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51 BEACH AVE RES19-0058 DRAWINGS SITE PLANSANGLE POINT OPPOSITE R-52 z 0 0i b� D*N Ln 8371 MONUMENT NO. A21 2 LJINK M T- UMENT EASLOCATED AT ND OF AHERN STREET SEE BELOW RIGHT 10 Nom. 1 0 24.4' 39.5' L 9.9, 0 92.2' z 0 L, CD m -00 Fr] > WOOD STEPS. -TI -00 �a r- z ;M0 22 > zo O > P 0 0 LOIS I AD > C) V) �C4 0 P K) 0 mo -4 > > zo R > 90 0 -j -P. j V 2 STORY FRAME C4 > 20 ---- !Q 0 0 N 0, zco RESIDENCE No. 63 0 z rri 0 X02 M < 0.9, rn 0 !� 16.8' 006 M >Mzca W N 0 z C7 0 I-Tj (n >Z g CA < < 6.0, 101.6' Z L 18.4' rn 0,0 � XM z ED (--X WT 3 0 19.5 P Z> P. MX )< 74.3 FOUND 1/2- IRON z 5.6' 1 '63' 6.9' 1,802.56 sq.ft. - EXISTING DUNE M M 14-69 - ;d cn > FOUND 3/4" REBAR C "M j� PIPE, LB 7820 Co 591- 79.8, LS 3145, (0.75' W) X 13.2 X 14.3 X 5 0 VEGETATION TO BE REMOVED AND X,13-2 X 8.7 N=2178423.5 L- r- X� I : X 7.9 X (9 X X 7�9 X J. ONDERGROUND 14-89 14-79=531330-5 MITIGATED EAST OF PROPERTY 11-15 X 70.6 10.9 .>< B,7 X 0.0 coo M CABLE BOX z 3.6 470- ;V > X 14.4 )0o 6 ON TO REBAR) V4-7�7--'@O' (IR A 8 3 2�-,7'5 3 E /.1 248 0,47 (n V) 0 er 0 m 14 WALL f 8.7 X CK 4"A5--' -`D,7 5 WOOD At C, DU1 Y.NE GRASSES 6, 1 1.3 k I 5"Tlj 'I "Y 5 ;U -7F11-7 T51 Soli, 35.3' Hui 5 5 Cn X (YI I X- %, Mj A,,,,Tl cc -4 > 7�3 7� C4 U) \ *1 �v I I '!A' 4 -�k� _-1 X f0-4: . . ........ M > 5.3' 14.6 0� 12.0' > -_T N) X1'4.3 0 M 4.� X 14�6 8. 0 X,3.? X 8.() 2:1 14.57 � I fl. I TOTAL AREA 12,43,9.60 sq.ft i X 6.0 X 10.4 X170.8 N) 0 0 X 15-�, -..29 Acres z -n M Ln le a I �Whig 00 Z11- ig z: , I : ; un -0 46,e X 15.9 1 CROSS SECTION LINE CA L BOX > X15.9 15.0 13 T15 i -TI X 15.7 *1 ni 8.9 I ONC < z 12.0- P 5 > L 5.2' CO----- ----- 0 .4 rq CD -q 0 416 Cli z 0, - ----- z 41 0 -am z z P �4 /* UNDERGROUNDX X 15 0,, I - C r- (, M 0 44.5 1 ", X\T'2.!� it ;q, �p 10.3 X M Ln 00 -'�)91DUNE ORA AT&T \ A>, I * * * . , . Ok R T&T 80 0 0 SSES -0 ui ob CCOD) > C'� 0) N16"Tl\� 13 f --o 0 S HANDICAP SIGN FOUND "T, 9.4 % -7 2 . ..... 14�Tl 5t XHAINI.LINK FENCEr1.141 -,�-FOUND MAG NAIL 2- ItcPy PIPE 0.1, ON LINE�- , N, 'C'AIN 74-17 0 9' =j V N=21785 14.40 law --F DISK, ILLEGIBLE Zoe.. X 9.3 15�1 �4� 9. 4 i z 'X 0 X 9_3 'K 7 6.4 z rn BAIL 11 X 14 9.7 6.2 BENCHMARK. SET CR X A7 '29'5 1.4' U G E 2-' 0 X I OC DISK, LB j�- X 14.5 1'. Ti 0 1 5 X00 CPP -R n 9.9 CLE e�fw-, " X A4ROAD\TtI!!, 1c; M -15.9o' m 14 26 i - A "Tl?*' X 9,6 X-4.0 X 8.4 k ICV(& .3 f Tj 73.86 14-45 BIKE ct "NAVD 88) 14-00 BIKE RACK < <D X 6.5 0 X 4! 14.06 1P co 2 SII 71.36 C: X 2. C, S83 'W 237.00k,� TO I R 0 _Lpll P-2 SANITARY 0 M STOP Sic A� - - I N 1,198 SEWER 1�� Uf t - 12-21' 1< 1.2 - ----- 3 (b) -.60 TF WALK M M 14 . 13 OrCRF 2. .61 z > MANHOLE GE OF PAVEMENT -14.99 13.87 0 N .5 SV 0 QR U� WOOD WALK z .88 12'T1 5 15.2' 111 40 -0 �16 0 WALK 1111151CENTERLINE M .72 RESCUE CONCRETE CEN TERI INE M 15,73 0) SHG 12.. 11-42 -10 ---- -X 0) M T15 - 11.3 ---X '6' X- IS 15.2'_ UNDERGROUND 61 CTI 5' 11 T-15* 1 .07 11,5P -40 CABLE 11.7,3 BOX 15.54 ab 11.x3 DISK BENCHMARK: FOUND BBASS -"M7- - e 142-4- 15"T15 75.,56 .39 A/ FRN S TREE T DNR X NN. & C0NCf?Ejt ONUMENT A -- 21 iKE)�t FOOT RINSECONCRETE WALK ELEV.=11.27 (NAVD 88) SIGN 57' RIGHT OF WAY (PAVED) 15. 65 SHOWER N WALI< DNR CK r� CONCRETE WALK \N61- 4.62 X 15. X 15-47 41 lx_. - I N^\. E D 0 U I T SHO Nb �Ib 14.76 b 8 T75 C F C -C- 11 AT .79 1 "T15 S A S TA L. RB � , �, ' * 1"T15 8"T 5 CTI I- C-0 A �C �U 1.� T1 13" 5 LINE. CO TROL C NE. 75.39 4. E ABOVE LEFT I-) TJ57��- 15.46 .0, CONCRETE STUCCD-WAeC METAL LID S MASONRY 0 GREASE TRAP '\'3 --CONCRETE 100 CHAIN INK FENCE ---� 1 -STORY MA GENERATOR PAD W z bo 360 sq -ft -co . b� ®ICV M C11 26.7'❑ 0;U j!-) --'> PARKING SP CES C G) M -M M LOADI ZONE M rn ES F] 0 0.6 0.7 STUCCO WALL--� C: a- ONCRETE 7 DRIVE 0 GREASE TRAP m 6.5N33.4' F -- 479�,. 16.80 1-72. Nb 1.0'� 1I:Lo� 01- -1 0:_ 1. 0,- 0i -1� 11 -j-I 6) ,4n �4 09, 12.6, 12.6, :rt 19 W 19 iz.' n 19p, 19 7' 19 R, 1.37.00 qjp i , I I J V F 00M ADDITIONAL NOTES: - Survey completed by Boatwright Land Surveyors, Inc. field dated 04/25/2019. Surveyor of record Stephen W. Crews, P.S.M. FL License Surveyor and Mapper No. LS 5996. Contact # (904) 241-8550. - All Existing and Proposed elevations based on North American Vertical Daturn of 1988 (N.A.V.D. 88). LEGEND: X 1 36 TOTAL EXISTING CABBAGE PALMS (10 TO BE REMOVED WITHIN R.O.W.) (26 TO BE REMOVED WITHIN PROPERTY) SEE SHEET I-3.1 - LANDSCAPE PLAN` FOR MITIGATION AND TREE REQUIREMENTS. A, UG - -2 2019 SIZE: ARCH Ej- PRIME PROJECT NO.: ML+H PROJECT NO.: 1-9.og.0 DRAWING SCALE: AS SHOWN DRAWING NO.: L-0. I - --- ----- -- - - - - - ---------------- - - - ---------- - ------ CoAS PERMIT SUBMITTAL 07/30/2019 DEPSUBMITTALSE'. 06/24/2019 SY'v! I DE CRIPT!0N I DATE SIZE: ARCH Ej- PRIME PROJECT NO.: ML+H PROJECT NO.: 1-9.og.0 DRAWING SCALE: AS SHOWN DRAWING NO.: L-0. I 0 e� C0 O M O O �W � z m O O Cn � I of Proposed= 49.71% WOOD STEPS F- D > Site Wail#2 0o D O DI X z o r- Pervious Pavers � oI 27.28 *Pervious Turf Block Pavers(5D'%Reduction) TOTAL 526.06 Z BEN O O Z -I I Front/5ide (Walkway 1) c 183 C7 O - _ ,. 254-92 Z e� C0 O M O O �W � z X '- IYPE'B'CURB- X Proposed= 49.71% WOOD STEPS 434-66 Site Wail#2 _ D O WALL #1 X Seat/Internal Retain walls: Pervious Pavers -193.03 27.28 *Pervious Turf Block Pavers(5D'%Reduction) TOTAL 526.06 48.6 BEN O O Z X................ -X- Front/5ide (Walkway 1) O 183 ® _ ,. 254-92 � �> 108-83 TOTAL 1393.32 DOCK PILINGS OR m� �O A/C Pads 38.33 ROW - 'Type B' Concrete Curb Generator Pad REMOVABLE BOLLARDS <; _ X X. XX ADJUSTED PARKING ARRANGEMENT T1 0 X - X `' OI- 77 sf TYP. SPA 951 sf :;` (1) HANDICAP SPOT 386 sf 18 Cn I- X X= X.- 0 (2) REGULAR SPOTS X ;, r X ✓" X, ,. , 00 0 0 X co r i o0 0 CTI m X X F7 8' CHAIN LINK FENCE / s - --- - � X X X Z X 1:711:17 17i' oil:WOOD FT1 > DECK #4 TYP. 10 17'-O I i 43'-8" 0 z i z I< o w - i RAISED M FT] SEAWARD MOST EXTENTS OF DUNE WALKOVER 221'-5" i- _ v _ _ 16 0 X .� -1 TURF GRASS o ` ,•.r ,: P`OOL SEAWARD MOST EXTENTS OF HARDSCAPE FEATURES (WITHIN PROPERTY BOUNDARY) 177'-8" ����j} h t/VQQD !i ) ;,, i (I �, F AREA X - i 1 i i :, , (:. o �'X 18" WIDE POOL COPING TYP. 7,c� 1 -� 0Etk#PROPERTYLINE 7YP i A/C CONDENSER PROPOSED MASONRY WALL TYP. 8 X SITE WALL #1 X X X UNITS PAD I II� X POOL EQUIPMENT WOOD ARBOR ? o X PAD <... 9 �n �. , �n o Lri_ EXISTING o X X 10' 0".._ s o _ X ' CONCRETE w oz4' 9 o 9 11' BULKHEAD ` ; LANDSCAPE 14'6.. -TYP. X 16'5.. 0414 7 i +16.21' +15 46 X Xi X BW'..11f)0 X SITE PLAN Lot Coverage Calculations Max Allowed - 50% Impervious Area Total Lot Area - 12,439.60 sq.ft. 54°Y= 6219.8 Areas (sq.ft-): Buildings: Main House 2885 Garage#1 576 Garage#2 320 Columns (7) 7 TOTAL 3788 TOTAL LOT AREA 12439.6 SIM LOT AREA 6219.8 $ Driveways: '- IYPE'B'CURB- X Proposed= 49.71% Kit IAlINII\J(j 434-66 Site Wail#2 _ Driveway#2 WALL #1 X Seat/Internal Retain walls: Pervious Pavers -193.03 27.28 *Pervious Turf Block Pavers(5D'%Reduction) TOTAL 526.06 48.6 BEN Walkways/Seating Area: Retaining Wall (Frangible) w/ Cap @ Raised Turf Area X................ -X- Front/5ide (Walkway 1) 1139 183 ® _ ,. 254-92 � �> 108-83 TOTAL 1393.32 DOCK PILINGS OR X , A/C Pads 38.33 ROW - 'Type B' Concrete Curb Generator Pad REMOVABLE BOLLARDS <; _ X X. XX ADJUSTED PARKING ARRANGEMENT TOTAL 99.08 WITH ROPEOR CHAIN X - X `' X WITHIN EXISTING FOOTPRINT 77 sf TYP. SPA 951 sf :;` (1) HANDICAP SPOT 386 sf 18 Mechanical Equipment Concrete Pads X X= X.- (2) REGULAR SPOTS X ;, r X ✓" X, ,. , 00 i X X I I, I 8' CHAIN LINK FENCE / s - --- - � X X X POOL SAFETY FENCE TYP. X 1:711:17 17i' SITE PLAN Lot Coverage Calculations Max Allowed - 50% Impervious Area Total Lot Area - 12,439.60 sq.ft. 54°Y= 6219.8 Areas (sq.ft-): Buildings: Main House 2885 Garage#1 576 Garage#2 320 Columns (7) 7 TOTAL 3788 TOTAL LOT AREA 12439.6 SIM LOT AREA 6219.8 $ Driveways: DESCRIPTION Proposed= 49.71% Driveway4i1 434-66 Site Wail#2 97.88 Driveway#2 95.4 +B Seat/Internal Retain walls: Pervious Pavers -193.03 27.28 *Pervious Turf Block Pavers(5D'%Reduction) TOTAL 526.06 48.6 BEN Walkways/Seating Area: Retaining Wall (Frangible) w/ Cap @ Raised Turf Area Difference= -35-52 Front/5ide (Walkway 1) 1139 183 ® Seating Area 1 254-92 Retain Wall #3 (@12"w) 108-83 TOTAL 1393.32 Mechanical Eq. Pads: Wood Decks - Dune Walkover Site Walls: DESCRIPTION Site Wall#1 104.66 Paver Walkways/Patios Site Wail#2 97.88 +BW. TOTAL 202.54 +B Seat/Internal Retain walls: 123 sf Retaining Wall#1 27.28 203 sf Retaining Wall#2 48.6 BEN TOTAL 75,88 Retaining Wall (Frangible) w/ Cap @ Raised Turf Area Pool Coping/Structure; Q Pool Coping 183 ® Turf Area Retain Wall: 597 sf Retain Wall #3 (@12"w) 108-83 1,784 sf Mechanical Eq. Pads: Wood Decks - Dune Walkover A/C Pads 38.33 ROW - 'Type B' Concrete Curb Generator Pad 28.75 ROW - 12" Concrete Flush Ribbon Curb Pool Eq. Pad 32 ROW - 9" Concrete Flush Ribbon Curb TOTAL 99.08 14 Total Impervious Area 6184.28 Items Counted as Pervious Areas Isq.ft.l: CoAB PERVIOUS AREAS: Wood Decks (aver 2" Above Grade): Wood Deck#1 106.67 Wood Deck#2 - Pool Upper 874.36 Wood Deck#3 - Pool Lower 579.85 Wood Deck#4 52.92 Wood Deck #5 174,16 Wood Deck #6 48.81 TOTAL 1836.77 Poal WaterArea: Water Area 597.31 Landscape Area: Remaining Area 3821.24 Total Pervious Areas 2434.{]8 per CRAB req. TOTAL PERVIOUS 6255.32 PERCENTAGE 50.29% LOT COVERAGE CALCULATIONS BREAKDOWN: - TOTAL LOT AREA 12,439.60 sq.ft. 49.71% IMPERVIOUS AREA (6,184 sq.ft.) ............... REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 01 Paver Walkways/Patios +14.96 (� Q +BW. 4.64 +B .14.1 14.8' 123 sf 1,802.56 sq.ft. - EXISTING Site Boundary Masonry Walls (Frangible) 203 sf 50 Seat/Retaining Walls (Frangible) BEN © Retaining Wall (Frangible) w/ Cap @ Raised Turf Area i0DUNE Q Pool Coping 183 sf ® Pool - Water Area 597 sf VEGETATION ON Wood Decks 1,784 sf Fl -0-1 Wood Decks - Dune Walkover _ 11 ROW - 'Type B' Concrete Curb 85 sf i4-5, ROW - 12" Concrete Flush Ribbon Curb 48 sf 13 ROW - 9" Concrete Flush Ribbon Curb 141 sf 14 SITE TO BE REMOVED AND 4 sf F1 -571 ROW - Concrete Pad (Bike Racks) 77 sf � LU SPA 951 sf 17 Driveways - Turf Block Pervious Pavers 386 sf 18 Mechanical Equipment Concrete Pads 99 sf MITIGATED EAST OF PROPERTY LO ( CATION TBD) X X y; 00 POOL SAFETY FENCE TYP. X 1:711:17 17i' oil:WOOD DECK #4 TYP. 10 17'-O I i 43'-8" 14'-0" i z W - w - i RAISED i- _ _ _ 16 0 TURF GRASS o ` ,•.r ,: P`OOL ����j} h t/VQQD !i ) ;,, i (I �, :.i AREA i 1 i i :, , (:. o �'X X 7,c� 1 0Etk#PROPERTYLINE 7YP i F I II� -+10.46 J STEPS EXISTING II CONCRETE 9 BULKHEAD ` X i i0 - X Xi X X w. �s 3 9„ RETAINING X 14.8 ' �._ WALL # 3 w +B +BW:14.1 ' \N: 14:17' PLANTER AREA °J BW: 1.20' X .. X` 4 X X X f ' STEPS X X X L.- X RETAINING X - x WALL # 2 X X X ' x X X' O �I y< EXISTING X LIFE GUARD SHACK _._ . ... ' ' X ............... REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 01 Paver Walkways/Patios 1,394 sf REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 01 Paver Walkways/Patios 1,394 sf Q Driveway Paver Areas - Property 140 sf 03 Driveway Paver Areas - ROW 123 sf ® Site Boundary Masonry Walls (Frangible) 203 sf 50 Seat/Retaining Walls (Frangible) 76 sf © Retaining Wall (Frangible) w/ Cap @ Raised Turf Area 108.83 sf Q Pool Coping 183 sf ® Pool - Water Area 597 sf ® Wood Decks 1,784 sf Fl -0-1 Wood Decks - Dune Walkover 274 sf 11 ROW - 'Type B' Concrete Curb 85 sf 12 ROW - 12" Concrete Flush Ribbon Curb 48 sf 13 ROW - 9" Concrete Flush Ribbon Curb 141 sf 14 ROW - 6" Concrete Flush Ribbon Curb 4 sf F1 -571 ROW - Concrete Pad (Bike Racks) 77 sf 16 ROW - Turf Block Pervious Pavers 951 sf 17 Driveways - Turf Block Pervious Pavers 386 sf 18 Mechanical Equipment Concrete Pads 99 sf ADDITIONAL NOTES: - PER THE CITY OF ATLANTIC BEACH, IMPERVIOUS AREAS NOT TO EXCEED 50% OF TOTAL PROPERTY AREA. - SEE SHEETI-1.3 - GRADING & DRAINAGE PLAN' FOR MORE INFORMATION REGARDING STORMWATER MANAGEMENT. REM E9 OML+H Marquis Latimer+ Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LC0000391 CONSULTANT TEAM: ARCHITECT: CRONK DUCH ARCHITECTURE 1936 San Marco Blvd., Suite 101 Jacksonville, FL 32207 p: 904-626-3454 www.cronkduch.com STRUCTURAL ENGINEER: LOU PONTIGO & ASSOCIATES, INC. 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32224 p: 904-242-0908 www.lp-a.com GENERAL CONTRACTOR: THE ANGELO GROUP 11363 San Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p: 904-268-2247 www.angelogroup.com SURVEYOR: BOATWRIGHT LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL 32250 p: 904-241-8550 www.boatwrightland.com COASTAL PERMITTING MANAGER: COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661-3655 310 W. College Ave., Suite 211 Tallahassee, FL 32301 p: 850-765-4520 www.coastalsystemsint.com LU U z Lu m Q m 1171111 fV � m LLJ LL LL � z U Q Uv ° m - .0 W LlJ QU. Q r) z 1 LLJ > _ � Q z U Lu cr�N CO 7-1 O Ln C/) l i ND 10 °C' STq *. OF JEREMj' P LIC. # 66 SEAL ,DR BY: GC CHECKED BY: JM PROJECT MANAGER: JM REVISIONS: CaAB PERM IT SU BMITTAL 07/30/2019 DEP SU BM ITTAL SET 06/24/2019 SYM DESCRIPTION DATE SIZE: ARCH E1 PRIME PROJECT NO.: ML+H PROJECT NO.: 19.o9.0 DRAWING SCALE: AS SHOWN DRAWING NO.: SCALE: V=10' L-2.1 X + U I1 • PLANTL BOTANICAL/ COMMON NAME -- ---- _...--......._.................... CONT SPACING QTY AD Asparagus densiflorus 'Myers' / Myers Asparagus 3 gal - 18" o.c. 100 BH TREE REQUIREMENTS: 1 gal 24" o.c. 8 Bo Bulbine frutescens 'Orange African' / Bulbine 1 gal TOTAL LOT AREA ="'12,439.60 SQ.FT. ADDITIONAL NOTES: TREES BM BOTANICAL/ COMMON NAME Bambusa malingensis / Seabreeze Bamboo CONT SIZE 65 gal. QTY 6 - 121439.60 / 2,500 = —4.98 (TOTAL OF 5 TREES REQUIRED) 1. CONTRACTOR SHALL PROVIDE LANDSCAPE BED PREPARATION, INCLUDING REMOVAL AND DISPOSAL OF EXISTING LANDSCAPE AND TREES. CONTRACTOR SHALL PULL ANY APPLI A C BLE PM * Phoenix dactylifera 'Medjool' / Date Palm B&B 18' CT. 3 - 2:1 RATIO PALMS TO SUBSTITUTE TREE @ MIN. 8' CLEAR 30" o.c. PERMITS, SUCH AS TREE REMOVAL PERMIT. R Rhaphiolepis x 'Montic` / Magestic Beauty Indian Hawthorn 65 gal. 2TOTAL TRUNK. - PALMS REQUIRED 10 2. ATTHE COMPLETION OF WORK, CONSTRUCTION TRASH AND DEBRIS SHALL BE REMOVED AND DISTURBED AREAS SHALL BE FINE -GRADED AND LANDSCAPED WITH SHRUBS, GROUND Ss * Sabal palmetto/ Cabbage Palmetto B&B 8'-15' CT. 19 Q COVER, GRASS OR TWO INCHES OF MULCH. XI * x Butiagrus nabonnandii / Mule Palm B&B 8' CT. 3 - TOTAL PALMS REMOVED (36) INCLUDING WITHIN RIGHT-OF-WAY. SEE SHEET'L-0.1 - EXISTING SITE CONDITIONS & 3. SPRAY DOWN BASE OF BUILDING TO REMOVE SOIL FROM CONSTRUCTION ACTIVITIES. SHRUBS BOTANICAL/ COMMON NAME CONT QTY IMPACTS TO EXISTING VEGETATION'. AB Acca sellowiana 'Bambina' / Dwarf Pineapple Guava, Feijoa 3 gal. 11 - 50% OF PALMS REMOVED TO BE MITIGATED — 18 4. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS PARTS I AND II "" FL ORIDA BK Bougainvillea x Barbara Karst' / Barbara Karst Bougainvillea 15 gal 2 DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. CU Coccoloba uvifera /Sea Grape 7 5. TREES AND PALMS WILL BE BRACED AND ANCHORED TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SPECIFICATIONS OR COASTAL SITUATIONS. gal 11 - TOTAL PALMS PROPOSED = 25 HS Hibiscus rosa-sinensis `Seminole Pink' / Seminole Pink Hibiscus 7 gal 3 (12) TO BE PLANTED WITHIN THE PROPERTY 6. ALL TREES AND SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH THEY ARE PLANTED. BERMS ARE TO BE CONSTRUCTED AT RIGHT IS Ilex vomitoria 'Schillings' / Schillings Holly 'Petite 3 gal. 50 (13) TO BE PLANTED WITHIN THE RIGHT-OF-WAY ANGLES TO THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOST EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT. NP Nerium oleander Pink` / Petite Pink Oleander 7 gal 6 PM2 Podocarpus macrophyllus maki / Shrubby Yew 15 gal 38 7. A MINIMUM OF TWO-INCH LAYER OF ORGANIC MULCH SHALL BE APPLIED AND MAINTAINED IN ALL TREE PALM SHRUB AND GROUND COVER PLANTING ARE AS. PV SR Pyrostegia venusta / Flame Vine Strelitzia reginae / Bird Of Paradise 7 gal 15 gal 4 3 8. WEEDS ARE TO BE ADEQUATELY AND PROPERLY TREATED AND REMOVED PRIOR TO LANDSCAPE INSTALLATION. ALL SOIL AMENDMENTS SHOULD BE CERTIFIED AS WEED -FREE FROM THE SUPPLIER. TC Trachelospermum jasminoides 'Confederate'/ Confederate Jasmine 3 gal. (Trellis) 10 SHRUB AREAS _.-..---------------------- BOTANICAL/ COMMON NAME -- ---- _...--......._.................... CONT SPACING QTY AD Asparagus densiflorus 'Myers' / Myers Asparagus 3 gal - 18" o.c. 100 BH Bougainvillea x 'Helen Johnson' / Compact Bougainvillea 1 gal 24" o.c. 8 Bo Bulbine frutescens 'Orange African' / Bulbine 1 gal 20" o.c. 52 CO Crossandra infundibuliformis 'Orange Marmalade' / Firecracker Flower 1 gal 18" o.c. 38 HD Helianthus debilis / Dune Sunflower 1 gal 30" o.c. 51 LL2 Leonotis leonurus / Lion's Tail 3 gal 30" o.c. 9 MC Muhlenbergia capillaris / Pink Muhly 3 gal 36" o.c. 80 W.,16111'RrZ#Tommim M BOTANICAL/ COMMON NAME Zoysia japonica 'Empire' / Korean Grass CONT QTY Sod 1,153 sf * Palms counted toward tree and mitigation requirements. 9. LANDSCAPE MATERIAL IS TO BE MAINTAINED BY THE LANDSCAPE CONTRACTOR (INCLUDING MOWING, PRUNING, AND WEEDING) UNTIL PLANTING IS APPROVED BY THE LANDSCAPE ARCHITECT, THE LANDSCAPE CONTRACTOR MUST PROVIDE: (A.) A WARRANTY ON ALL TREES AND PALMS FOR A PERIOD OF (12) TWELVE MONTHS. (B.) A WARRANTY ON ALL SHRUBS AND GROUNDCOVERS FOR A PERIOD OF (12) TWELVE MONTHS. (C.) GUIDELINES FOR PROPER MAINTENANCE. 10. TREES SHALL NOT BE PLANTED CLOSER THAN 7.5" FROM THE CENTERLINE OF UNDERGROUND UTILITIES; ADJUST IN THE FIELD IF NEEDED. 11. BALLED AND BURLAPPED STRAPPING WIRE, AND ANY SYNTHETIC MATERIAL, SHALL BE REMOVED PRIOR TO FINAL INSPECTION. WIRE BASKETS SHOULD BE PULLED AWAY FROM THE TRUNK. 12. CONTRACTOR SHALL SCARIFY SOIL TO A DEPTH OF 12" IN AREAS WITH COMPACTED SOIL. CONTRACTOR SHALL EXCAVATE AND DISPOSE OF ALL STONE, DEBRIS AND BASE MATERIAL FROM PREVIOUS PARKING AREAS. BACK FILL WITH TOP SOIL WITH HIGH ORGANIC CONTENT AND CERTIFIED WEED FREE. ITEM 111HH11111ill1ii! lil 0' 5' 10' 20' SCALE: 1"=10' Marquis Latimer+ Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LC0000391 CONSULTANT TEAM ARCH ITECT: CRONK DUCH ARCHITECTURE 1.936 San Marco Blvd., Suite 101 Jacksonville, FL 32207 p: 904-626 3454 www.cronkduch.com STRUCTURAL ENGINEER: LOU PON TIGO & ASSOCIATES, INC. 4745 Sutton Park Ct. Site. 204 Jacksonville, Ft. 32224 p: 904-242-0908 www.lpa.com GENERAL. CONTRACTOR: THE ANGELO GROUP 11363 Sari Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p: 904-268-2247 www.angelogroup.com SURVEYOR: BOATWRIGHT LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL 32.250 p: 904-241.-8550 www.boatwrightland.com COASTAL PERMITTING MANAGER: COASTAL SYS --EMS INTERNATIONAL., INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661-3655 310 W. College Ave., Suite 211 Tallahassee, FL 32301 p: 850-765-4520 www.coasta!systemsint.com CHECKEDCIO (r) iV rn Lij L.L. `J ro Q (, } W CLLLJ Ct3 Q (_,i Q 17 U -WINAWN BY: GC BY: ll� PROJECT REVISIONS CDAB PERM -IT SUBMITTAL 107730,/2019 DEP SUBMITTAL SET 0624jz019 S'YP:`: DESCRIPTIGN DATE SIZE: ARCH E1 PRIME PROJECT NO.: ML+H PROJECT NO.: 19.09.0 _ DRAWING SCALE: Ass}-IOWN DRAWING NO.: L-3.1 C/-� N i f VIV:�'�.r. i L c8bC0N CURB x ' SITE PLAN CONCRE1 _ Electrical X InPutYolugP Dust (17.011401V Product/Ordering Information SKS _-_.. Flrsr UPC IsC5£AOSS Type �W SERIES • Diamilg drivers are arandmd with Cer6Haations 0 URBCANOL ) TURTLE FRIENDLY . co ln6ctions for sn mal rimming agwpmentcow FTI SPECIFICATIONS �"$ l 1wandad tea 0 The Beacon Urban Nminake Is available with a 1 F , Tl shapes, ares, and optical 3,fitxffiona or emad dlmmhg based on time of night I visit MH Of HIPS, vow.pe}uCoo.'a�.ic .ta:nitavriud .wNe'0 k /D C liora wirslecs control system for reduction In • The drivers shall be baked in the top enew and maintenance coat wNte cast noosing and shall be accessible aptimtang light 9ushhy 24,17. See ordering without tools by hinging the lower shads information or visit asaembiy- The driver and all .6driral i-P.4i 1.33fR components shell be of a may for mare detail, J and AliASne Conservason Commission. piece altmdnumspsTnirgg z • The housing Is designed for LEC? thermal . IFS poll~powder-coat management without the use of metallic clowasstaidaily applied and trmmrocured, i . IFS finish Coollafs or a!Ive stage shall ba able to be pendent mounted in pretreatment regiman with a poFj nor primer piece wkh a stemless start safety pin end sear and top Coated with athermoset super than permani held in place with four TGIG polyester powder coat tinlsh. Nj D �•.�..�+ performance epsaTltstion wi ich ii.d des I passing a 3000 her sail Sidney lace for N Accessories LL. • - proteNs the Mounting 112" male threads. Mounts into any standard )-box or: / 11 - O ftm. excess ive tet $dtP O}ICeB,i`R #ei:f]ClYittae, Th&daulCe durO -•.-,GS2BC Heavy-duty ground spike with cast brass _T1 Shell activate at a specific, fectory-preset � LO D -'- - < for telescoping riser 7a'-MRr15 21"-MFifi G54 Standard ground spike with cost brass cap over a finite tearrosstreurs ends. A kIminai equipped with the devIce my be regally , _y Noun "th ntastrw aVIM I&W ERk lM k• l�•� operated in any amblatt temperature up to C- EPA 14Z ft' 361a M 4-J i Rate of patina and eventual War is dependent upon climate and proximity to 4["t. 1-L the ocean, Thus, Beachside does not guarantee any specific appearance. and undetectable be the eye, Thermal einarm 4 � I ( M 12D9 stem 1 171 L/')W 1 � J71 CSA Listed, file #190030 t4xss-sa:lw reads w, 10 year fixture warranty interruption ion >f He Power Supply. or ISu nY � X n; Lamp V10.3m2'IO.6m 3'I0.9im r rt string to We tlIth The F %- 012 fox 2.69 1.34 0.75 a able other 10V be adle to cc�Occupy wins enters. 0.11 '�...____ 0.;6t2 0,29 0,14 -. corstra ext control devises Occupancy senses, external I, 4 10H 211 1.04 0.59 033 01818.OE^�- d'iram.ra, etc j. 20H 1 620 2.88 9.65 2g•.. p,Rgg 0.20 35ft- 1314 7- 3.80 1.81 0,56 , i 033 EPA 1::7 K 2.22 0.97 2, Project By Date 40 tis R -003A - _ Fixture Stem Height Lamp Accessory(les) BEACHSIDE LIGHTING • 500.403-5732 • ww Asacdalde-ightin.cam u .. ,-= R l\` r. TL C/-� N i f VIV:�'�.r. i L c8bC0N CURB x ' SITE PLAN CONCRE1 _ Electrical corrosion realstari and resists cracking or lass of adhesion par A8T IA 0522 and racists InPutYolugP Dust (17.011401V Product/Ordering Information SKS _-_.. Flrsr UPC IsC5£AOSS 5p�iflrations _ _ FAatarial Srfi1NL_SSST'EEL K~ Nates: T"F eN..Y,tN.:Lbr3f➢dUf,Ohkl dd139-sato S}frtRxlna: Mn'-ntlGd issue°-^.tofk9 E Ripa:.d'.'d, TCf9Bei :5B.570-kO@!AnveL9giaa 6�1,n Csvdlypemh4ri! di ttCgr 2111. yrmp&,bns. z? maa�,! :c;ni*rn: Thor :,r>an-e41�'aa'.6a: w'eaan*ore sen ea^ensruMwmwis firn'F:erxa cry H O 00 (J)o EUGE OF PAVEMENT -i�I O- ZI PATH LIGHT TYP. I STEP LIGHT TYP. WALL MOUNT LIGHT TYP. _.__..... POLE LIGHT TYP. _ X edit assanati + 1 WV through 2T7V, 50 Her to 60 W (UMI,, a corrosion realstari and resists cracking or lass of adhesion par A8T IA 0522 and racists URBAN G&# (A) Job stHat;a irrgaatds of up to t 6th ❑wit-pPWtda, Type �W SERIES • Diamilg drivers are arandmd with Cer6Haations - R eadShone _._..� URBCANOL ) TURTLE FRIENDLY . co ln6ctions for sn mal rimming agwpmentcow • D�gIU9hts Corlsatiurn (DLC} qualified, SPECIFICATIONS �"$ l 1wandad tea Cont'dwoPnansi The Beacon Urban Nminake Is available with a • Available with Energanl for optional set choice of dHtararlt LED svalt iga configuratiora, dim mirg, timed dimn Ong with atmpl® delay, shapes, ares, and optical 3,fitxffiona or emad dlmmhg based on time of night designed to replace HIO lkdtlitg up to 400W visit MH Of HIPS, vow.pe}uCoo.'a�.ic .ta:nitavriud .wNe'0 CSA223+1250, f8 -tor far oat locatlorts • Urbon cert be Specified with BtieaRyna a C liora wirslecs control system for reduction In • The drivers shall be baked in the top enew and maintenance coat wNte cast noosing and shall be accessible aptimtang light 9ushhy 24,17. See ordering without tools by hinging the lower shads information or visit asaembiy- The driver and all .6driral i-P.4i 1.33fR components shell be of a may for mare detail, • The fowler shat a snag be made front a ams, and AliASne Conservason Commission. piece altmdnumspsTnirgg Ratter • The housing Is designed for LEC? thermal . IFS poll~powder-coat management without the use of metallic clowasstaidaily applied and trmmrocured, srxsens, cages, or farts. Tire top casting . IFS finish Coollafs or a!Ive stage shall ba able to be pendent mounted in pretreatment regiman with a poFj nor primer piece wkh a stemless start safety pin end sear and top Coated with athermoset super than permani held in place with four TGIG polyester powder coat tinlsh. stairdeas alert b ts. . The firesit meets tlteAAMA 2604 �•.�..�+ performance epsaTltstion wi ich ii.d des Reehdeak passing a 3000 her sail Sidney lace for -i�I O- ZI PATH LIGHT TYP. I STEP LIGHT TYP. WALL MOUNT LIGHT TYP. _.__..... POLE LIGHT TYP. _ X edit assanati + 1 WV through 2T7V, 50 Her to 60 W (UMI,, a corrosion realstari and resists cracking or lass of adhesion par A8T IA 0522 and racists tiTit The R -003A pathlight Ie a durable fixture made from brass and copper:. It Is (A) 347V a 4EOV input. + Power factor 1.'13.90 at firl lad.. stHat;a irrgaatds of up to t 6th ❑wit-pPWtda, 12 �W 1936 San Marco Blvd., Suite 101 • Diamilg drivers are arandmd with Cer6Haations - R eadShone _._..� STRUCTURAL ENGINEER: . co ln6ctions for sn mal rimming agwpmentcow • D�gIU9hts Corlsatiurn (DLC} qualified, 0 > o �"$ l O availabis upon requent. • Calnpolerd-tor-axrtorlrelR wring within Sha cos 0 DLC -bails for more details: httpJ! www.desYgNy111m.ag1QPL / (n o - lumimie may carry oo nets limn W% o . NRTL Certified ULB760, DL 1596 and t___,__.._......... Jacksonville Beach, FL 32250 12 12' [30 cm] ci load and a I. -Aad by UL for Imo at CSA223+1250, f8 -tor far oat locatlorts _,, ® - =VAC at SVC .IDA approved Sewnv epepwal ataw �vsis 21ri.P Z + ectahigher. PlugdisconnectsIg listed er.13by UL for uaa at. t YAG, 134 or. rAghar. l3AradigapPldsto •This product le approved by tna Elands Fish i-P.4i 1.33fR EPs: 1948 35 be til primary (AC) aid. only and AliASne Conservason Commission. 40106 • Fixture electrical coma -ft ernt stood Domain nil - . Got G6.35IGY6,35 10H 10 Watt Halogen Pole Light - Right of Way LED dryer comtxarsnte. +B phgiped gylo• Five year lim datl wary" for mor information WC,- Shfe Beacon Products - WLCN 2018-038 (CSA bated for 3AI 35H 35 Watt Halogen • Amine m tern operating Peeature -40°G [0 40°C vlali: r. .. . �•.�..�+ I +Surge protection -WKA. ower-h:R^.°x:IlBulCnel cvsntrurn• •�`5xrmrrarltu N Accessories LL. • - proteNs the Mounting 112" male threads. Mounts into any standard )-box or: / 11 4 ftm. excess ive tet $dtP O}ICeB,i`R #ei:f]ClYittae, Th&daulCe durO -•.-,GS2BC Heavy-duty ground spike with cast brass UV Shell activate at a specific, fectory-preset � z -'- - temperva re, end pogreesh ity reduce power for telescoping riser 7a'-MRr15 21"-MFifi G54 Standard ground spike with cost brass cap over a finite tearrosstreurs ends. A kIminai equipped with the devIce my be regally Noun "th ntastrw aVIM I&W ERk lM k• l�•� operated in any amblatt temperature up to C- EPA 14Z ft' 361a M 4-J SrfO 031•F). Cparation shall be smooth Rate of patina and eventual War is dependent upon climate and proximity to 4["t. 1-L the ocean, Thus, Beachside does not guarantee any specific appearance. and undetectable be the eye, Thermal einarm U R -003A an designee .ng a m "wait on-, allowing due Urni sire, 12D9 stem 1 171 L/')W IP66 � vrevett to htl nine ovatt of an o CSA Listed, file #190030 t4xss-sa:lw reads MADE IN USA 10 year fixture warranty interruption ion >f He Power Supply. or ISu nY � R -003A Horizontal Footcandles at Radius from Fixture base with Standard 12" Stein Height Lamp V10.3m2'IO.6m 3'I0.9im 4'1i2m 8'11.5ne string to We tlIth The 3W_G4 160. 1,BT ts;6 %- 012 fox 2.69 1.34 0.75 a able other 10V be adle to cc�Occupy wins enters. 0.11 '�...____ 0.;6t2 0,29 0,14 -. corstra ext control devises Occupancy senses, external 1.05 o.W 0.23 10H 211 1.04 0.59 033 01818.OE^�- d'iram.ra, etc j. 20H 1 620 2.88 9.65 2g•.. p,Rgg 0.20 35ft- 1314 7- 3.80 1.81 0,56 , i 033 EPA 1::7 K 2.22 0.97 _ 0,47 Project By Date 40 tis R -003A - _ Fixture Stem Height Lamp Accessory(les) BEACHSIDE LIGHTING • 500.403-5732 • ww Asacdalde-ightin.cam MArt -C.-Selina ,-= R l\` CERTIFIC1lrI0NSIl1STINSS a � MAF aw 3hn'xitn -pt :onel9RNY2 ties at' EM,tMit' C US _ EPA' 1.25 IF 361. 40 o Bedpan Products 2041 68N1 Avenue Circle Fast Braderremt, RL 34203 s Phone: 800-345.4926 ° 14UB6ELL Oce to ow pah.teds(#�kt.'oveeveproducts, "Mspe.1flodins are Bolden m change with.t nofira, uslia:4ne 0 W WAM PRODUCTS, Prusd:,.SA JULY 11,211179,31AM Project By Date For ordering purposes, please specify (example: E9-RCL-CR-3Nf-f1FL-PR) E9 -RCL- _ m Fixture Lamp Accessory{ies) BEACHSIDE UGHTING • 800-406-6732 • www.9eadwldaU9tan9-osm 04P2046 WOOD STEPS vuatranty: 10 year bxturre 5 year LkD tllodula, 3 year MH11 LED lamp MADE IN USA Project �. By _ Date Forordering purposes, please specify (example: E3-RL-24-MR11-NFL--DM } E3 -RL Fixture Lamp I Beam Accessory BEACHSIDE LIGHTING •800-400-6732 (A) -003 SYMBOL Lu m O X The R -003A pathlight Ie a durable fixture made from brass and copper:. It Is (A) O O Ideal for walkway and area lighting in any landscape theme and location. 12 �W 1936 San Marco Blvd., Suite 101 Beachside Lighting - WLCN 2018-029 � Z www.cronkduch.com STRUCTURAL ENGINEER: R300A- 3W Amber LED 4745 Sutton Park Ct. Ste. 204 F_ 0 > o �"$ l O M -j a s `r 1 ill •S (n o _T1O r-- SURVEYOR: v-, r OIN Jacksonville Beach, FL 32250 12 12' [30 cm] O0 COASTAL PERMITTING MANAGER: (0 m ® Z � N O 310 W. College Ave., Suite 211 z Z I<FT-I o f FTI til =r w r 2 (A) -003 SYMBOL MANUFACTURER/MODEL/DESCRIPTION The R -003A pathlight Ie a durable fixture made from brass and copper:. It Is (A) LC0000391 Ideal for walkway and area lighting in any landscape theme and location. 12 Construction All brass components. 10 schedule 40 brass stem. 1936 San Marco Blvd., Suite 101 Beachside Lighting - WLCN 2018-029 18 -gauge copper shade, underside powdemoated whin.: www.cronkduch.com STRUCTURAL ENGINEER: R300A- 3W Amber LED 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32224 Lena Tempared, frosted glass•- �"$ l GENERAL CONTRACTOR: Voltage 12Vohs AC, Remote transformer required a s `r 1 ill •S Stem Height 12 inches is standard. Available stem heights: www.angelogroup.com SURVEYOR: mm 8 W [20 cm] 1500 Roberts Dr. Jacksonville Beach, FL 32250 12 12' [30 cm] E3-RL-2W-A-FL-CFK (50 deg FLOOD) COASTAL PERMITTING MANAGER: 16 16' [40 cm] -_ ® l 20 20" (51 cm) p: 305-661-3655 310 W. College Ave., Suite 211 Custom heights upon request P: 850 765-4520 www.coastalsystemsint.com . Lamps f 3w -G4 3 watt LED Warren white (2800K) G4 base lox 10 Watt xenon 36i+&ttsmindo a 16X 16 Watt xenon =r w r 2 2OX 20 Waft Xenon (E) Got G6.35IGY6,35 10H 10 Watt Halogen Pole Light - Right of Way 3 WW maximum �_ 20H 20 Watt Halogen Gain C2221-111 - Beacon Products - WLCN 2018-038 (CSA bated for 3AI 35H 35 Watt Halogen (V T t1At 0r Canada) _ 96H 50 Watt Halogen I Optical HSR Half shield far 180" illumination s'S loorml Accessories LL. Mounting 112" male threads. Mounts into any standard )-box or: 11 Accessories _GS2 Heavy-duty ground spite -•.-,GS2BC Heavy-duty ground spike with cast brass UV cap � z _G83R Heavy-duty ground spike with brass cap for telescoping riser m 9s.a^r41.Sem7 G54 Standard ground spike with cost brass cap U _ JB Cast brass junction box l�•� Finish: Unfinished is standard; no spedfirreflorl required. The fixture will C- J we8litarto a natural patina- The paFiris process is natural with brass and copper. M 4-J LL Rate of patina and eventual War is dependent upon climate and proximity to < 1-L the ocean, Thus, Beachside does not guarantee any specific appearance. U R -003A an Welght 3.1 lbs [h.4 kg] 12D9 stem 1 171 L/')W IP66 � 0 CSA Listed, file #190030 � MADE IN USA 10 year fixture warranty � R -003A Horizontal Footcandles at Radius from Fixture base with Standard 12" Stein Height Lamp V10.3m2'IO.6m 3'I0.9im 4'1i2m 8'11.5ne 6'11,8m 3W_G4 160. 1,BT ts;6 e0;4't U27 012 fox 2.69 1.34 0.75 0.46 - 0.23 0.11 151( 4,00 '.: 1.51 1i07 0.;6t2 0,29 0,14 -. 3.22 185 1.05 o.W 0.23 10H 211 1.04 0.59 033 01818.OE^�- W• a' '. Im TATE n 20H 1 620 2.88 9.65 0.81 0.46 0.20 35ft- 1314 7- 3.80 1.81 0,56 , i 033 50H 16.95 8.80 420 2.22 0.97 _ 0,47 Project By Date For ordering purposes, please specify (example: R-W3A-12-20H-HSR--G82) R -003A - _ Fixture Stem Height Lamp Accessory(les) BEACHSIDE LIGHTING • 500.403-5732 • ww Asacdalde-ightin.cam X WOOD WAL-K LIGHTING SCHEDULE ADDITIONAL NOTES: 1. LANDSCAPE ARCHITECT TO FLAG LOCATE ALL LOW VOLTAGE ACCENT AND PATH LIGHTING IN FIELD PRIOR TO INSTALL. 2. PROVIDE AUTOMATIC LIGHTING CONTROLS TO TURN SYSTEM ON AND OFF. 3. MOUNTING OF ALL FIXTURES SHALL BE PER MANUFACTURER RECOMMENDATIONS. 4. EXACT LOCATION OF TRANSFORMERS TO BE DONE IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT. 5. ALL LOW -VOLTAGE WIRE (10-2 OR 12-2 GAUGE) TO BE RAN THROUGH CONDUIT. 6. REQUIRED SLEEVING CONDUIT TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. 7. POOL LIGHTING (TO BE DETERMINED). REeruiuemvwemi nm�10 5' 10' 20' 0 ML+H SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL (A) LC0000391 Path Light 12 CRONK DUCH ARCHITECTURE 1936 San Marco Blvd., Suite 101 Beachside Lighting - WLCN 2018-029 p: 904-626-3454 www.cronkduch.com STRUCTURAL ENGINEER: R300A- 3W Amber LED 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32224 p: 904-242-0908 16" Stem Height GENERAL CONTRACTOR: (6) ® Wall Mount Light 17 www.angelogroup.com SURVEYOR: Beachside Lighting - WLCN 2018-029 1500 Roberts Dr. Jacksonville Beach, FL 32250 p: 904-241-8550 E3-RL-2W-A-FL-CFK (50 deg FLOOD) COASTAL PERMITTING MANAGER: (C) ® Step Light 54 p: 305-661-3655 310 W. College Ave., Suite 211 Beachside Lighting - WLCN 2018-029 P: 850 765-4520 www.coastalsystemsint.com W E9 -RCL -5W -A -NFL (p) =r 60OW Transformer 2 Kichler - 15CS60OSS (Stainless Steel) (E) Pole Light - Right of Way 3 0 Beacon Products - WLCN 2018-038 (V Urban LED - MRDS-2I-AMB - 48E2-85-UNV-PEC277-T2-NRNW-DBT ADDITIONAL NOTES: 1. LANDSCAPE ARCHITECT TO FLAG LOCATE ALL LOW VOLTAGE ACCENT AND PATH LIGHTING IN FIELD PRIOR TO INSTALL. 2. PROVIDE AUTOMATIC LIGHTING CONTROLS TO TURN SYSTEM ON AND OFF. 3. MOUNTING OF ALL FIXTURES SHALL BE PER MANUFACTURER RECOMMENDATIONS. 4. EXACT LOCATION OF TRANSFORMERS TO BE DONE IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT. 5. ALL LOW -VOLTAGE WIRE (10-2 OR 12-2 GAUGE) TO BE RAN THROUGH CONDUIT. 6. REQUIRED SLEEVING CONDUIT TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. 7. POOL LIGHTING (TO BE DETERMINED). REeruiuemvwemi nm�10 5' 10' 20' 0 ML+H Marquis Latimer+ Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LC0000391 CONSULTANT TEAM: ARCHITECT: CRONK DUCH ARCHITECTURE 1936 San Marco Blvd., Suite 101 Jacksonville, FL 32207 p: 904-626-3454 www.cronkduch.com STRUCTURAL ENGINEER: LOU PONTIGO & ASSOCIATES, INC. 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32224 p: 904-242-0908 www.lp-a.com GENERAL CONTRACTOR: THE ANGELO GROUP 11363 San Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p: 904-268-2247 www.angelogroup.com SURVEYOR: BOATWRIGHT LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL 32250 p: 904-241-8550 www.boatwrightland.com COASTAL PERMITTING MANAGER: COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661-3655 310 W. College Ave., Suite 211 Tallahassee, FL 32301 P: 850 765-4520 www.coastalsystemsint.com W U z m 0 (V W LL. 11 UV _ � z U m f= U l�•� C- J /W W M 4-J LL < 1-L z U v L/')W Ln � 0 � z z � w � 00 O DC f., C T C-6 ? 666 11 W• a' '. Im TATE n : �f OF JEREM ORION LIC. # 6 SEAL DRAWN BY: GC CHECKED BY: JM PROJECT MANAGER: JM REVISIONS: CcAB PERMIT SUBMITTAL 07/30/2019 DE P SU BM ITTAL SET 06/24/2019 SYM DESCRIPTION DATE SIZE: ARCH E1 PRIME PROJECT NO.: ML+H PROJECT NO.: 19.09.0 DRAWING SCALE: AS SHOWN DRAWING NO.: L-5.1 Marquis Latimer+ Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LCO000391 CONSULTANT TEAM: ARCHITECT: CRONK DUCH ARCHITECTURE 1936 San Marco Blvd_, Suite 101 Jacksonville, FL 32207 p:904-626-3454 www.cronkduch.com STRUCTURAL ENGINEER: LOU PONTIGO & ASSOCIATES, INC. 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32.2.24 p: 904-242-0908 www.lp-a.com GENERAL CONTRACTOR: THE ANGELO GROUP 11363 San Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p:904-268-2247 www.angelogroup.com SURVEYOR: BOATWRIGHT LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL 32.250 p: 904-241-8550 www.boatwrightland.com COASTAL PERMITTING MANAGER: COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661-3655 310 W. College Ave., Suite 211 Tallahassee, FL 32301 p:850-765-4520 www.coastalsystemsint.com CHECKED BY7 PROJECT MANAGER REVISIONS: 10 J CoAB PERM IT SUBMITTAL 0-7,/30/2019 DEP SUBMITTAL SET 06/24(2019 .i: DE-R.IrT'',ON DATE dZE: ARCH E1 'RIME PROJECT NO.: AL+H PROJECT NO.: 19.o9.o - )RAWING SCALE: AS SHOWN )RAWING NO.: . ti TYPE 'B' CURB TYP. CU O M O ;u O (A0 G t wUM DECK #5 4' o° SITE PLAN X X Lot Coverage Calculations Max Allowed - 50% Impervious Area Total Lot Area - 12,439.60 sq.ft. Areas (sg.ftj: Suildines: Main House 2885 Garage#1 576 Garage#2 320 Columns (7) 7 TOTAL 3785 Driveways: Wood Deck#2 - Pool Upper driveway#1 O Driveway#2 GARAGE #: -193.03 TOTAL 526.06 Walkways/Seating Area: � O Front/Side (Walkway 1) t Seating Area 1 254.92 TOTAL 1393.92 Site Walls: D Site Wall#1 104.66 Site Ml 11#2 97.88 TOTAL 202.54 Seat/Internal Retain Walls: Retaining Wal I#1 27.28 Retaining Wall#2 48.6 n� O 597 sf Pool Caping 77jR Turf Area Retain Wall: GRANITE Retain Wall #3 (@12"w) 1(]8.633 Mechanical Eq. Pads: i- D� D A/C Pads RIS E- '0� Generator Pad AGGREGATE TYP. PoolEq.Pad TURF AREA TOTAL 99.08 Total Impervious Area 61$4.28 0 00 4 sf 15 ROW - Concrete Pad (Bike Racks) TYP. F1 _67I r 951 sf 17 DI 386 sf 18 Mechanical Equipment Concrete Pads 99 sf W F FE; +16.0E z 0 r Q 1 fV � n� � m W U_ O- 17 � Y r 11 z Z U � Q J 45'-2 co f w Ll_.I CO I U cn Q 9 Q w Q C z U w Q) oc C7 0 Ln O oc i r A l:; G n 671 0 Z ST 7- *'. O C7 LIG #k-.66 SEAL DRAWN BY: GC _CH CKED BY: JM Z PROJECT MANAGER: JIM REVISIONS: A/C CONDENSER X O WALKWAY #1 UNIT PAD X X 3.5' PICKET FENCE TYP. COLUMN GENERATOR PAD- 7 M CoAB PERMITSUBMITTAL ,. 7'_6" DEP SUBMITTALSET 06/24/2019 SYM DESCRIPTION DATE _ PRIME PROJECT NO.: ML+H PROJECT NO.: 19.o9.0 DRAWING SCALE: AS SHOWN X DRAWING NO.: L-2.1 , . 2 TURF""AREA L„ N - \ LAN DSC PIE " ,TYP. , . x_ YP a: i j s 3 : f 3 I s 3 fs w L IFFE: +16 00' GARAGE #1 � - 17NAVD CU O M O ;u O (A0 G t wUM DECK #5 4' o° SITE PLAN X X Lot Coverage Calculations Max Allowed - 50% Impervious Area Total Lot Area - 12,439.60 sq.ft. Areas (sg.ftj: Suildines: Main House 2885 Garage#1 576 Garage#2 320 Columns (7) 7 TOTAL 3785 Driveways: Wood Deck#2 - Pool Upper driveway#1 434.66 Driveway#2 GARAGE #: -193.03 TOTAL 526.06 Walkways/Seating Area: Wood Deck #6 Front/Side (Walkway 1) t Seating Area 1 254.92 TOTAL 1393.92 Site Walls: TOTAL PERVIOUS 6255.32 Site Wall#1 104.66 Site Ml 11#2 97.88 TOTAL 202.54 Seat/Internal Retain Walls: Retaining Wal I#1 27.28 Retaining Wall#2 48.6 TOTAL 75.88 Pool Coping/Structure: 597 sf Pool Caping 77jR Turf Area Retain Wall: GRANITE Retain Wall #3 (@12"w) 1(]8.633 Mechanical Eq. Pads: ROW - 'Type B' Concrete Curb A/C Pads RIS E- '0� Generator Pad AGGREGATE TYP. PoolEq.Pad TURF AREA TOTAL 99.08 Total Impervious Area 61$4.28 �� 4 sf 15 ROW - Concrete Pad (Bike Racks) TYP. F1 _67I r 951 sf 17 Driveways - Turf Block Pervious Pavers 386 sf 18 Mechanical Equipment Concrete Pads 99 sf W F FE; +16.0E Q 1 fV N>tlVD � m W U_ LL 17 � Y r 11 z U � Q J 45'-2 co f w Ll_.I CO ca U cn Q 9 Q w Q z U w Q) oc °° 0 Ln oc CU O M O ;u O (A0 G t wUM DECK #5 4' o° SITE PLAN X X Lot Coverage Calculations Max Allowed - 50% Impervious Area Total Lot Area - 12,439.60 sq.ft. Areas (sg.ftj: Suildines: Main House 2885 Garage#1 576 Garage#2 320 Columns (7) 7 TOTAL 3785 Driveways: Wood Deck#2 - Pool Upper driveway#1 434.66 Driveway#2 95.4 Pe rvi o u s Pave rs -193.03 TOTAL 526.06 Walkways/Seating Area: Wood Deck #6 Front/Side (Walkway 1) 1139 Seating Area 1 254.92 TOTAL 1393.92 Site Walls: TOTAL PERVIOUS 6255.32 Site Wall#1 104.66 Site Ml 11#2 97.88 TOTAL 202.54 Seat/Internal Retain Walls: Retaining Wal I#1 27.28 Retaining Wall#2 48.6 TOTAL 75.88 Pool Coping/Structure: 597 sf Pool Caping 77jR Turf Area Retain Wall: EEI Retain Wall #3 (@12"w) 1(]8.633 Mechanical Eq. Pads: ROW - 'Type B' Concrete Curb A/C Pads 38.33 Generator Pad 28.75 PoolEq.Pad 32 TOTAL 99.08 Total Impervious Area 61$4.28 50%= 6219.8 TOTAL LOT AREA 12439.6 5DX LOT AREA 6219.8 Proposed= 49.71% * Pervious Turf Block Pavers (501% Reduction) Difference= -35.52 ' Items Counted as Pervious Areas (sq.ft.): CoAB PERVIOUS AREAS: Wood Decks Iger 2" Ahnve C;radah Wood Deck#1 106,67 Wood Deck#2 - Pool Upper 874,36 Wood Deck#3 - Pool Lower 579.85 Wood Deck#4 52.92 Woad Deck #5 17416 Wood Deck #6 48.81 TOTAL 1836.77 DESCRIPTION Pool WaterArea: 01 Water Area 597.31 02 Landscape Area: 140 sf Remaining Area 3821.24 123 sf Total Pervious Areas 2434.x8 per CoAB rep, TOTAL PERVIOUS 6255.32 Seat/Retaining Walls (Frangible) PERCENTAGE 50.29% LOT COVERAGE CALCULATIONS BREAKDOWN: - TOTAL LOT AREA 12,439.60 sq.ft. - 49.71% IMPERVIOUS AREA (6,184 sq.ft.) REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION CITY DETAIL 01 Paver Walkways/Patios 1,394 sf 02 Driveway Paver Areas - Property 140 sf 30 Driveway Paver Areas - ROW 123 sf ® Site Boundary Masonry Walls (Frangible) 203 sf 05 Seat/Retaining Walls (Frangible) 76 sf © Retaining Wall (Frangible) w/ Cap @ Raised Turf Area 108.83 sf 07 Pool Coping 183 sf ® Pool - Water Area 597 sf 90 Wood Decks 1,784 sf EEI Wood Decks - Dune Walkover 274 sf 11 ROW - 'Type B' Concrete Curb 85 sf 12 ROW - 12" Concrete Flush Ribbon Curb 48 sf EUI ROW - 9" Concrete Flush Ribbon Curb 141 sf 14 ROW - 6" Concrete Flush Ribbon Curb 4 sf 15 ROW - Concrete Pad (Bike Racks) 77 sf F1 _67I ROW - Turf Block Pervious Pavers 951 sf 17 Driveways - Turf Block Pervious Pavers 386 sf 18 Mechanical Equipment Concrete Pads 99 sf ADDITIONAL NOTES: - PER THE CITY OF ATLANTIC BEACH, IMPERVIOUS AREAS NOT TO EXCEED 50% OF TOTAL PROPERTY AREA. - SEE SHEET'L-1.3 - GRADING & DRAINAGE PLAN' FOR MORE INFORMATION REGARDING STORMWATER MANAGEMENT. JOB COPY �IIAl11AI NIAl11AN11BY IIIIIANI t t t OML+H Marquis Latimer+ Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LC0000391 CONSULTANT TEAM: ARCHITECT: CRONK DUCH ARCHITECTURE 1936 San Marco Blvd., Suite 101 Jacksonville, FL 32207 p: 904-626-3454 www.cronkduch.com STRUCTURAL ENGINEER: LOU PONTIGO & ASSOCIATES, INC. 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32224 p: 904-242-0908 www.lp-a.com GENERAL CONTRACTOR: THE ANGELO GROUP 11363 San Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p: 904-268-2247 www.angelogroup.com SURVEYOR: BOATWRIGHT LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL 32250 p: 904-241-8550 www.boatwrightland.com COASTAL PERMITTING MANAGER: COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661-3655 310 W. College Ave., Suite 211 Tallahassee, FL 32301 p: 850-765-4520 www.coastalsystemsint.com W U z W m Q fV � m W U_ LL � � z U � Q J co w Ll_.I CO ca U cn Q 9 Q w Q z U w Q) oc °° 0 Ln oc i r A l:; G n 671 0 ST 7- *'. O JERE Add' t A' LIG #k-.66 SEAL DRAWN BY: GC _CH CKED BY: JM PROJECT MANAGER: JIM REVISIONS: CoAB PERMITSUBMITTAL 07/30/2019 DEP SUBMITTALSET 06/24/2019 SYM DESCRIPTION DATE SIZE: ARCH E1 PRIME PROJECT NO.: ML+H PROJECT NO.: 19.o9.0 DRAWING SCALE: AS SHOWN DRAWING NO.: L-2.1 1 IOLIK Y X JOB COPY Marquis Latimer + Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LCO000391 CONSULTANT TEAM: ARCHITECT: CRONK DUCH ARCHITECTURE 1936.San Marco Blvd., Suite 101 Jacksonville, EL 32207 p: 904--626 3454 www.crorikducii.com STRUCTURAL ENGINEER: LOU PON TIGO & ASSOCIATES, INC:. 4745 Sutton Park CL. Ste. 204 Jacksonville, FL 32224 p: 904-242-0908 www.lp-a.com GENERAL_ CONTRACTOR: THE ANGELO GROUP 11363 Sari Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p: 904-268-2247 www.angelogroup.corn SURVEYOR: BOATWRIGHT- LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL. 32250 p: 904-241.-8550 www.boatwrighLland.com COASTAL PERMITTING MANAGER: COASTAL SYSTEMS INTERNATIONAL., INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661--3655 310 W. College Ave., Suite 21:1 Tallahassee, FL 32301 p: 850-765-4-5)20 www.coastalsystemsint.com % E� PLANTJERE • .....A. LIC. # 667 SEAL TREE REQUIREMENTS: ADDITIONAL NOTES: DRAW�1 BY: GC TOTAL LOT AREA = '121439.60 SQ.FT. I _ TREES BOTANICAL/ COMMON NAME CONT SIZE QTY KED BY: �I— JM ` 2,439.60 / 2,500 = —4.98 (TOTAL OF 5 TREES REQUIRED) 1. CONTRACTOR SHALL PROVIDE LANDSCAPE BED PREPARATION, INCLUDING REMOVAL AND DISPOSAL OF EXISTING LANDSCAPE AND TREES. CONTRACTOR SHALL PULL ANY APPLICABLE PROJECT MANAGER: � ire.. BM Bambusa malingensis / Seabreeze Bamboo 65 gal. 6 �7:1 RATIO PALMS TO SUBSTITUTE TREE @MIN. 8' CLEAR PERMITS, SUCH AS TREE REMOVAL PERMIT. PM *Phoenix dactylifera `Medjool` /Date Palm B&B 18 CT. 3 TRUNK.Rm Rhaphiolepis x `Montic` / Magestic Beauty Indian Hawthorn 65 gal. 2 2. AT THE COMPLETION OF WORK, CONSTRUCTION TRASH AND DEBRIS SHALL BE REMOVED AND DISTURBED AREAS SHALL BE FINE -GRADED AND LANDSCAPED WITH SHRUBS, GROUND -- --.--..-----.. REVISIONS: ------- -- - - Ss * Saba! palmetto/ Cabbage Palmetto B&B 8°-15` CT. 19 - TOTAL PALMS REQUIRED 10 COVER, GRASS OR TWO INCHES OF MULCH. XI * x Butiagrus nabonnandii/ Mule Palm B&B 8' CT. 3 - FOTAL PALMS REMOVED (36) INCLUDING WITHIN f'�IGHT-OF-WAY. SEE SHEET'L-0.1 - EXISTING SITE CONDITIONS & 3. SPRAY DOWN BASE OF BUILDING TO REMOVE SOIL FROM CONSTRUCTION ACTIVITIES. SHRUBS BOTANICAL/ COMMON NAME CONT QTY IMPACTS TO EXISTING VEGETATION'. AB Acca sellowiana `Bambina` / Dwarf Pineapple Guava, Feijoa3 gal. 11 - `?0% OF PALMS REMOVED TO BE MITIGATED = 18 4. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II," FLORIDA —--^�- DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. BK Bougainvillea x 'Barbara Karst' / Barbara Karst Bougainvillea 15 gal 2 5. TREES AND PALMS WILL BE BRACED AND ANCHORED TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SPECIFICATIONS OR COASTAL SITUATIONS. CU Coccoloba uvifera / Sea Grape 7 gal 11 - -FOTAL PALMS PROPOSED = 25 - -- HS Hibiscus rola-sinensis `Seminole Pink` / Seminole Pink Hibiscus 7 gal 3 (12) -FO BE PLANTED WITHIN THE PROPERTY 6. ALL TREES AND SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH THEY ARE PLANTED. BERMS ARE TO BE CONSTRUCTED AT RIGHT IS Ilex vomitoria 'Schillings'/ Schillings Holly 3 gal. 50(13) TTO BE PLANTED WITHIN THE RIGHT-OF-WAY ANGLES TO THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOST EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT. NP Nerium oleander `Petite Pink` /Petite Pink Oleander 7 gal 6 _---__-- _- PM2 Podocarpus macraphyllus maki /Shrubby Yew 15 gal 3$ 7. A MINIMUM OF TWO-INCH LAYER OF ORGANIC MULCH SHALL BE APPLIED AND MAINTAINED IN ALL TREE PALM SHRUB, AND GROUND COVER PLANTING AREAS. --- ---.-...---- ------------------------ PV Pyrastegia venusta /Flame Vine 7 gal 4 8. WEEDS ARE TO BE ADEQUATELY AND PROPERLY TREATED AND REMOVED PRIOR TO LANDSCAPE INSTALLATION. ALL SOIL AMENDMENTS SHOULD BE CERTIFIED AS WEED -FREE FROM THE SR Strelitzia reginae / Bird Of Paradise 15 gal 3 SUPPLIER. TC Trachelospermum jasminoides 'Confederate'/ Confederate Jasmine 3 gal. (Trellis) 10 9. LANDSCAPE MATERIAL IS TO BE MAINTAINED BY THE LANDSCAPE CONTRACTOR (INCLUDING MOWING, PRUNING, AND WEEDING) UNTIL PLANTING IS APPROVED BY THE LANDSCAPE _ ARCHITECT. THE LANDSCAPE CONTRACTOR MUST PROVIDE: (A.) A WARRANTY ON ALL TREES AND PALMS FOR A PERIOD OF 12 TWELVE SHRUB AREAS BOTANICAL /COMMON NAME CONT SPACING QTY ( ) MONTHS. (B.) A WARRANTY ON ALL SHRUBS AD Asparagus densiflorus `Myers° /Myers Asparagus 3 gal 18'° o.c. 100 AND GROUNDCOVERS FOR A PERIOD OF (12) TWELVE MONTHS. (C.) GUIDELINES FOR PROPER MAINTENANCE. BH CoAB PERMITSUBMIT-AL C7/30/2C19 Bougainvillea x `Helen Johnson` / Compact Bougainvillea 1 gal 24" o.c. 8 Bo Bulbine frutescens `Orange African' /Bulbine 1 gal 20" o.c. 52 10. TREES SHALL NOT BE PLANTED CLOSER THAN 7.5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES; ADJUST IN THE FIELD IF NEEDED. UEPSUBMITTALSE- 05/24/2015 CO SYn: DESCRIFTiON GATE Crossandra infundibuliformis °Orange Marmalade'/ Firecracker Flower 1 gal 18" o.c. 38 11. BALLED AND BURLAPPED STRAPPING WIRE, AND ANY SYNTHETIC MATERIAL, SHALL BE REMOVED PRIOR TO FINAL INSPECTION. WIRE BASKETS SHOULD BE PULLED AWAY FROM THE TRUNK. HD Helianthus debilis / Dune Sunflower 1 gal 30" o.c. 51 12. CONTRACTOR SHALL SCARIFY SOIL TO A DEPTH OF 12" IN AREAS WITH COMPACTED SOILCONTRACTOR SHALL EXCAVATE AND LL . DISPOSE OF ALL STONE, DEBRIS AND BASE MATERIAL FROM SIZE: ARCH E1 Leonotis leonurus /Lion`s Tail 3 gal 30" o.c. 9 MPRIME PROJECT C Muhlenbergia capillaris / Pink Muhly 3 gal 36" o.c. 80 PREVIOUS PARKING AREAS. BACK FILL WITH TOP SOIL WITH HIGH ORGANIC CONTENT AND CERTIFIED WEED FREE. __ NO.: ML+H PROJECT NO.: 1.9.09.0 _ GROUND COVERS BOTANICAL/ COMMON NAME CONT QTY F1 MIM 7171 1=ilili 19DRAWING SCALE: AS SHOWN' ZE Zoysia japonica `Empire` /Korean Grass DRAWING NO.: Sod 1,153 sf 0' S' 10' 20' * Palms counted toward tree and mitigation requirements. SCALE: 1"=10' L-3. cn rn N cn Lij LL U f6 Q� J U W CL fly U LU 75 C1) "> U fr6 QJ Ln % E� PLANTJERE • .....A. LIC. # 667 SEAL TREE REQUIREMENTS: ADDITIONAL NOTES: DRAW�1 BY: GC TOTAL LOT AREA = '121439.60 SQ.FT. I _ TREES BOTANICAL/ COMMON NAME CONT SIZE QTY KED BY: �I— JM ` 2,439.60 / 2,500 = —4.98 (TOTAL OF 5 TREES REQUIRED) 1. CONTRACTOR SHALL PROVIDE LANDSCAPE BED PREPARATION, INCLUDING REMOVAL AND DISPOSAL OF EXISTING LANDSCAPE AND TREES. CONTRACTOR SHALL PULL ANY APPLICABLE PROJECT MANAGER: � ire.. BM Bambusa malingensis / Seabreeze Bamboo 65 gal. 6 �7:1 RATIO PALMS TO SUBSTITUTE TREE @MIN. 8' CLEAR PERMITS, SUCH AS TREE REMOVAL PERMIT. PM *Phoenix dactylifera `Medjool` /Date Palm B&B 18 CT. 3 TRUNK.Rm Rhaphiolepis x `Montic` / Magestic Beauty Indian Hawthorn 65 gal. 2 2. AT THE COMPLETION OF WORK, CONSTRUCTION TRASH AND DEBRIS SHALL BE REMOVED AND DISTURBED AREAS SHALL BE FINE -GRADED AND LANDSCAPED WITH SHRUBS, GROUND -- --.--..-----.. REVISIONS: ------- -- - - Ss * Saba! palmetto/ Cabbage Palmetto B&B 8°-15` CT. 19 - TOTAL PALMS REQUIRED 10 COVER, GRASS OR TWO INCHES OF MULCH. XI * x Butiagrus nabonnandii/ Mule Palm B&B 8' CT. 3 - FOTAL PALMS REMOVED (36) INCLUDING WITHIN f'�IGHT-OF-WAY. SEE SHEET'L-0.1 - EXISTING SITE CONDITIONS & 3. SPRAY DOWN BASE OF BUILDING TO REMOVE SOIL FROM CONSTRUCTION ACTIVITIES. SHRUBS BOTANICAL/ COMMON NAME CONT QTY IMPACTS TO EXISTING VEGETATION'. AB Acca sellowiana `Bambina` / Dwarf Pineapple Guava, Feijoa3 gal. 11 - `?0% OF PALMS REMOVED TO BE MITIGATED = 18 4. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II," FLORIDA —--^�- DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE. BK Bougainvillea x 'Barbara Karst' / Barbara Karst Bougainvillea 15 gal 2 5. TREES AND PALMS WILL BE BRACED AND ANCHORED TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SPECIFICATIONS OR COASTAL SITUATIONS. CU Coccoloba uvifera / Sea Grape 7 gal 11 - -FOTAL PALMS PROPOSED = 25 - -- HS Hibiscus rola-sinensis `Seminole Pink` / Seminole Pink Hibiscus 7 gal 3 (12) -FO BE PLANTED WITHIN THE PROPERTY 6. ALL TREES AND SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH THEY ARE PLANTED. BERMS ARE TO BE CONSTRUCTED AT RIGHT IS Ilex vomitoria 'Schillings'/ Schillings Holly 3 gal. 50(13) TTO BE PLANTED WITHIN THE RIGHT-OF-WAY ANGLES TO THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOST EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT. NP Nerium oleander `Petite Pink` /Petite Pink Oleander 7 gal 6 _---__-- _- PM2 Podocarpus macraphyllus maki /Shrubby Yew 15 gal 3$ 7. A MINIMUM OF TWO-INCH LAYER OF ORGANIC MULCH SHALL BE APPLIED AND MAINTAINED IN ALL TREE PALM SHRUB, AND GROUND COVER PLANTING AREAS. --- ---.-...---- ------------------------ PV Pyrastegia venusta /Flame Vine 7 gal 4 8. WEEDS ARE TO BE ADEQUATELY AND PROPERLY TREATED AND REMOVED PRIOR TO LANDSCAPE INSTALLATION. ALL SOIL AMENDMENTS SHOULD BE CERTIFIED AS WEED -FREE FROM THE SR Strelitzia reginae / Bird Of Paradise 15 gal 3 SUPPLIER. TC Trachelospermum jasminoides 'Confederate'/ Confederate Jasmine 3 gal. (Trellis) 10 9. LANDSCAPE MATERIAL IS TO BE MAINTAINED BY THE LANDSCAPE CONTRACTOR (INCLUDING MOWING, PRUNING, AND WEEDING) UNTIL PLANTING IS APPROVED BY THE LANDSCAPE _ ARCHITECT. THE LANDSCAPE CONTRACTOR MUST PROVIDE: (A.) A WARRANTY ON ALL TREES AND PALMS FOR A PERIOD OF 12 TWELVE SHRUB AREAS BOTANICAL /COMMON NAME CONT SPACING QTY ( ) MONTHS. (B.) A WARRANTY ON ALL SHRUBS AD Asparagus densiflorus `Myers° /Myers Asparagus 3 gal 18'° o.c. 100 AND GROUNDCOVERS FOR A PERIOD OF (12) TWELVE MONTHS. (C.) GUIDELINES FOR PROPER MAINTENANCE. BH CoAB PERMITSUBMIT-AL C7/30/2C19 Bougainvillea x `Helen Johnson` / Compact Bougainvillea 1 gal 24" o.c. 8 Bo Bulbine frutescens `Orange African' /Bulbine 1 gal 20" o.c. 52 10. TREES SHALL NOT BE PLANTED CLOSER THAN 7.5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES; ADJUST IN THE FIELD IF NEEDED. UEPSUBMITTALSE- 05/24/2015 CO SYn: DESCRIFTiON GATE Crossandra infundibuliformis °Orange Marmalade'/ Firecracker Flower 1 gal 18" o.c. 38 11. BALLED AND BURLAPPED STRAPPING WIRE, AND ANY SYNTHETIC MATERIAL, SHALL BE REMOVED PRIOR TO FINAL INSPECTION. WIRE BASKETS SHOULD BE PULLED AWAY FROM THE TRUNK. HD Helianthus debilis / Dune Sunflower 1 gal 30" o.c. 51 12. CONTRACTOR SHALL SCARIFY SOIL TO A DEPTH OF 12" IN AREAS WITH COMPACTED SOILCONTRACTOR SHALL EXCAVATE AND LL . DISPOSE OF ALL STONE, DEBRIS AND BASE MATERIAL FROM SIZE: ARCH E1 Leonotis leonurus /Lion`s Tail 3 gal 30" o.c. 9 MPRIME PROJECT C Muhlenbergia capillaris / Pink Muhly 3 gal 36" o.c. 80 PREVIOUS PARKING AREAS. BACK FILL WITH TOP SOIL WITH HIGH ORGANIC CONTENT AND CERTIFIED WEED FREE. __ NO.: ML+H PROJECT NO.: 1.9.09.0 _ GROUND COVERS BOTANICAL/ COMMON NAME CONT QTY F1 MIM 7171 1=ilili 19DRAWING SCALE: AS SHOWN' ZE Zoysia japonica `Empire` /Korean Grass DRAWING NO.: Sod 1,153 sf 0' S' 10' 20' * Palms counted toward tree and mitigation requirements. SCALE: 1"=10' L-3. H U 00 C/-) 7-) M O W i O z (D) Contractor Series 60OW Transformer Stainless Steel Proj ctNe1,W cat# WOOD STEPS I- _.- 0 z W _.... _ __. _ CtR O 0m -r-I O Camms�: CertsficaborslQua9ifications O0 bNerrarrrg t:::.l �d:hlertmharranfu Intended Liss 0o DI The Saocon Urba. Kennel is available wkh a O F Cn Length 14.0 0' .1.-.-.-- z o r l Widal 5A0" o co O IN MH or HPS, I a ProdmWOrderingInfo, aladon SKU 15cssooss O Z - Fa* sh aPu n ass5tse: .90 housing and shall be woemiib#a ocrl z CO _.. specifications x -sur ly, Tho driver and all aisctrieal _ Material STAINLESSSTEEL N FT1 for move deists �I Optical HSR Half shield for 100° illumination Pima alundrumspirming. O D • The howng Is designed for LEC thermal • IFS 9.".W powds-at managai'fnem evdheat flee Use of meia111c alamnistatsoily applied ami fionnorwrad. I • IFS hall consists of a five stage shat be able to be pendent mounted in petmalmalt ragimen with a polymer prince Place with a stairdess sued safety pin and FT1 F)-1 then Permanently had is piece with four TGIC polyester powdw coat Irian, stainless steal bars. • The finish meets the AAMA 3604 U padorm- sp- i=! -which nd des 0 passing a 3= hour salt spray test for tvic raga. k re simile,temperatureare, 2e° -hearse f ' equip d e lsbha with the device may he mlabty L.I0 St- w1h e+rivast WAW dYF .00 N. ffA: FA}7 N. operated in any emblett temperature up to 121, stem 6hl 125 It' M O W i O z K1[tep Natal mrr.4sz PM3Salt sures F6?*Gx+yeigq,Q'ii046tTt-aK",a fi�hrenege^. pG.41td1ee��Y"'- D amu w3Tou[ra,x. Toiihuy'a�"'s,35:ahiMktpq`c?•ro%n A:t+aAvesa'ad£S arwMs,.47rcY,v<whan. r:'eea:�r Jvn&r �rrul^Tvu :man>. 2. s :leagen .c,.�a :-re .srnla�csm+cuh ''ante; ,mese ed a�m.nztiw eeau-.a�a.. ar.s;sR�rn>f.. ranee �4 (D) Contractor Series 60OW Transformer Stainless Steel Proj ctNe1,W cat# 15CS60OSS (Stainless Steel' Lucem; _ _.- fgpe _.. _.... _ __. _ CtR ..... --- Camms�: CertsficaborslQua9ifications SPECIFICATIONS bNerrarrrg t:::.l �d:hlertmharranfu Intended Liss Dimensions The Saocon Urba. Kennel is available wkh a 6.58" cholca of di faient LED wattage contigurslkrw, Length 14.0 0' .1.-.-.-- shopes, saes and ophi distributions l Widal 5A0" designed to replace HID °kyntrig up to 40OW Electrical MH or HPS, NputYtzfaga Dual(iMyieojv a ProdmWOrderingInfo, aladon conn: SKU 15cssooss + The drree s shell be located In the top - Fa* sh aPu n ass5tse: .90 housing and shall be woemiib#a SiPC 8792a5's9!?9n _.. specifications x -sur ly, Tho driver and all aisctrieal _ Material STAINLESSSTEEL componems Shell be on a tray, K1[tep Natal mrr.4sz PM3Salt sures F6?*Gx+yeigq,Q'ii046tTt-aK",a fi�hrenege^. pG.41td1ee��Y"'- D amu w3Tou[ra,x. Toiihuy'a�"'s,35:ahiMktpq`c?•ro%n A:t+aAvesa'ad£S arwMs,.47rcY,v<whan. r:'eea:�r Jvn&r �rrul^Tvu :man>. 2. s :leagen .c,.�a :-re .srnla�csm+cuh ''ante; ,mese ed a�m.nztiw eeau-.a�a.. ar.s;sR�rn>f.. ranee �4 I PRODUCT IMAGE(S) • 1Oh? through 277Y, 50 Hit to 60 W (LDNY), or corrosion vaisla -and resets -dire or kers of edhasion por ASTPA DW and resists URBAN cat# 347V or 46W Input, SERIES .lab oma URBANO-M TURTLE FRIENDLY Lens Tempered, frosted glass + timing driversere standard wall connetikns For external 3rtsrsrg equipment available upon request. SPECIFICATIONS ca - rbvsat s!crTa Intended Liss conhoiseoptknc The Saocon Urba. Kennel is available wkh a +Available with Ena i l for optknat sot cholca of di faient LED wattage contigurslkrw, dimming, llmad dinner Ing wfth simple delay, shopes, saes and ophi distributions or WnaS dimming bused on time of night designed to replace HID °kyntrig up to 40OW Visit MH or HPS, a+:w_as-+�v&`adu;UucmtudoctNava4gxsn ® Urtem can i>e specified with aitnayni conn: w6elecs "' irol systam Fa,r reduction in + The drree s shell be located In the top energy and mamerlatm Bost while .90 housing and shall be woemiib#a mnr i8rg right quality 24.7. Sas ordering without tools by hinging the lower stride inrormaial or visit: x -sur ly, Tho driver and all aisctrieal ' componems Shell be on a tray, for move deists • Tho low. shade stall be made Iran a one - Optical HSR Half shield for 100° illumination Pima alundrumspirming. Rnisfc • The howng Is designed for LEC thermal • IFS 9.".W powds-at managai'fnem evdheat flee Use of meia111c alamnistatsoily applied ami fionnorwrad. Screen, cage& or rams. The top casting • IFS hall consists of a five stage shat be able to be pendent mounted in petmalmalt ragimen with a polymer prince Place with a stairdess sued safety pin and easier and top coated with athermo eat super then Permanently had is piece with four TGIC polyester powdw coat Irian, stainless steal bars. • The finish meets the AAMA 3604 padorm- sp- i=! -which nd des laciest passing a 3= hour salt spray test for I PRODUCT IMAGE(S) • 1Oh? through 277Y, 50 Hit to 60 W (LDNY), or corrosion vaisla -and resets -dire or kers of edhasion por ASTPA DW and resists STYLES U 347V or 46W Input, Wrrace impact$ Of LIP fo Ise irx:h-pognda. Construction All brass components. 1/2' schedule 40 brass stem. + Power lac -tor le x0.80 al full load.. 'I�llilr I Lens Tempered, frosted glass + timing driversere standard wall connetikns For external 3rtsrsrg equipment available upon request. a OesignUghts Corso tium L tC ComWI& ca - rbvsat s!crTa ^. - • Canlunotnl-ta-cargorgarx wring within thelurnina nonaWt CLC wabaiig for more della is: Mtgprl hfti 12 12' I30 cm) \ a may naris eo more than Bae, a d www.dealgnl!ghts.argi!]PL + N�RTL Cooties, UL875q UL 1598 std _ 20 20" [51 call a< rated load refect load and le Baled by in for use at CSA22-1tM 18-14 wet leade s Lamp 6IXAnACffiinedrneliste higher • Wsconnor are hoist try Tia use a •IDA approved 2V CAP Sswen nr; apt.el axwr 2n• -CAP ERk- 1.i. OWPlug OW YAC. 13A or Mgnsc 13A mtlig applies to t • 7hla Product is approved krytna Fixxids Pisn F3?R:1.30 rfi �,,p• primary (AQ side only. and W Idilfe Conservation Commiseiom ars los <C • Fixture electrical eonp;rt urs shall conteen all LED driver component. Wemartly: Optical HSR Half shield for 100° illumination ere p.aval •BU6fm Photocs®avadInwa + Ambien operating temperature 4M to 40-C Flea year 14mintildsmarmy far more information vial+.: F;Vris - neap Sham j • Surge protection - 20l Q z • LiteahWdT- 0 -it - probe.& iumialre tam excessive temperature The daAW U I - @ ahall acfivste at a specific, factory -preset„.-- ia2^l4tsdnl -tic temperature, and prog'q vsN re€um power Q Finish: Unfinished is standard; no spea0cailon required. The fixura will tvic raga. k re simile,temperatureare, 2e° -hearse f ' equip d e lsbha with the device may he mlabty L.I0 St- w1h e+rivast WAW dYF .00 N. ffA: FA}7 N. operated in any emblett temperature up to 121, stem 6hl 125 It' 3 -ft 59°0 (131•F). Operation shall be smooth 4c I MADE IN USA and undsteotable to the eye Thermal okout Lamp 1'10.3m 2'IOl 3'10.9m 4'112m S11.5m 6111.8m is designed be "Tai! on". akwing the lumhain, to to full power erthe even of an lXi §T 12 ,-rte ( , 10X 2.60 9.34 0.75 Inhsmgaton of les Power supply, m tacky 74f15S Sfatnw StPae iR6II _ 0, 0-14 -. WMrg connxlkn to the drives. The doece shall be able to oo-mdat with other 0-10V I)---- 20X _�.__.. 6.30 3.22 185 __..._. 1.05 050 0,23 control devices (ocdtpancyseneao, external 1333 018 0,06 20H 6.20 2.88- 1.65 dimmers. etc.). SEAL 28- . rates 1:81 ?° 066 :17.33 GC 50H 16.95 6.80 428 EF* t: 17 Iy 40 be JM Project BY Dane REVISIONS: For ordering purposes, please specify (example: R-003A-12-2OH-HSP-M) R -003A CERTIFICATIONSAMINGS Fixture Stem Heig]Rd 1 ®� aEACHIIDE LIGHTING • 000-4068732 • vmw.OsachsldeLigheng.rore 2b'- MAR g �Oun wiO: xgrt�ei EFWVy rrcns 21'-WoSti C 11, EPA:. 1.25W 01I.Wfe ;� lex `ao0ah aU rumen Bescon Pr11118 + 2 041 5811nAvsrale OiMa East Bradarrtan, FL 34203 a Phone: BOG -345-4928 ' MN®®Ei.L Gee to our ca mutat etlerts to Implies carportuih, pmdud speak none ala iettBnl% qlalarwo-t iR31io, !.. •. ushfthng s,a ,a -r mere :.x f .m 0201e tri4d1N PR00L€TS,Ali'gAb€Lneicea.ittmxeidarcaarorsiwua,rlsin:wsa. •niaad'misA ALY fI, 2M?& -a AM vananty, on MR16 LED lamps � � � MADE lit Project t5 . Y Date For ordering purposes, please ape-afy (example: E9-#2GL-CR--SW-NFL PR) i9 -RCL- _ Fixture Lamp Accessary{les) 1 REACHSIDE LIGHTING • 000.405.6732 • www.aeadwldeLlghpgng.rom 042018 vyananty: to year hxture, o year LED module, 3 year MR11 LED lamp MADE IN USA Pre c Y Date For ordering purposes, please specify (example: E3-RL-2W4ARll NFL -DM) E3 -RL Fixture Lamp I Beam Access$ y trEA4HaneE LailIll IW • a00-406-5732 f A) R -003A The R -003A pathlight Is a durable fixture made from brass and copper. It is U Ideal for walkway and area lighting In any landscape theme and location. Construction All brass components. 1/2' schedule 40 brass stem. 16-gfiuge capper shadeunderside powdett nalard white. is 'I�llilr I Lens Tempered, frosted glass Voltage 12YogsAIC, Remote transformer praquirad . Stem Height 12 inches is standard. Available Idem heights: 6 8" [20 cm) 12 12' I30 cm) m _ 16 11 [40 cm] _ 20 20" [51 call a< Custom heights upon request Int S Lamp n f'I 3W -G4 3 Watt LED Warm 2K' G4 base � 10X 10 Waft Xenon � 35 fags hail nl _ 16X 15 Watt Xenon 1 , 20X 20 Watt Xenon U G4 P 86.351 GY6,35 10H 10 Watt Halogen 50W maximum _ 20H 20 Weil Halogen (CSA hated for 35W - 35H 35 Watt Halogen <C Tres in Canada) _ 50H 50 Wait Halogen Optical HSR Half shield for 100° illumination ere p.aval Accessories CO Mounting 1/2' male threads. Mounts into any standard j -box or: j Accessories _ 682 Heavy-duty, ground eke Q _ GS2BC Heavy-duty ground spike with cast brass z cap U _ GS3R Heavy-duty ground spike with brass cap for telescoping riser ia2^l4tsdnl _ G84 Standard ground spike with cast brass cap _.is Cast brass junction box Q Finish: Unfinished is standard; no spea0cailon required. The fixura will weather toe natural patina. The Patna process is natural with brass and copper. Hate of patina and eventual rigor is dependent upon climate and proximity to C6 N the ocean. Tinos, Beachside does not guarantee any specific appearance. L.I0 CO R -003A on Weight: 3.1 lbs [1.4 kg] 121, stem IP65 v CSA Listed, file #190030 10 yen fixture warranty MADE IN USA -...- ......._..... ._.._........-- .._._..... _..... .... .......... ----.._...-----..._----..._....- - - -- _.._.-------- .-_..... ........ ---------------------- ----........... ......_...._..............._... R -003A Horizontal Footeandles at Radius from Fixture base With Standard 12" Stam Haight Lamp 1'10.3m 2'IOl 3'10.9m 4'112m S11.5m 6111.8m 7W-04 3,60 67 OQtrhaY lXi §T 12 10X 2.60 9.34 0.75 0.46 1 0.23 0.11 95X 4.011 1;91 107 iR6II _ 0, 0-14 -. I)---- 20X _�.__.. 6.30 3.22 185 __..._. 1.05 050 0,23 10" '.2.44 ._.n 059'. 1333 018 0,06 20H 6.20 2.88- 1.65 0.81 _._ U6 0.20 SEAL `. 35H- ,13.14 i:L,9 3:00: 1:81 ?° 066 :17.33 GC 50H 16.95 6.80 428 2.22 0.9T 0.47 JM Project BY Dane REVISIONS: For ordering purposes, please specify (example: R-003A-12-2OH-HSP-M) R -003A Fixture Stem Heig]Rd Lamp Accessory(ies) aEACHIIDE LIGHTING • 000-4068732 • vmw.OsachsldeLigheng.rore uary Mt JOB COPY LIGHTING SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL (A) IT'J� Path Light 12 Beachside Lighting - WLCN 2018-029 R300A- 3W Amber LED 16" Stem Height (B) ® Wall Mount Light 17 Beachside Lighting - WLCN 2018-029 E3-RL-2W-A-FL-CFK (50 deg FLOOD) (C) ® Step Light 54 Beachside Lighting - WLCN 2018-029 E9 -RCL -5W -A -NFL (D) = 60OW Transformer 2 Kichler- 15CS60OSS (Stainless Steel) (E) Pole Light - Right of Way 3 Beacon Products - WLCN 2018-038 Urban LED - MRDS-2I-AMB 48E2-85-UNV-PEC277-T2-NRNW-DBT ADDITIONAL NOTES: 1. LANDSCAPE ARCHITECT TO FLAG LOCATE ALL LOW VOLTAGE ACCENT AND PATH LIGHTING IN FIELD PRIOR TO INSTALL. 2. PROVIDE AUTOMATIC LIGHTING CONTROLS TO TURN SYSTEM ON AND OFF. 3. MOUNTING OF ALL FIXTURES SHALL BE PER MANUFACTURER RECOMMENDATIONS. 4. EXACT LOCATION OF TRANSFORMERS TO BE DONE IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT. 5. ALL LOW -VOLTAGE WIRE (10-2 OR 12-2 GAUGE) TO BE RAN THROUGH CONDUIT. 6. REQUIRED SLEEVING CONDUIT TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. 7. POOL LIGHTING (TO BE DETERMINED). ra%k 119 IIAYIINI � t Of 1 Marquis Latimer + Halback, Inc. 34 Cordova Street, Suite A St. Augustine, FL 32084 Ph 904.825.6747 www.halback.com LC0000391 CONSULTANT TEAM ARCHITECT: CRONK DUCH ARCHITECTURE 1936 San Marco Blvd., Suite 101 Jacksonville, FL 32207 p: 904-626-3454 www.cronkduch.com STRUCTURAL ENGINEER: LOU PONTIGO & ASSOCIATES, INC. 4745 Sutton Park Ct. Ste. 204 Jacksonville, FL 32224 p:904-242-0908 www.lp-a.com GENERAL CONTRACTOR: THE ANGELO GROUP 11363 San Jose Blvd. Bldg. 300 Jacksonville, FL 32223 p:904-268-2247 www.angelogroup.com SURVEYOR: BOATWRIGHT LAND SURVEYORS, INC. 1500 Roberts Dr. Jacksonville Beach, FL 32250 p:904-241-8550 www.boatwrightland.com COASTAL PERMITTING MANAGER: COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway Coral Gables, FL 33146 p: 305-661-3655 310 W. College Ave., Suite 211 Tallahassee, FL 32301 p: 850-765-4520 www.coastalsystemsint.com W U Z W m reall r,4 (V m z u a< NW Ir CL U Z z U 00 <C U -J J CO a--+ LU Q r z U w Q o U U C6 N L.I0 CO O Ln v r� LPN SCA 6 AO JER M •••`oP LIC. 666 SEAL DR N BY: GC ECKED BY: JM PROJECT MANAGER: JM REVISIONS: CoAB PERMIT SUBMITTAL 07/30/2019 DEP SUBMITTAL SET 06/24/2019 SYM DESCRIPTION DATE SIZE: ARCH E1 PRIME PROJECT NO.: ML+H PROJECT NO.: 19.o9.0 DRAWING SCALE. As SHOWN DRAWING NO.: L-5.1