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Home My WebLink AboutSimons Rd (4)a 'a E d 2 O N O N 4j SCHEDULE OF SITE FURNISHINGS AND STRUCTURES ITEM MODEL NUMBER OR MANUFACTURER TAG QTY. DESCRIPTION MANUFACTURER PRODUCT DISCRIPTION CONTACTINFO. 16' OCTAGON -TONGUE & GROOVE DECKING - STEEL COLUMNS WITH COLUMN BASE COLOR: "MEDIUM BRONZE" - STANDARD LATTICE - A 1 GAZEBO COVERWORX STANDARD RAILING (6 SIDES) - SHINGLE ROOF COLOR: GRAY WITH HIGH PROFILE RIDGE SHINGLES - CUPOLA - MED. BROOM FINISH CONC. SLAB MODEL NUMBER: ELY72AFGS - NO SEALER/STAIN - ORDER 10' COLUMNS TO BE SET IN 12" x 12" x T DEEP POURED CONCRETE FOOTINGS - FILLALL RED CEDAR B 1 FIFTHROOM HARDWARE ACCESS HOLES WITH WOOD PUTTY FIELD PAINT ENTIRE fifthroom.com ARBOR STRUCTURE WITH TWO COATS OF EXTERIOR LATEX PAINT TO MATCH GAZEBO "MEDIUM BRONZE" RED CEDAR MODEL NUMBER: ELY58CTB - NO SEALER/STAIN - FIELD PAINT BENCHES C 8 CONTOURED FIFTHROOM WITH TWO COATS OF EXTERIOR LATEX PAINT TO MATCH GAZEBO fifthroom.com BENCH "MEDIUM BRONZE" HEX BLOCK CARROL LS BUILDING carrollsbuildingmaterials D 65 16" x 2" CONCRETE STEPPING STONES STEPPINGSTONES PRODUCTS com727-822-3370 (5) RE-FILIABL.E 120 GALLON (420LB) TANK FREE-STANDING ON 3' E 6 PROPANE TANKS VARIES SQUARE CONCRETE PAD & (1) 120GALLON TANK IN VAULTAT N/A CLUBHOUSE MODEL NUMBER: UX238-IG-SF-P COLOR: "GRAY" TWO BIKES PER F 4 BIKE RACK MADRAX madrax.com "INVERTED U" - SURFACE MOUNT- ALLOW 3' TO EDGE OF CONCRETE SLAB PLANTATION MAX PARISOL- DUAL CANITLEVER -10' SQUARE - AUTO LIFT DUAL CANTILEVER TUUCI - DISTRIBUTED landscapeforms.com 800- G 4 INGROUND SECURITY MOUNTING (SEE INSTALLATION INSTRUCTIONS - UMBRELLA BY LANDSCAPE FORMS 521-2546 ALUMA-TEAK COLOR: NATURAL- SUNSHADE COLOR: NATURAL PLANTATION MAX PARISOL- SINGLE CANITLEVER -10' SQUARE - AUTO SINGLE TUUCI - DISTRIBUTED LIFT- INGROUND SECURITY MOUNTING (SEE INSTALLATION landscapeforms.com 800- H 1 CANTILEVER BY LANDSCAPE FORMS INSTRUCTIONS) - ALUMA-TEAK COLOR: NATURAL- SUNSHADE COLOR: 521-2546 UMBRELLA NATURAL POOL SHOWER & DUEL HT. MOST DEPENDABLE MODEL NUMBER 552 SM WITH SURFACE CARRIER MOUNTING- mostdependable.com I 1 DRINKING FOUNTAIN COLOR: WHITE 901-867-0039 FOUNTAIN BAG TOSS- PRECAST CONCRETE - SILK FINISH - SEEDETAILFORCOURT hengetable.com 917-77 J 8 HENCE CORNHOLE CONSTRUCTION SPECIFICATIONS 4473 OUTDOOR TABLE hengetable.com 917-77 K 1 HENGE PRECASTCONCRETE- SILKFINISH-CITYGRIDNET TENNIS 4473 M120H - BLACK - MANUAL PULL DOWN - 16:9 ASPECT RATIO - MOUNT OUTDOOR 3/8" SCREW EYE AND CHAIN UNDER EAVE CLOSE TO WALL AND SCREW ELITE SOLD AT L 1 PROJECTOR EYE AND BUNGEECORDS ATBOTTOM TOMINIMIZE SCREEN MOVEMENT - bestbuy.com BEST BUY SCREEN PROVIDE GFI ELECTRICAL OUTLET BELOW SCREEN FOR PROJECTOR POWER - PROJECTOR (BY OTHERS) ON TABLE TENNIS SURFACE OVER -WATER OVERWATER STORAGE RACK FOR TWO KAYAK OR STAND UP M 1 STORE YOUR BOARD storeyourboard.com KAYAK/SUP RACK PADDLEBOARDS SALSBURY INDUSTRIES #3316 OR FLORANCE CORPORATION 1570-16AF OR EQUAL - USPS APPROVED MAILBOX ON PEDESTALS - SURFACE MOUNT ON 16 ADDRESS 6" THICK 3000 PSI CONCRETE SLAB WITH CONCRETE ANCHORS - ALLOW 6" N 41 MAILBOX CLUSTER N/A N/A BETWEEN CLUSTER BOXES - COLOR: "WHITE" - INSTALLATION SHALL BOX UNITS COMPLY WITH USPS CURRENT GUIDELINES ON PARCEL BOX QUANTITIES FOR THE COMMUNITY FAUXSTONE VEENER ON PRO -FIT LEDGESTONE - COLOR: "MOJAVE" - SEE CLUBHOUSE 0 17 CULTURED STONE culturedstone.com CLUBHOUSE ARCHITECTURAL PLANS FOR DIMENSION OF COLUMNS COLUMNS FAUXSTONE VEENER ON P CLUBHOUSE CULTURED STONE EUROPEAN CASTLE STONE OR ROCKFACE - COLOR: "BUCKS COUNTY" culturedstone.com SQ. FFT PORCH FOUNDATION PORCELAIN BELGARD 8" x 48" x 3/4" WOOD PLANK PORCELAIN PAVERS - Q DISTRIBUTED BY belgard.com PAVERS MODEL NUMBER: NN 03 ST- COLOR "HONEY" OVER CONCRETE SLAB COASTAL-OLDCASTLE PINE HALL BRICK TRADITIONAL EDGE PAVERS - 4" x 8" x 21/4" COLOR: "BFALE STREET'- 90 R CLAY BRICK DISTRIBUTED BY DEGREE HERRINGBONE PATTERN WITH SINGLE ROW SAILOR COURSE pinehall.com PAVERS COASTAL- OL.DCASTLE EDGE - SET ON SAND BASE - PROVIDE METAL EDGE RESTRAINT GRANITELOCK 16" x 8" x 15/8" - COLOR: "STERLING GRAY" - SET ON SAND S 680L.F. POOLCOPtNG ARTISTIC PAVER MFG. artisticpavers.com BASE GRANITELOCK 12" x 24" x 15/8" - COLOR: "ARTIC WHITE" - PATTERN: T POOL DECK ARTISTIC PAVER MFG. artisticpavers.com RUNNING BOND - SET ON SAND BASE GRANITELOCK 12" x 24" x 15/8" - COLOR: "STERLING GRAY" - PATTERN: U RAISED TERRACE ARTISTIC PAVER MFG. RUNNING BOND TURNED 90 DEGREES TO POOL DECK PAVING PATTERN - artisticpavers.com SET ON SAND BASE MINI -CHANNEL DRAIN - PVC GRATE "BLACK" OUTFLOW TO 4" SEWER AND DRAIN CLASS PIPE CONNECTEDTO POOL EQUIPTMENT (6") AND V 130L.F. TRENCH DRAIN NDS ndspro.com IRRIGATION WELL OVERFLOW LINES TERMINATING AT CIVIL ENG. 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FABIC BELOW GRAVEL CONCRETE 4" DEPTH CONCRETE SIDEWALK AND TRAIL - SEE CIVIL ENGINEERING AA N/A N/A SIDEWALK PLANS FOR CONCRETE SIDEWALK DETAILS BB MULCH TRAIL N/A 4" DEPTH WOOD MULCH TRAIL N/A PLAYWORLD SEE PLAYGROUND DETAIL- INCLUDES 2790 SQ, FT. OF 12" DEPTH playworld.com CC 1 PLAYGROUND RECREATION ENGINEERED WOOD FIBER OVER GEOTEXTILE FABRIC 888-886-3757 PRODUCTS DO DELETED WOODEN DECK N/A SEE WOOD DECK DETAILS N/A (NIC) EE B LAKE DOCK N/A SUBMIT SHOP DRAWINGS N/A WATERLINE 6" x 6": LUVTILE GAR -ROCK MINERAL SERIES (GREY -SILVER) SEE SWIMMING POOL SWIMMING POOL BULLNOSE 2": LUVTILE A4200-2600 BLACK - ADDITIONAL BULLNOSE ON FF 1 N/A CONSTRUCTION PLAN FINISHES ALLSTEPS AND SUNSHELF LEDGE CORNERS SET POOL FINISH: PMM PRODUCTS: BLUESTONE BRONZE HORIZONTAL FLOODLIGHT MODEL: KFL1-8L-20-4K7-WF-UNV-K-DB-1BR30-DB CONTROL FOR GG 14 ACCENT LIGHT KIM LIGHTING hubbell.com/kimlighting PHOTOCELL (ON) ANDTIMER (OFF) - PROVIDE ELECTRICAL CONNECTION AND & ELECTRICAL ENGINEERING DESIGN FOR PERMITTING MODEL:80.875-WGDDS TEXTRUED GREY STANDARD CABINETS WITH CHALLENGERGRILLS .com challengxgrill HH 3 BBQGRILL BRUSHED STAINLESS STEEL COUNTER TOP - SINK 15- INSERT 30"LYNX & LYNX GRILLS .comgnsl lynxgrills.com SEDONA LIJ500 GRILL AND INSULATEDJACKET MODEL:90.125-WGRS TEXTRUED GREY STANDARD CABINETS WITH BRUSHED STAINLESS STEEL COUNTER TOP - SINK 30 - INSERT (2) 30" LYNX DOUBLE BBQ CHALLENGER DESIGNS challengerdesignsllc.com I 1 1 SEDONA LIJ500 GRILLS AND INSULATED JACKET - PROVIDE MINI -FRIDGE GRILL &LYNX GRILLS lynxgrills.com (NOTE: 2ND GRILL REQUIRED CUSTOM ORDERTO ADD ADDITIONAL CABINET) HEAVYTIMBER SEE PLAN VIEW DETAIL- PROVIDE SHOP DRAWINGS AND STRUCTURAL JJ STRUCTURE- N/A N/A .1 ENGINEERING FOR BUILDING PERMIT SCREENED HEAVYTIMBER SEE PLAN VIEW DETAIL- PROVIDE SHOP DRAWINGS AND STRUCTURAL KK 3 N/A N/A STRUCTURE ENGINEERING FOR BUILDING PERMIT BALANCE SERIES 32 GALLON WITH LINER - BROWN POWDERCOAT PAINT LL 10 TRASH RECYCLE DESIGN ON METAL - WEATHERED WOOD SLATS - 6" OPENING TOP - SURFACE recycledesign.com RECEPTACLES MOUNT (66) ADIRONDACK CHAIRS / (16) ROUND TABLE WITH FOUR CHAIRS/ (4) MM 1 ADIRONDACK ISLAND TIME BISTRO TABLE WITH TWO CAPTAIN CHAIRS / (2) SMALL TABLES - islandtimedesign.com FURNITURE 727-415-0153 COLORS TO BE DETERMINED SKYLINE DESIGN - (75) NORTH CHAISE LOUNGE / (27) JOURNEY #2935 C-TABLES / skylinedesign .com NN 1 POOLFURNITURE DISTRIBUTED BY PATIO (4) JOURNEY #2387 SQUARE TABLE/ (24)JOURNEY #2382DINING CHAIR - patio land usa LAND USA ALL PIECES IN "BROWN" (813) 632-8070 ELECTRICAL SERVICE LOCATIONS FOR THE FOLLOWING ITEMS: ELECTRICAL IRRIGATION CONTROLLERS, GATE OPERATORS, ACCENT LANDSCAPE 00 N/A SERVICE N/A LIGHTING, BUILDING ELECTRICAL SERVICES - LOCATIONS SHOWN INCLUDE N/A LOCATION ELECTRICAL SERVICE FOR THREE IRRIGATION WELL PUMPS - CONSOUDATE SERVICE LOCATIONS WHERE POSSIBLE PP 225 L.F. BRICK WALL N/A 4' HT. STRUCTURAL BRICK WALL N/A ---------------------------- -----------------------------------------------------F--------L--------------------- --- I RETAINING WALL SEE CIVIL P WETLANDS SETBACK ' I LINE I I WETLANDS LINE J I J I ' JJJ 1 I I 1 I ' 1 I � I I I i I I ' I I ' l I I I r r LAKE r / r , , / r , , / r , , , r , , , , , , , , i , i , E w' / , — , , r , , r / r , , j r 2336 L.F. UHT. ALUMINU PICKET FENCE - / LOCATE ON LOT LINE POND LAKE \ \ POND FENCE LOCATED ON LOT LINE HS3 8 HS11 6' HT. ALUMINUM PICKET FENCE - LOCATE ON LOT LINE HS4 V HS1 HS.2 HS1 __.T\ ,i \ .09 R25.00' 8.00',/ SEATING AREA CENTERED ON C MIDPOINT OF SIDEWALK SEGMENT ;;. CENTERLINE 4.00' 17.82' 1,230 SO. FT. 5' WIDE CONCRETE SIDEWALK k R45.00' — �1 SEATING AREA CENTERED ON 11.02' MIDPOINT OF SIDEWALK SEGMENT 4.00' .., CENTERLINE ,v c A 8.00' R60.00' \ — 39 MATCHLINE SHEET HS2 4. 2.14' 2 HS4 2 HS4 HS 1 � � 1 � I I 1 I I I , it 1 1 I 1 1 I , I I I I 1 I ' I I t , 1 I I 1 1 I 1 I I 1 1 I I I 1 V, ; I I I 1 � 1 I � I I I I 1 I I I I 1 1 I , " I I • 1 1 1 I I 1 I 1 I I , I I I � I , I I , I I 1 I I I I , it �. LAB' UT DI CUNTERLI I` R.0. 0 11 I `K SCALE. ill _ 401 0 20' 40' :o A 4 O w z I 'I I I I I I I I I I I i i I I I I _ I P LIMIT OF FOUR 6 RAIL HORSE HS14 FENCE AT 6' HT. MASONRY COLUMN / LIMIT OF PICKET FENCE I ' 96 ; �r k O I v, I ' 40' 16' 1 I 1 I 1 5 I 1 811 I I I 320.001 I I 811 I r .w 1 c i � 1 i I �} x I A sv y I Jaco ,A Zim erma n NORTH Digitally si d by b A 160' Zimmerm DN: c=U — naffiliated, ou= 10D000001702693445AO 0 A, cn=Jacob A Zimmerman : 2022.07.18 09:29:21-04'00' io titoo 0 M 0 J .10N z �orop� O � O � O d � N t J IL N d a3z t•! .Q E W � N rA d S N !� 8;; N $� Knoi�hgte�oreiyou �W.dig. REVISIONS: 1,252 L.F. OF FOUR RAIL �' 3/12/21 HORSE FENCE - CITY REVIEW COMMENTS LOCATE ON 2. 4/19/21 LOT LINE CITY REVIEW COMMENTS 3. 8/2/21 1 HARDSCAPE HS3 PLANS ADDED 4. 7/17/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN BY: JAZ JACOB ZIMMERMAN, RIA DATE: 11/6/2o REG. NO. FL I.A 0001653 LANDSCAP CHITECT 20009 yANDScgA � 9 4EW 21 9� s HARDSCAPE LA0001653 -I PLAN ` o STATE y �'LOR V'D A HS1 F MATCHLINE SHEET HS1 7`` '`. POND SHEET KEY \ 6' HT. ALUMINN HS1 \ \ ,� PICKET FENCE WITH 8' WIDTF \ DOUBLE SWING WETLANDS `, PEDESTRIAN GATES T 4SETBACK \ ``, WITH ACCESS LINE \. �`\ CONTROL DEVICES HS.2 WETLANDS LINE HS3 HS4 HS$ �'�• CR _ 4 1 $ HS 7 HS3 � 1 85 SQ. FT. HS 8 CLAY BRICK PAVER S10 OVERLOOK PAD 1 LAKE 6' WIDE ASPHALT Ilia MILLINGS TRAIL 1 � \ 1 HS11 Hs12 \ 1 � \ 1 4 ------------------ ` \ 1 � 1 HS3 \ 1 85 SO. FT. --- ' CLAY BRICK PAVER ; 62.13' OVERLOOK PAD 1• ` - i R50.00' ��. 40.12' ''---- 2 � HS4 57.89' ' WIDE ASPHALT ` 6 \ MILLINGS TRAIL R100.00' FENCE LOCATED ON LOT LINE 6' WIDE R30.00' R100.00' 1 HS4 R100.00' 6.27', 16.28' R100.00' � � 4 \I ' HS3 85 SQ. FT. CLAY BRICK PAVER I i OVERLOOK PAD I 6' WIDE ASPHALT \ R / MILLINGS TRAIL 1 I I RETAINING WALL - LAKE \ 44.9' SEE CIVIL PLANS \ •\\\ \ `\ R50.00' F 61.62' \ \ 1 2 ` R100.00' HS4 SEE SHEET HS1 2 FOR FENCE LENGTH \•\ ``\% HS4 6' HT. ALUMINUM AA PICKET FENCE - 6' WIDE ASPHALT MILLINGS TRAIL 1110.46' ; 45.58 -,--- - LOCATE ON LOT LINE 274' � . '' `� 6.67' 1355 SQ. FT. 1 � ___----' - 29.43' � 6' 51 WOOD DOCK 1 ' - -_ _----- 70' 1 t ► f 13475 SQ. FT. _____ 6' WIDE ASPHALT M HEAVY It1.; ' - MILLINGS TRAIL TIMBER 11 �, 1► ``. - 4' 512, STRUCTURE ;� HINGED RAMP LENGTH T.B.D. 32.00 �51 %L R30.00' ; { 1 31 HS4 R120.00' FLOATING CANOE/KAYAKDOCK- 135 DEGREES _'-'_'------ 4 SQUARE FOOTAGE T.B.D. 145.70' I 43.00' ;/ LIMIT OF 2 6' HT. ALUMINUM EE �' f HS14 PICKET FENCE R 01 z 0 N 0 N 0 V WETLANDS SETBACK LINE WETLANDS LINE / 1 / HS13 / ; ' 22.75' R100.00' AA /* % i f � � I R50.00' 00.00, (_ 431 SQ. FT. CLAY BRICK PAVING 2 HS4 P ND ' 2 HS4 4,512 SQ. FT. 6' WIDE ASPHALT MILLINGS TRAIL LIMIT OF FOUR RAIL 3 HORSE FENCE AT HS1 6' HT. MASONRY COLUMN E _ PROPANE TANK - RUN LINE TO FIREPLACE 53 L.F. FOUR RAIL HORSE FENCE 41.01' 10' 37.18' 261.91 90 I - Deg R30 715.82' 4 l 1.71' -+-i I-- HS3 500 SQ. FT. 6WI C CRETE 6' HT. MA ON N TRAIL C N ECTION TO FOUR IL O SE FENCE 3 L.F. FOUR RAI CONNECT D N O SIDES HORSE FENC MATCHLINE SHEET HS5 - see E �a tiR -'s 01 � r4� IPT t ` �T"wlw �Inxf#*� I.. Y £- I 6 t I�. N C' I • �. . kam SCALE: 1 II _ 401 O 201 401 80, If I ' I 1 1 1 I 8' ` 1 1 I � I I 1 I II � r I r l iI ' I 8- a 1 , 1 1 ' 1 I t 1 I 1 I I 'I 320.00' i I I I 1 1 � I 1 � 1 l i 1 8' I I I 1 p,r 41 I r l i I I _ I l i I , � i 1 1 1 i 1 1 1 1 1 , I I 16' ; 40' I I I � 1 1 1 1 l i I 1 i 1 1 , l i I 1 I 1 � I ' I i I I I , ' r I 'I I I � 1 I , 1 i I 1 I 1 , I 8' 1 I r I i I 1 1 1 , I i I I 1 I r 1 1 I I I 1 I , ' r I I I I I I I , { 1 I i I 1 � 1 I r 38' I I I I I I I , 1 I 1 1 I 1 I 0 1 , 1 'i I I Deg ' i I • I 1 r 1 I t 1 � 1 I I I/� I �v 1-- 1 i I I 32 L.F. FOUR RAILI HORSE FENCE I I 40' I I I I I I I I I I I I I I UTILITY VAULT I I i FOUR RAIL HORSE FENCE SEE SHEET HS1 FOR LENGTH 1 HS3 0 UHT. MASONRY COLUMN -WITH CONNECTION TO FOUR RAIL HORSE FENCE CONNECTED ON TWO SIDES _ LOCATE SHORT RAIL SEGMENT AT NORTH END 53 L.F. FOUR RAIL HORSE FENCE Jaco',/'% Zim rman NORTH Digitally si d by b A 1601 Zimmer DN: c=U _ naffiliated, ,n, ou- 10D000001702693445AO A, cn=Jacob A Zimmerman : 2022.07.18 09:29:50-04'00' IACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAP RCHITECT 1v P'N D S C4,' F �4k� tEWQn LA0001653 y STATE y OF F�OR11DQ' r n Y J C W LL W 1A z�orNi a y A CM = E Q �3 z co 0 y�:3 r r N R S� N 04 Opp- m CL m $� Knot 19'elrbelow. youdig. �kvvo 9 REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/z/21 HARDSCAPE PLANS ADDED 4. 7/17/22 TREE MITITATION/ GRADING AT CLUBHOUSE DRAWN BY: IAZ DATE: 11/6/20 20009 HARDSCAPE PLAN HS2 L SHEET COPPER POST CAP APPLY SOLID BLACK WOOD STAIN WITH BENT OVER CAP PRIOR TO UV INHIBITOR TO ALL WOOD SURFACES RAIL INSTALLATION - PRICE AS (ALL SIDES PRIOR TO INSTALLATION) AN ADDITIVE BID ALTERNATE 1" x 4" x 48" FACER BOARD - #2 GRADE PRESSURE TREATED LOCATED ON STREET SIDE - PINE RAILS AND FACER BOARDS CORNER POSTS REQUIRE TWO FACER BOARDS #10 STAINLESS STEEL WOOD 1" x 6" x 16RAILS SCREWS - 2" LENGTH ON RAILS (2) AT EACH POST ALTERNATE END AND ON THROUGH RAILS AND (4) AT ENDS OF RAILS THRU LOCATIONS 1 J" LENGTH SCREWS ON FACER BOARDS (12" O.C.) •4• w' k• St r :r• "t• .:A< •`:��• ;.t rrr. rrr 0' 6" GAP TYPICAL rrr r rrr rrr rrr •'0.. 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'L'.''• .:tt.: ',y.•' �r : .,:: ,�-: rrr`• : r�:•�' ',: rr rrr rrr •. �: ,. • rr 4" x 4" x 6' PINE / POST ORI., y 5" ROUND TIMBER rr BRACE POSTS IN VERTICAL POSITION VARIES rr GROUND CONTACT UNTIL RAILS ARE ATTACHED MIN. 6" MAX. 12" FINISH GRADE I III —III—) I I III —III —III III I DRILL MIN. 18" DIAMETER I I IIM II -III -III -I I I_i I I -III -I I "III POST HOLE _ BACKFILL AROUND POST IN 8" LIFTS HAND _ I III-III-III-III-i I I -III III I -III TAMP BETWEEN LIFTS _ POST EMBEDMENT: 18"-24" III -III III -III -III III -III -III -III -III DEPENDING ON GRADE CHANGES -III III -III -III III -III -III -III -I I I_I III III -III -III -III -III -III -III -I I -I I it, 11 I I I 111-111=1 11-_I 11--I 11 I I I 1 I I-_1 I =111 I I I{ I I I L 1 LS3 FOUR RAIL HORSE FENCE 1/2" = V-0" 27 5/8 f 1 /2" ELEVATION VIEW MADRAX DIVISION GRABER MANUFACTURING, INC. 1080 UNIEK DRIVE WAUNAKEE, WI 53597 P(800) 448-7931, P(608) 849-1080, F(608) 849-1081 WWW.MADRAX.COM, WWW.THOMAS-STEELE.COM, E-MAIL: SALES@MADRAX.COM PRODUCT: UX238-IG-SF-P ^ASCRIPTION: 'U' BIKE RACK 30" LONG WE, SURFACE MOUNT '1EY" POWDER COATED PAINT FINISH 0 2 3/8" STEEL TUBING 136" O.C. FULL DEPTH OF CONCRETE POUR WITH LIGHT GREY EPDXY JOINT SEALER 12" x 6" DEPTH CONCRETE BORDER MIN. 2500 PSI CONCRETE SPONGE FINISH 1/8" CONCRETE CONTROL JOINTS AT 2' O.C. (MIN. 1.5" DEPTH) 44--0" 1/2" POLYETHYLENE JOINT FILLER FULL DEPTH OF CONCRETE POUR WITH LIGHT GREY EPDXY JOINT SEALER 672 SQ. FT. OF SYNTHETIC TURF OVER 5" DEPTH #57 STONE 3-0 PROVIDE 1/4' OF ELEVATION AND 1" #89 STONE TOP DRESSING - COMPACT GRAVEL WITH SLOPE PER 1' OF COURT - PLATE VIBRATION PRIOR TO TURF INSTALLATION - SECURE SLOPE TOWARD LOW POINT TURF WITH 6" SOD SPIKES - ADD ANTI -MICROBIAL SAND INFILL IN SURROUNDING GRADE SET PITCHING BOX HOLES 30' ON CENTER (2) PITCHING BOXES PER COURT (2) COURTS PER LOCATION (SEE PLANS) 1/2" POLYETHYLENE JOINT FILLER 1/2" POLYETHYLENE JOINT FILLER FULL DEPTH OF CONCRETE POUR FULL DEPTH OF CONCRETE POUR WITH LIGHT GREY EPDXY JOINT SEALER WITH LIGHT GREY EPDXY JOINT SEALER BRICK PAVING PATTERN - 90 DEGREE HERRINGBONE HOT -DIPPED GALVANIZED 3/8" DIA. 0'-4" LAG BOLT WITH EXPANSION EILD - EMBEDDED 3" INTO CSH NCRETE SLAB 3 X 6 X 3/8" THICK 2 EA. 3/8" SQ. HOLE TYP. . 4" SLAB 2500 PSI E SURFACE FLANGE MOUNT (SF) POURED CONCRETE SECTION VIEWS 3 BIKE RACK 4 LS3 1t' = 11-011 HS3 STRIP ALL FORM WORK AND BACKFILL EDGES OF CONCRETE POUR TO ONE — INCH FROM TOP OF CONCRETE SLAB - REMOVE AND DISPOSE OF ALL OVERPOURED CONCRETE WIDTH VARIES 1 % MIN. WASH TYPICAL - SLOPE TO DOWNHILL SIDE AND/OR CENTER LINE CROWN ON 6' WIDE TRAIL 2 LS3 CORN HOLE COURTS 1/4" = 1'-0" CONC. PAVER PAVING PATTERN - RUNNING BOND "FIBERMESH" REINFORCED CONCRETE BAND / WALK (3000 PSI). 1 1/2 LBS. FIBERMESH PER CUBIC YARD OF CONCRETE SAND FILLED JOINTS MIN. - 1/16" MAX. 3/16" 8" x 4" x 2 1/ 4" BRICK PAVERS OR F 12" x 24" CONCRETE PAVERS 1:1 SLOPE - DO NOT UNDERMINE CONCRETE SLAB COMPACT SLOPE WITH HAND TAMP �— 95% COMPACTED SUBGRADE 1 1/ 2" DEPTH SAND J SETTING BED - ASTM C33 4" DEPTH CRUSHED GRAVEL BASE 3/ 4" TOP SIZE CONCRETE SIDEWALKS TO HAVE A LIGHT BROOM FINISH - PERPENDICULAR TO PATH OF TRAVEL CLAY BRICK AND CONCRETE PAVERS N.T.S. I `J I —� PLAYWORLU I I I Playmore Recreational Products 1012 Deer Run Farms Rd Ste #1 Fort Myers, FL 33966 I (888)886-3757 I I �-�• EQUIPMENT SIZE: 0 ---- Z TO 6'•1' NAURE I / USE ZONE: ' TggN"�b'FOER s'•2" �� 68'1" x 356" - — SSTATION TRANBFER-'" TREEHOUaE \ TATION CLIMBER 6'J1" GLIDE TATEP AREA: PERIMETER: / SLIDE 1940 Sci t. 177'-5" BABBLE -ON � J I I sr � PuvwoOo � a BARRIERItl"*7 Q I ANnsAL �ee• "• M"nV4l4 yMy��q rREEHousE \ LOCATOR PANEL " ],13M `� ]Ri'• OOOMVAY \ 35E• 0 PALL HEIGHT: STORE roNT e Pma(a, ») a, RIBBON 8 R. 0 CLIMBER (pwM) flABBLE-0N aw ■ BARRIE (R tleMlB1M -� LL r--5-2" ■173M• t.SdA �i'a" DOORWAYS jlel AOA 'I —ylll 9T i A"B BR1pN BA""'�" P�EARRoa 6`4' / USER CAPACITY: AGE GROUP: M I 11 24•,6le )RISE 82 2-12 Cy CLIMBER suTHER M UVEMURE CLIMBERCn \ SLIDE TUgE / 6CAVENGER / HUNT PANEL / 6-1" -------------------- -- 000 Total Elevated Play AcdAfts: 6 Total Eevated Play Act tft: S 00 QW Total Ground -Level Play MUM": 2 W Total Cu nd-Level Play A�WUee: 4 Access NB AccessLe Aaescbe ca Aco—ble AaasalWe Accessllole Q Elevated GrwM-Leval Ground-LevN Q Elevated Gro do Laval Cxound-Level f�� ✓ ASTM F1487-17 Activities Activdies Play TYPOS 9 AdNiUes ACWvilies Play Tyyes 0 5' 10' Required 3 2 2 RegWred 4 3 9 0 .5 1�--0-30 Meters ✓ CPSC#325 Provided 6 2 2 Provided 8 4 3 I PROJECT NO: SCALE: Abbott Square 118"=1'-O" I DRAWN BY: Paper Size I 9TARR MEJIA DATE: I *PLAYGROUND SUPERVISION REQUIRED 10-JUN-2021 I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - s PLAYGROUND HS3 I I I I 6" - 8" 5 HS3 LOCATIONS WITHIN THE WETLANDS SETBACK SHALL NOT HAVE EXCAVATION OR GEOTEXTILE FABRIC - LAY ROLL GEOTEXTILE FABRIC OVER MULCH/CHIPPER DEBRIS TO BURY ENDS WITH SOIL (BOTH SIDES) ON EXISTING GRADE SHREDDED HARDWOOD MULCH OR WOOD CHIPPER DEBRIS FROM GRUBBING NATURAL AREAS 0'-3" MULCH DEPTH MULCH TRAIL 1" = V-0" EXISTING SUBGRADE NO COMPLACTION I I I 1 1 I I I I i I 1 I I I I I I I LIMIT OF UHT. SOLID PVC FENCE LOCATED EASEMENT SIDE OF LOT LINE - FENCE SERVES SCREENING REQUIREMENT OF TYPE "A" BUFFER SEE SHEET HS6 FOR FENCE LENGTH MATCHLINE SHEET HS6 SCALE: 401 20' 40' NORTH Digitally sifed by b A 1 f�01 Zimmerml. DN: c=U�t%Unaffiliated, K6Ae2 10D000001702693445AO cn=Jacob A Zimmerman 2.07.18 09:30:09-04'00' SHEET KEY -- ------- Jaco y A JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT Zim rerma n tipNosCgA F O StEW Zj 9�s LA0001653 a a*� STAE �* A O Q s w E v O Y J z Gov) o a O ? ride N ne d t J a Tr M E 4)V z W � N 4a uj d V r.: N 0 J Z 'a g aA N Knot t' below. all before you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED 4• J/17/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN BY: JAZ DATE: 11/6/20 20009 HARDSCAPE PLAN HS3 a A d 0 N 0 N 0 V L_:! �: �_ SHEET KEY 1 HS4 YOUT N OF JOINTS TO ALK N WIDTH CONTROL JOINTS IN CURVILINEAR SIDEWALK N.T.S. WETLANDS SETBACK LINE WETLANDS LINE � 85 SQ. FT. CLAY BRICK PAVER 998 SQ. FT. OF TRAIL INSIDE OVERLOOK PAD WETLANDS SETBACK HS3 / — --- 70.84' \ LAKE LIGHT GRAY EPDXY JOINT SEALER FOR NATURAL CONCRETE PRE -SCORED REMOVABLE STRIP TO ROVIDE JOINT SEALING RESERVOIR 4" — x x 6x6-10/10 W.W.F. WIRE MESH OR ° POLYPROPYLENE (FIBERMESH) IF SPECIFIED 112' POLYETHYLENE EXPANSION JOINT FILLER. (FILLER MATERIAL TO BE FLEXIBLE, NON -STAINING, CONCRETE WALK / SLAB (TYP.) UV STABLE, COMPRESSIBLE FOAM WITH PRE - SCORED REMOVABLE STRIP TO PROVIDE UNIFORM 95% COMPACTED SUBGRADE SEALING RESERVOIR IN THE JOINT) EXPANSION JOINT EXPANSION JOINT SPACING SHALL BE AT 30' O.0 UNLESS OTHERWISE STATED ON THE PLANS OR DETAILS. DECORATIVE SAWCUT JOINTS (DUMMY JOINTS) TO BE 1/8" DEPTH (CONTROL JOINTS NOT SPECIFICALLY CALLED OUT ON PLANS AS DUMMY JOINTS OR DECORATIVE JOINTS TO BE CUT TO 1/4 DEPTH OF CONCRETE SLAB JOINT DEPTH SHALL BE 1/4 THE THICKNESS OF THE CONCRETE SLAB SAWCUT CONTROL JOINT INSTALLED WITH A WET CUT SAW 2 TO 8 HOURS AFTER CONCRETE POUR a 4" — x X 6x6-10/10 W.W.F. WIRE MESH OR ° POLYPROPYLENE (FIBERMESH) IF SPECIFIED 95% COMPACTED SUBGRADE CONCRETE WALK (TYP.) CONTROL JOINT CONTROL JOINTS SPACED EQUAL TO THE WIDTH OF THE SIDEWALK 2 LS4 CONCRETE SIDEWALK JOINTS N.T.S. 342 SQ. FT. OF TRAIL INSIDE WETLANDS SETBACK I / I 1 1 I / • / 59.82' / R100.00' /•/ / I � I / A --------------------------------------- -------�-/-_---- / 78.75�•/ R100.00� / 6' WIDE ASPHALT / MILLINGS TRAIL 51 j I � I 1 I � I I ; I � I CONTRACTOR SHALL FLAG ! 77.22' I CENTERLINE OF TRAIL - j LANDSCAPE ARCHITECT TO , I REVIEW AND APPROVE LAYOUT I I PRIOR TO TRAIL INSTALLATION I I I ; I 1 / R50.00' / / / / ool CONTRACTOR SHALL FLAG /// 5 // ___________` CENTERLINE OF TRAIL - 6 W D MILLINGS TRAIL / 1-1E ASPHALT/ ; .1/ e 1040 SQ. FT. ` LANDSCAPE ARCHITECT TO / 6' WIDE ASPHALT HS3 // R100.00' REVIEW AND APPROVE LAYOUT R50.00 MILLINGS TRAIL // 85.4 ' � •� PRIOR TO TRAIL INSTALLATION R30.00' BB Ile, / 285.85' / , _ / :' AA RETAINING WALL- N,\------------------------------- ' / SEE CIVIL PLANS 12,745 SQ. FT. / TRACTOR SHALL FLAG \ �\ HS3 BB 127.58' R200.00 6' WIDE ASPHALT �\ 212.71 5 X RLINE OF TRAIL - POND MILLINGS TRAIL \\ // POND HSX PE ARCHITECT TO \ / \.01 D APPROVE LAYOUT / IL INSTALLATION R200.00' 1 BB \/ �%x / \ loe MATCHLINE SHEET HS6 MATCHLINE SHEET HS7 SCALE: ill _ 401 1 / 1 / 1 / � I / / R100.00' WETLANDS SETBACK LINE �-- WETLANDS LINE 1126 SQ. FT. OF TRAIL INSIDE WETLANDS SETBACK [as mI p J a c o B_` A S Zim rman NORTH Digitally si�dby b A Q 20' 40' 80, 160' Zimmer DN: c=U d=TJnaffiliated,�' ou— 10D000001702693445AO A, cn=Jacob A Zimmerman : 2022.07.18 09:30:29-04'00' 0in � a / / �j JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT y�,NDSC44p F O �OV EW Zf 9 n P � s LA0001653 u d STATE y * OF FL0 1 ID E 0 r V MU. W � J C G O N M dog y O L W N a�_j L: a E Q 30 we N83 aCO 'N !� 810 C#) N ti N ti w oil= Q A 4 ^� A pcQCi � w z0 0 �z M 0. F+� Q Keoiall teobrelOW.you di . 9 REVISIONS: 1. 3/1I2/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4. 7/17/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN BY: JAZ DATE: 11/6/2o 20009 HARDSCAPE PLAN HS4 a. 6 a 0 t z 0 N 0 N B 0 U MATCHLINE SHEET LS5 T I CALL BOX 1 ; HS15 I I I ' _ ---- G I 1 KE/ _ ._ _ _---- -------------- ' 1 o.oa ,: �� '---------------- ---------- ---�- --- p ° 6' WIDE ASPHALT WETLANDSLA UT MILLINGS TRAIL- i SETBACK / CENTER IN DI ENSIONS SEE SHEET HS2 FOR SQ. FT..� LINE MEDIAN DOUBLE SIDED FR M MONUMENT SIGN CE • TERLINE OF IWETLANDS LINE .�. COLUMN TO /._ - R. .W. LINES / _------------------------------------------------------------ AA R100.00' -- 00 - ----------- ----------_45pe'g , - -- -� ---- II I Ii 55.00' i -''- 1 ios�CONTRACTI PONDsv ssvNCENTER�AE OF TRAI- I Y j LANDSIt APE ARCHITECT TO � '' 1 j G 1 j REYrEW AND APPROVE LAYO \ /, - ,- HS15 HS15 1 P PF31OR TO TRAIL INSTALLATIO �� IN I �I I I PROPANE TANK - SINGLE SIDED MONUMENT I SIGN - EACH SIDE OF ROAD I j �� RUN LINES TO �� .- � ' I 2 �R50.00 BBC) GRILL AND ' HS4 \ FIREPLACE 5 ' 6 POND I HS3 /; ' I I R75.00' BB R50.00' 28.68 \ / ' .' ; ' Z- 18K � � as . ----------------------------------- �%VI' ASPHA MILLINGS I TRAIL- 3 LL '------------------------------------------------------------------------- I------------------�--� I SEE SHEET ., HS4 FOR SQ. FT. '14'\\ 61 ,�' I I \ 695 SQ. FT. CLAY 109.60' ' \\ BRICK PAVER PATIO HH POND ; 720 SQ. FT. \� ; ' ' LAYOUT DIMENSIONS FROM 6' WIDE R �' _"-CONCRETE TRAIL "\ CENTERLINE OF OBJECT TO ! I o 5' R.O.W. LINE (TYPICAL) ; I I HS4 2 POND I I I ' s HS4 Cn' I I I W _ �. ` 18.30' I I y `� ';' 07.38' 2 I 30.00' I W FENCE AT LIFT STATION - SEE ' H� ; � 55.68' � I I Z I CML ENG. PLANS FOR DETAILS f - 32.18' S4 , 8.00' I 12.3 , j ' J ' CONCRETE 9 i %1 .00' 5.0 I' FIELD VERIFY j _ 14.3 WALL I I V s ' SIDEWALK ; ' _w I= , 8.00 I I I 4.00' 7.50' 18.50' 5.00 , 39. 5' _ 12. i l5. 0' - 18. 0 i 00, i I 12.90 FIELD VERIFY 77.67' 75.67' � 6.33' FIELD VER ; 94.00' I 1 , /32. 18.00' ; 1 18" HT. RETAINING WALLS 6.00' 11 5.0�1 I----_ 48.00' 00 0I lip/ / I -- 18.50 , I 55.54' 44.00' �' CENTER I 12.00' 14.25' 00 0 i 18';'DEPRESSED 4 I O 8:0 48.30 36.00 45 DEGREES - 52.00'I 4 5.00 2 , ; TERRACE ON 7. 00' �3 0' I I I I T EX. TREE %POOL ISLAND � 30.0 10.00' 16.00 .� � ; `� 7.00' ; ® I 2 . % HS3 30' RADIUS AT HS3 1 ; �' 5.75' 61 I HS14 CENTERLINE 120.48 I 4' i 361911 24.2 ' 4,00' UEX. i I , I' I 1 ' ' EX. TREE ' 12" TREADS WITH 0 I 4.00 } HS14 L.F.' HT UM I (3) 6" RISERS 15.00' ( 30.33' WALLS TO BE FINISHED WITH I ' , 1 9.27' FIELD VERIFY , LL j PICKET FENCE WITH i L- I`- I ' 24.25' STUCCO TO MATCH BUILDING i I 3.671 j STUCCO COLOR AND TEXTURE ON 43.35' (3) 4' GATES WITH ACCESS I 8.67 5.00' I 00' ALL EXPOSED SIDES - W CONTROL DEVICES I , 'I CAP TO BE DOUBLE BULLNOSE T S V 107.25' i PRE -CAST CONCRETE "WHITE" WITH G H 89' I 5 150.00°' 10.00' CENTERLINE OF 1/2^ OVERHANG EACH SIDE I I 62.17' ' O / a 1 j 1 I 1 FIELD CLUBHOUSE I • I VERIFY ' HS7 S T HS7* AA I 5 90 DEGREES I 25.91, I F 'CATCH BASIN - t ? 1 ; 1 CIVIL ENG. PLANS 9,87' 1 2 �o / PU+vGRCJNO MULCH I 12 T - CC 1 I LL V s LL 89' I I 00 T31.00' SEE INSET F 139.60' 82' 1 ; I OR 6598 i , POINT OF ORIGIN OF POOL/BLDG. CENTERLINE 1,16 L.F. UHT. SOLID 17•g2' POOL DECK BAR S BAR uon 2 ; , , ' LAYOUT DIMENSION TRAIL G HS14 6 I CONTINUES AS CENTERLINE OF ROADWAY OP 7�'VC FENCE WITH (1) �,a 00 ... ° ' I 1 HS3 4 SINGLE SWING T - , GATE AND (1) 8' F ' DOUBLE SWING HS7 I I I O GATE 3 Z $\ I I ' ' i ' / I P HS3 Q HS4 i i 1 i ' � I /AA P 6,128 SO. FT. k = CONCRETE SIDEWALK 2 ° AA HS4/' I I 1,253 SQ. FT. CONCRETE vil SIDEWALK 2 2EI HS4 - HS4 HS4 CLUBHOUSE/POOL LAYOUT INSET i CLUBHOUSE AND POOL ALIGNED TO SEE CIVIL ENGINEERING PLANS FOR ; I .-�_ CENTERLINE OF PARKING LOT ISLAND DUMPSTER ENCLOSURE DETAILS I MATCHLINE SHEET HS7 )ACOB ZIMMERMAN, RLA Jacob A REG. NO. FL LA 0001653 SCALE: LANDSCAPE RCHITECT 1 II _ 40 ZI m merma n VANDSC•9PE '. O �QREW 2� 4v NORTH Digitally signed by Jacob A P ? I 1 Q LA_0*00_653 20 40 80 160I Zimmerman � m DN: c=US, o=Unaffiliated, ou=A01410D000001702693445A0*STATE 001358A, cn=Jacob A Zimmerman Date: 2022.07.18 09:30:51-04'00' FLOR I ' 0 i w 0 o� 0 'a J C C1 �00C 300 a N�m0 N � a z c) E3 Q Z w � N g N d f n o J ao 5 N o� M N � N t.b. w Q o Q ccQ� H z zCL =' 0 ui N M Q Kno wh t'sbelow. all �efore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED 4. 7/17/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN By: ]AZ DATE: 1116120 20009 HARDSCAPE PLAN fiS5 , �- T 6' WIDE ASPHALT-- �� / { i ' I a � MILLINGS TRA M CHLINE SHEET LS6 LS7 E 1073 L.F. OF IX- / o 6' HT. SOLID PVC y `, � 10'5'� \�� R100.00' / z M .0 `. 0 FENCE s ' 33.83' cn -_ M LO LOCATED ON % / n p N EASEMENT SIDE OF .\ / m 3 0 LOT LINE -� / / 9 ---- --- 4' \, 82' /// n _ m 38 `� a �, FENCE SERVES / - SCREENING'` L REQUIREMENT OF E N TYPE "A" BUFFER F ,' \ �� ti � V M 4) r CL Wi SHEET KEY Z s o // R100.00' ( c� I / HS1 - i 34.24' /! POND I d I I I I .. 1 � HS2 �` i 1 1 � � R100.00' —_- I POND I y Hsi Hs4 6 WIDE ASPHALT MILLINGS TRAIL- _ SEE SHEET �I HS5 HS4 FOR SQ. FTC' ' - -- I I I I I 1 I I - OS6 HS7 1 1 6 _ 5.08 j it ?- I •• ••1 � I 1 •y ' 1 I 1 HS8 d I 1 H 1 d :Hs 10 i U B I 5 HIS ' HS12 1 I CONTRACTOR SHALL FLAG CENTERLINE OF MULCH TRAIL - 1 1 LANDSCAPE ARCHITECT TO I I i I I REVIEW AND APPROVE LAYOUT / 1 i ; 85 SO. FT. I LAY BRICK PAVER PRIOR TO TRAIL INSTALLATION / OVERLOOK PAD 90 Deg 30.55' 4 I 1 � HS3 '. 73.33' - J I i i I i i 1275 SQ, FT. I I 6' WIDE 6' ASPHALT MILLINGS TRAIL QAA I ' I I • 1 I I I 1 I �y=I�� ? 1 @ W Q N I 1 I I R 100.00' I `_ Z V II I I 1 1 I s 2 C z Hs4• I pp — — — — — — — — — — — — — —— — — — — — — — — , ,-- 44.83' I , �a9,�0 i , < <----------------------------------------- ------ — -- -- —--- I L -------�------- �� ----- - ---- -- -----------------------------------------------------------------. W N 1 • , 1 I e-__._ ___. 1 i LAYOUT DIMENSIONS FROM I CENTERLINE OF OBJECT TO I ; R.O.W. OR LOT LINES (TYPICAL) I I i I i1 ' ,5 8 I 1 ----------------------------------------------------------------------------------------------------------------- --------- 3 A&-- ---------------------------------------------------------------------- '--------------------------------------------------------------------- .----------------------------------- 7 90 • 31.55' I Deg 1' 1 t I i `♦ I I 1 I i I I , 1475 SQ. FT. \ 1 i i y i i 6' WIDE � I ; CONCRETE 1 i i TRAIL 1 __ I 1 \ I I R100.00'AA 1 I I 1 1 IT 1 I I I i 2 I '1 Know wh tsbelow. - 1 I Call 'efore you dig. I I !• 1 1 ` I HS4 i REVISIONS: I 1 I 1 96.40' ? i. 3/1 2/2 1 ; CITY REVIEW COMMENTS I I 2. 4/1 9/z 1 I 90 I CITY REVIEW COMMENTS De I' I ------------- --- —--------------------------- — g --- - - ------- ------------------------------------------------------------ I 1 - 1 HARDSCAPE I �t a' r I PLANS ADDED 1 I PLA I I 1 r1 ; I CENTERLINE OF OBJECT TO TREE MITIGATION/ GRADING AT CLUBHOUSE R.O.W. OR LOT LINES (TYPICAL) a — `° MATCHLINE SHEET HS8 & HS9 DRAWN BY: ]AZ 6 JACOB ZIMMERMAN, RLA DATE: i /6/zo 73 Jacob A REG. NO. FL LA 0001653 3 SCALE: LANDSCAPE RCHITECT 2000 o� Zimmerman ti�.Ds��p 9 1 4 F N EW 01 �� P �R Z' HARDSCAPE NORTH Digitally signed by Jacob A y 1 I I I ✓, m LA0001653 � -; PLAN DN: c=US, o=Unaffiliated, N 20 40 8Q 1%O Zimmerman o _ y ou=A01410D000001702693445A0 * STATE 001358A, cn=Jacob A ZimmermanHS6 V Date: 2022.07.18 09:31:19-04'00' FLOR 1'D I T \ \\ MATC SHEET KEY El C (� �� 1 I I I I I 1 I I I I I I I 1 � I ' I 1 I I I I 1 I I I , � I j I ' , , I I , , I 1 1 � 1 1 I 1 I I I I I I I ' , I , , , , , , , , , , , 1 I I 1 I 1 I I I I I I I I I ' , , , � I , , , , , , , , , I 1 I 1 1 I 1 I I I I I I I ' , , , , , , , , , , , I I I I 1 I 1 I I I 1 I 1 I 1 ' , , , , , , , , , , , , , 1 I � I I i 1 i I I � I I � I 1 � ' I , I 1 , , I , , I , , I I I I I I I I � I I I 1 I I I ' , , , , , I , , , , , , , I 1 I I I I 1 � I I I I I I i I 1 1 I I ' I ' ' I ' I I I I I I I I I I 1 I 1 I 1 t -- - - - - - - - - - - - ---------------------------------------------------------= ' , , I ' ' ' � , , , , i 1 i MATCHLINE SHEET HS9 & HS10 IF 6" MAIL KIOSK kB - 1242 SQ. FT. I 1 I 1 I y 1 I I I 1 I I I I 1 I I I 1 I I I I I y I 1 i I ' I I I I � LL II 15.00' 79' 41 (16 UNIT), it I SK 656,ADEDR S 5 ° 13.50' 1 84.70' R5.00' N 1 -----------------' 1 CENTER MAIL KIOSKS ' I I i I 1 I � 1 I I I � 1 I 1 1 1 I I , 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I 3 I I I 1 1 , I I 1 I 1 I I I I I I I I 1 I I I I I I I I I I I 7 I I I I I I I I I I I I I I f I I \—LIMIT OF 6' HT. SOLID FENCE 1595 L.F. OF \\\__6'HT. SOLID PVC FENCE LOCATED V INSIDE PROPERTY LINE - FENCE SERVES SCREENING REQUIREMENT OF TYPE "A" BUFFER LAYOUT OF FENCE V OFFSET INSIDE PROPERTY LINE MAY BE ADJUSTED TO AVOID CONFLICT WITH EXISTING TREES INSTALLATION INSTRUCTIONS Step 1. Design concrete slab with dimensions of 31.5(80cm) X 27.6 (70cm) . �carc ere :tee IN -GROUND SECURITY BASE Step2. Insert 112' mounting bolts (4-places) ^1/2" bolts to in -ground base mount. // n-ground base mount P � O Step3. Pour concrete and insert in -ground base mount thru center of the concrete slab. NOTE: "when inserting the In -ground base mount, reassure that the holes lined -up with the axis orientation in -which you want the parasol to be facing" -> (see FIG A). 6R F1 (FIG A) 1305634.5116 info®tuuci.com 1305.634.5119 1~ tuu6com align hole to axi orientation parallel z) umbrella canopy front edge 0 — o o - INSTALLATION INSTRUCTIONS IN -GROUND SECURITY BASE Step 4. Make sure the top of the in -ground base mount is flush and level with the top of the concrete . Level 900 S� Step 5. Once concrete is cured remove 112' mounting bolts (4-places) . Place the security stem on the in -ground base mount and reinsert the 4 mounting bolts into the leveling nuts. Screw the mounting bolts into the in -ground base mount, NOTE: do not tignten the bolts completely. — security stem 1/2" T 11 1 �1/2" bolts n-ground base 1! to o - eveling nuts O I Step 6. The SECURITY STEM may not be exactly 90 degree to create a level canopy. Use the LEVELING BUBBLE as a guide to better adjust the level of the SECURITY STEM. Adjustments should be made with the canopy as a reference point, not the SECURITY STEM. Once the canopy is level, securely tighten all 4 screws (1/2" - 13) with 3/4" wrench. bubble feveling security stem ' vrench 1' socket wrench In -ground base mount top -view eveling nut \\ lit i v --umbrella canopy front Leveling nutt' �___� _ _ Page 2 of 2 T U U C I t 306.634.5116 Info®tuucl.com T U U C I f 305.634.5119 wavw.tuuci.com CANTILEVER UMBRELLA BASE INSTALLATION N.T.S. SCALE: 1 II _ 401 O 20' 40' 801 Jacob A ii Zimmerman NORTH Digitally signed by Jacob A 1 601 Zimmerman DN: c=US, o=Unaffiliated, ou=A01410D000001702693445AO 001358A, cn=Jacob A Zimmerman Date: 2022.07.18 09:31:51-04'00' JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT DS(Ap F � REW � s o LA0001653 d STATE * OF FLOR 1 O A Fn Q Q � G AO CZ C) Z 0 tJ CL Q 811 Kno h t' lo9belyou'di . REVISIONS: 1, 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED 4. 7/17/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN BY: JAZ DATE: 1116120 20009 HARDSCAPE PLAN HST SHEET KEY HEM ' I I I f' i SEE SHEET HS6 ' x FOR FENCE LENGTH 1 I I I j 6' HT. SOLID PVC FENCE LOCATED ON LOT LINE - i I I i FENCE SERVES 7 HP IRRIGATION ' SCREENING i WELL PUMP I REQUIREMENT OF TYPE ; .s "A" BUFFER I , I I ' LAYOUT OF FENCE ON THE I ELECTRICAL SERVICE - EASEMENT SIDE OF THE LINE I I � �' MAY BE ADJUSTED TOWARD BUILDING LIGHTS/FANS THE EASEMENT TO AVOID CONFLICT WITH EXISTING TREES I LIMIT OF 6' HT. � I I ELECTRICAL SERVICE - SOLID PVC FENCE BUILDING LIGHTS/FANS/ I I I I IRRIGATION CONTROLLER VEHICULAR ACCESS CONTROL GATES I I ELECTRICAL SERVICE- SIGN LIGHTS/LANDSCAPE ACCENT LIGHTS/IRG I CONTROLLER ELECTRICAL SERVICE LOCATIONS ELECTRICAL SERVICE- -SIGN LIGHTS/LANDSCAPE ACCENT LIGHTS/IRG CONTROLLER/ LIGHTS FOR GAZEBO 5 HP IRRIGATION WELL PUMP FENCE AT LIFT STATION - SEE CIVIL ENG. PLANS FOR DETAILS LIMIT OF 6' HT. SOLID PVC FENCE LAYOUT C EASEMENT SIDE MAY BE ADJUST CONFLICT W MATCHLINE SHEET HS11 A I II II Iii ii� I � I I II � I II I✓ �'i I J i i 2 �_ �3 1 � I I 1 ' 1 , I' I 1 � I 'I I' I 1 1 � 1 j I I ir.l' f LI a I' 1 0 W 1 , 1 1 96' ' FENC SEGME 1 1 ; I I 1 jL I'1 ' I L ; = i ; '1 i i -- ------ ----- - ------------- ------------ ------ ------------- --- --�----------- ----------------------------- --- ----------------- _-_--- --------------------------------------------------------------------------- - 00, MATCHLINE SHEET HS12 L I= r- 1 I I I I I I I i i 1 I i I , I , I , I , ` I I I I I , I � I I , 1 , I , I , 1 , I , I I I 11 i I I i I I I I I I I I I I I I I I 1 1 I I I I I I I 1 I I I ------------------ --------------------------------- RETAINING WALL - I I I I I I 1 1 I I I i I I I II 1 1 i 94 93' 1392 L.F. OF ALONG 6' HT. SOLID PVC FENCE i PROP. \ LOCATED V INSIDE i I LINE \ PROPERTY LINE - FENCE SERVES LIMIT OF 6' HT. SOLID PVC FENCE SCREENING i REQUIREMENT OF TYPE "A" BUFFER SCALE: ill _ 401 O 201 401 80' SHEET KEY LAYOUT OF FENCE 1' OFFSET INSIDE PROPERTY LINE MAY BE ADJUSTED TO AVOID CONFLICT WITH EXISTING TREES Jacob A Zimmerman NORTH Digitally signed by Jacob A 160' Zimmerman DN: c=US, o=Unaffiliated, ou=A01410D000001702693445AO 001358A, cn=Jacob A Zimmerman Date: 2022.07.18 09:32:42-04'00' JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE ARCHITECT Vp,NDSCA EL 653E R FLOR[D� 0 r Cn W W LU Z_ J IL) C1 0 0 U a W w M�D E 0 r v O -C M � M J � LL M LO 00 O O i It tG d N 0 0.J J N E i Z d to O J r CID N A O � O M N N Q o Ice CCz �L 0 ILA zZw -= � 0 Cz 0 z 0. N M ' Kno wh below. ®® all �e�ore you dig. REVISIONS: 1. 312/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4. 7/17/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN BY: JAZ DATE: 11 /6/20 20009 HARDSCAPE PLAN HS9 iEET HS7 BEGIN FENCE SEGMENT LAYOUT AT 71" PROPERTY CORNER I I I I I I I I I I I I I IIVJIuC r-riurCnI 1 LIIVL Ivi("-,I UL ADJUSTED TO AVOID CONFLICT SHEET KEY WITH EXISTING TREES I HS1 J ` I HS2 I IHS3 HS4 rY{ HS 5 I IVI IVL I I_I VVL CONNECTED ON TWO SIDES LIMIT OF FOUR RAIL HORSE FENCE AT 6' HT. MASONRY COLUMN CONNECTION OF NEW R.O.W. LINE TO EXISTING R.O.W. LINE NEW R.O.W. LINE 6' HT. MASONRY COLUMN WITH CONNECTION TO FOUR RAIL HORSE FENCE CONNECTED ON TWO SIDES I I LAYOUT DIMENSIONS FROM CENTERLINE OF OBJECT TO R.O.W. OR LOT LINES (TYPICAL) I i 4 . CONNECTION OF NEW R.O.W. I LINE TO EXISTING R.O.W. LINE DOUBLE SIDED MONUMENT SIGN i 6' HT. MASONRY COLUMN C WITH CONNECTION TO I FOUR RAIL HORSE FENCE I CONNECTED ON TWO SIDES 32 L.F. FOUR RAIL HORSE FENCE I yY° 248 L.F. FOUR RAIL HORSE FENCE SHEET KEY -r- ,�l1►Iw r wa,�r' DELTA GOLD COURT(P1,F) L.� 77" / / I � I I' 1 I I I I � 1 ,l/ i I\ `_ ------- 9----- .� MATCHLINE SHEET HS9 I! j LIMIT OF 6' HT LOC ALIGN WIT B i P 8 1090 L.F. OF 6' HT. SOLID PVC FENCE LOCATED V INSIDE PROPERTY LINE - FENCE SERVES SCREENING REQUIREMENT OF TYPE "A" BUFFER LIMIT OF 6' HT. SOLID PVC FENCE SHEET KEY LAYOUT OF FENCE 1' OFFSET INSIDE PROPERTY LINE MAY BE ADJUSTED TO AVOID CONFLICT WITH EXISTING TREES 1 LS12 SOLID PVC FEN E AT D ON LOT LINE - H F RONT OF HOME UIL DING ENVELOPE I I --- `\ 1 1 1 1 11 69' 3 1 -------------- S I I I ' � 1 , I 1 I I 1 I 1 I I I I 1 1 I I I 1 1 I 1 I I i 1 I 1 I I I r- 1 HEAVY TIMBER STRUCTURES - EXAMPLE IMAGES N.T.S. SGN T E3 I cc ' I, 1 I 1 >-I It , Ell 11 1 ZI I' 1 ' �l I II I ' I I I Ili I , O I I Q I j 0 II , � I I I I � o I II ' I I ( I I I PROPANE GAS FIREPLAC { WITH CULTURED STON "EUROPEAN STONE" 0 "ROCKFACE COLOR: BUCKS COUNT Ij i I I I I I I I �I I I I I up I IL-j I v PROVIDE 2'x4'x18" HT. HEARTH 2 HS12 PROVIDE FULL HEI( INSECT SCREI AND (3) SCREEN DO( (THIS STRUCTURE Of PROPANE GAS FIRES WITH CULTURED "EUROPEAN STON "ROCK COLOR: BUCKS CC PROVIDE 2'x4'x18" HT. HEARTH PROVIDE CEILING FA 3 HS12 PROVI D CEILING 29'-0" HEAVY TIMBER STRUCTURES 1/8" = V-0" HEAVY TIMBER STRUCTURES 1 /8" = 1'-01' SCALE: ill _ 401 O 201 40' EXPANSION JOINTS AT ALL VERTICAL ELEMENTS THROUGH CONC. SLAB 4W-CUT ONTROL JOINTS ;OVER 3T STAIRCASE - 12" TREADS AND 6" RISERS - 3000 PSI IRED IN PLACE CONCRETE VIDE 1/2" NOSING >AW CUT CONTROL JOINTS EXPANSION JOINT AT EDGE OF SLAB ALONG TOP OF STAIRCASE .IGHT SWITCH AND aFl OUTLET WITH COVER AOUNTED ON POST XPANSION JOINTS aT ALL VERTICAL ELEMENTS FHROUGH SLAB Jacob A Zimmerman NORTH Digitally signed by Jacob A HOI l (COI Zimmerman DN: c=US, o=Unaffiliated, ou=A01410D000001702693445A 000 1 358A, cn=Jacob A Zimmerman Date: 2022.07.18 09:34:06-04'00' )ACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT 0\DSC'gP O � EW o LA0001653 z STATE * OF P1,OR 10 0 r V O Y Z c`' a Wj J LL C� O M Q 3 O O � d M N (L = c� E ce -*�Z W N d Q N O J QZ -0 7 N Ch O -* o c'> N � N n Q Q �.J Q (/) Q � vi zzj 0 V) CL N M f�J all Know what'sbe OW. Call before you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 812121 HARDSCAPE PLANS ADDED 4. 7/1 7/22 TREE MITIGATION/ GRADING AT CLUBHOUSE DRAWN BY: ]AZ DATE: 1116120 20009 HARDSCAPE PLAN IIS12 1/2" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK #4 VERTICAL REBAR _ 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE -' 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS -------- - ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 30" O.C.- HOLD 3" OFF BOTTOM OF POUR v F135* 0 ° 3" MIN° 4 A -III-i I . °. ° -a . a . " 4. a =III=III=1. ° .I I I -I I El 11 a FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW DECKING - SEE DOCK 4 CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 2" AIR GAP ° =I FINISH GRADE ON LOWER a III SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END -I OF SLOPED WING WALLS °.• III ATTACH TO HEADWALL WITH (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT EXPDXY BOLT INTO CONCRETE HEADWALL 3-0" LIMITS OF WOOD DECK - 1 CONCRETE HEADWALL- CONNECTION TO WOOD rDDOCK 1 HS13 1" = T-0' HS1 SIMPSON STRONG TIE H0212 (2) " x 12" # 24" O.C. SIMPSON STIR TIE ( COLUMN BASE SET IN COLU POUR CENTER ON CONCRETE C UMN SLOPE TOP OF COLUMN \ AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LEVEL COMPACTED SUBGRADE 2" x 6" DECKING I-� 3" x 12" SIMPSON STRON/RIES 6" x 6" W HEIGHT 3000 PSI POURED CONCRETE COLUMN FINISH GRADE 6" T 24" DIAMETER ROUND 3000 PSI CONCRETE COLUMN REINFORCED WITH (3) #5 VERTICAL - REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR STABILITY DURING POUR - HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ. EBAR AT 15" 2 C CRETE COLUMN SECTI HS13 i N 1_ 1;%M �' Al DELETED FROM PROJECT NOTES 1. \SLMEETTHE IGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2. DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 3. CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE UTHERN PINE WITH EASED (SANDED) EDGES. 4. S L MEET THE REQUIREMENTS OFASTM F 1667. BOLTS SHALL MEETTHE REQUIREMENTS OFANSI/ASME B18.2.1 5. OF P TS SHALL BE F►ELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT R NAPHT NATE) 6. ER TO BE P ED TO BE CROWN SIDE UP. EXPANSION JOINT O DOCK AND OCK PERMITTING T INCLUDED IN CONTRACT (B OTHERS) 6 6-34" O 6 -3�" O g'-6-& WING WALL AT 45 DEGREE ANGLE TO HEADWALL- SLOPE AT 30 DEGREE MAX. ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING COLUMNS AND CONC. HEADWALL 6 MAX. JOIST SPAN 2 313 18" DIAMETER CONCRETE FOOTING (TYPICAL) ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING PROVIDE BLOCKING BETWEEN SIMPSON STONG TIE AC6 MAX AND POST D D ALL SPLICES IN BEAMS TO BE CENTERED D e OVER POSTS. SPLICED CONNECTIONS SHALL - v HAVE SIMPSON STRONG TIE PC66 POST CAPS • o. LIMIT OF DECKING 2" x 12" RIM JOIST ACH WITH (3) 3.5" 10d RING SHANK HOT DIPPED GA NIZED NAILS AT EACH JOIST OR BEAM 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON STRONG TIE HU212-HDG FACE MOUNT HANGERS MAXIMUM ON CENTER JOIST SPACING = 24" SPACE JOIST EQUALLY JOIST LAYOUT POST AND BEAM (BELOW) CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER s WOOD DECK HS13 DESIGN CRITERIA 1. DESIGN LIVE LOAD = 100 PSF 2. DESIGN WIND SPEED = 140 MPH 3. EXPOSURE "C" 4. STRUCTURE IS AN OPEN STRUCTURE 5. Gpc=0 6. VELOCITY PRESSURE = 36.3 PSF 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 8. BASED ON THE 2020 FLORIDA BUILDING CODE & SCE 7-16 DOCK AND DOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3" x 12" ROUGH SAW (NON -DIMENSIONAL) BEAM - (OPTIONA SE OF (2) 2" x 12" LUMBER) ATTA TO POST WITH SIMPSO STRONG TIE AC6 MAX HOT DIPPE GALVANIZED FILL ALL HOLES H 3.5" 16d HOT DIPPED 1 GALV IZED NAILS 6-3 MAX. BEAM SPAN CENTER BEAM ON POST 6" x 6" POST - ATTACH TO FOOTING WITH SIMPSON STRONG TIE H0212 COLUMN BASE- STAINLESS STEEL (2) 5/8" THROUGH HOT DIPPED GALVANIZED BOLTS WITH WASHERS ON BOLT HEAD AND NUT 2" x 4" DIAGONAL BRACE ATTACH TO ALL PERIMETER POSTS- SECURE WITH (1) 1/2" DIAMETER THROUGH BOLT WITH WASHER AT BOLT HEAD AND NUT FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVIDE BLOCKING AT ATTACHMENT LOCATION BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS AT MIDPOINT IN POST ATTACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST STRAPS FOR LOCATIONS WHERE BRACING IS PERPENDICULAR TO BEAMS DIAGONAL BRACES EXTEND OUT 20" IN BOTH DIRECTIONS FROM POST POST - BEAMS - BRACING ATTACH PERIMETER DECK BOARD RUNNING PARALLEL 31M JOIST WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS AT 8" O.C. ® DELETED FROM PROJECT DECKING 2" x 4" DECK BOARDS- ATTACH TO E ACH JOISTS WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS- TWO NAILS PER JOIST r- 3/16" GAP BETWEEN ALL DECK BOARDS NDED DECK BOARD RUNS TO BE B KEN AT JOIST LOCATIONS ONLY ADD NA ING BOARD TO JOIST TO NAIL A ACENT BOARD- GAP BUTT JOINT AT 3/1 " . ALL DECK BOARD TO REST ON A MINIMUM OF FOUR JOISTS NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF E J 0 U. N .� o L ar_3 a E z Q �3 C!m y�0 J a s NA 0 N � ti w Q o � Cl aQ� o� � a �o z imm �Pe $' Knol whi tgbelow. re you di . REVISIONS: 1. 3/12/21 Digitally signed CITY REVIEW COMMENTS Jaco by Jacob A Zimmerman 2 4/19/21 A DN: c=US, CITY REVIEW COMMENTS o=Unaffiliated, u=A01410D000 Z' m 702693445AO 3.8/2/21 1 1 1 00 HARDSCAPE n=Jaco PLANS ADDED Zimmerman 4, 7/17/22 a n Date: 2022.07.18 STRUCTURAL ENGINEERING 09:34:43-04'00' MODIFICATION- DELETE DEC DRAWN BY: ]AZ WILLIAM G. REIDY, P.E. DATE: 11/6/20 REG. NO.35605 PROFESSIONAL ENGINEER 20009 HARDSCAPE DETAILS a W t d z 0 N 0 N 0 U I 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1% SLOPED TOP 0'-12' STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 6-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE ® 6" MIN. 10" MAX. 5 - 1'-0" Ii1 i NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 31-6" CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 REBAR DOWEL @ 24" O.C. 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS 2-0" OR 2-2" OR 1'-6" 1-8" #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 12 6" MIN.'-`' �Lll�l�-Lt I -_ (3) #5 HORIZONTAL REBAR CONTINUOUS, 10" MAX. - - I I-j� HOLD REBAR 3" OFF BOTTOM AND - I- - EDGE OF POUR I I a • #5 TRANSVERSE REBAR AT 24" O.C. HOLD n Q 3" OFF BOTTOM AND EDGE OF POUR 4 = I I I I 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 3 0 3-0" _ WALL SECTION ® COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 1 RETAINING WALL AT POOL HS14 1/2' = VI MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE S WIDE CONCRETE SIDEWALK 8"X8"X16"CMU WALL _ PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1ST AND 3RD BLOCK COURSE ABOVE FOOTING #5 REBAR D=WE 32" O.C. ADJUST COVER OVER FOOTING TO "�- MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, �- HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 32" O.C. HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL HS14 1/2" =1--0° 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION H S 14 1 /8" = V-0° FOUR RAIL HORSE FENCE GNITDV QInr- vpwirl II AD rATGQ GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILLALLVOIDS WITH CONCRETE i- VENEER WALL TIES h---- 3 6 SQUARE COLUMN SECTION 6 FENCE CONNECTION TO COLUMN H S 14 1 1/2" = 11-0" NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 °k SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES 2 STUCCO VENEER OVER #5 BAR IN FILLED CELL, PLASTIC LATHE - COLOR 24" O.C. TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 6-0" 77 #5 REBAR DOWEL @ 24" O.C. TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, W HOLD REBAR 3" OFF BOTTOM AND 6" MIN.- I EDGE OF POUR - - #5 TRANSVERSE REBAR AT 24" O.C.- HOLD® 3" OFF BOTTOM AND EDGE OF POUR a _L _ = 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 3-0" COMPACT SUBGRADE AT ALL ® FOOTING LOCATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION H S 14 1 /21Ill" UHT. PEDESTRIAN GATE NO ACCESS CONTROL 0 vviur_ wrv111nr- i c SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP - EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR �- COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3-6" X 3-6" X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH 3 2 SEC 1 SEC FINISH GRADE MIN. 6" COVER 3000 PSI POURED CONCRETE FOOTING 3-6" X 3-6" X 1'-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL 1' 0" I. �_� I I= STONE VENEER FILL ALL VOIDS WITH CONCRETE i - VENEER WALL TIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN _ PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES �- FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR I 3000 PSI POURED CONCRETE FOOTING 3-6" X 3'-6" X V-0" 3'-6" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION H S 14 • /211 = 1'-011 4C6 COLUMN CAP w. ISOMETRIC WALL CAP ISOMETRIC 4'-816' 40" `a . ; •• .� G G• • e HOLD REBAR 3" FROM EDGE OF POUR-,' TIE ALL REBAR CONNECTIONS WITH METAL TIES r--- V-6" --j STRUCTURAL BRICK V-6" (BELOW ELEVATION PRECAST CONCRETE COLUMN CAP SECTION 3 STRUCTURAL BRICK T-58" STRUCTURAL BRICK 0'-416' 3-6" 0'-416' t- 3-6" COLUMN FOOTING (BELOW) 5t(:I IUN Z 3/8" MORTAR JOINTS (TYP.) 3-0' I �{ 0'-118 If ��,�#5 VERTICAL REBAR 4 15/16" O.C. SECTION 1 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET" MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- "PC-1 & MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "16" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50' ON CENTER #5 VERTICAL REBAR IN FILLED CELL, /- SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES _ PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 0' 10" PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 0' 44' MIDPOINT OF WALL 0'-41" STRUCTURAL BRICK (BELOW) 0' 112' QqU-52" f #5 VERTICAL REBAR 11 7/8" O.C. WALL FOOTING (BELOW) 7 STRUCTURAL BRICK WALL HS14 1/2" = 1"1 NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF E O *- 0 O 49 L 0 J� wU- ��(aU) p In0)O M � O O =�o H N d t J � a Q ?� Z w 0 N d Ng� -0 CD s N o� N n w Q o a0� 0 O zo0z ~ �z M 0. N co Knolaft'sbel eOW. dig. � Y 9 REVISIONS: 1. 3/12/21 Digitally signed CITY REVIEW COMMENTS Jacotil by Jacob A V, Zimmerman 2 4/19/21 A DN: c=US, CITY REVIEW COMMENTS =Unaffiliated, A01410D0000 Zi M 0CL2693445A00 3. 8/2/21 HARDSCAPE PLANS ADDED AZimmerman`', Date: 2022.07.18 4. 11/26/21 09:35:15-04'00' STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ WILLIAM G. REIDY, P.E. DATE: 11/6/20 REG. NO. 35605 PROFESSIONAL ENGINEER 20009 HARDSCAPE DETAILS HS14 ADJUST SOIL COVER FOR GRADE CHANGES SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL ® "U" CHANNEL - WELD 45 DEG. CORNERS 3" x 3" x" STEEL TUBE WELDED i LIMITED GRINDING OF WELDS TO SIGN FRAME x (2) 2" 10° TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST PRESSURE TREATED PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR PINE BEAMS - WITH PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - SEMI -TRANSPARENT WOOD STAIN DOUBLE SIDED SIGN ® WELD CORNERS OF "U" CHANNEL AT GATED ENTRY AFTER STACKING TIMBERS - J" x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED BEVEL CUT END OF POSTS AT 45 DEG. BEAMS AND STEEL "VILLAS AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT - PAINT ABBOTT SQUARE LOGO INSTALLATION HARDWARE "BLACK" TEXT TOUCH UP AFTER TIGHTENING BOLTS C6" BOLTS FOR COLUMN CONNECTION NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) i • I 4 SIMPSON STRONG TIE APDT2-6 • • . . V-5" EACH SIDE OF POST • • • • 6" SOLID ALUMINUM LETTERS WITH THROUGH BOLTS COLOR: "BLACK" WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH 8" x 8" x 10' TEMPLATE FROM LETTER MANUFACTURER PRESSURE TREATED PAINTED FINISH - COLOR: "BLACK" PINE POST - WITH k (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED SEMI TRANSPARENT WOOD STAIN DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT" ON SIGN FACE � _ ��.� �� " � 2" THICK PRECAST CONCRETE WALL CAP PINEAPPLE GROVE'NAILHEAD' PATTERN COLOR: "WHITE" i SURFACE MOUNT WITH EPDXY SIMPSON STRONG TIE , ( k 12" SQUARE MEDALLION MODEL # 125M-097 4" APG (4 PER POST)S` CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" POST BASE SIDE PLATE XIA www.pineapplegrove.com COLOR: "BLACK 3" x 3" STEEL TUBE WELDED 2 J" THICK PRECAST CONCRETE CAP TO SIGN FRAME COLOR: "WHITE" PROVIDE SLOPE IMBED TUBE MIN. 6" INTO CMU WALL AWAY FROM POST • . PAINTED FINISH "BLACK" • • CAULK JOINTS TO PREVENT WATER INTRUSION FAUX STACKED STONE VENEER - CULTURED STONE PRO FIT LEDGESTONE COLOR: 'MOJAVE' FINISH GRADE 0 N 0 N 0 U MATERIALS AND FINISHES 14'-38'-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION 1 ENTRANCE SIGN H S 15 1 /2" = 1--0" PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES /— HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3'-0" X 3-0" X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL SIGN COLUMN SECTION 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP MATCH/ COORDINATE PROFILE AND COLOR WITH COLUMN CAP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES 2" CAP WITH 1 1/2" _ OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' M TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8"X8"X16"CMU WALL _ PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ADJUST COVER OVER FOOTING FOR GRADE CHANGES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD —� 3" OFF BOTTOM AND EDGE OF POUR • d s 3000 PSI POURED CONCRETE _� i I —I I®III— FOOTING- CONTINUOUS Z h�- 0 —� ! COMPACT SUBGRADE AT ALL 3-0" FOOTING LOCATIONS SIGN WALL SECTION 8" x 8" POST VERTICAL REINFORCEMENT BARS (TYPICAL) (MAXIMUM 24" O.C. r 8"x 8" POST r-- CMU BLOCKS FOR SIGN WALL a %'... • . d .. .• '..• A. 3-0' • • • • • • • 'd • is .• •° • • .. •. • ' ° .. I 15'-6" _ ® SIGN BASE FOOTING #5 VERTICAL REBAR STONE VENEER COLUMN AT ALL CORNERS SIGN WALL VENEER WALL TIES COLUMN STONE VENEER #5 VERTICAL REBAR MAX. 24" O.C. FILL ALL CELLS WITH CONCRETE E1j11-.j1..1101 E11!j1�1LjE1Ej5JE1 IiIE] VENEER WALL TIES SECTION THROUGH SIGN BASE Digitally signed by Jacob Jacob A Zimmerman DN: c=US, A o=Unaffiliated, ou=A01410D0000 zim m 01702693445A00 1 1 I' 1 1 01358A, cn=Jacob A Zimmerman e r m a n Date: 2022.07.18 09:35:49 -04 00 NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER A 4 z � a Q w E 0 r V J W U. is In �0 c") Q p O N t0 N a J � a U ,a E Q�Z W � N Z N O J ao N M O M O N � N ti Kno wh ' below. all �e�ore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4. 7/17/22 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: JAZ DATE: 11/6/20 HARDSCAPE DETAILS HST 5