV = 634 ft3 Provided Storage: Elevation Area Storage (ft) (ft2) (ft 3 ) 19.5 37 0 BOTTOM need to confirm elevation 20.0 140 44 TOB SWALE-140x4 Elevation Area Storage (ft) (ft2) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A= Area= 140.0 d= depth to ESHWT= 16.5 pf = pore factor = 0.3 Inground Storage= 693.0 ft3 Required Treatment Volume = 634 ft3 Supplied Treatment Volume = 737 ft3 TREMRON t ON41E PRODUCTS INSPIRATION CATALOG COMPANY RESOURCES 5F RIMA _ 4x8 PERMEABLE A permeable, environmentally -friendly OLDE interlocking paver designed to allow water- to flow through TOWNE PERMEABLE the paver and be recaptured in the TURFBLOCK subsoil, Pervious Ravers are available in 4X8 or Olde Towne PERVIOUS ?,AVERS Sizes. Tremr-on pervious pavers are recommended for ,larking areas that do not receive heavy vehicular traffic,. (Not rec nimended for roadways) ._.3: _I;: €'c ._ a-OLOR PERVIOUS PAVERS 4X8 NOTE: PERVIOUS PA VE R T S TO E USED AS W4SF ,5 r-� DtiC ' E, r . - _ SHOWN WITH COLOR THICKNESS: 4., TO BE SELECTED. DIMENSIONS DRAINAGE SYSTEM PER CUBE: ELEMENTS SHOWN ARE CUBE WECHT.:. ; CONCEPTUAL IN r. FINI qr NATURE WITH ACTUAL ELEMENTS TO BE SELECTED BY SUBCONTRACTOR. PERVIOUS PAVERSO'LDETOWNE PRODUCT CODE. ;- THICKNESS: TOP 0 DI ME N'S 10 NS: , _` SF PER CUBE* LU V CUBE WEIGHT LL- ,LL.LFINISH: LL- FINISH:7.,;;_ _ O DRAINAGE CALCULATIONS AND SITE DETAILS 12-20-18 AE VCS C�7NREE i AP HIT.EE'!` AR -0010382 - F 6'-0" OVER WOOD RETAINING WALL LOW SIDE ELEVATION—TYPICAL 5' ALUMINUM FENCE OVER WOOD RETAINING WALL PRECAST CONCRETE CAP CUT CMU OR FORMED AND POURE[ CONCRETE CAP AT CURVE 8" CMU WITH THIN CUT BRICK THINSET EACH SIDE J J 0 0 0 I cn CD J Q CONTINUOUS CONCRETE FOOTING SEE STRUCTURAL FOR DETAIL 11111111LL1I��I � 111=1 °° qa� N =1 11=1 11=1 I i I II I I I I II a I I 1=1 11=i I i� _ '54 111111–I I I II � I i I II I I I I=1_I 1=1 I I— I I—I � I—III-III TYPICAL 6' PRIVACY WALL WITH 2' MAX RETAINING WALL AND PRECAST CONCRETE TOP TYPICAL 6 PRIVACY FENCE WALL WITH 2' MAX RETAINING .WALL ALUMINUM POST AFFIXED TO SIDE OF PT POST TO EXTEND UP THROUGH CONCRETE BASE AND SUPPORT ALUMINUM PICKET FENCE 2X4 PT SYP TOP CAP 1`rJ GEO TEXTILE FABRIC SANDWICHED BETWEEN 2X6'S AND CAPPED BY 2X4 2X6 PT SYP RAILS RUN CONTINUOUS ACROSS 6X6"S BUTT TIGHT TO SUPPORT FABRIC AND RETAIN SOIL 6X6 PT SYP POST WITH SLOPED TOP of ME SPACED AT 6' CENTERS BURIED 4' INTO `�' EXISTING GRADE AND STABILIZED BY CONCRETE "DONUT" 0 -12 20" DIAM X 2' DEEP CONCRETE "DONUT FOUNDATION i I �- 4 I- =11 •° II STABILIZED SUBGRADE, NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) I III 1-- IiI SECTION—TYPICAL 5' ALUMINUM FENCE OVER WOOD REMAINING WALL • 1 71» 2X4 POLY -ASH 4' a TRIM FULL BRICK z_ CAP SET IN MORTAR AND CUT TO FIT AROUND POSTS THIN CUT LOW SIDE ELEVATION -TYPICAL 5' ALUMINUM FENCE OVER WOOD RETAINING WALL 2X8 BORAL POLY -ASH CAP SLOPED TO DRAIN PT 2X4 STIFFENER AND BLOCKING 4X4 PT SYP POSTS AT SET IN GROUT FILLED- CMU CELLS AT 6' CENTERS L,..1 o � I CD VERTICAL 1X6 BORAL POLY -ASH BOARDS EACH SIDE OF POSTS AND 2X4 HORIZONTAL RAILS a 1�1111=rwii �' 8" CMU SET ON CONTINUOUS oO CONCRETE FOOTING APPLY THIN CUT BRICK AT 1711 —SIDE AS DESRIRED !I I II _ _ i I III — I I IEEI I I,=1 _I 11=111=i I I= i I= { —III--III—III --III aIII-III-111=111=_i ALUMINUM FENCE WITH POSTS AT 6' CENTERS SET IN CONCRETE SURROUND. THIS FENCE OCCURS AT THE SHORE PARALLEL END OF THE PROPERTY ALONG THE EROSION CONTROL LINE. TYPICAL 6' PRIVACY FENCE WALE WITH 2' MAX RETAINING WALL LOW SIDE ELEVATION—TYPICAL 6' WOOD FENCE OVER WOOD RETAINING WALL WHERE REQUIRED— HIGH SIDE SIMILAR AT 4' MIN HEIGHT DIMENSIONS SHOW INTENT. ACTUAL DIMENSIONS MAY VARY WITH �-- MANUFACTURER 21" ALUMINUM FENCE WITH POSTS AT 6' CENTERS SET IN CONCRETE SURROUND. THIS FENCE OCCURS AT THE SHORE PARALLEL END OF THE PROPERTY ALONG THE EROSION CONTROL LINE. 20" DIAM X 2' DEEP CONCRETE "DONUT" FOUNDATION 2X10 BORAL POLY -ASH TRIM CAP 2X4 POLY -ASH TRIM OVER 2X SYP PT BLOCKING 1X6 VERTICAL BORAL POLY - SIDING TYP �I 0 i Ln °4 i VIII; e —) III_a 1=1 I s1-1 I I=1 I I ,1 I I I 11= I I 1=1 I I i l l=1 11=1 SECTION—TYPICAL 5' ALUMINUM FENCE OVER WOOD RETAINING WALL 6' HIGH WOOD FENCE W/ 6X6 PT SYP NO. 2 POSTS AT 6' CENTERS BURIED 4' INTO EXISTING GRADE STABILIZED BY CONCRETE "DONUT" FOUNDATION 52 6X6 PT SYP POST WITH SLOPED CD z TOP 2X6 PT SYP BLOCKING GEO TEXTILE FABRIC TO SECURE SOIL- SANDWICHED BETWEEN 2X6'S AT TOP _ II 2X6 PT SYP RUNNING I— CONTIUOUS ACROSS 6X6'S AT 1=1 I I o >< HIGH SIDE WHERE NEEDED TO RETAIN SOIL HillA4� 20" DIAM X 2' DEEP CONCRETE "DONUT" FOUNDATION - I STABILIZED SUBGRADE, NON -PLASTIC, ° f INORGANIC, GRANULAR SOIL COMPACTED - o TO A DENSITY OF AT LEAST 95% OF THE �I PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) de II1 °d 111111 .SII -11 t N W E S 6" 1' 2' SITE FENCE AND WALL DETAILS Ell 3" LAR SECTION—TYPICAL 6' WOOD FENCE WITH WOOD RETAINING WALL WHERE 107 REQUIRED 10-04-18 cl- LLI U 41ES � DU,P�EE JII LL -app i;tECT. � AP -=-1010382 TOP OF CONCRETE AT GARAGE FLOOR GENERALLY SLOPES FROM FI NATION _F'_R" TO _F'_Z" /1 1n' in" Tn � ac' 4" A.AI —\ Tnn nr nnAlnnrTr FIRST FLOOR PLAN NOTE: ALL CEILING HEIGHT NOTATIONS REFER TO HEIGHT OF CEILING FRAMING ABOVE CONCRETE CONDITIONED SPACE= 2203 SF UNCONDITIONED ENCLOSED SPACE= 724 SF COVERED PORCHES= 74 SF FRONT 252 SF EAST 3 SF KITCHEN 12 SF MUD ROOM 100 SF UTILITY AREA= 446 TOTAL SF APPROXIMATE CONDITIONED VOLUME= 2047 SF X 12.33°= 25,240 C U FT CL 0 U Lu U Ll- LL 0 1.10 M"a�pN� 00 w u� U QW W U a � u w o O w O N WQ)�E S 2' 4' 8 FIRST FLOOR PLAN ?Brp , G� im ARCHITECT A R-0010382