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HomeMy WebLinkAboutPLANSCHIMPANZEE DARE PHASE 3 -POD EXPANSION `-73 lu- ST. LUCIE COUNTY, FLORIDA Orange Avenue, S.R. 68 O o � �C� _o OC L C F t O V) C a ]Goldsmith Rd 10 U a INDEX OF SHEETS Midway Rd, S.R. 712 5•R' 10 O 1 COVER Subject Site 02 EXISTING CONDITIONS ST, LUCIE COUNTY HEALTH DEPT. ENVIRONMENTAL HEALTH SECTION TWP: 35S Range: 38E Section: 25 SITE PLAN APPROVED FORCONSrUFTION 03 OVERALL SITE LAYOUT SUPERCEDES ALL PREVIOUS SITE L NS FOR Location Map osbs+� 3 DATE & GRADING PLAN Propery Description: REVI"EWIEW Lot No, 211-0001-000/2 Wp��Ep 04 TYPICAL POD PLAN &TYPICAL SECTIONS 8t bldeCounbl OS PHASE 3 WELL AND SEPTIC DETAIL PLAN 06 PHASE 3 WELL AND SEPTIC DETAIL PLAN • Aea/iG�, M4 is, I Z- i��SsOC/G714es, f',,i� 07 DETAILS & SPECIFICATIONS G'onstrlrrng�n�ineers (� �f _4 f �o�1e.• /TTZJ ZZ1-86O�J Loi,iva cER7iFnarE of nUniDFI; -wri ?o1) 3a.1 BENCH MARK qi, X-CUT IN HEAD WALL, ELEVATION 23,496' WITNESS CORNER N 5045.5894 E 4886,9816 Existing Road Crossing D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833.1669 EXISTING 36' METAL Cl EAST INVERT 16.l' WEST INVERT 15.6' D.O.T. STATION 120+68.50 NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK g2, 3/8 IRON ROD, ELEVATION 22,00' WITNESS CORNER N 5000.3@91 E 5006,2253 EXISTING 36" METAL CULVERT EAST INVERT 15.2' g kNL7 ST INVERT 15.9' O NORTH LINE SECTION 25-35-38 Goldsmith Road 1ri 20' WIDE DIRT ROAD N _ _ _ _ _ _ ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) _- --- .i-------- - - ---- -- --- EXISTING J6"METAL CULVERT NORTH INVEST SW N I15.6' iNVERT 9fi.0' rix. EXISTING CULVERT EXISTING DITCHES TO BE REMOVED AND OR UPON COMPLETION OF FIOLLBD NEW CONTROL STRUCTURE I -STORY � BERN - EXISTING Administration Building F.F.E,-23.5 Existing Shed F.F.E.=23.5 WELL WITH CONCRETE Exist. Chimpanzee Introduction Unit F.F.E.=23.5 Existing Grainfield Exist. Group SetF.F.E.Housing —'E&STING 23.5 NGVD PHASE 1 rr ES �/� fMialring Pqd SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318,7664 E 4974.0628 SW CORNER OF THE NW 1/4 25-35-38 I IIACCESS EXISTING CONTROL STRUCTURE �TO BE REMOVED UPON COMPLETION OF NEW CONTROL STRUCTURE r EXISTING DITCHES TO BE EXCAVATED OR FILLED PER PLAN EXISTING CULVERT TO BE REMOVED EXISTING DITCHES TO BE EXCAVATED OR FILLED PER PLAN EXISTING CULVERT TO BE REMOVED IS'E 2522.30 BENCH MARK $3, 318 IRON ROD, ELEVATION 19,95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE /NW 1/4 25-35-38 o " 0 o IZ 00 o C o Qj � D U cc J Ln = IZ s � a = o r w o Z C w J Z U Q a OIU z wo > N z W w J F a Q Z PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 O N O > V) X Q O <C m O D O Nm�� �1 q0 LLJ N LL L, ED L-I 0 z w O H Q Z Z w U J J I..I.i OU�L� 1- QI-0 QLJ OOO U Q LLJ CL=OfQ_J (n C Q O U a U d Z _O Ln W LLB �1 a d II N1 O w� < �,a IT I- tZ N N� Lu tn WC WMA w 4 0 ~ Q o a kfthlmd Q WILL . V O •� �w V N �1 ~ wa w >: Z U W 0 U w U J H SCALE: 1 "=200' 0 200 400 80C PROJECT #. 02 07 SHEET OF SEED AND MULCH ALL DISTURBED AREAS 20' 3' 10: 1 SLOPE - EL. 23.0 NATURAL GROUND EL.20_0 - 21_Ot- N) EL. 17.4 r, LOPE TO M 20' 10: 7 SLOPE 3' U� J1 3 MAX. VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES BOTTOM ELEV. 14;0 NORMAL DRY SEASON (HIGH WATER) CONTROL EL.=17.40 81 OUTFALL DITCH DETAIL NOT TO SCAI.F TYPICAL SECTION PERIMETER BERM (FOR ALL AREAS NOT ADDRESSED BY SECTIONS BELOW) NOT TO SCALE 30' PERIMETER ROAD EL.=21.40 30' PERIM MIN. PERIMETER ELEV. 22.00 PERIMETER ROADCOMPACTED TO \ 95% OF MAX. DENSITY PER AASHTO T-99 EXISTING DRAINAC VARIES 20'- EL. 17.4 q \ EXISTING DITCH TO BE CLEANED TYPICAL PERIMETER SECTION SOUTH AND EAST BOUNDARIES NOT I SCALE 4 U' :OP EL.=32.0 / VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES NORMAL DRY SEASON (HIGH WATER) CONTROL EL.=17.40 40' BENCH MARK #1, X-GUT IN HEAD WALL, ELEVATION 23,496' WITNESS CORNER N 5045.6894 E 4886.9816 Existi Road D.O.T, STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833,1669 EXISTING 36" METAL CULVERT EAST INVERT 16.1' WEST INVERT 15.6' II 6:1 min. Access to Top of Berm II Proposed Levee See Section this Sheet (Typ. West/North) M li DO n I 0) N oZ ZO U U w w z N w �13 C) . ILID Ln N V^ g In o O c I Q O 0 I" z _ I U W vl 0 U W y iII W O �I W z G_ T� y W 25.0' I z W(� 7.0' 7765 � 65. LL' Q O �I C N NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS I BETWEEN DITCHES BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22.00' Proposed Levee WITNESS CORNER p N 5000,3891See Section this Sheet E5006,2253 6.225 E36' METAL CULVERT (Typ. West/North) EASTASTINVERT 15.2' WEST INVERT 15.9' O i NORTH LINE SECTION 25-35-38 Goldsmith Rood 20' WIDE DIRT ROAD N- - - - - - - - - - - - - _ MI z _ - - _ - _ - - - - ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - 30' PERIMETER ROAD ?lam \ ENV,=18. 30 INV. =18.00 8g0 INV.=18.20 LZ'NV,18,00 . INv. =18.40 '°- 1410' EXISTING'' EXISTING NV.=18.00 \ 9oa Administration ROL STRUCTURE a;SF z Building TO BE REMOVED w �� „� l N, / TINE AS ' ? �\' POD w ` i w Exist. Chimpanzee Ex,�im�' g,a1 a Introduction Unit o ! a i§t. Group Housing I = Set F.F.E. ® _ 23.5 NGVD ' - - - - INv.=18.00 / INV.=18 20 Lake / 20.6 230 LF MP 2,400 S.F. Nv.=,s.00 - - - - _- - - 24' 13. Residence INv=3.4 �•%/1i \ I I of ' /II INV.= INV.=18.10 I C ` �' 1 18. 30 9,700 SF .. AVAILABLE �\\ \ POD . 11 \��` -j'I`I ! ! .I'll '+6,' POD 4 ` / /✓ m Group Housing\\ �\ 7P VE T = �'\ / 4� m (Typical) A 2200 ° \` Lake oILA AVAILABLE ::; 19.97 Ac. o . o 880 E. 0. W. 13.40S F IL SF, iq OQ F6 2 AVAILABLE I / � `</ / � - � / - � Outdoor Area / / B (2.2 acres)(tYP) 170 LF-36" CMP INV.=14.50 PROPOSED,1j I, \ CONTROL STRUCTURE /% POD 5 ,1, //q ! TYP ! J1 \'I''1 POD 6 \ (SEE DETAIL) PROPOSED 140 LF OUTFALL DITCH 361, CMP I 1 •' ' INV.=18.10 INV. 13.50 - - - - - - -- - - - a) 2,400 S.F. (TYPICAL) ISLAND CONTROL p INV.=18.00 STRUCTURE (TYP w r- Residenc NV.-18.00 (SEE DETAIL) ! 7 V.=18.2 z 50 �A g50 v v OD HAS �1(3;� POD yn�, �. 12,000 S.F. 100 L / - I 18 400 S.F. AVAILABLE �� ryp0.0 ! ! AY VAILABiLE { �l Group Housing a (TypicLake \ z y00 IB�O 2 �F INV>18.o0 - INV= 18.ao- CONTROL / 11000 S.F. INv=laEL 17.4 so izogl � mBuilding INV 1830 .=24.? INV =P8.00 'INV 1820 F.F.E.=24.5 �.., _- � 5 000 S.F. :.., �, Js Fenced Area INV=1840 Nv= �, vv D.O.T. STATION Ng _ - �'° - 20+68.50 30' PERIM 'EXISTING DITCH SW PROPERTY UTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DIT S81 8'18"E 2522. � 1 WITH t CORNER FALLS N 2319,9459 BETWEEN DITCHES DRAINFIELD AREA E 4831,4035 N 2318.7664 2,400 S.F. E 4974.0628 6:1 min. Access (Typical) Residence F.F.E.=24.5 SW CORNER OF THE NW to Top of Berm 1/4 25-35-38 VARIES 25'-30' FUTURE AREA ASSUMPTIONS & ELEVATIONS SHELL ROAD ,30 AC. 21.0-22.0 SWALES .50 AC. 18.0-21.6 CONCRETE PAVEMENT .10 AC. 22.0-24.5 BUILDING PAD 1.10 AC, 22.0-24.5 BUILDINGS .30 AC. 24.50 BENCH MARK p3, 3/8 IRON ROD ELEVATION 19.95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE /NW 1/4 25-35-38 5,000 S.F. 2yoo Fenced Area �a 6:1 min. Access _ to Top of Berm m � 1,000 S.F. p Z Building A x Option Future A z,00 Development Areal g Temporary Spoil Stockpile e,400 s.F. Area 30 30' Perimeter Road AVAILABLE See Section this Sheet 9°0_, ! - - - (Typ. East/South) INV ISA i -- ' I 13.406 S.F] _ AVAILABLE I / w I - = - INV.=18.00 _ ! Lake INV.= A 1 , V A�`� POD 101"y -5 ! Z AVAILABLE - vJ O s° 24.P Lake _ U Tip 11 53 Ac. .a E O.W. Q c° 3 400 S F AVAILABLE 100F PGiD 11 `�,' ! TYP JJJ Z Z Q INV,=1G.00 O 4 N V. - 13.50 a O U Lake w ! (TYPICAL) z U O 0 N w - i III 1' 0' Q Z � POD f 2''; �P INV 7820 - 8800 SF. INV -1830 AVAILABLE Zpp=18.50 O �< ETER ROAD 1XI81 BITCH NG Perimeter Rood See Section this Sheet (Typ. East/South) PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 LEGEND z PROPOSED SHELLROCK ROAD J J i I L Q'. PROPOSED SPOT ELEVATION 4 4 w 0 d o6 0 EXISTING SPOT ELEVATION oo F4 ryry. h 0 0 EXISTING GRADE e�y ELEV\=20.Ot - - -.. _ -_ _ / EL. 17.4 PERIMETER ROAD COMPACTED TO - 95% OF MAX. DENSITY PER AASHTO T-99 EXISTING DITCH / VARIES PER NSLRWCD REGULATION TO BE CLEANED / OF HEADER CANAL STAGES I NORMAL DRY SEASON (HIGH WATER) CONTROL EL.=17.40 / IHD O N p } W (n < a O Q 0] O 0] � V) [L W W O CC N .-LL LwM W O Z F- W Q W Z Z Y w WM J J lyj(7 <U0 W H- W0, WOo U p U Q W� S G_ Q J VD r]O�Ud Ud z O' Ln 5 Of M w a a 0 C3 LLI 00 CC cn €W w z t0 L� C L w cr _ - 11 - ----- - a W o 0 (� l V U O U U U D F- Ln TYPICAL PERIMETER SECTION NORTH AND WEST BOUNDARIES NOT TO SCALE SCALE: 1"=200' 0 200 400 800 PROJECT # 03 07 SHEET OF I 1 1 1 Group Housing (Typical) Fr— T T Proposed ,--- \ Septic / I I \ F.1%0® 9 1 LO , ' I II �22•• � I / / ,' ,, ,' 1 1 1 \ Proposed ®rcinfield A-reo (Typical) " O-------------------------- � \ I / / \ Propose \� Septic To k� / t BOO 1 D'' , 24 r/ /> Xll\ SO � \ Outdoor Area (2.2 ocres)(typ.) / / F-T7 T� F / i Propose \\ - / Septic T ilk MATCHLINE Labe 1 19.97 Ac. @ E. 0. W. O �O co 0 �o / / I 1—Z--J I / I I I ii I , 0 o N p �T N Q m'. om Ln L m' U- (_I 0 z w p F- Q W W U p Z Z �wLD3ULtjv_F- QI- V/Qi.Liopp U Q W0�_Q� Q J 0000 0-00 z 0 W M w N a a M 0 � � I a Ld Cr N r w Z "o CV T' ® -> m a p W o J V_ W� O�NA } �.y z U W 0 U U LLJ U U D F- Ln SCALE; 1 "=60' 0 30 60 120 PROJECT N 06 07 SHEET OF G��uro � C 5 `­"�-' fll:::" Mz'::D ��nter �" Drawin Index T 1 Title Sheet Al Floor Plan and Door/Window Schedule A2 Elevations/ Concrette Ceiling Plan A3 Foundation Plan and Footing Schedule A4 Roof Framing Plan and Details � � b � g w � 0 0 9 LL y yam.- O ,J7 g3 iq v W 41p � O S LI v N U n A n r m o 0 '1 0 0 a N O L V ) V �� N J N +� N cn CQ Q .. E L O - `'- V Z37 Q C:M m cn U C: � L � O O o-LZ = v i2 N O �a L N t_7 V CL u z 0 �M A5 Wall Sections and Details A6 Building Section, Plumbing Riser and Specifications A7 Electrical Plan, Calculations/Riser/Panel��� CONSTRUCTION CORPORATION JOB # 03-0501 DATE 03/12/04 SHEET T I LIC. CGC013084 DOOR SCHEDULE laize type hardware design'' pre;aure remarks l hollowfibrgl. owing otainle.otl, knob 2 2 - 3'-0" x 6'-8" x 13/4" exterior 1noul fibr 1. 5win 5tainle. tl. knob 31.6/-39.8 eatherstri w1 h.c. threshold. Upper window J' 2 - 3'-0" x 6-8" x 13/4 exterior inoul metal owinq 5tainle.5tl. knob 31.6/-39.8 4 10'-0" x 6'-8" open mesh and owing cage door 5 2' 8" w x 2'-8" h horiz 5liding metal door wall mounted; 5'-0" head height, 6 3' 0" w x 6-0" h vent. olidincj metal door remote wall mounted/ uillotine 8'-4" head Hei ht 6' 0" w x 6-5" h metal mesh owing gate 8 2'-8" w x 2'-8" h horiz sliding metal door 3' 4" head Height 9 2'-0" w x 2'-6" h over head chute 10'-8" head Height 10 V-8" w x 2'-O" h Skylight NOTE: ALL H.M. DOORS AND TUBE STEEL MUST HAVE SEALED TOP/BOTT CAPS TO DEEP CRITTERS FROM HIDING OUT. 6" DRAIN c•] i � N �i CV Cv� OPN'G i tl / I I i I I i i I I I I I 1 I I I I 1 1 1 1 1 1 1 I I 1 1 1 i I 1 1 i i 0//II II II II I� O I II II II 9I II II II II II II �I NOTE: ALL HARDWARE TO DE STAINLESS STEEL Head heighto are from 0'-0" at top of curb See Elevations UNIT#5 3 z Cl W w UNIT #O U � � 1 �J O LIXIT WATER SUPPLY FOR CHIMPS (TYP) 5 0 EXTEND LIXIT PIPE TWO PER FIVE FEET APART (TYP.) BASE CABINET- WALL MTD. 5" A.F.F. PROVIDE FILLED CELL BELOW SILL 1'-0" FROM WINDOW OPN'G EA SIDE FOR BRACING WT W 1'-21/2" FILLED CELL L---J L--- OH/G O 0 N'G H A OVE OR BMHGHTGH t _.. 7" % REMOTE'LIXIT' ( ON GONG. YARD PYLON (V.L.O.J.) It pbv I H/C ENE Q UNIT#3 i " X 8" CAST / CONC.SURROUND L� OPN'GS o UNIT#4 0 WINDOW / OPENING SCHEDULE - Size/model type frame glaeo head light. design precr),eiij re remarks Asingle, 2- 3 -1 w x 3 -2 3/8 h awnln alum/white 9 tinted 6' 8" 31.6/-34.6 metal Security bars mtd. over window B 4' "w (wall o en mesh metal no lass 6' 8" 3 sided baywindow "View ort" C " " o en mesh metal no lass 6' - 8" interior mtl. cage "window" D 10'-0" w x 4'-0" wall o n' o en mesh metal no lass 6' - 8" interior mtl. ca e "window" E 1'-71/8" w x 2'-2 5/8" h sin le hun alum/white sin le tinted 6' - 8" 31.6/-34.6 rough opening 20" G 3' 4" w x 4'-0" wall o n' o en m sh no lass 6' 8° exterior mtL cage, "window" H 1'-81/2" w x 1'-81/2" h ehot. fan I 8" EXTEND' IXIT'TO /IEWPOR (VLOJ) O �I 1®" wn e SERVICE AREA 5 WALL MTD UPPER O � CABINETS c II OPN'G NE I I I I 1 I I I IW IH Iz Iz I � 1 � I o ---- - O(D I W FZ 1 1 1 4 Trr �CLO5. TOILET t WH r WH EQUII't o , x�l1 ram& r 1'-31 CELL OPN'G ABOVE FOR EXH. FAN 1'-3" II i EYE BOLTS @ CENTEROF CEILING AND EACH WALL TYP. UNIT#1 0, H. CAGE CHUTE - (VERIFY LOCATION W/ FABRICATOR) O � O EXTEND LIXIT PIPE TWO PER CAGE FIVE FEET APART (TYP.) 0. H. CAGE CHUTE O G UNIT#2 0 13'-4" BA5E GANNET- WALL MTD. 5" A.F.F. raROVIDE FILLED CELL BELOW SILL 1'-0" FROM WINDOW OPN'G EA. SIDE FOR BRACING i W WT it i H/C O �` H® COLD ONLY 6" PIPE - LID AND C.O. BM HGHT CHANGE 12'-0" T010'-6" ©i OF CONCRETE SLAB WALLS NOT REQUIRED TO BE FILLED SOLID EACH CELL. ONLY AT VERT REINFORCEMENT CELLS. ® WALLS FILLED SOLID EACH CELL. WITH OR WITHOUTVERT REINFORCEMENT EDGE OF CONCRETE TOTAL 5Q, FT. UNDER ROOF = 2313.51 GONG, SLAB TO CONNECT BETWEEN BUILDINGS (TB[) IN FIELD) a r; 0 CONSTRUCTION 1111V CORPORATION EIC. CGCO13084 a JOB # 03-0501 w DATE 10/O8/-03 SHEET Al 1/4 11 = 1'-0'1 1 1� 24" X-24" LOUVER INTAKE GRILL AM O.H. m CEMENT BOARD HORIZ. SIDING ABOVE 00 PAINT (TYP. ) ED CONC. BLOCK ELEV. 0'-0" --———————— �— —— — — — T Riaht Elevation 1 /4" = 1'-0" SOLAR PANELS 12 21 24" X 24" LOUVER INTAKE GRILL CEMENT BOARD HORIZ "�— PAINTED CONC. SIDING ABOVE CONC. �- -- BLOCK (TYPJ BLOCK WALL CAST CONC. SURROUND AT � — OPN'GS EXTERIOR MTD. HOTAL SLIDING DOOR 0 0 — — — �— ELEV. 0'-0" Left Elevation 1 /4" = 1 1 -0" BAY WINDOW SHAPED "VIEWPORT" W/WIRE MESH SIDES & ALUM. PANEL ROOF ELEV. W-0" - - - - - - - - - - - - � - - CHIMP ENTRY DOOR OPN'G CEMENT BOARD CAST CONC. ABOVE CONC. BLOCK INTERIOR MTD. WALL HORIZ. SLIDING SURROUND AT OPN'GS METAL DOOR —� — (TYP OF 3) ttt���lll///eee - -i I- I- I I I I - I' -- -- --- PAINTED CONC. f — BLOCK (TYP.) — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — l PATIO SLAB 110%,] 911 1 /4" = 1 '-0" ............. .............. Co F:- tt7 = .O I. I .I: #5X8 b°.. i : [ rv- KYQ6HT L0G W!; TRU556P0 :. I I L__� .; T'.,. O" 5OT ,Q . ...... i i SbT. �:. (fl _ Rear Elevation 1 /411 = 1'-0" Front Elevation 1 /4" = 1 '-011 CONSTRUCTION CORPORATION LIC. CGCO13084 b PVC GRATE N `\ r 1 \ xl yr •'':'':'; FA5RICATEDSTAINLE55 5TEEL TRENCH DRAINS #4 X 6 REBAR @ 2'-0O.C. WELD TO 5TEEL ANGLE FIBER REINFORCED PVC GRATE (250# LOAD RATING) LLI V Q 2 - #4 CONL UIEL.' AllP.• ^1� A. CO 3 - #4 CONT. m TRENCH DETAIL N.T.S. FOOTING SCHEDULE TYPE DESCRIPTION T.O.F. 24!' x 12" CONT. CONC THKN SLAB +0'-Q" FT'G W/ 3 • #5 CONT D +•� •A 3" CLR BOTT 777 2,w� 1'-6" x 1'-S" CONC MONO FT'G W/ 3 " #5 CONT 2'-6" WIDE DB'L LAYER 6 X 6 10/10 +o'-Q" D WWF @ PEFIMETER 3" CLR BOIT 1'-6" x 1'-8" CONC MONO FT'G W/ 3 v #5 CONT 3" CLR BOTT „ +0 Q • a 2'-2" FT'G EXTENDED W/ 2 • #4 BAR CONT 2,-2" 8" x 8" CONC MONO FT'G W/ 1 • #5 VARIES � > • CONT 3" CLR BOTT W/SLOPE 16" x 12" CONT. CONC THKN SLAB 0, 0„ FT'G W/ 2 • #5 CONT A-- >---� 3" CLR BOTT 1 _4 ,_ " u 1 6 x 1 ,_ � CONC MONO FT'G W/ 3 D a #5 CONT 2'-6" WIDE DB'L LAYER 6 X 6 10/10 WWF @ PERIMETER 0'-0" � � i16 3" CLR BOTT t� .E 6" DRAIN / N / ! N CONC. CLEAN OUT ' / / / 2 _8 ... - W/ALUM. DIAMOND / / PLATE COVER / // / WASHOUT IN END OF TRENCH j WWF^ i I �Y GATE VALVE W/ 1 CONTROL ABOVE GRADE SLOPE 2" - 00 II I I II �; I I #5 VERT REBAR w 48" O.C. MAX I in (TYP) EXCEPT IN C9 OPN'GS I ' II z I I ii a Lu ~ A II n W -41l N - 6" %ET I U p TO EPTIC I it p TANK i (CHIMPS) ST I I WASHOUT 0 I VALVE I I I I I L--IJ i I Im 4" SLAB @ ENTRY SL ' F SECTION A -A D — PATIO SLAB, 11 4'-$ SLOPE TO FLOOR DRAIN PROVIDE CLEAN -OUT COVER / RAISED SLAB FOR BAY SLOPE 2" SLOPE 2" „ „CONNECT TO 811 ���111/// / WINDOW VIEWPORT RAISED SLAB FOR BAY OTHER DRAIN - L - o WINDOW VIEWPORT MATCH ELEV. HEIGHT _4 MATCH ELEV. HEIGHT \ T -6R ------------------------------------------- ,------------------------------------------ WASHOUT IN ----------------sz ----- ---- ------ ------ ------- END OF TRENCH A SLOPE 4" SLOPE 4 SLOPE 4" -2" -2" 11 ---------------- w------------------- _-T ------ IUj "' V F_ A B o LAB 3000 PSI 6/6 X 4" CONC S I w 10/10 W WM ON 6 MIL POLY V. B. w o II/^/ OVER COMPACTED, TERMITE J p TREATED SAND FILL (TYP) 00 It WASHOUT 1 A VALVE -- -0y ----------------------------------------------- I I I. -40" \ SLOPE-4" 2" I I SLOPE 2" ,, SLOPE 2" I I -------------- ----- --- - ----------- 4" -4" I -4, \ SLOPE 1 1 /2" / SLOPE 1 1 /21, PVC TRANS.- 1 / / PVC TRANS. FROM 8" TO 6" B '_— FLOOR DE IN / / (NE FROM 8" TO 6" /B\ 2" HIGH CONC. // q5 wa CURB (TYP) REVERSE OSMOSIS WATER EQUIPMENT. ;emu I -411 CONNECT ONLY TO 6" PIPE I r .............. � CHIMP LIXIT , DRINKING SUPPLY WITH CPVC PIPE -4 N B I e II II r II r 3' X 3' CLEAN.D T BOX W/ REMOVABLE DIA1 IOND PLATE LID I 59'-4" \/ X W/L/ 4------------------- - - ------------ IREMOVABLE DIAMOND ----------- - --u --- ---- -----I -j----------------- - - - - -_--------- - - - --f -7 I\ IPLATE LID I[ I IL - - �j 3' X 3' CLEAN -OUT BOX W/ 6 PIPE z T - II PLATE LID II II Foundation Plan 1 /4" 1- 1 '_OI' -2„ N ------------------- -4" SLOPE 2" -41, 1 E 0 JI— MEN ,Iwo 0 w ti #5 VERT REBAR -48" O.C. MAX (TYP) n ' EXCEPT IN OPN'GS L > TT •F-+ 1V c V 0 4J v •lJ N ro a lil ■ ■ 4" CONC SLA 1 2500 PSI 6/6 X ® ■ 10/10 WWM N 6 MIL POLY V. B. OVER COMPACTED, TERMITE 1 TREATED SAN FILL (TYP) 4--J 4" c: TLL _ ■ N 1, v' SLOPE 1 1 /2'1) cn N T . o 1./...�..1, I.L. 41 i 0 n a0) � � c 4" CONC. 1 , 7' o" SLAB v a U_ ............. 1N DRAIN Q o C) > ' SLOPE : ' 1 Ct ~ v �vo O W n 14 Imo CONSTRUCTION IV CORPORATION LIC. CGCO13084 JOB # 03-0501 DATE 10/Q8/03 SHEET A3 FILLED SOLID CMU CELL 1 x P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 3 1/4" MAS. SCREWS 18" O.C. AND AT ENDS EXT. POLYURETHANE SEALANT SEAM ALUM WINDOW SCREWED INTO WINDOW MANUF DESIGNATED OR 1I40 MPH/ SEC. GUST WIND LOAD CONT BEAD AT PERIMETER OF 'VULCAN'SEALANT WINDOW JAMB/HEAD N.T.S. ALUM WINDOW W/ MAS. SCREWS AS DESIGNATED BY WINDOW MANUF (1 1/4" MIN. IMBED) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE CONC. SILL 100 MIN CONC. SILL W/3/4" RECESS 8" CMU BELOW SILL WINDOW SILL MT.& m ORIGIN OF TRUSS CENTERS 380# UP W/ LTA1 ANCHOR OR HETA 12 r% r r- LINTEL SCHEDULE APPLIED APPLIED SAFE TOB BEAM TYPE UPLIFT GRAVITY UPLIFT GRAVITY LENGTH LINO L LOAD P5F LOAD PSF LOAD LOAD PSF 8' 2 8 X 16 CMU SHORED AND CIP W/ #51T/1B 5EE DETAIL A-A5 0 550 1080 2260 6'-4" MAX B1 SEE ELEV 8 X 8 FORMED AND CIP W/ #5 -113(AT CAGED OPN'G 5EE C-A5) 0 750 1140 1255 6' 0" B2 12'-0" 8 X 20d CMU AND CIP W/ 245 1TAD 1020 1800 2000 3900 8'-8" 133 12'-0" 8 X 56 CMU CIP W/ #51T/2D SEE C-A5 0 2100 2600 4100 11' 0" B4 12'-0" 8 X 56 CMU CIP W/ #51T/213 5EE C-A5 0 2100 2600 4100 3' 4" 135 12'_0" X 16 GMU CIP W/ #51T/113 POURED ONO WI CONG 5LA13 SEE E-A5 600 1250 CLIP LOAD 4100 CONT T55 10'-61 X 16 CMU CIP W/ #51TAD PSEE B-A5 600 1250 CLIP LOAD 4100 CONT T136 8' 10" X 16 CMU CIP W/#51T/1D 5EE B-A5 150 250 CLIP LOAD 4100 CONT TB7 TRU55 MANUF DESIGN TRU55 TOP CHORD GENERAL NOTES: FOR PANELS AND 1/4" DIA LAG BOLT OPENINGS WITH SIMILAR LINTEL LENGTHS CALCULATED FORTHE WORST (4 TOTAL) CASE SCENARIO "5EETRUSS 506# UPLIFT, 600# UP W/ LTA1 ANCHOR OR HETA 12 !DbU7F LJr 1N/ L I A I ANUHUK UK HETA 12 OR HETA 12 W ' ,4-J /�— V a V O U �4 W N �V N r O 4- . c� 4_' V D > --J c: . ro � V O L ® O L ILL O n� L C: l7 fir/ d ILL e JOB # 03-0501 DATE 03/12/04 SHEET A4 1 /411 = 1 1_011 CONSTRUCTION CORPORATION LIC. CGO013084 CONT, ROUND GALVALUME TRIM TO COVER EDGE 1/2" CEMENT80ARD \ PANELS OVER 3O# ROOFING FELT ON 5/8" CDX PLYWD SHEATHING OVER 2X4 KICKERS ATTACHED 2' O.C. @ EA. TRU55 NAILED W! 4.1Sd 8" CONC. SLAB, 3000 P51 SEE FRAMING PLAN LTA10R---- HETA 12/ NOM 8" X 8" X 16" CMU WALL WITH GALV. "DUR-O-WALL" LADDERTIE5 EVERY THIRD COURSE FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR AND EXTERIOR) & VIEWPORT WALLS FORM AND POUR B" X 8" GONG. (HEAD, JAMB, SILL) AT ALL CAGE UNIT OPENINGS W/ 145 RE -BAR REINFORCED WIRE MESH, BAY WINDOW SHAPE 'VIEWPORT W/2" X 2" X 1/4" ANGLE FRAMING W/REINF. GALVALUME ROOFPANEL PAT I O E 12 12 #5 DOWEL 4" INTO BEAM W/ A 24" EXTENTION REINFORCED WIRIE MESH PANEL W/2" X 2" X 1/4" ANGLE FRAMING. CAGE UNIT p a p. 6. p: 0" 12 2 WDTKU55E5 24" O.G. (TYP) NOM B"X8"X16"CMU WALL WITH GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE 12-0" SMOOTH'HARDIPLANK' PANELS W/BATTENS FOR CLG. IN HALLWAYS TYPICAL: 30# BLDG PAPER OF SPACE SEPARATION OF WD, TRU55 W/ GOING. SLAB METAL ROOF WD. TRU55 LTA10R TOP CHORD HETA 12 FARING 2 X 6 TOP CHORD _ TRUSS BEYOND Q SOLAR PANEL AREAS 1/2"'HARDIPLANK' CLG IN HALLWAYS 2'� Beam @ Truss Ste 12 2 FORMED CONCAVE EDGE OF CLG. SLAB @ WALL JOINT (TYP ALL CAGE UNITS) NOM 5" X 8" X 16" CMU WALL W/ GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE (5EETRU551)RAWING5 FOR TOP CHORD BEARING HETA 12 CMU OUTSIDE ETA 12 REINFORCED WIRE MESH PANEL W/2" X 2" X 1/4"ANGLE FRAMING-, CAGE CAGE CAGE UNIT UNIT UNIT FILL ALL CELLS AT FORM AND POUR 8" X 8" CONG. WALLS AROUND CAGE (HEAD, JAMB, SILL) AT ALL CAGE UNITS (INTERIOR & UNIT OPENINGS W/ 145 RE -BAR EXTERIOR) #5 DOWELS W/ 6" 90 BEND&25" FILL ALL CELLS AT WALLS EXTENSION @ AROUND CAGE UNITS (INTERIOKAND EXTERIOR) SLOPE FLOOR TO TRENCH DRAIN VERT. REINF. (SEE PLAN) (TYP) C SCALE 3/4"=1`-0' `� SCALE 3/4"=1'-oSCALE 3W4 1`-O" ?A.10d TYP. „ TRUSS (3)16D TYP. SEE TRUSS ENGINEERING FOR 2" X 6" TOP CORD ONLY # 50LAR PANEL AREA 12 LTA1 OR HETA12 2 HETA12 5/8" CEMENT BOARD CLG, IN 4' X 8' PANELS FOR SERVICE AREAS ALL CMU ABOVE WINDOW BM. TO BE 'H' BILK., WITHOUT 8° gM OR BOND BM OBSTRUCTION FOR SEE LINTEL SCHEDULE CONT. CONC.FOUR SERVICE AREA X8"X16"CMU SERVICE AREA 1" HAT CHANNELS 2'6" O.C. METAL GABLE TRIM W/ 6d NAIL @8" O.C. 2x4 DIAGONAL BRACE RESTRAINT LOCATION AS SHOWN ON PLAN HARDIPLANK SIDING OVER 30# FELT AND 5/8" CDX PLYWOOD GABLE END FASTEN TO SLEEPER W/ 16d NAILS 9 4' O/C TYPICAL CONT, 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDN12-5/8" LG. @ 6" O.C. 1 x 4 LATERAL BRACING IN-BETWEEN W BRACING GONG BEAM/CMU WALL CONNECTION DETAIL @a GABLE SCALE 1 1/2" = 1 ' - o " METAL ROOF OVER 3" SEE TRUSS DRAWINGS INSULATION 11/2" FORTOPCHQRD HATCHANNELS BEARING EXTEND ROOF W/2 X 4 TOP CORD EXTEND ROOF W/ 2" X 6" LTA1 OR TOP CORD HETA12 GALVALUME &GUTTER METAL ROOF OVER 3" INSULATION 1" 20 GA _ HATCHANNELS 30" O.C. W/ \` 2.10GA X 11/2" WD SCREWS EA/TRUS5 LTA10R 2 X 6 HETA12 GALVALUME ER ""'' 5UB FASCIA \ BD' GL� ENT WRAPPED W/ ALUM. (TYP.) / (TB6) PERFORATED E� ALUM SOFFIT 8"X16"CMU 2 X 6 FA5CIA HEADER W/ 2) NOTE: (TYP.) #5 GONT. KNOCK 8" CMU WALL 13TWN DOWN WEB BATH ND CL05. {B1} (Og� A 8'-10 PERFORATED ALUM SOFFIT a TOP OF CURB _OTYP} SERVICE AREA CMU IN RUNNING BOND 5HORED AND FORM BOTTFOP, CONC.FOUR WALL MTD CABINET OPEN BELOW W/WALL BRACKETANCHORED INTO FILLED CELL D #5 DOWELS W/ 6" a.. ...p, °... v 90DEG. 13END& D. .. p -- p 6X6/14X1.4 y' WWF (_DBL 36 WIDE PERIMETER) MONSEE GONG. P EFO AN. CONSTRUCTION lqkkZ CORPORATION LIC. CGCO13084 a s s I� cn U cu U U � J N c% .. E L O U '- V O O L L � :3 +J m N O c� L. VI N V M a. Li z O y o90 M O M O JOB # 03-0501 DATA 10/0a/03 SHEET A5 CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE - GENERAL REQUIREMENTS 1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE SUPERVISION OF CONSTRUCTION. THE ARCHITECT DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERRORS OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE PLANS. IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERRORS OR OMISSIONS IN THE PLANS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK. 1-2 APPLICABLE STANDARDS - ALL WORK UNDER THIS CONTRACT, OR SUB -CONTRACTS SHALL CONFORM TO RECENT EDITIONS OF LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C.I., .A.N.S.I., A.S.T.M., O.S.H.A., ETC. 1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEASUREMENTS AND CONDITIONS AT BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING BEFORE PROCEEDING. 1-6 SURVEYING - OWNER TO PROVIDE ORIGINAL SURVEY. CONTRACTOR TO PROVIDE ALL SURVEYING AS REQUIRED DURING CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS. 1-16 DIMENSIONS - DIMENSIONS FOLLOWED BY +/- GENERALLY ARE TAKEN TO EXISTING WORK, THESE DIMENSIONS SHOULD BE REVIEWED AND ALL NECESSARY ADJUSTMENTS MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK. NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES ARISE THAT MAKE IT IMPOSSIBLE TO COMPLETE THE WORK AS INTENDED. 1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT HAS BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED. DIVISION TWO - SITE WORK 2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM SITE. DO NOT BURY. 2-5 EXCAVATION - EXCAVATE SITE TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 5'-0" PAST EXTERIOR OF BUILDING LINES. 2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 9S% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION IS TO BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION CONSTRUCTION. 2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 2500 PSF BEARING CAPACITY. CONTRACTOR IS TO VERIFY AND TO NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING. 2-8 SOIL TREATMENT - TREAT COMPACTED SOIL WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND IS EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS. 2-9 SITE GRADING AND DRAINAGE - SEE CIVIL ENGINEER SITE PLAN FOR DETAILS. DIVISION THREE - CONCRETE 3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH ASTM C-94. MAXIMUM ALLOWABLE SLUMP TO E1E 5". ALL SLABS TO BE 3000 PSI AT 28 DAYS. 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, SLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS, ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB. 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL. VERIFY MECHANICAL AND ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'S SPECIFICATION. 3-S CRACK CONTROL - PROVIDE 6X6, 10/10 GAUGE WELDED WIRE FABRIC IN ALL SLABS, WALKS, AND DRIVES ALSO PROVIDE "FIBERMESH" (1.5 LBS PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL SLABS AND MONOLITHIC FOOTING. 3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A615. LATEST EDITION, INCLUDING SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BARS. BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL CROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER UNLESS NOTED OTHERWISE ON THE DRAWINGS. AROUND OPENINGS AND STEPS IN WALLS, PROVIDE (2) #5'S EXTENDING 2'-0" BEYOND EDGE OF OPENING OR STEP. HORIZONTAL BARS AT THE TOP OF THE BEAMS SHALL BE SPLICED ONLY AT MIDSPAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT COLUMN CENTERLINE. 3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT DIAMETERS FROM THE CONCRETE EDGES AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O. DIVISION FOUR - MASONRY 4-3 FILL MASONRY CELLS - AS STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAMBS AND SILLS SOLID WITH CONCRETE. ALSO FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS. 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide shapes and sizes required to complete the work with a minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawings. 4-2 Mortar - Provide mortar type "S" conforming with ASTM 270. 4-3 Grout - Provide grout in accordance with ASTM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where scheduled to be stucco. 4-5 Horizontal reinforcement 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees and corner sections as required. All lintel reinforcing bars shall extend not less than 24" beyond each side of all openings. DIVISION FIVE - METALS . 5-3 COORDINATE METALS - METALS IN CONTACT WITH EACH OTHER MUST BE SELECTED TO AVOID DIELECTRIC DECOMPOS11ION OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METALS. METALS/FASTENERS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE ON THE DRAWINGS. DIVISION SIX - WOOD AND PLASTICS 6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON SITE TO PROTECT FROM MOISTURE. ALL LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS, 1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 PSI AT NORMAL LOAD DURATION. 2. MIN ALLOWABLE HORIZONTAL SHEAR STRESS FOR BEAMS SHALL BE 90 PSI. 3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 PSI, ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X6'S MINIMUM FB=1 100 PSI, 2X4'S MIN. FB 1800, EXCEPT WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM FB=1200 PSI. BLOCKING, BRACING, AND NAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS AND DOORS FOR DRAPERY INSTALLATION. 6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED WITH THE REQUIREMENTS OF THE STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE TREATED. 6-6 WOOD TRUSSES - PROVIDE TRUSSES ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL LOCATIONS SEE DRAWINGS). 1. WOOD TRUSSES SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. INSTALLATION AND TEMPORARY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND APPLICABLE CODES AND STANDARDS. APPROVED GALVANIZED TRUSS ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR SBCCI APPROVED GALVANIZED OR STAINLESS TRUSS SEATS. 2. PROVIDE 2 X 4 BRIDGING AT 8' - 0" C/C AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRUSS SHOP DRAWINGS. ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO THE TRUSSES. 3. SUPPORTS FOR ROOF TOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD TRUSSES SHALL BE ATTACHED TO THE TRUSSES AT PANEL POINTS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE ITEMS AND ASSURE THAT PROVISIONS ARE MADE IN THE DESIGN OF THE JOIST BY MANUFACTURER FOR THE CONCENTRATED LOADS IMPOSED AND DIMENSIONAL SIZE OF THE EQUIPMENT. 6-7 FIELD MEASUREMENTS - TRUSS MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR SUPPLEMENT DIMENSIONS ON DRAWINGS AND ASSUME RESPONSIBILITY FOR FIT OF WOOD TRUSSES, COMPLY WITH "FASTENING SCHEDULE" OF THE S.B.C.C.I. 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 6-10 METAL FASTENERS, CLIPS, HOLDDOWNS - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE IS USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 6-11 SHEATHING 1. WALL SHEATHING - SHALL BE 4' X 8' X 5/8" (MIN.) COX PLYWOOD AND SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS: EDGE NAILING - 1 OD AT 4"O.C. TOP AND BOTTOM PLATE NAILING - 1 OD AT 4"O.C. INTERMEDIATE NAILING - 1 OD AT 8"O.C. 2. ROOF SHEATHING - SHALL BE 4' X 8' X 5/8"(MIN.) COX PLYWOOD. INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO THE FRAMING. SHEATHING FASTENERS SHALL BE 1 OD HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C. AT EDGES AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE SD RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN 5' OF A GABLE END. USE 4" FASTENER SPACING AT GABLE ENDWALL OR GABLE TRUSS. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID CUTTING AND PATCHING. 7-2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF SMAACNA'S "ARCHITECTURAL SHEET METAL MANUAL." ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED. 7-4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND POLY -SEAM SEAL CAULKING OR EQUAL. COLOR SHALL BE MANUFACTURER'S STANDARD PAINTABLE GRADE. 7-10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE (MANUF FROM MARTIN CO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PERPINDICULAR TO SLOPE. INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF SYSTEM WITH ALL APPLICABLE ACCESSORIES AND AS RECOMMENDED BY THE MANUFACTURER. 7-1 1 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD DIVISION EIGHT - DOORS AND WINDOWS 8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE TOTAL ENCLOSED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR SIMILAR) AND PRIMED. 8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE 'PGT' MANUF. OR SIMILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE. WINDOW AND ACCESSORIES TO CONFORM TO 120 MPH WIND REQUIREMENTS. ALL GLAZING SHALL BE GREY TINTED. 8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR GROUT JAMB WITH 1 /4" X 3 1 /4" MASONRY SCREW (IE. TAP -CON) FOR 1 1 /4" MIN. EMBEDMENT AT 12" OC AND EACH END. DIVISION NINE - FINISHES 9-1 STUCCO - 2. 2-COATS OVER CONCRETE UNIT MASONRY: BASE COAT- 1 PART PORTLAND CEMENT, 3/4 TO 1 1 /2 PART LIME, 3-4 PARTS SAND 3. FINISH COAT: 1 PART PORTLAND CEMENT, 3/4 TO 1 1 /2 PART LIME, 3 PARTS SAND 9-2 WALLBOARD ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOUS PANEL AND BATTEN (IE 'HARDIBOARD'). SCREW 6" OC AT EDGES AND 12" IN FIELD WITH GALV (RUST RESISTANT SCREWS). 9-4 PAINTING 1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER OF THE APPROVED PAINT SYSTEM. 2. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE SHALL BE PROVIDED AS REQUIRED TO COVER ALL HOLIDAYS. 9-5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH. APPLY 2 COATS OF CLEAR PENETRATING SEALER. DIVISION TEN - SPECIALTIES PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED. PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR INSTALLATION OF SPECIALTIES. 10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR COORDINATION OF SHOP DRAWINGS AND INSTALLATION. DIVISION ELEVEN - EQUIPMENT 1 1-3 ATTIC ACCESS: PROVIDE PULL DOWN STAIR AND ATTIC HATCH AS INDICATED ON PLANS. DIVISION TWELVE - FURNISHINGS NOT APPLICABLE DIVISION THIRTEEN - SPECIAL CONSTRUCTION 13-1 SOLAR WATER HEATER PANELS- PROVIDE * • 4'X 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER 'PROGRESSIVTUBE'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'S SPECIFICATIONS. MOUNTING CLIPS SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE SEALANT BED. DIVISION FIFTEEN - MECHANICAL 15-1 HEATING SYSTEM 1. PROVIDE SYSTEMS AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS AS REQUIRED TO RUN SYSTEM. HVAC CONTRACTOR SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE PARAGRAPHS. LAYOUT, BALANCING AND TESTING NECESSARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND SITE TO THE SATISFACTION OF THE OWNER. THE RETURN AIR IS A DIRECT GRILL TO UNIT. 2. PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR. 3. DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTIONS OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION). 4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS. 15-2 PLUMBING 1. PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB. 2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLUMBING CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. FASTENED SECURELY 18" ABOVE O DRAWINGS. ALL HOSE 3 HOSE BIBS SHALL BE BRASS 0 R BRONZE FA E GRADE WHERE SHOWN N BIBS SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED. 4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED. 5. PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT. 6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER. 7. BUILDING SEWERS, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 PVC. 8. WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB. 10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY STANDARDS. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AS REQUIRED. 11. GATHER VENTS IN ATTIC AS ALLOWED AND VENT TOWARD REAR OF HOUSE. 12. PROVIDE 3 • 120 GAL. WATER HEATERS IN AN APPROVED PAN. INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE WATER HEATER. 13. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER. DIVISION SIXTEEN - ELECTRICAL 16-1 SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECESSARY TO INSTALLATION FOR A COMPLETE SYSTEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE TURNED OVER TO OWNER IN A FIRST-CLASS OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH ARE NORMAL FOR INTENDED SYSTEMS AND THOSE REQUIRED FOR THEIR SAFE OPERATION. 16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION, AND THE STANDARDS SET FORTH BY NFPA, U.L., OR OTHER RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL, CONFORM TO THE LATEST EDITION OF THE NEC, 16-3 EQUIPMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR, WEATHERPROOF SERVICE CONDITIONS. 16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALL. REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, PERMITS, AND INSPECTION. 16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED AS TO ALL CIRCUITS. 16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER. 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES. 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. TO HUMAN SEPTIC SYSTEM GATE VALVE W/ MANUAL CONTROLS Building Section 1 /4" =5 1 1-011 u i 12" VTR � I I I I - 2" I,� 2"SINK I SEPTIC TANKS I 6" DIA FL DRAIN OPEN TRENCH RISER TO CHIMP SEPTIC SYSTEM LIC. CGO013084 W I NNIM FVi , rn 0 c� MODW W L U N CL ■ ■ EL _ U = U •� �Q C� '- U r0 CL W nLn' Q ^, (D U It I� A N U M .J N (U L C m a LL JOB # 03-0501 DATE 03/1 Z/04 SHEET A6 ELECTRICAL PANEL cir description pole, wire cir description pole®' wire 1 HEATER10KW 60.2 6 2 HEATER5KW 30.2 10 3 4 5 HEATER1OKW 60.2 6 ro HEATER5KW 30.2 10 7 8 9 REFRIGERATOR 20.1 12 10 RECEPTACLE-GFI 20.1 12 11 MICROWAVE 20.1 12 12 RECEPTACLE-GFI 20.1 12 13 LIGHTING 20.1 12 14 RECEPTACLE 20.1 12 15 LIGHTING 20.1 12 16 DRAIN FIELD PUMP 20.1 12 17 LIGHTING 20.1 12 18 EXTERIOR POLE LIGHT 20.1 12 19 SOLAR HEATER PUMP 20.1 12 20 WA5HER1 20.1 12 21 22 WA5HER2 20.1 12 23 24 25 26 27 28 29 30 ELECTRICAL CALCULATION. 1260 SO. FT. @ 3 W PER SQ FT X 1.25 4800 (2) HEATER WITH 1000OW HEATSTRIP 20000 (2) HEATER WITH 5000W HEAT5TRIP 10000 12 RECEPTACLE CIRCUITS AT 18OW 2160 (2) PUMPS 190OW EA X 1.25 4750 4 CIRCUITS APPLIANCE 6000 EXTERIOR LIGHTING 1200 TOTAL 45910 FIRST 10000 W ff 1CO% 10000 REMAINDER 9 5D1a 19455 29455 W V 240 V 123 AM PS THEREFORE USE 200 AMP SERVICE ELECTRICAL LEGEND DUPLEX RECPT. 12" A.F.F. 72„ DUPLEX RECPT, OTHER HGT. AFF (ALL 72" IN COMMON AREA) DEDICATED RECPT. QUADRAPLEX RECPT. 240 VOLT RECPT, G.F.I. GROUND FAULT INTERUPTED RECPT. W.P. WATER PROOF �! G.F.I. GROUND FAULT INTERUPTED RECPT. --E�-- SINGLE POLE SWITCH M—{-�}— THREE WAY SWITCH ' - CEILING FAN REOSTAT JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE 84" WALL MOUNTED LIGHT FIXTURE W/ MrG HGT. q�1 X 4 X 3 LAMP RECESSED CLG FLUOR. (DAY BRIGHT DWL FLUOR 32 W) SINGLE FLUOR. STRIP - LENGTH AS �-� 4' INDICATED ------ 44, 2 LAMP FLUOR. STRIP - LENGTH AS INDICATED EXHAUST FAN - (DAYTON SC529.4 - 34A SHUTTER MTD) L� DISCONNECT METER ELECTRIC PANEL W/ CIRCUIT BREAKERS (SURFACE MT'D) CEILING FAN (CRAFTMADE 52" B-5-525 OUTDOOR PATIO DWA) WALL MTD EMERG. EXIT LIGHT WALL MTD SECURITY LIGHTS LLJJ ON BATTERY PACK MAIN DISC 20OA-2P-NEMA-3P, 120/24OV-1PHASE / 3W /5N 150 AMP DISC 150 A METER AND MAIN COMBINATIC FPL TO SUPPLY SERVICE TO METER 3/0, 3/0, 3/0, THW CU IN 2" DIA C #4 CU IN 3/4" C 200 AMP MLO PANEL DIRECT BURIAL CLAMP TO s FOUNDATION 5TL REINF. W/ 3 NOTES: PVC GLUE COVER & 5/8" DIA. X ELEC, CONTR. TO VERIFY 8' GROUND ROD a LOAD OF ACTUAL EQUIP. INSTALLED * ALL WIRE SHALL BE THW COPPER ELECTRICAL RISER NO SCALE � HEAT WALL MTD OSCILLATING FAN 0D7-8" A.F.F. WALL MTD OSCILLATING FAN 9 7-8" A.F.F. 19 I W TO OTHER EXT DOOR LIGHTS u FULL CHAIN AND RCPT IN � Co \ TT C PULL CHAIN AND RCPT IN 0 GFI 2 WALL MTD 14 OSCILLATING UNITINATTIC s _ - - i i FAN 07-8"+/ A.F.F. L--- / _ O.H. HUTE \ � y i ��— 117-- *22 LIGHT 7ZIGFI FI 16fM 172 WP%�7---- DRAIN FIELD FI EXH. FAN PUMP ( ABOVE IN WALL OPN'G J TO OTHER WALL EXH FAN Electrical Plan 1 /411 = 11-011 *NOTE: SOLAR HEATED WATER 5TORAGETANK5 WALL MTO 05CILLA WG �14 FAN 0 7-8" +/- r--� A.F.F. y I I I I I AC 77 WALL MTD l I I 1 OSCILLATING J _14 L__J FANC 7-8"+/ A.F.F. le. - -> LAP O.H. / CHUTE WALL MTD OSCILLATING Fy r FAN 0 7-8" +/ I I I A.F.F. Q --- —14 17 .I / A EXIT �115/ Q AC \� / \ �_ 720 EXTING IWALL SHER d l FIRE2" W 2 FW sH, 2 �I CFI \ )jW �`/ REVERSE 19 EXH FAN OSMOSIS 19 A 12 /'WALL EXH. FAN 14 WATER PUMPS 19 L4\MTD78" 42 WP 12 ABOVEIN (, &CONTROLS FI GFI WALL OPN'G ELECTRIC TO OTHER WALL PANEL METER EXH FAN A 2" PVC UNDERGROUND TO FPL TRANSFORMER 72" WP/ GFI WALL MTD C4t174" ABOVE EXTERIOR SLAB (TYP) e--i TO OTHER EXT DOOR i LIGHTS u ■ CONSTRUCTION CORPORATION is C N O V L U u W N ■ ■ E U � U +- '+J '- U � 00 u— Q L N Q% 0 C� L N tet 4-; C■7 U a u- cc z•� F•-I CD M M k JOB # 03-0501 DATE 10/08/03 SHEET A7 LIC. CGO013084 j hollow metal Swin Staltile. Stl, knob 2 2 - 3'-0" x 6-8" x 13/4" exterlor Itioul metal owing atalmIc.od. knol;t31.6/-39.8 veatieretri w/ h,c, threshold. Upper window 2 - 3'-0" x 6-8" x 13/4 exterior in5ul metal owing stainle,etL knob 31.6/-39,8 4 21-2" x 6'-8" swing cage door 5 2'-8" w x 2'-8" h horiz Sliding metal door wall mounted; 5'-4" head hen ht 6 2'-8" w x 2'-8" h vert. olldlim metal door remote will ted/ it tl e ' '-4" head helmlit 7 6'-0" w x 6-8" h metal rneeh swing gate 8 9 rsfjel 4" DRAIN 1311 31_4" 11 I2"V(R I / /y U� — i l I I 0- 2" I, r 'j II W/ TRAPAIN I a' I i I I o- 3° wC 3" FL DRAIN TO CHIMP SEPTIC 1 w/TRAP SYSTEM m I j I FLUM13ING ' n z z FIXTURE E � o- � I Fp- t�hi j - w I � 6" DRAIN I ip 1`0 HUMAN 5EPTIC 5YETEM / o- 6" DRAIN 6" C.O. GATE VALVE W/ MANUAL CONTROL5 2" VENT 8" OPENmac, l/ 2" WASHER TRENCH ii� li ' --- GROUT 5LOPE 3 REDUCTION TO , PIPE 611 6" DIA FL 8" OPEN 55 I Z„ DRAIN TRENCH VENT 2" 5HER w"i GROUT SLOPE REDUCTION TO 6" 0 p� N PIPE TRENCH 1z15�R 6" TRAP SEPTIC TANK5 TO CHIMP SEPTIC RY5TFM NOTE: ALL HARDWARE TO BE 5TAINLE55 5TEEL Head helghte are from 0'-0" at top of curb See Elevations UNIT #5 Lg UNIT #6 'LIXIV WATER SUPPLY FOR CHIMPS (TYP) r REMOTE 'LIXIT' ON CONG. YARD j �n PYLON (V.L.O.J.) H/C BASE CABINET - WALL MTD. 5" O A.F.F. PROVIDE FILLED CELL BELOW SILL 1'-0" FROM WINDOW OPN'G EA. SIDE FOR BRACING LT I M *1 L " 1' 0 L — FILLLED CELL 3' 0 `41 n n 0 0 1 11 COLD ONLY OPN'G ABOVE FOR EXH. FAN ELECTRIC O , 9' 0" 21-6„ o EDGE OF I \1' 8" 61-0" 5' 0" 61-0" 8H CONG. 5LAB Floor Plan WIND, �CM� i size/trod l t e' Yp . fraflle glae6 head light, de8i t, 9 . remrk� A 2 - 3'-1" w x 3'-2 3 8" h awning alum/white Single, tinted 6' 8" 3 Nletal eecurity bare mW. over window '- " " o en rneeh metal no cilaor7 6' - 8° 3 Sided bAv window "Viewport" C " - - 0 e 1e5 etal n0 Ia55 6 - 8 " Irtterlor nttl. ca " " a window n 10' 0" w x 4' 0" wall o n' o en mesh metal no 611a6e 6- 8" Interior tan. cage "window" E 7-8" w x 6'-8" 11 men mesh metal 110 g1gl5F2 6' 8" Interior mtl, cage "window" F 1'-71/8" w x 2'-2 3/S" h awning alunl/white elmale. tinted6' - 8" 31.61-34.6 G 2'-S" w x 2'-8" wall o n' no olaee ' - 411 axterlor nttL Galc "wlndo4J' H I OPN'G A VNE�GI—T--I--- OTHER O i , yto All O I I I UNIT #3 4 O ; O 4 UNIT #1 E I cp O I to O I D I 0. H. CAGE 5 I CHUTE I }I>Fi SAE�fA-lo 61.0[l2 2-8 lf,411 1 ' --4W ----- -- 8" 2_8 2_0 6, _0 N - F- _ all X 8 CAST C(nAC.5URROUND O I z GD OPN'GS Lu r p 1 in UNIT #4 I w o UNIT #2 0 i w o 0 0 --1 i to 0. H. CAGE CHUTE 5 I 566 SafA-6 10' 0" ® 10'-0" 2'-0" � I ® W,O,VALVE H/C 0 I 6ERVICE AREA BASE CABINET - WALL MTD. 5" A,F.F, PROVIDE FILLED CELL BELOW SILL 1'-0" FROM WINDOW 0 WALL MTD UPPER �U OPN'G EA. SIDE FOR BRACING CABINETS 9' 8" 3' q - L 1' 0" 1' 0" M I �I ILL 1) CELL — _j LT r /' , 0 0 1 / T ILET COLD ONLY ® OPN'G D / © ABOVE FOR �n EXH. FAN 2-6" Ne DR W/ ED( SL/ Ijl_RII a,..A I, 11_All 11_An np OF 2'LX4"W TRENCH DRAIN W/4" PIPE F3 ST, L'CCIE COL Ty FIRE DISTRICT REVIE1;I,-iD FOR COhiPLIA.tiCE o SI BJECT 1-0 FIELD INSPECTION'S in SEE AT"C.aCHED ItEVISIO", SH 'ET gENTERED BY! - DATE: CIO NI I SD� GE OF CONCRETE NC, SLAB TO (BD IN FIELD) DETWEEN DINGSEGT TOTAL SQ. FT. UNDER ROOF = 2313,81 ST. LUCIE COUNTY HEALTH DEPT. ENVIRONMENTAL HEALTH SECTION SITE PLAN APPROVED FOR CONSrUFTIM SUPERCEDES ALL PREVIOUS SITE LA S FC OSDS # �C DATE 2 �' REVIEWER lo`[3 W L � U W .__I I N c rV ■ ■ I I, ■w n J 4--J m . Vl 1, v 0 O ru CL Z3 4—J L 0ru nv v U au q 20 1 JOB # _03-0501 DATE - 10/08/03 SHEET' � a Al CONSTRUCTION CORPORATION y LTC. CQC013064 � Parcel 1 - Area Calculations Total Site Area: 152.62 Ac. Impervious Area: 36.89 Ac. (241-) Concrete Pavement/Sidewalks: 114 Aa Access Road (shell rock): 3.8 Aa Buildings and Building Pads: (52,122 SF) 119 Aa Lake (water surface} 3Z Aa Pervious Area: 11573 Ac. (767) Open Space M73 Aa Parcel 2 - Future Site Area Calculations Total Site Area: 38.04 Ac. Impervious Area: 5.07 Ac. (i39) Access Road/Parking 171 At Buildings : 036 Aa Lake (water surfacO 3.0 Aa Pervious Area: 32-97 AC. (87%) Open Space: 32N Am General Notes 1. All building, parking and access areas sholl document compliance with the requirements of the American Disabilities Act prior to the issuance of a building permit. 2. Fire protection to be provided in accordance with minimum governing requirements. 3. Security lights to be provided on individual buildings. 4. Landscaping on North berm to be field adjusted to allow views from future education facility to Parcel 1. 5. Temporary irrigation provided for establishment of xeriscape landscaping. Orange Avenue, S.R. 68 TWP35S ,0 S•K• Range: 38E Location Map Legal Description 5. \ Midway Rd, S.R. 712 Subject Site Section: 25 The Northwest 114 of Section 25, Township 35 South, Range 38 East in St. Lucie County, Florida. Less and except that part thereof owned in fee simple by any party for roads, canals, ditches, drainage and water management purposes. Together with: That plat filed May, 2002 known as Header Ranches Subdivision, as recorded in Plat Book 40, Page 38 of the Public Records of St. Lucie County, Florida. Existing Road C 6:1 min. Access to Tap of Berm Proposed Levee _J Detail A (See Sheet 2) Future Land Use: AG-5 (Agricultural -I du/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Detail B (See Sheet 2) See Sheet 2 a N '14"E 1256,53' Parcel 2 38.04 Acres (Future Development and Temporary Spoil Stockpile Area) M Future Land Use: AG-5 (Agricultural-1 du/5 ac.) W 600 S.F. N N /Research Cottages a BUS PARKING J 16,000 S.F. MUSEUM 6,000 S.F. PUBLIC EDUCATION FACILITY S89-30'47"E 1259.21' I EXISTING\\ Parking �S EXISTING -� 140, Administration Building Proposed Kitchen 1,200 S.F.-' 1 Proposed Clinic 1 1,500 S.F. E�ist. Chimpanzee — Introduction Unit 6' high barbed-wire security fence E ilt. Chimp Housing Set F.F.E. ®- I 23.5 NGVD 418, 2,400 S.F. I Residence 7 I(Caretaker) �' I DRAINFIELD AREA I (Typical) Chimp Housing (Typical)- Outdoor Area (2.2 acres)(typ•) 1 8 Gate - - i 2,400 S.F. Coretoker'se�� Residence F.F.E.=24.5 i Chimp Housing i (Typical) Lake 3.0 AC. Future Land Use: AG-5 (Agricultural -I du/-5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Proposed Levee Goldsmith Road / Existing 50' R.O.W. See Shee1 _ _-___ -;.. — — — — 5,000 S.F. Fenced Area a . tom„' -� r� � �� 1,000 S.F. I Maint. Building o�"iarnft - i ��'- �'�/ \ pptional Future 11relre entsum \� �?'� j Development Areal / f ^ p �',;'� III I Temporary Spoil Stockpile pomp I _ ' ' I Area NA Exioting Shod F.F.Ea24.3 ��'� ,';,. rl� i �\ Q CONCRETE PAD / 1•� i I J'�; I �I \N I) Pod 2, __- • I � \� - III - - - - - - ;�I - ----�' I Existing Pod 1 i \ Chimp Island / Lake i Typical ' _ I Pod , _. Pad 4 rA\ Bpi\'? Lake ��— / 19.97 Ac. \ 12' high security 0 E.D.W. / 1 wall with 5' cantilever I 1 extended Into lake. Parcel I 1 \ Pod 5 -- _,1.11 I 111- w� 100' TYP I Ill Pod 6 / Pad,-8` Pod 7 r% '----' Lake � CONTROL ; EL=17.4 % 1,000 S.F. nt. Building F.F.E.=24.5 5,000 S.F. Fenced Area vTn t/ \� I T. + V/ I ` t/i/ 1 `° I I I I� r%i7 ?VA\ tl"# n 7/1 D \�/11 14 \LrA , ,/, Phase Line N\\Z !� i I(I Pod 9 y - ;i iii kl Ui' �— JC\ �— — — — — — Lake - \I =- \A I 1\\\`\ Pod f0 > \ Lake 1 11.53 Ac. I 0 E.O.W. >// I�I ii/ I:I I Lake - I \A,1.1 I \ Pod 12 6:1 min. Access to Top of Berm 30' Perimeter Road 6' high barbed-wire security fence 0 Future Land Use: Agricultural 3 Existing Zoning, AG-5 a Existing Use: Citrus Grove I` O v � U C) 09 U O c: J Z I wa co io t.L \ 6' high Caretaker's 2,400 S.F. Fire department platform 30' Perhaeter Road barbed-wire 6:1 min. Access Residence F.F.E.=24.5 for sump pump security fence to Top of Berm Detail C Future Land Use: AG-5 (Agricultural-Idu/5 ac.) (See sheet 2) Existing Zoning: AG-5 Existing Use: Citrus Grove Lucido & Associi`ites atis,�mawns�awmr,�amaras,wms^.rx: re�wwwa�mruici«cuu:vasawanmaarvcwa:,�.wasuwrm✓,.axs Land Planning / Landscape Architecture 701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 100 Avenue A Suite 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thornton Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 Site Data Project Name: Center for Captive Chimpanzee Care Location: 3000 Header Canal Road Ft Pierce, Florida 34M Owner. Institute for Captive Chimpanzee Care and Welll-Being, Inc. P.O. Box 12220 Fort Pierce, FL 34979 (772) 429-0403 FAX (772) 460-0720 Planner/Landscape Architect Lucido & Associates 701 E. Ocean Blvd. Stuart, FL 34994 (772) 220-2100 FAX (172) 223-0220 Engineer. Rudd Jones, RE & Associates, PA 512 SW St Lucie Cresent Stuart, FL 34994 (772) 221-8600 Surveyor. Christian Fenex, Professional Surveyor and Mapper 1657 South Dixie Highway Stuart, FL 34994 (772)283-2977 FAX (774283-2979 Total Site Area (Parcel 1 & 2): 190.66 Aa Existing Land Use: AG-5 (Agricultural- 1 du/5 ac.) Zoning: AG-5 Current Use. Agricultural Setbacks: Front 59 Rear 30' Side 29 Side Corner 39 Note: All Setbacks based off of Property Lines Maximum Height (allowed by AG-5): 89 Maximum Building Coverage: 10% SCALE 0 100' 200' 400' Center for Captive Chimpanzee Care Site Plan St. Lucie County Florida Sca le V = 200' Drawn by S.L_-5. Checked 5y M-C, Computer File chimp-sp3.dwg Gomputer Station S.L.S. Project Number 1B145.99 Date 123.03 Revisions 85.03 1024303. Sheet 1 of 2 Gate 2,400 S.F. Residence r­--7--- mil DRAINFIELD AREA Detail A Scale: 1A=40' j i /,' / , /�, , ♦'♦♦ i / i! ( DRA1NF1Ii5LD.AIREA" y ♦�� ' 12' high security wall ! (Typ►pal with 5' cantilever extended into lake I r -- />---ram♦ , r Detail B Scale: 1"=40' - — — — — — — — — — — — — — — — — — — — — — — — — -V — Detail C Scale:1A=40' I / i \\ EXISTING DITCH i 100' (47)100' sections required UP PERIMETER SECTION A NORTH BOUNDARY NOT TO SCALE PERIMETER SECTION B WEST BOUNDARY NOT TO SCALE Rpe%-fien (Alnrfh and Wgmaf RArlln) Property Line I I Proposed Levee O00 � 0 1 Top of Berm g I I I I I I I I Proposed Levee I I I I I — — 30` Perimeter Road I- ---1-----------I------- E 100' �1 PLANT LIST: TREES AND PALMS Keyl -ft I Conrnon Name JBotffnical Name 99WAN110ne PE 1 235 1 SLASH PINE I Pinus elliottii 8' ht. x 3' sprd., 1.5" cal. min. SHRUBS AND GROUND COVER MYC 235 MYRICA CERIFERA Wax 7AVrtle 24"ht. x 24" sprd., full 3 gal.. As Shown SOD BAHIA Paspalum Notatum I weed —free 3 0 0 0 U `o v 0 ' 1 \ EXISTING DITCH /' 1 Lucido & Associates Land Planning / Landscape Architecture 701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 100 Avenue A Suite 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thornton Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 Parcel 2 - Future Total Site Area: Impervious Area At m Roa&Pwft Btk klps : Lake (water arface} Pervious Area: Open spat General Notes Saw l.., '. Site Area Calculations 5.07 Ac. (13%) 0 Ac. Q36 Aa a.0 Ac 3297 Ac. (87x) 32.97 Ac 1. All building, parking and access areas shall document compliance with the requirements of the American Disobilities Act prior to the issuance of a building permit. 2. Fire protection to be provided in accordance with minimum governing requirements. J. Security lights to be provided on individual buildings. 4. Landscaping on North berm to be field adjusted to allow views from future education facility to Parcel 1. 5. Temporary irrigation provided for establishment of xeriscape landscaping. SCALE Scale I"=As Shown Revisions 8503 Drawn by S.L.S. Im29m3 Checked 5y M.G. NORTH Computer File c41imp-sp3.dwg Sheet Computer Station S.L.S. ®� Pro jest Number 9145.99 Date 123.03 2 #91 BENCH MARK #1. X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 \ E 4886.9816 NW CORNER OF THE \ NW 1/4 25-3535-38 D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833.1669 HEADER RANCHES SUBDIVISION PLAT BOOK 40, PAGE 38 BENCH MARK #2. 3/8 IRON. ROD, ELEVATION 22.00' WITNESS CORNER. N 5000.3891 E 5006,2253 - - -20' WIDE DIRT 16AD N - - - - - - EXISTING DITCH NORTH PROP'aTY LINE ----- -------------- -- \ BERM 70P EL=29.0' TOE EL=20.0` - - - - - - U R \ \ EASTING 36" METAL CUL EAST INVERT 15.2' L NEST INVERT 15.9' NW PROPERTY CORNER FALLS BETWEEN DITCHES BERM CITRUS GROVE PORTION 24-35-38 NOT INCLUDED -NORTH LINE SECTION 25-35-38 ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) '19'51 "E 2527. r LAKE \ SHELL DRIVE w \J/ 00. BUILDING WELL WITH S ATODI \ I CONCRETE BUILDING \ r0 INTRO UNIT ROUP I \ BUILDING HOUSING N BUILDIN I a z z ISLAND 0 ZI I I' F � LO U � W d I N aj w / / LAKE 20.6' WELL LOCATION I I I 20.6' INSIDE PROPERTY LINE I ( 1 ur)FORM BOARD TIE IN 14- FORM ELEVBOARD AT ON TIE 24.5' \\ \� I I SEEELEVBUIOLDI G4 DETAIL 11) (o SEE BUILDING DETAIL I I POD 4A / N POD 3B \ I I PERMIT ##23110877 / PERMIT ##23110872` r LLL a 651.0' \ FORM BOAFU 7E-IN l\ o \ ELEVATION 24.5' Q V) / SEE BUILDING DETAIL z POD / Q 649.5' /-- PERMITIT #2311a8&7� �\\ FORM BOARD TIE IN W ELEVATION 24.5' Q SEE BUILDING DETAIL D 5A L<LJ PERMIT #23101®6 1 z # NORTHWEST QUARTER SECTION 25-35-38 1 o I I CONTAINING 15 .62 ACRES MORE OR LESS DEAD CITRUS GROVE Z ROWS ARE EAST/WEST DIRECTIONAL \_-----��-------� I LiLLJ I 25 0! U 7.0' 77.0' -a, i I I I 65. o I •'4'� �\ I I �` \ 0 N � z w F / z Im BENCH MARK #5, 5/8 IRON ROD, ELEVATION 20.22' WITNESS CORNER /N 2411.6490 EXISTING 16" METAL CUL T f E 5012.2136 NGRi INVERT 14.W SOUTH INVERT 14.r )20+68.50TIONcV'cn^Ir J SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 UNE PROCEEDS THROUGH CENTER OF DITCH S89 28'18"E 25 / CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 E 4974.0628 SW CORNER OF THE NW SW1/4 25-35-38 1/4 25-35-38 NOT INCLUDED CITRUS GROVE FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 2B PERMIT #23110856 r V/T Q O BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19.95' WITNESS CORNER z N 4932.3930 a E 7473.1471 1/4 CORNER OF THE U /NW 1/4 25-35-38 w NE PROPERTY CORNER FALLS IN DITCH 4' 1_I 1 1 PROPOSED BUILDIN z I 1 / 1 I w I I I N I I Proposed I 1 I Lake I � i I ;Im iys o 07.1' I `� O PROPOSED BUILDING-539.7'/ \ N I PROPOSED 539.4' ' \ BUILDING DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL Proposed I I Lake PROPOSED BUILDING /\ i C \ _F47 d'/ I SOUTH PROPERTY LINE EXISTING DITCH / o I\ 0 o � w o zQ U J z a CIO H w z U O z "Z g w� a ¢ Z 010 CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED BENCH MARK #4, 5/8 IRON ROD, ELEVATION 23.59' WITNESS CORNER N 2347.2780 E 7467.0828 PROPERTY CORNER FALLS 114 DITCH N 2295.5082 E 7496.2527 SCALE 1" = 200' UPDATED: 4/22/2004 FORMBOARD TIE-IN (POD 4A): 3/22/2004 FORMBOARD TIE-IN (POD 6B): 3/15/2004 FORMBOARD TIE-IN (POD 36): 2/2/20D4 FORMBOARD TIE-IN (POD 5A): 1/21/2004 FORMBOARD TIE-IN (POD 2B): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: L1 PG: 32 FILE: _99205.dwg GOLDSMITH ROAD 1-9s F 2 LOCATION MAP (NOT TO SCALE) SURVEYOR'S NOT 1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, 8-19-91. 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W = RIGHT-OF-WAY 7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. SURVEYOR'S NOTES: ELEVATIONS REFER TO NAVD88 ELEVATIONS SHOWN ARE BASED FROM BENCH MARK ##1, X-CUT IN HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED THERE FROM. CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29): NAVD88 + 1,475 - NGVD29, BOUNDARY AND TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25, TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. FOR INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida CERTIFICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED, I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. �,5 �ua�n CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 31=AN FENEX, PSM (772)283-2977 (772)283-2979 fax FLA. REG. #5102 FOUND 4"x4"PRM #3435 (0.LINE) EST S89'04'14"E 1256.53'(P) OF R/W S89002'20"E 1256.38'(M) 30' DRAINAGE & UTILITY EASEMENT EXISTIN 1YY I LOT 4 II LOT 5 EXISTING BUILDING LOT 3� I �16'.24• FOUND 4"x4"PRM #3435 a O I'7 XI IN I 4.5' ,,yam ✓ o 0 O A U1 m rTi w W 30' DRAINAGE & UTIUTY EASEMENT N N oT HEADER RANCHES SUBDIVISION, PB40, PG38 C4 CR 0o Iw W w� CONTAINING 38.04 ACRES MORE OR LESS v z " Z ps W W~ u¢w LOT 2 I I CITRUS GROVE ROWS ARE NORTH/SOUTH IJ .-. aW DIRECTIONAL z< W LOT 6 IK�- o� - bF- �MF 31.09'(M) -- FOUND 4 x4 PRM 30.00 ' P () #3435 (1.56'WE ST LOT 1 y^" OF R / ) LINE W BENCH MARK2, 3/8 IRON ROD, iza ELEVATION 22.00' I m o w I WITNESS CORNER 30, DRAINAGE & UTIUN EASEMENT p E 5006.2253 N89'28'1`0"W 1257.78'(M) - 20' WIDEDIRTN - - - --- ATER ---- _-- BENCH MARK g1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 \ E 4886.9816 NW CORNER 35 THE \ NW 1/4 25-35-38 D.O.T. STATION 147+30.32 POD 3B DETAIL (NOT TO SCALE) POD 2B DETAIL (NOT TO SCALE) 4 d CITRUS GROVE PORTION 24-35-38 NOT INCLUDED FOUND 4"x4"PRM #3435 34.14'(M) 30.00'(P) NORTH LINE SECTION 25-35-38 ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) ANAGEMENT -- 3*19'51 "E 2527. ONTROL FOUND NAILiRUCTURE G BERM TOP EL-29.0' TOE EL=20.0' - / I N 4981.7654 CU R E 4833.1669 --------- EXISTING 36' METAL CUL 7.0' 77.0' EAST INVERT I5.2 *y WEST INVERT 15.9' N NW PROPERTY rn CORNER FALLS MI BETWEEN DITCHES 1-STORY I RESIDENCE B ERM LAKE N SHELL DRIVE w / 00 /-WELL WITH ADMINISTRATION (\ 1 CONCRETE BUILDING P� I \ N ROUP BUILDING IT HOUSMG I \ BUILDING ,1 ISLAND U N I Z a I N N 3 oi W oi / LAKE I/ 20.6' / ------------- / WELL LOCATION 20.6' INSIDE PROPERTY UNE _ LO BERM I I FORM BOARD TIE IN TOP EL-26.0- t6 FORM BOARD TIE IN TOE EL 20.7' I I ELEVATION 24.5' M ELEVATION 24.5a - _\- - -- - SEE BUILDING DETAIL14- to N SEE BUILDING DETAIL \ I I POD 4A POD 3B \ I I PERMIT #23110877 / c� # PERMI T 23110872 \ \ d' LO C,4 651.0' \ _ / \ / ;y FORM BOAR6lf�IN / O ✓ ELEVATION 24.5' \\\••• Q V) SEE BUILDING DETAIL POD 68 Z Q 649.5' / / _ _ \ PERMIT 23110867` \ \< U FORM BOARD TIE IN \ ) LLJ ELEVATION 24.5' Q SEE BUILDINGPOOD 5A / L11 PERMIT #23110861 S FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAI POD 2B PERMIT #23110856 n 0) N BENCH MARK #3, 3/8 IRON ROD, POD 5A DETAIL (NOf TO SCALE) ELEVATION 19.9V WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE Oj N /NA 1/4 25-35-38 NE PROPERTY CORNER FALLS IN DITCH ✓FORM BOARD TIE IN ELEVATION 24.5' SEEBUILDINGDETAIL POD 10B PERMIT #24040507 907.1' 906.7' FORM BOARD TIE IN ELEVATION 24.6' SEE BUILDING DETAIL POD 11A NORTHWEST QUARTER (SECTION 25-35-3� \ PERMIT #24040513 o I CONTAINING 15�.62 ACRES MORE OR LES� �I LJ DEAD CITRUS GROVE - Z ROWS ARE EAST/WEST DIRE TIONAL \ / - - - - - - / CID I I LIJ I I W I / - - - - - - - - - - - I DEAD CITRUS GROVE 25.0' U ROWS 14RE EAST/WE T DIRECTIONAL 7.0' 77.0' 1 m I I ) o 65. o ` I I / o / o O z \ / U Z N F W Im BENCH MARK y5, 5/8 IRON ROD, ELEVATION 20.22 WITNESS CORNER N2411.6490 E 5012.2136 D.O.T. STATION 120+68.50 NORTH( 18' 14.9' CULV17 MU'IN INVERT 14.9' \ souTH INYF7R tar SOUTH PROPERTY LINE f SW PROPERTY SOUTH LINE NORTHWEST OUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH / CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 E 4974.0628 - SW CORNER OF THE NW SW1/4 25-35-38 1/4 25-35-38 NOT INCLUDED CITRUS GROVE EXISTING DITCH CITRUS GROVE I NE1/4 25-35-38 NOT INCLUDED BENCH MARK #4, 5/8 IRON ROD, ELEVATION 23,59' WITNESS CORNER N 2347.2780 E 7467.0828 PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 DID 6B DETAIL OT TO SCALE) POD 4A DETAIL (NOT TO SCALE) POD 11A DETAIL (NOT TO SCALE) TPOD 10B DETAIL F (NOT TO SCALE) V//xz SCALE 1" 200' FORMBOARD TIE-IN (POD 106): 9/16/2004 FORMBOARD TIE-IN (POD 11A): 7/21/2004 FORMBOARD TIE-IN (POD 4A): 3/22/2004 FORMBOARD TIE-IN (POD 6B): 3/15/2004 FORMBOARD TIE-IN (POD 38): 2/2/2004 FORMBOARD TIE-IN (POD 5A): 1/21/2004 FORMBOARD TIE-IN (POD 2B): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: Li PG: 32 FILE:-99205.dwg GOLDSMITH ROAD 29 u 2 (MIDWAY ROAD LOCATION MAP (NOT TO SCALE) '9S 1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, 8-19-91. 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES, 5, UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W = RIGHT-OF-WAY 7 FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. SURVEYOR'S NOTES: ELEVATIONS REFER TO NAVD88 ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED THERE FROM. CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NOVD29); NAVD88 + 1,475 = NGVD29. BOUNDARY AND TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25, TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. AND THAT PLAT FILED MAY, 2002 KNOWN AS HEADER RANCHES SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 38 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA ;at.1 INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida 9. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RULE 61G17-6 F.R.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. R+ OCT 01 2004 oun plh�tfC Works, CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 (772)283-2977 (772)283-2979 fax te CHRISTIAN FENEX, PSM FLA. REG. #5102 �D41 U507 PSI 1 b 6 �000 4kadet"0Q,r i(, 4L