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HomeMy WebLinkAboutPLANSLd w s AL AL AL AL AL s JL i IL tmmmm4 A6=my J6m=mm4 `r' l 1 A X. Ly LIJ$ CD Z co ��o Z W lucc- ST. LUCIE COUNTY, FLORIDA Orange Avenue, S.R. 68 � Q- O o O � � a o -C C Goldsmith Rd �� � SR Midway Rd, S.R. 712 INDEX OF SHEETS 7 0 S.R 01 COVER _ Subject Site 02 EXISTING CONDITIONS \.� NE �N SAC'\ON uN F� PUS TWP: 35S Range: 38E Section: 25 s� M�N�o �o� 03 OVERALL SITE LAYOUT ENV �NPeP PPEv\OUS oP�� cv Location Map & GRADING PLAN Propery Description: S�QER Lot No. 211-0001-000/2 osos# 04 TYPICAL POD PLAN & TYPICAL SECTIONS gov, v, S 05 PHASE 3 WELL AND SEPTIC pk,o DETAIL PLAN 06 PHASE 3 WELL AND SEPTIC DETAIL PLAN • ,��ltG�G�,JO%1C'S, f ,�, �,f�ySOCIIIIL'S; f .,� j� ff�� Goyrsultfrfg�n�tneers 07 DETAILS & SPECIFICATIONS T3S Colorado �7ve., Szri1e 1- Stzrart �13�99co _ f�ltone•• /TTZ/ ZZI-864D FL CH i IT )F au ��,i " 1c, ,00a o BENCH MARK qi, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 E 4886.9816 Existing Road Crossin D.O.T, STATION 147+ 30.32 FOUND NAIL NSLRwCD N 4981.7654 PUMP E 4833.1669 I STATION ExisnNG 36' METAL CULVERT EAST INVERT 16.1' WEST INVERT 15.6' I I U F o z F ut w W RO I I L N O z O z Z F > F f U W w O W d =IZ uU I �I� rnl 3 W CORNER OF THE W 1/4 25-35-38 NW PROPERTY FALLS ICORNER BETWEEN DITCHES BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22.00' WITNESS CORNER N 5000.3891 E 50002253 BENCH MARK #3, 3/8 IRON ROD, EXISTING METAL CULVERT ELEVATION 19,95' WITNESS CORNER EAST INVERT 15.2' INVERT WEST INVERT 16.9' O NORTH LINE SECTION 25-35-38 Goldsmith Road N 4'K3930 E 7473.1471 1/4 CORNER OF THE 20' WIDE DIRT ROAD N ROAD RIGHT OF vi 1'`1 NW 1 /4 25-35-38 — — — — — ; e — — — — ! — —WAY FOR GOLDSMITH ROAD (50'R/W) — — — — — — — — — — �� — — — — — — — — — —. — — XIS IN — — —_ EXISTING DITCH EXISTING METAL CULVERT NORTH MORE 16.6' SOUTH INVERT 16.0' EXISTING DITCHES EXISTING CULVERT D OR TO BE REMOVED FIOLLEjD AN UPON COMPLETION OF 1 NEW CONTROL STRUCTURE i' j BERM /may �r o t-STORY z RESIDENCE _ F Exisflng Drolnnaid �� EXISTING CONTROL STRUCTURE w EXISTING mf„ TO BE REMOVED Administration Adilding ation Bonding / . m.� UPON COMPLETION OF F.F.E.=23.5 _j j/�j/ e . NEW CONTROL STRUCTURE O I00 20.6 Z ED Lo N co ION N Op Ln � N O r� Q O n az _ al af w �I 0 U Lij w z r = w H 25.C' I z w C) 7.0 77.0 65. I� ~ L(i z O 0 0 0 �j Exist. Chimpanzee Introduction Unit F.F.E.=23.5 Existing Exist. Group Set 2; F.F.g Shea E. F.GE.-23.5 WELL WITH CONCRETE � �f ExgOng F4 STING PHASE 1 - I II II jj KR... 4..... EXISTING DITCHES // FILLED BE EXCAVATED OR FILLED PER PLAN EXISTING CULVERT TO BE REMOVED N _ EXISTING DITCHES z I N TO BE EXCAVATED OR ° w FILLED PER PLAN N m EXISTING CULVERT TO BE REMOVED STATION 120+68.50 EX N IT SW PROPERTY S®DT?♦ LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89`28'18"E 2522.30 CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2315.7664 E 4974,0628 SW CORNER OF THE NW 1/4 25-35-38 PROPERTY CORNER FALLS IN DITCH N 2295,5082 E 7496 2527 091 \N 5 y G O O O N pLd % Vl W Q O Q m O 01 0 N 01 O W W Of N W W m W O z Li1 W H Q z Z U W Y W J O JLI_ICD�'Ci1— — Q F n Q ELL 00 ln0000aua Z cn W w Q S a ELL O 0 a v W Z eo � O O. ¢: W W Z Q 0 r l �4 o J L� •ry � NW IDS r l cq f�l F- Z 0 rr � p�OM O v W U J Ln (n SCALE: 1 "=200' 0 200 400 800 PROJECT III 02 07 SHEET OF 20' 3' 10:1 SLOPE SEED AND MULCH ALL DISTURBED AREAS EL. 23.0 - - NATURAL GROUND EL,20.0 - 21,Ot M EL.. 17.4 ., 20' 10: 1 SLOPE 3' \n _j 1 3 MAX, VARIES PER NSLRWCO REGULATION OF HEADER CANAL STAGES BOTTOM ELEV, 14.0 NORMAL DRY $EASON (HIGH WATER) CONTROL EL=17.40 81 OUTFALL DITCH DETAIL NOT TO SCALE z ¢r m� wa o� Qz Z 0 O Df m Df MINIMUM ELEV. 21.0_ STING L -20.0 1 a 1 1 4 I SLOPE TO MEET EXISTING GROUND ELEV. 8.0-20.0 TYPICAL SECTION PERIMETER BERM '. (FOR ALL AREAS NOT ADDRESSED BY SECTIONS BELOW) NOT TO SCALE w z 30' PERIMETER ROAD _ _ EXISTING DRAINAGE DITCH VARIES 20'-40''*- -'l0 MIN. PERIMETER I ELEV. 22,00 EL.=21.40 �-- PERIMETER ROAD COMPACTED TO 95% OF MAX. DENSITY PER AASHTO T-99 \ EL 17.4 / EXISTING DITCH / \ TO BE CLEANED VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES NORMAL DRY SEASON (HIGH WATER) CONTROL EL.=17.40 TYPICAL PERIMETER SECTION SOUTH AND EAST BOUNDARIES NOT TO SCALE 30' PERIMETER ROAD 40' 4 4 L �____ _ EL.=32.0 1 ' 4 40' BENCH MARK #I, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 E 4886.9816 Existing Road Crossing D.O.T. STATION 147+30.32 FOUND NAIL/ N 4981.7654 E 4833,1659 EXISTING 36" METAL CULVERT EAST INVERT 16.1' WEST INVERT 15.6' 6:1 min. Access to Top of Berm Proposed Levee See Section this Sheet (Typ. West/North) IM F.F.E. =24.5 5,000 S.F. az Fenced Area wV.=,6,ao WE D.O.T. STATION 120+68.50 XISTING DITCH SW PROPERTCORNER FALLSY OUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF C - N 2319,9459 BETWEEN DITCHES DRAINFIELD AREA E 4831A535 N 2318,7664 E 4974.0628 6:1 min. Access (Typical) SW CORNER OF THE NW to Top of Berm 1/4 25-35-38 VARIES yb ry,. o EXISTING GRADE - - - - - - - - - - - - - - � IL EV-=20.Ot - _ _ - - - - - - - - - - - EL. 17.4 - I PERIMETER ROAD COMPACTED TO B DITCH 95% OF MAX, DENSITY PER AASHTO T-99 \ EXISTIN VARIES PER NSLRWCD REGULATION TO BE §LEANED / OF HEADER CANAL STAGES I NORMAL DRY SEASON (HIGH WATER) / CONTROL EL.=17.40 TYPICAL PERIMETER SECTION NORTH AND WEST BOUNDARIES NOT TO SCALE TION 00 n I I 1^ � V / N N Oz F= Z o CJ N vw z VIV) w QI3 C) �Z • F N Ln �•LD NI IN N IV � o �I Q 0 Ln _ z Q O� W O o r\ U LLJ W Q a LLJ O z J D- 2 w H- 25:0' I z W (� zo' 77,0' � /�j I\ 65. Q Of z n 18 fV I J NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22.00' WITNESS CORNER Proposed Levee E 50066225'3 See Section this Sheet EXISTING 36' METAL CULVERT (Typ. West/North) EAST INVERT 15.2' WEST INVERT 15.9' O NORTH LINE SECTION 25-35-38 Goldsmith Road - - - A20' WIDE DIRT ROAD N �T//- - - - - - ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - EXIS H-------- .49j� (��A 30" PERIMETER ROAD 0 INV 18.00 �- j9C ENV =18.30 INV 1800 1 80 INV.=1820 -- INV.=18, 00 INV =18.40 taoEXISTING i ExISTINc� Nv.=16.00 '9� AdministrationNfiROL STRUCTURE "� F Building _ TO BE REMOVED x STING X 1 1 \ IMPI�� POD 2 w E !St. Chimpanzee P �Exi�tmg upo I Introduction Unit �- J ist. Group Housing L� Set F.F.E. ® 23.5 NGVD , \ - - - - INV.-18.00 206 INM.=18.20 � Lake 2,400 S.F. INV.=18.00 - - - --- - - - 224" LF cMP Residence pp''/�1 �11 I N V...13.4 INV=1870 � / "✓j11 vv� � � . //r/ 11IA � I 9,700 S.F. 1 D AVAILABLE \ �\, POD 3 1J`I\\ POD 4 \ \\ 111 11, 9�//I EXI IS P St 2 pI Group Housing r! \� ��, _ WE I m (Typical, Lake I A +.•a� 19.97 Ac. ® E.O.W. 9,713,400 S.F. 1 00 S.F. AVAILABLE s� Outdoor Area I (2.2 acres)(typ.) 170 LF-36" CMP INV=14.50 PROPOSED �� /�:_�\ - 100'/=mq \� I V I r I II CONTROL STRUCTURE / POD S r1 ,,, I TYP I - ,vv vQ, POD 6 IN (SEE DETAIL) PROPOSED 140 LF 1 I -�1v G' 'ii� I I kE OUTFALL DITCH 36" CMP I �`.^�11, ,�` J� i \ rr/ ✓. '/ INV.=1810 � INV,=13.50 2,400 S.F. (TYPICAL) ISLAND CONTROL 'p a INV.=18.00 Resident NV=18.00 STRUCTURE (TYP. o F F.F.E.=24.r2 _ fro (SEE DETAIL) _ 7C ou F pal'fp5I M IVTS $,° F OD 7[4f HAS ,'3;' Pon 12 S.F. ,� �� �. - I 18 4W S ZAILA AVAILABLE 761 U4C AVAILABLE Group Housing zo'! /j s (Typical) Lqke N /v\00\ F v=18.00ACONTROL;E EL=r w , \ 1 000 S.F. nao \ a , INV.=18,50 �J _ m Building NV 18.30 9� \ rvv =i tl.LU \ 8, 800 SF �INV.=18.30 AVAILABLE , INV=1B:50' ?200 vOi ti� �V.-rirCO. 30' PERIMETER ROAD S� �s-�- ?8'1S'E 2522.30' 12,400 S.F. Residence F.F.E.=24.5 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 #3, 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. Fenced Area o F m � �1,000 S.F. mF Building A w Option Future p po0 Development Areal g I Temporary Spoil Stockpile Area 18, 400 S.F. 30' AVAILABLE T NV R8Q o" q \ J 13,400 SF AVAILABLE/ y_�v POD B -NV.-18.00 1 1 Lake INV.= A LD A �_ M N O �- POD '10' v,v AVAILABLE �! r CD 1v T Y° 2 z Lake rLU 1 O Typ ^ 11.53 Ac, v) V Enw. O 1 /: //I� /� `3400 F AVAILABLE / I Too, U POD 11;1; ;; TYP` o _ w 'INV,=1800 o Z Q lu NV 13.50 Lake z Olo -I(T)PICAL) _ 0� 11' CDU J o \ POD 12', n`I I 1I 0 \ ti� - NV,18.00 Typ 30' Perimeter Road See Section this Sheet (Typ, East/South) 6:1 min. Access to Top of Berm 30' Perimeter Road See Section this Sheet (Typ. East/South) PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 LEGEND PROPOSED SHELLROCK ROAD PROPOSED SPOT ELEVATION 1O6 EXISTING SPOT ELEVATION O G SCALE: 1 "=200' 0 200 400 800 I � N C) } w CC Q O Q m O CN m 0 Ljj N -w W EDL_ O z w p WLLJ Q Z z w U J 0 J LEI � U QH-InQw000 CJQ WLY=[If QJ (n 0 O U a- U EL Z 0 rn w 0' M w Q a LLJ L o to Lu Z ea � IIJcc Co Z 11111111 7T Q O W o 0 J d b rr��I V 1.4 N C) 1 z W � O U w U J H- V7 PROJECT # 03 07 SHEET OF Proposed Septic Tank Proposed Drainfield Area (typical) 1 1 I 1 1 1 1 1 1 1 18" CMP (TYPICAL) INV=16.10 21400 S. F. Residence F° F° F. 2 4.5 a 4 Z N r/— T —�I O p 1 p tnw V NKLv L 1—.L J INV.=18.20 1 1 1 1 1 Proposed Drainfield Area (typical) B.° 1 Proposed Septic Tank 1 Group Housing 1 (Typical) 1 NV.=1 1,D00 S.F. BUILDING F.F.E. 24.5 Z— 517 O \ �I / \ \ - 00 / I P0E)" 5 If z . CMPI CONTROL STRUCTURE 18" CMP (TYPICAL) \ / _INV.=13.50 \------------------------i (TYPICAL) I INV.=18.00 Lake 19.97 Ac. @ E. 0. W. vv----- �' Q`�-1//'J / I� \\ < POD 6 I \ \ I / I I ,> � i - X\ e, !I T 7 —T ` > / v / Pro ose Se / / z / SCALE; "L6 ' 0 30 I I I Propose( Drainfiel (Typical,' I I I I I � \ / \ INV.-18.00 \ outdoor Area / �' r (2.2 ocres)(typ.) 5,000 S.F. �t \ FENCED AREA C I \ I — IINV.=13.50 TYL)® r 14Ap \ 52 LF 18" CMP \ / (TYPICAL) --- — \ / INV.=14,50 /'��--- ' ISLAND CONTROL (TYPICAL) — — _ _ _ ♦ , _ \ STRUCTURE (TYP.— ��t(SEE DETAIL) I /�p� //''\I \I II I\\ 1\ \t \t♦ \ -. /'/,' / � � i f/ i ♦♦\\ 22 I POD 8 /. fig, I I , \\ ♦ ..♦ ♦\\ ♦ ___ I /' /' 1 6\ ♦\ I v P07 LAKE CONTROL EL.=17.40' \ / /-_,-- __. \ � it I�\♦'-- i �� // vvv -- \ // 4.4 INV.=13.50 (TYPICAL) 1B"CMP / < (TYPICAL) < / / 18" CMP (TYPICAL) INV.=18.30 �r 7 / /7] RESIDENCE 214 0 0 F. �\' F.F.E. 24.5 _-- -� F®F°F.=24.5 �5002.5 15E 2522�50 o N p LJ a a m o� 0 m U EL w 2 N L Lr_Im w . 0 z Z Z y w wJ 0 Q I-0< 000 UawW=(If aJ /, 0 0 0 U d U d z 0 Ln .'1 w I� a S a 0 w�t C� o WwZ co N 0 Ac Cmi-1- LLj Z w c � a 0 W J LL W � ^ WPLO z W 0 U w U J (N PROJECT # ^'� 05 ®/ SHEET OF G BOO L-o Drawin Tl Al A2 C 6�::� (:O:j P Index Title Sheet Floor Plan and Door/Window Schedule Elevations/ Concrette Ceiling Plan A3 Foundation Plan and Footing Schedule A4 Roof Framing Plan and Details F. mpan �c�c� A5 Wall Sections and Details A6 Building Section, Plumbing Riser and Specifications A7 Electrical Plan, Calculations/Riser/Panel CONSTRUCTION GO? CORPORATION a b o � � 0 0 a � � 41 o LI 1 �Y ll� a 9 3 a d. C\ i" � I U (� N .v V O � O N cn CL .. E O — `'� V LS7 Q � � m v� C � L � O O o- a: 2 p � Q L a) � i O V -EL Ll. JOB # 03-0501 DATE 03 12/ 4 SHEET T I LIC. CGCO13084 DOOR SCHEDULE Size type hardware pdesign0 reseure remark5 ,_ ,, ` hollow fibrgl. swing stainle.ctl. knob 2 2 - 3'-0" x 6'-8" x 13/4" exterior insul fibr I. swina stainle stl. knob 31.6/-39.8 vveatheretrip w/ h.c. threshold. Upper window J 2 - 3'-0" x 6'-8" x 13/4 exterior insul metal 6winl stainle.ztl. knob 31.6/-39.8 4 10,-0" x 6'-8" open door mes an swing cage 5 2'-8" w x 2'-8" h horiz sliding metal door wall mounted; 5'-O" head height 6 3'-0" W x 6'-0" h vent, elidina metal door remote wall mounted/ uillotine • 8'-4" head Hei ht 7 6'-O" w x 6-8" h metal mesh swing gate 8 2'-8" w x 2'-8" h horiz slidina metal door 3'-4" head Height 9 2'-O" w x 2'-6" h over head chute 10'-8" head Height 10 1'-8" w x 2'-0" h skylight EDGE OF CONCRETE SLAB —� CONG. SLAB TO CONNECT BETWEEN BUILDING5 (TBD IN FIELD) Floor Plan NOTE: ALL H.M. DOORS AND TUBE STEEL MUST HAVE SEALED TOP/BOTT CAPS TO DEEP CRITTERS FROM HIDING OUT. H 6" PIPE - LID \ ANDC.O.------- BM HGHT CHAI 12'-0" TO 10'-(3" EDGEOF 0 C Q FOR UNIT#1 0. H. CAGE CHUTE VERIFY LOCATION W/CAGE FADRICATOR EXTEND LIXIT PIPE TWO PER CAGE FIVE FEET APART (TYP.) 0. H. CAGE CHUTE UNIT#2 oas H BASE CABINET - WALL MTD. 5" A.F.F. PROVIDE FILLED CELL BELOW SILL T-O" FROM WINDOW OPN'G EA. O SIDE FOR BRACING WT ii W o H/C NOTE: ALL HARDWARE TO BE STAINLE55 STEEL Head heights are from 0'-0" at top of curb See Elevations FILLED 9ELL O OPN'G ABOVE FOR EXH. FAN 1'-3" 4'-0" 1, 3'-4° OPN'G 3'-4" 8" MESH EXTI O VIEV 0 0 1 �O o 8" X 8" CAST CONC. 5URR UND 001 'G5 2 ryF UNIT#4 n o 13'-4" SERVICE AREA 3'%� (D A01LET WALL MTD UPPER CABINETS 0 WINDOW/ OPENING SCHEDULE - Size/model type frame glace head Fight." design remark5 A 2 - 3'-1" w x 3'-2 3/8" h sin le hung alum/white single, tinted 6' - 8" 31.6/-34.6 metal security bare mtd. over window B 4'-0"w x n " (wall o ' open mesh metal no lass 6' - 8" 3 sided bay window "viewport" C '- " '- o en mesh metal no lass 6' 8" interior mtL ca e "window" � 10'-O" W x 4'-0" wall o n' open mesh metal no lass 6' - 8" interior mtl, ca e "window" )✓ 1' 71/8" w x 2'-2 3/8" h sin le hun alum/white sin le tinted 6' 8" 31.6/-34.6 G 3'-4" w x 4' 0" wall o n' open mesh no lass ' - 8" exterior mtL ca e "window" H V-81/2" w x T-81/2" h ehst. fan 8.8 I REMOTE'LIXIT' ON CONC. YARD PYLON (V.LO.J.) i 0 u 0 0 .0 N 1CLOK5. \ o O c9 i T.O.B. AT 6-10" WH WH n OPN'G 8" 3'-4" MESH ' I UNIT #5 o I I i � � 6' 0" 2'-8" 2-8' I 61, i I i i OLLIf r_cn L si— TEND LIXIT PIPE TWO PER CAGE O v VE FEET APART (TYP.) w o , i UNIT#6 W U O LU I 'LIXIT WATER SUPPLY FOR CHIMPS (TYP) 2'-0" 4 8'-8" E W.O. VALVE s _ 14'-0" II BASE CABINET - WALL MTD. 5" A,F.F. PROVIDE FILLED CELL BELOW I IO SILL 1'-O" FROM WINDOW OPN'G EA. SIDE FOR BRACING I 0" 11,W WT ILLED CELL l BM G CHANGE H/C 10' "TO 8'-10" © OPN IG AIK VE FOR 0-1 EXH FAN N= 1'-812" II II r Ln 1� Ilk II I T' II 6" DRAIN l WALLS NOT REQUIRED TO BE FILLED 50LID EACH CELL, ONLY AT VERT REINFORCEMENT CELLS, WALLS FILLED SOLID EACH CELL, W11 H OR WITHOUT VERT REINFORCEMENT II II m II (D II II II I I I I I ST I I I I I �---J II I I II II II N II I co I II II II II � N II II II II II II p p 0 o II II II II II II CO? I I EDGE OF I I GONG SLAii I I II II II II JOB # 0 &U1 DATE 10/0aZ03 SHEET A I CONSTRUCTION CORPORATION LIC. CGCO13084 T.O.B. Ida 50LARPANEL5 Ria ht Elevation 1/4it = 1'-0„ 24" X 24" LOUVER INTAKE GRILL CEMENT BOARD HORIZ. SIDING ABOVE PAINTED CONG. (TYP.) ELEV. - -- - - - - - - - - - - 01 O.H. CEMENT BOARD HORIZ " 51DING ABOVE CONC. BLOCK WALL PAINTED CONC. CA5TCONC BLOCK (TYP.) ---� 5URROUNDAT OPN'G5 EXTERIOR MTD, I HORIZ. SLIDING METAL DOOR — Cfl � 0 0 PATIO --: — — � '...�' I SLAB \-------------—_ --- •'V'.I 1 CHIMP ENTRY DOOR OPN'G Left Elevation 1/4., = 1 °-o„ 24" X24" LOUVER INTAKE GRILL E 1= -.5 V [O BLOCK is 50LAP PANELS Fi - - ELEV. 0'-0" -- - - - T L81611 T.O.B CEMENTBOARD ABOVE CONIC. BLOCK WALL CAe3T CONC. SURROUND AT OPRJ'65 INTERIOR MTD. HORIZ. SLIDING METAL DOOR — BAY WINDOW SHAPED "VIEWPORT' W/WIRE MESH SIDES & ALUM. PANEL ROOF' - - o _ (TYP OF 3) _ — —� ^�. 00 V , ' { ) �PAINTED CONC. BLOCK(TYP.) a ELEV.O'-C" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ -- - - - - -- Rear Elevation 1/4„ = 11-0„ O C9 Q L(7Np F r 0" ®O'NG r �: r f� F .:: .... ......: ..r... COOI�D r SKYGfGHT CO,C r TPU55 SPC [ Concrete Ceiling Plan 1/4., = 11-0" METAL ROOF WALL EXHAUST FAN (V.L.O.J) EE Front Elevation 1/4„ = 11-0„ O 6 LONGSTRUMf ALSLAB I r r C70PN'G O t #5X8 O \\� �OPNG :CORD :F I. ro � 1 SKYLIGHT LOC M TRU65 5PC x F I: 1 #@10"OC ITT#S@10 OC XT 0'TOP o i POT i 5 ROOF MOUNTED SOLAR PANELS (VLOJ) WALL EXHAUST FAN (V.L.O.J) - -� ELEV.O' O" co?� I CONSTRUCTION � o e a U 5 b O a 2 o o v � o 0 a 5 8 a t5�oi a � 1 CORPORATION q nW W N ru l0 . — v W D .> ■� r V �v 00 7 4— CL Qj a-J o � l4J l7 V U cu �V V) 0 LL d� 4 ,v_ �a ry 4-► : LL R JOB # 03-0501 DATE 03A 2/04 SHEET A2 LIC. CG00130S4 PVC GRATE= \\ :''. �y' •'• ": `!' % STEELSTAINLESS #4 X 6" REBAR @ 2'-O" O.C. WELD TO STEEL ANGLE 1 1 1 1 FIBER REINFORCED PVC it GRATE (250# LOAD RATING) w OL . '•'n'. •n• "•41' : Q N P1 2 - #4 CONT.00 3 - #4 CONT. TRENCH DETAIL N.T.S. FOOTING SCHEDULE TYPE DE5CRIPTIOIJ T.O.E. 24" x 12" CONT. CONIC THKN 5LAB FT'G W/ 3 • #5 CONT 3" CLR 13017 V-10" T-6" x 1'-8" CONIC MONO FTG W/ 3 • #5 B CONT 2'-0" WIDE DB'L LAYER 0X 010/10 WWF @ PERIMETER +0' 0" D \ 3" CLR BOTT X, V-6" x 1'-8" GONC MONO FTGWI 3 • #5. a CONT 3" CLR BOTT 2'-2" FTG EXTENDED W/ 2 • #4 BAR q b CONT 8" x 8" CONIC MONO FT'G W/ 1 #5 CONT"CL VARIES W/SLOPE a j 3" CLR BOT7 3 16" x 12" CONT. CONC THKN SLAB FTG 0'-0" W/2•#5 CONT 1 /� 3" CLR 13017 'v a V-6" x T-8" CONIC MONO FTG W/ 3- #5 - CONT 26" WIDE DYL LAYER 6 X 610/10 WWF @ PERIMETER 0 0" " i 3" CLR BOTT 0" #5 VERT REBAR 48" O.C. MAX (TYP) EXCEPT IN OPN'GS 4" GONG SLAB 25 0 P51 ON COMPACTED, TER ITE TREATED SAND FI L (TYP) 4" GONG. SLAB SECTION A -A PATIO SLAB p SLOPE TO FLOOR DRAIN 4'-8" PROVIDE CLEAN -OUT COVER CONNECT TO 8 8„ SLOPE 2" SLOPE OTHER DRAIN 2" RAISED 5LAB FOR BAY o — — — — — — — C RAISED SLAB FOR BAY WINDOW VIEWPORT _ / WINDOW VIEWPORT F6 MATCH ELEV, HEIGHT 4" MATCH ELEV, HEIGHT r------------------------------------------- r-------- -it7 ---------------- r----------------------------- ---- — --------- r-------------- — ---- ------ WASHOUTIN �\ END OFTRENCH 0 oilSLOPE 4" _ SLOPE 4 SLOPE 4" , j v--------------- ------ • Lu n w I N I 4" GONG SLAB 3000 PSI 6/6 X LLI 10/10 WWM ON 6 MIL POLYV. B. i 0VERCOMPACTED, TERMITE A TREATED SAND FILL. (T1 P) \I SLOPE 1112" A 1 13 WASHOUT VALVE A A , , d) 1► N -2" 6" DRAIN GONG. CLEAN OUT W/ALUM. DIAMOND WASHOUT IN � PLATE COVER END OF TRENCH A p.L1� 3 I GATE VALVE W/ CONTROL ABOVE I GRADE II II II II II #5 VERT REBAR -�48"O.C. MAX (TYP) EXCEPT IN OPN'G5 I II II II II I F 1 6" INLET TO I ST I SEPTIC WASHOUT I I I TANK VALVE I (CHIMPS) PVC TRANS. \' a II ----------- I ! PROMB"T06'I----------------------- I PVCTRANSI • PI,7COLLARA� COLLAR ! ----------- -----------..----------------------------------------------------------------' FROMB"T0�6" I I I II 0" 36' O° —r SLOPE 2" I I SLOPE 2" ON SLOPE 2" I I gLOPE 2" 4" i I I I I I I I I -r-l.---- ----' �, 4°SLAB I I • I I 0 ENTRY • I .------------- ----- W --- --- • O DRAIN 01 LOPE SLOPE 1/2" 11/2" W I. .. v--- ---- ---------- - I � SLOPE 11/2" i � °� SLOPE 11/2" '� � 4" I I �� FLOOR DRAIN L REVERSE OSMOSIS I WATER EQUIPMENT. CONNECTONLYTO CHIMP'LIXITI DRINKING PE ULY i I / _�- - - - ---- WITH 6" PIPE II I II - N I I N I 3' X-3 GL AN -OUT BOX W/ I REMOVAI 5LE DIAMOND I I PLATE LIE 01 ��'-------------------------------------+-\��� __ ----------�` t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _lu 3' X 3' GLEAN -OUT BOX W/ 6"PIPE REMOVABLE DIAMOND - - 3' X 3 CLEAN -OUT BOX W/ REMOVABLEDIAMOND II II II II Foundation Plan 1 /411 = 1 '-0" CONSTRUCTION IV CORPORATION LIC. CGCO13084 �T 1 V � V 0 N T� 1 V 4-; t-n O . v W ■/ 4-1 .� r V LA O � V •0 T O ILL �J 4-JJ O ppv Q •W o- v v `° au Z C!� 07 O 9 o �ro a JOB # __03-0501 DATE 10/08/03 SHEET A3 FILLED SOLID CMU CELL 1 x P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 31/4" MAS. SCREWS 18" O.C. AND AT ENDS SEAPOLYURETHANE ANT SEAM ANE ALUM WINDOW SCREWED INTO SOLID CONC AS DESIGNATED BY WINDOW MANUF FOR 140 MPH/3 SEC. GUST WIND LOAD CONT BEAD AT PERIMETER OF 'VULCAN' SIEALANT 0 WIND WJAM[3 HEAD N.T.S. ALUM WINDOW W/ MAS. SCREWS AS DESIGNATED BY WINDOW MANUF (11/4" MIN. IMBED) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE CONC, SILL 100 MIN CONC. 51tL W/314" RECESS 8" CMU BELOW SILL WINDOWSILL N.T.S. LINTEL SCHEDULE APPI—IED APPLIED SAFE TOB BEAM TYPE UPLIFT GRAVITY UPLIFT GRAVITY LENGTH LINTEL LOAD PSF LOAD f 5F LOAD LOAD PSF NO 8'-2" 8 X 16 CMU SHORED AND GIP W/ #5 MID SEE DETAIL A—A5 0 550 1080 2260 6' 4"MAX B1 SEE ELEV 8 X 8 FORMED AND CIP W/ #5 —113 0 750 1140 1255 6' 0" B2 (AT CAGED OPN'G SEE C—A5) 12'-0" S X 20 CMU AND CIP W/ 2—#5 1T/113 1020 1800 2000 3900 8'-8" E33 121-Olt SEE -A5 U GIP W/ #51T/2B 0 2100 2600 4100 11'-0" 134 12'-0" 8 X 56 CMU GIP W/ #51T/2B 5EEG-A5 O 2100 2600 4100 3' 4" E35 12'-0" X 16 CMU CIF W/ #51T/1B POURED ONO W/ CONC SLAB SEE E-A5 600 1250 CLIP LOAD 4100 CONT TB5 10' 6" X 16 CMU GIP W/ #51T/1B SEE 13—A5 600 1250 CLIP LOAD 4100 CONT T136 a. —loll X 1 —A5 CMU CIP W/ #51T/1B B SEE 150 250 CLIP LOAD 4100 CONT TB7 GENERAL NOTES: TRUSS MANUF DESIGN TRUSS TOP CHORD FOR PANELS AND 1/4" DIA LAG BOLT OPENINGS WITH SIMILAR LINTEL LENGTHS CALCULATED FOR THE WORST (4 TOTAL) CASE SCENARIO 600# UP W/ LTA1 OR HETA 12 ANCHOR ORIGIN OF CENTERS IRAKE"I I I I I I I I I I I ewe e e e e e e o e e e e e e e e e e e e e e e e e e e e e I I I 1� 1 1 1 1 1 g� I I 1(:g)(BI I I I I I I I I I A I FLUSH I RAKE 2 X 4 CR058 ' B�ACINJ3 BAYS 'II 'II I---1— AILCELL[ FILLED e I 117,�79LID TOICONC 3LAB 1_ e I --- I -- Ir ij20° x 2{}" SKYI(IG-HT I 2X4 ROSS 1 13AYING 2 I e , e e e e IIIIII e e e e e �IAj e ' 24" x 48" ATTIC I ACCEIS I e e e e IIII IIII IIII e e e e � 24' x 8ll ATTIC B2 75 # UP / LTA1 R HEl' 12 B4 750# P W/ L Al OR ETA 1 8 � 50# P W/ L7 A10R HETA 1 ' AN f HOP I TTOOt CHORI BRG I I I I wI I ANCH R ( I NCHOe e e e e o e e e e 50 ARPANELS�—,71777.77r- 7T.-1 e e e e e e e e e e e e e b l I I I I I I I I SETMT $ETAILI 6 e e e e e e e e e e e Lm�� 380# UP W/ LTA10R HETA 12 ANCHOR Roof Framing Plan 1 /4" = 1 '-0" 580# UP W/ LTA10R HETA 12 ANCHOR B1 B1 11/4" DBL'-r MOUNTING ANGLE AT CORNERS (200# DL EA) PER SOLAR PANEL SPEC ALIGN W/TRU55 5 PANELS OTAL TYPICAL SOLAR ON ROOF LOCATION PANEL DEPENDS ON BLDG ORIENTATION TO�� --------------- � SUN COP** PROVIDE 700 LBS TOP CHORD LOAD JOB # 03 0501 FOR EA SOLAR WATER PANELSI1. TB6 DATE 03/12/04 380# UP W/ LTA10R HETA 12_ / /� ANCHOR SHEET - A4 CONSTRUCTION CORPORATION LIC. CGO013084 METAL ROOF WD. TRUSS ° q G CONT. ROUND GALVALUME TRIM TO COVER EDGE 1/2" CEMENT50ARD PANELS OVER 30# ROOFING FELT ON 5/8" CDX PLYWD SHEATHING OVER 2X4 KICKERS ATTACHED 2' O.C. @ EA. TRUSS NAILED W/4.16d 8" GONG. SLAG, LAND PSI SEE FRAMING PLAN 12'-0" ---—-— - — - — -— NOM 8" X 8" X 16" CMU WALL WITH GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR AND EXTERIOR) && VIEWPORT WALLS FORM AND POUR 8" X 8" GONG. MD, JAMB, SILL) AT ALL E 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 ROOF PANEL z PATIO E 12 2 SCALE 3/4"=1`-o" #5 DOWEL 4" INTO BEAM W/ A 24" EXTENTION REINFORCED WIRE MESH PANEL W12" X 2" X 1/4" ANGLE FRAMING. 12 —12 NOM 8" X 5" X 16" CMU WALL WITH GALV. "DUR-O-WALL"LADDER TIES EVERY THIRD COURSE CAGE CAGE UNIT UNIT FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR & EXTERI R) 0" SLOPE FLOORTO TRENCH DRAIN (NP) WDTRU55ES 24" O.C. (TYP) SCALE 3/4 =1'-o" CAGE UNIT #5 DOWEL5 W/ 6" 90 BEND&25" EXTENSION @ VERT. REINF. (SEE PLAN) SMOOTH 'HARDIPLANK' PANELS W/13ATTEN5 FOR CLG, IN HALLWAYS TOP CHORD 2 X 6 TOP CHORD TRU55 BEYOND @ SOLAR PANEL AREAS 1/2"'HARDIPLANK' CLG IN HALLWAYS (2) 1 Od TYP. EA. TRUSS Beam @ Truss Step Down TYPICAL: 30# SLDG PAPER OF SPACE SEPARATION OF WD. TPU55 W/GONG 5LA5 SEE TRU55 DRAWINGS FORTOPCHORD SEARING CMU OUTSIDE / FACE X 8" X 16" CMU WALL W/ BUR-O-WALL" LADDER TIES THIRD COURSE WIRE MESH 2" X 1/4" AN CAGE UNIT UR 8" X 8" GONG. SILL) AT ALL CAGE 5 W/ 145 RE -BAR (3) 16D TYP. SCALE 3/4 = 1 ' - o " S�ALE 3/4 = 1 - o . REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 TEE -BRACE AT EA. VERT. NAIL W/16d NAILS @ 8" O/C CONNECTION )ETAIL @ GABLE SCALE 1 1 /2" = 1 ' - 0 " SEE TRUSS DRAWINGS FOR TOP CHORD SEARING EXTEND ROOF W/ 2" X 6" TOP CORD GALVALUME & GUTTER 2 X 6 FASCIA (TYP.) PERFORATED ALUM SOFFIT >F CURS PLAN VIEW AT TEE BRACE 1 1 /2" 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" COX PLYWOOD GABLE END FASTEN TO SLEEPER W/ 16d NAILS @ 4" O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. @ 6" O.C. 1 x 4 LATERAL BRACING IN-BETWEEN 'X' BRACING CONC BEAM/CMU WALL EXTEND ROOF W/2 X 4 TOPCORD LTA1 OR HETA12 GALVALUME & GUTTER � SERVICE AREA WRAPPED W/ ALUM. (TYP.) PERFORATED ALUM SOFFIT FILLED CELL 6X6/1AX1.4 WWF (D5L 36" WIDE PERIMETER) MONO. GONG, FT'G - SEE FOUND PLAN, WALL SECTION CONSTRUCTION LIC. CGO013084 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 WORD, A.C.I., A.N.$.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 $HALL 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 95% 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 BE S". 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. 3-5 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 A61 S. 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 BAR$. 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) #S'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 bortt, 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 (1 G" 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 DECOMPOSITION OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METAL$• 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 LOAF) 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=1 200 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 $HALL 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 $.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/W (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.) CDX 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 8D RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN S' 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 $HALL BE MANUFACTURER'S STANDARD PAINTABLE GRADE. 7-10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE (MANUF FROM MARTIN CO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PERPINDICULAR TO SLOPE. INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF SYSTEM WITH ALL APPLICABLE ACCESSORIES AND AS RECOMMENDED BY THE MANUFACTURER. 7-1 1 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD. DIVISION EIGHT - DOORS AND WINDOWS 8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE TOTAL ENCLOSED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR SIMILAR) AND PRIMED. 8.2 WINDOWS - PROVIDE ALL WINDOWS WHITE 'PGT' MANUF. OR SIMILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE. WINDOW AND ACCESSORIES TO CONFORM TO 120 MPH WIND REQUIREMENTS. ALL GLAZING SHALL BE GREY TINTED. 8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR GROUT JAMB WITH 1 /4" X 3 1 /4" MASONRY SCREW (IE. TAP -CON) FOR 1 1 /4" MIN. EMBEDMENT AT 12" QC AND EACH END. DIVISION NINE - FINISHES 911 STUCCO - 2. 2-COAT$ OVER CONCRETE UNIT MASONRY: BASE COAT- 1 PART PORTLAND CEMENT, 3/4 TO 1 112 PART LIME, 3-4 PARTS SAND 3. FINISH COAT: 1 PART PORTLAND CEMENT, 3/4 TO 1 1 /Z 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. A$ 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 11-3 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 10 • 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. 3. HOSE BIBS SHALL BE BRASS OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS. ALL HOSE BIBS SHALL HAVE A NOWREMOVABLE 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 RECOGN IZED 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 DVSIGNED, 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. I I J 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT 2„ VTR V INTERRUPTING BREAKERS, OR DEVICES. I 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. I I ,J i i i i i 2" I HARDIBD PANEL 2" VENT 2" WASH TUB 6" PIA FL DRAIN OPEN TRENCH RISER PLL F I X R1$I 2" WASHER BRANCH CONC GROUT 'LOPED REDUCTION TO 6„ PIPE. I 2" VENT 2" WASH TUB < 12 SEPTIC TANKS TO CHIMP SEPTIC r'vcrr, e DLjildin 1/4,f = i,_o„ 12 2 p" OPEN CONC TRENCH 55 WASHER 01 GROUT 5LOPED REDUCTION TO PIPET VERHEAD CHUTE VERIFY OCATION W/ CAGE i ABRICATOR Section 8" CONC SLAB 10 EXPOSED CMU PT'D 6" DRAIN GOI TO HUMAN SEPTIC SYSTEM N C.O. GATE VALVE W/ MANUAL CONTROLS HARDIBD SIDING CONSTRUCTION CORPORATION LIC. CGO013084 L CZ U W N C co ■ ■ E Q U e r , 00 Q CD 0 CD rV.a:J , ,7� .0 k. 0 U JOB # 03-0501. DATE 03/12/04 SHEET E LECTRI CAL PAN E L cir description pole wire cir d escription pole wire 1 HEATER1OKW 60.2 6 2 HEATER5KW 30.2 10 3 4 5 HEATER1OKW 60.2 6 6 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 WASHER1 20.1 12 21 22 WA5HER2 20.1 12 23 24 25 26 27 28 29 30 1280 50. FT. 0 3 W PER SO FT X 1.25 4800 (2) HEATER WITH 1000OW HEAT5TRIP 20000 (2) HEATER WITH 5000W HEATSTRIP 10000 (2) PUMF5190OW EA X 1.25 4750 4 CIRCUITS APPLIANCE 6000 EXTERIOR LIGHTING 1200 TOTAL FIRST 10000 W LM1 OC% 10000 REMAINDER @ 50% 19455 I 29455 W 0 240 V I 123 AMP51 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. GG SINGLE POLE SWITCH j`4-)— THREE WAY SWITCH 0' G— CEILING FAN REOSTAT JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE 84" WALL MOUNTED LIGHT FIXTURE W/ MT'G HGT. 1 X 4 X 3 LAMP RECESSED CLG FLUOR. (DAY BRIGHT DWL FLUOR 32 W) SINGLE FLUOR. STRIP - LENGTH AS ~� 4' INDICATED F--i 4' 2 LAMP FLUOR. STRIP - LENGTH AS INDICATED EXHAUST FAN - (DAYTON SC529.4 - YJ 34A SHUTTER MTD) Lo 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 ,Y 1 WALL MTD SECURITY LIGHTS ICJ ON BATTERY PACK MAIN DISC 20OA-2P-NEMA-3R 120/24CV-1PHA5E / 3W /5N 150 AMP DISC 150 A METERAND MAIN COMBINATION FPLTO SUPPLY SERVICE TO METER NOTES: ELEC. CONTR. TO VERIFY LOAD OF ACTUAL EQUIP. INSTALLED " ALL WIRE SHALL BE THW COPPER 3/0, 3/0, 3/0, TH W CU IN 2" DIA C #4 CU IN 3/4" C DIRECT BURIAL CLAMP TO FOUNDATION 5TL REINF. W/ PVC GLUE COVER & 5/8" DIA, X 8' GROUND ROD ELECTRICAL RISER NO SCALE . MTO 0 74" /E EXTERIOR I (TYP) XT DOOR 200 AMP MLO PANEL 19 I y TO OTHER WALL EXH FAN Electrical Plan 1 /411 = 1 1-011 ADOVEIN WALL OPN'G ELECTRIC METER \ 2" PVC UNDERGROUND TO FPL TRANSFORMER— EXH. FAN ABOVE IN WALL OPN'G "NOTE: SOLAR HEATED WATER 5TORAGETANK5 72" W P/ GFI TO OTHER WALL EXH FAN !��16 DRAIN FIELD PUMP WALL MTD OSCILLATING FAN 0 7-8" A.F.F. WALL MTD OSCILLATING FAN 9 7-8" A.F.F. TO OTHER EXT DOOR LIGHTS LL i Qa LL QW�( co co r Q A 4 JOB # 03-05 -1 DATE 10/08Z03 SHEET A7 CONSTRUCTION CORPORATION LIC. COCO13084 1 TO HUMAN 5EPTIG 5Y5TEM t F ro" DRAIN C.O. GATE VALVE W/ MANUAL CONTROLS 1 r- l ,r hollow metal WHO stainle,etl, knob 2 2 - 3'-0" x 6'-8" x 13/4" experlor Inoule 31.6/-39.8 _ WAtllei'st0 W/ h.c, thrcellold. Upper whldow 3 2 - 3'-0" x 6'-8" x 13/4 exterior Insul metal awino etalille,stL knob 3L6/-39h 4 2'-2" x 6' 8" N Owing cage door 5 2'-8" w x 2'-8" h horiz ellding metal door wall mounted; 64' head height 6 2'-8" w x 2'-8" h vert. elldIna metal door remote „ II u to II t head 7 6'-0" w x 6-8" h metal mesh Owing gate I Tt 8 _ 9 NOTE: ALL HARDWARE TO DE STAINLESS STEEL Head ITeighte are from 0'-O" at top of curb bee Elevatlone 12" VTR I` I IQ I I — 641 ,-a" ,--pq '-O,r Y VV L V ,-la" 2'LX4"W 1 I TRENCH DRAIN r ��p W/4" PIPE �� CONNECI I TO OTHER L"SJ�I< TRENCH (V W/ TRAP RAIN i © �I W/ TRAP AIN _ 3 ` PLUMBINGa '0 �IXTU�� NI #1 1�15EP u r 4. © a, 4" I N 0. H. CAGE , CHUTE �- \ . roll DRAIN C t+ o 6'-0" 2'-O" 2'-81+ 8,r o ,I � VENT BENCH 2"WASHER GROUT SLOPED lTv L3{ EDGE OF REDUCTION TO i ' CONCRETE \ PIPE roll 6"VIA FL QUNIT #2 \ 8"OPEN SS I Z^ DRAIN SLAB r� BENCH I VENT 2" WA5HER �,Ln - •�' j 0, H. CAGE K: w,v>,T CHUTE .T �i I� a GROUT5LOPED i I. REDUCTION TO roll °� © .OPEN N �_�_ PIPE TRENCH ni5 � III -'I ; 7II R 6"TRAP SEPTIC TANKS �� I'' ` o TO CHIMP SEPTIC lyrrw 13A5E CABINET - WALL MTD. 51 A.F.P. PROVIDE FILLED CELL CONC.SLA13 TO +� CONNECT BETWEEN BUI DNGS2 O BELOW EA. 511DE FOFDRACIIT �I (TDD IN FIELD) il LT — �} Jz F -iF E.Sfin1A1"ED �n' �tyond 4 A • bv11�,�►c�. 0 COLD ONLY OPHIG ABOVE FOP Q EXH. FAN o 'y 9'-0" 2'-6, I —modI wR APE ' 1,1 WA HARE Q EDGE OF CON RE'I'E SLAB )" I, „ 6' „ 5,-O„ 6-01, Floor Plan. 1 /4" 1 _0�I I' I TOTAL 60. FT. UN[)' EK ROOF = 2313. i , It- L II II II II •11 I� TO CHIMP SEPTIC 5Y5TEM , J' STJ LUCIE COUNTY HEALTI W—ENMONMENTAL HEALTH E SITE PLAN APPROVED FOR CONS SUPERCEDES ALL PREVIOUS SITE DSDS # LQJLS ATE GONST1. RUCTION CORPORATION LIO, 000013084, rz. Parcel 1 - Area Calculations Total Site Area: 15262 Ac Impervious Area 36.89 Aa (24%) coraste PavwwrUSldewalk& 0 4 Aa Aocm Road (ahel mckk as Aa BulkllrW and Buillft Pad& (52,122 SF) 119 At Lake (water altrfacek 315 Ac. Pervious Area: 115.73 Ac. (76z) Open spac& 11573 Am Parcel 2 - Future Ancillary Site Area Calculations Total Site Area: 38.04 Ac. to Impervious Area 5.07 Ac. (13%) N b Acom RoadlParkilg 1.71 Aa Z BLAdkW : 036 Aa Lake (water aurkook 3A Aa Pervious Area: 32-97 Ao. (87z) Open spec& 3297 Aa General Notes 1. All building, parking and access areas sholl document compliance with the requirements of the American Disabilities Act prior to the issuonce 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 rn d o y v1. D 3 � H 10 5•K' Subject Site TWP: 35S Range: 38E Section: 25 Location Map Legal Description 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. Road 6:1 min. Access to Top of Berm Proposed Levee Detail A (See Sheet 2) Future Land Use: AG-5 (Agricultural-1 .3u/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Detail B (See Sheet 2) See Sheet 2 (o co ra N 3r N O 0 S89004'14"E Parcel 2 38.04 Acres (Future Development a and Temporary Spoil vi Stockpile Area) M Future Land Use: AG-5 (Agricultural-1 du/5 ac.) w 600 S. F. N N Research Cottages o \ t N BUS PARKING 16,000 S.F. MUSEUM 6,000 S.F. PUBLIC EDUCATION FACILITY S89.33 47 E 1259.91' GNNI I EXISTING Parking EXISTING 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 11t. Chimp Housing I Set 23.5FNGVD 2,400 S.F. Residence r� ((Caretaker) I DRAINFIELD AREA I (Typical) I Chimp Housing I (Typical) I Outdoor Area (2.2 acres)(typ•) -17 B Gate 2,400 S.F. Caretaker'sr�; Residence F.F.E.=24.5 Chimp Housing (Typical) Lake 3.0 AC. Future Land Use: AG-5 (Agricultural-1 du/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Proposed Levee Goldsmith Road Existing 50' R.O.W. Jill ----- ------ Fenced Area scarOr - - acstccrcc (1+ 1,000 S.F. � I �Malnt. Building optional Future 1 platform depafor snt um � c�/ Development Areal I l plattorm for sump "., „'i l / r pump � ) ,/ ;;;� III I Temporary Spoil Stockpile / Area 30, 1,000 S.F. nt. Building F.F.E.=24.5 5,000 S.F. Fenced Area ----- — A. -- Phase Line Pod 9 11 I III i fi 1 Lake 1 I 11114 ,a I wP,l \Pod 10 ' 1299, n/i�v i� `Lake 11.53 Ac. O E.O.W. , /r•: \ i It I' �Pod 911 / 1 iii,Il II JIU V I I K IN 1 `�----------- �I Lake % I ;,` li 1 / 6, / I LI I 1 1sx 1 1\1 i s ;' j I. 1 1`'� Pod 12 I I I ----------�— ��—� ----- --� Caretaker's 2,400 S.F. 'Fire department platform 6:1 min. Access Residence F.F.E.=24.5 for sump pump to Top of Berm Detail C Future Land Use: AG-5 (Agricultural-1 du/5 ac.) (See Sheet 2) Existing Zoning: AG-5 Existing Use: Citrus Grove 6:1 min. Access to Top of Berm 30' Perimeter Road 6' high barbed—wire security fence 6' high 30' Perimeter Road barbed—wire security fence u7 0 ^ Future Land Use: Agricultural Existing Zoning. AG-5 Q Existing Use: Citrus Grove G � vci� U O � c.> O Z 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 NZELZ Save I heChIrTips"o"g Site Data Project Name: Center for Captive Chimpanzee Care Location: 3000 Header Canal Road Ft Pierce, Florida 34945 Owner. Institute for Captive Chimpanzee Care and Well -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 (772) 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 (772)283-2979 Total Site Area (Parcel 1 & 2): 190.66 Ac. Existing Land Use: AG-5 (Agricultural-1 du/5 acJ Zoning: AG-5 Current Use: Agricultural Setbacks: Front 5V Rear 30' Side 20' Side Corner &Y Note All Setbacks based off of Property Lines Maximum Height (allowed by AG-5): 80' Maximum Building Coverage: 10% SCALE 0 100' 200' 400' Center for Captive Chimpanzee Care Site Plan opY E St. Lucie County F rt a Scale I"=200' Revisions 551d3 . Drawn by S.L.S. tms5ms. Checked ey M.C. Computer File ch1mp-ep3.dwg Sheet Computer Station S.L.S. Project Number 9145.99 Date 123.03 1 of 2 Detail A Scale: 1°=40' I i DRAINFWLD 1 REp'/ i a 12 high security wall r' ,(TYPIPai� � with 5 cantilever a extended into lake ,yJ' t ( / // r \ \ _ Swale C Chimp Housing ((. Swale _ I I�-- ��•---ram `. 6 Detail B Scale: 1"=40' --------- PERIMETER SECTION A NORTH BOUNDARY NOT TO SCALE �\ EXISTING DITCH ' PERIMETER SECTION B I WEST BOUNDARY NOT TO SCALE 1007 (47)100' sections required Section (Nnrth and Wtmaf Rtmrm) Property Line--,, I I IDO+ (� I Proposed Le Ova vee I g Top of Berm I I - I I I I Proposed Levee I I I 1 30' Perimeter Road - - - --- - - - - - - - - - - - - IN-------- �, oo' PLANT LIST: TREES AND PALMS \ EXISTING DITCH j 1 \ . I \ I--I GO 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 Ames Roed/Parft Buikings: Lake (water sleace} Pervious Area: open space: General Notes Saved lumps,'-7s, Site Area Calculations 38.04 Ac. 5.07 Ac. (1.3%) t7l Aa 036 Aa 3A At 3297 Ac. (87z) 3297 Aa 1. All building, parking and access areas shall 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 xeriscope landscaping. SCALE Center for ive m ''� iawlanzee Care Site Plan & Berm Planting Details St. Lucie County Florida Detail C Scale: 1"=40' PE 1 235 1 SLASH PINE IPinus eUiottii SHRUBS AND GROUND COVER MYC 235 MYRICA CERIFERA Ilan myrtle SOD I I BAHW Pasaadum Not, ht. x 3' sprd., 1.5' cal. min. x 24' sprd., full 3 gal., As Shown Scale I"= As Shown Revisions 9,5.03 . Drawn by S.L.S. 102W3 Checked By M.C. Computer File chimp-sp3.dwg Sheet Computer Station S.L.S. Z of 2 Project Number 9145.99 Date 123.03 BENCH MARK #1, X-CUT IN HEAD WAIL. ELEVATION 23.496' V/iNESS CORNER 5045.6894 \ E4886.9816 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 CITRUS GROVE PORTION 24-35-38 NOT INCLUDED BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22.00' WITNESS CORNER N 5000.3891 E 5006.2253 In ORTH LINE SECTION 25-35-38 �20' WIDE DIRT AD N , -- - E - NG DITCH - - - - - _ - - - - - -ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - - - - C - - - - - - - - - - - - - - - _- S89'19'51"E 2527. G \ \ BERM TOP EL=29.0' TOE EL=20.0' A R \ \ EASIING 36' METAL CUE EAST INVERT 15.2' 1 WEST INVERT 15.9' NW PROPERTY CORNER FALLS BETWEEN DITCHES Do n I M I N Z 0 0 U W W Z IJ WELL WITH 8000NCRETI INTRO UNIT LU W I3 20.6' / 1-STORY - RESIDENCE / BERM LAKE DRIVE I^ INISLAND I I LAKE WELL LOCATION I /------/--------_\ 20.6' INSIDE PROPERTY UNE I LO i I I I FORM BOARD TIE IN FORM BOARD TIE IN 1 \ I I ELEVATION 24.5' I') ELEVATION 24.5' \ \ SEE BUILDING DETAIL >> N SEE BUILDING DETAIL I I POD 4A POD 3B \ I I PERMIT #23110877 / 3 PERMIT #23110872 \ l^ 1 1 04 LO o 651.0' o \ FORM BOARIJ iIE- IN p \ ELEVATION 24.5' Q / PSEE OD 6BILDING DETAIL U 649.5' PERMIT #_-44Qa67`\ \� FORM BOARD TIE IN `\ J W ELEVATION 24.5 p SEE BUILDING DETAIL / { LLJ PERMIT #2311086 o I / CK HWEST QUARTER SECTION 25-35-38 =,]_ ,alf'ING 152.62 ACRES MORE OR LESS Ld DEAD CITRUS GROVE Z ROWS ARE EAST/WEST DIRECTIONAL - - ------� __J d bi � I W I-------\ - ----�\ 25 0' U 7.0' 77.0' 1 a, I I I I1� ci es. \ 0 �� I I ✓' Q n I I n\ 0 0 J / U z C N Z W N m BENCH MARK #5, 5/8 IRON ROD, \ `� - - - - - - / ELEVATION 20.22 WITNESS CORNER N 2411.6490 E 5012.2136 EXISTING 16' METAL CULVERT NORTH INVERT 14.9' SOUTH INVERT 14.r D.O.T. STATION 120+68.50 JVV 1'KUYtK I T SOUTH LINE NORTHWEST OUARTER 25-35-38 LINE 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 I I I i I BENCH MARK #3. 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 NE PROPERTY CORNER FALLS IN DITCH 909.4' 54.5' PROPOSED / \\ BUILDIN \/ I W I Proposed I I Lake I rn O 1 I Io N \ I� PROPOSED \ / I N BUILDING�< _ \�539.7'� 1 PROPOSED / 539.4' \ BUILDING / j I I I I j DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL Proposed I I Lake � \ I � I PROPOSED BUILDING ^ SOUTH PROPERTY LINE EXISTING DITCH / A; 'o € w $ z_ W J 0 a OI N W LU a Q CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED BENCH MARK #4, 5/8 IRON ROD, ELEVATION 23.59' NTNESS CORNER N 2347.2780 E 7467.0828 PROPERTY CORNER FALLS IN 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 38): 2/2/2004 FORMBOARD TIE-IN (POD 5A): 1/21/2004 FORMBOARD TIE-IN (POD 2B): 1/13/�004 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 95 2 (MIDWAY ROAD LOCATION MAP (NOT TO SCALE) SURVEYOR'S NOTES: 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 #1.2111CO165 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 a NGVD29. BOUNDARY AND TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SEC11ON 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 � Y► 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 HERESY 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. W CHRISTIAN PROFESSIONAL SURVEYOROR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 CHRISTIAN FENEX, PSM (772)283-2977 (772)283-2979 fax FLA, REG. #5102 BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 504&6894 E 4886.9816 31.09'(.M) 30.00'(P) NW CORNER OF THE NW 1/4 25-35-38 D.O.T. STATION i 147+30.32 FOUND 4"x4"PRM #3435 (0.37'WEST S89'04'14"E 1256.53'(P) I » FOUND 4"x4"PRM OF R/W LINE) 389 02 20 It 1256.38 (M) #3435 72.5 30' DRAINAGE & UTIUTY EASEMENT EXISTING DITCH LOT 4 I� o i IN LOT 5 w EXISTING BUILDING o J g LOT 3 I 18'%24' I [n O N65 o d0 X ✓ DITCH 4.s' I' o M IN (J1 N - -m m ri N ✓^� DRAINAGE & -' L4 w W 30' N UTIUTY EASEMENT I I C4 oN I � HEADER RANCHES SUBDIVISION, PB40, PG38 L4 Zo w CONTAINING 38.04 ACRES MORE OR LESS N Iww� LOT 2 I I CITRUS GROVE Z oa2 ROWS ARE NORTH/SOUTH �� I I �� DIRECTIONAL mow �N =`a LOT 6 w o� NN ,,yy I I M= N= FOUND 4"x4"PRM r� #3435 (1.56'WEST LOT 1 r I y�Fff OF R/W LINE)<w CITRUS GROVE PORTION 24-35-38 NOT INCLUDED z,M FOUND 4"x4"PRM BENCH MARK #2, 3/8 IRON ROD, a �i ELEVATION 22.00' I I mow #3435 WITNESS CORNER 30' DRAINAGE & 34.14'(M) 30.00'(P) N 5006..225 N89'28'10"W 1257.78'(M) E 5006.2253 UTILIN EASEMENT O NORTH LINE SECTION 25-35-38 20' WIDE DIR P1 J �- - _ _ _ _NG _ _ _ - - ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - - - - - - - - - - - - - - -� MENT - - - - - --_- - - - - S89'19'51"E 2527. O1. NTROL BERM TOP EL=29.0' TOE EL-20.0' FOUND NAIL" -- AIL TRUCTURE G R g N 4981.7654 E 4833.1669 �- --------------- EXIST NG 38' METAL CUL 7.0' 77.0' EAST IN ERT 15.2' WEST INVERT 15.9' NW PROPERTY CORNER FALLS BETWEEN DITCHES 1-STORY RESIDENCE m , BERM - o 0 F W M I I M N z U w U) pwp O W Z G I N W � 13 I I r CV no J o Q Q II 0 W W Q W 0 W Z J d- W F- w 25.V U � II 65. [if o 0 z Un N o w z Z " J X W LAKE ISLAND LAKE ILL LOCATION 6' INSIDE PROPERTY LINE BERM FORM BOARD TIE IN TOP EL=26.0' ELEVATION 24.5' _ _ _ � EL=2a_7 SEE BUILDING DETAIL POD 3B PERMIT #23110872 651.0' FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 4A POD 3B DETAIL (NOT TO SCALE) )D 66 DETAIL OT TO SCALE) POD 26 DETAIL (NOT TO SCALE) DETAIL krvvl Iv SCALE) POD 4A DETAIL (NOT TO SCALE) 11A DETAIL TO SCALE) BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19.95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE o /NW 1/4 25-35-38 N v�T CI a 0 J z Z in U w Q W x #91 GOLDSMITH ROAD 2 LOCATION MAP NE PROPERTY POD 10B DETAIL CORNER FALLS (NOT TO SCALE) (NOT TO SCALE) _ c-i FORM BOARD TIE IN IN DITCH M ELEVATION 24.5' SEE BUILDING DETAIL z POD 2B PERMIT #23110856 ^ o °o- / � o N YJ�N 9°0• rya. ryry0 "N�L 909.4' I ?s 54.5' �? ge POD 9B DETAIL SURVEYOR'S NOTES: FORM BOARD TIE IN 54.5' ELEVATION 25.6' (NOT NOT TO SCALE) SEE BUILDING DETAIL 1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO, 9452. POD 9B BEARING BASE IS THE BASE LINE OF SAID MAP. PERMIT #24040502 2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 597.5' CITRUS GROVE 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, I �, 8-19-91. iN � x hN POD 12A DETAIL 2� 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR NE1/4 25-35-38 POD 8A DETAIL 'o (NOT TO SCALE) RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. NOT INCLUDED (NOT TO SCALE) .0. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W =RIGHT-OF-WAY .,Ar,yr N 4 oo °.8. 7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. z t23 i J O9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY 0. �'' i DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. PERMIT #23110877 _\ FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 68 649.5' PERMIT #23110867 FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 5A PERMIT #23110861 NORTHWEST QUARTER SECTION 25-35-38 CONTAINING 152.62 ACRES MORE OR LESS DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL m 0 0 O w FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 10B PERMIT #24040507 O IM IN N 3 I 594.4' 907.1' O 615.7' O FORM BOARD TIE IN ELEVATION 24.6' SEE BUILDING DETAIL POD 11A PERMIT #24040513 DEAD CITRUS GROVE ROWS ARE EAST/WE ST DIRECTIONAL 0 0 FORM BOARD TIE IN ELEVATION 25.1' SEE BUILDING DETAI POD 8A PERMIT #24040497 4 FORM BOARD TIE IN ELEVATION 24.7' SEE BUILDING DETAIL POD 12A /- PERMIT #24040519 Im BENCH MARK #5, 5/8 IRON ROD, 582,5' ELEVATION 20.22' ,/U- WITNESS CORNER N 2411.6490 E 5012.2136 METAL CUL T NORTH I VE NORTH INVERT 14.9' � O SOUTH INVERT 14.T BENCH MARK #4, 5/8 IRON ROD, D.O.T. STATION N ro ELEVATION 23,59' WIINESS CORNER 20+68.50 2780 2347.0828 EXISTING DITCH SOUTH PROPERTY LINE EXISTNG DITCH E SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89*2818 E 2522.30 CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 PROPERTY E 4974.0628 CORNER SW CORNER OF THE NW SW1/4 25-35-38 FALLS IN 1/4 25-35-38 NOT INCLUDED CITRUS GROVE DITCH N 2295.5082 E 7496.2527 SCALE 1" = 200' FORMBOARD TIE-IN (POD 8A): 1/5/2005 FORMBOARD TIE-IN (POD 12A): 11/29/2004 FORMBOARD TIE-IN (POD 96) 10/25/2004 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 3B):: 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.: L1 PG: 32 FILE: _99205.dwg 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 THEREFROM. 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. 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 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. Q corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOIST, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON 1S 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. , rsm. ,dWR N 1 3 2005 ar�i5�5 OCM courmy- fliM CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 CHRISTIAN FENEX, PSM (772)283-2977 (772)283-2979 fax FLA. REG. #5102 d'o� �fl a�n+o4ti'1