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Harbour Ridge Clubhouse 44864
S # . LUCI E CO PERMIT NO. -- #-_ --- APPLICATION FOR PERMIT TO CONSTRUCT JOB LOCATION/ADDRESS: LEGAL DESCRIPTION, Plat VI_ Harbour Rid; T RMIT, ( CODE $� ) Palm Ci PLICAYtON -w.... SEWAGE PERMIT NO. Treatment Plant . FL 349ARtV';nv PrERMIT Yes Ivv UaieweV Init. ROAD IMPACT: DISTRICT ZONE > FEE S/D — MAP # _ FLOOD ZONE Eta LOT BLOCK VI UNIT SEC Nl�-26 TWp 37S RGE 40E PROPERTY TAX ID LOT SIZE/DIMENSIOI SET BACKS: FRONT SQ FT BUILDING: I. ARCHITECT: N N A D 671.77' 200.32' JG AREA 3 c SchwabS. CONTRACTOR: STATE REG/CER N E d &, N VC TY Palm I OWNER OF 17 F"` 7 PROPERTY: C �T' I STATE OF FLORIDAI ( Before me, e being duly sworn, der 0-000/0 ZONE GMPP 31.18' x 676.28' x 521.37' EST COST $2,400,000.00 r REAR 56.09' SIDE 252' SIDE la7' . .000 S.F; ACCESSORY Twitty PHONE _305-832-5599 00 laeler Dtive CITY W. Palm Bch ST FL ZIP 3340_ _ I CGC A01454" COUNTY CERT # 8796 structiot 13500 N.W. Gilson Road ADDRESS .ty STATE FL ZIP 34990 PHONE 336-1160 arbour Ridge, Ltd. 500 N.W. Gilson Road PHONE 336-1160 lm City STATE -FL ZIP 34990 IUNTY OF $1.,LUCIE undersigned authority, personally appeared John E. Moore , who upon )ses and says that the information contained in the foregoing application is true and correct. "nt hn E. Moore Applicant Bice PreSl.d Sworn to and su,bjd4ibei Notary Publik' 9#2* of F._ r — i ye Amt. I'd _ My Commission'""fnl`(r�S`-s=• Date Pd --- — Posted -- - I dle me this day of SCHOOL IMPACT FEES Required ❑Yes ❑ No UIN BUILDING PLANS REVIEW NON- _SiU_rd'r?.,�_ P r o j e t N a m e:— --� ----- --- ---- Type of use as defined by Zoning Ordinance. a . ) Parking b.) Landscape Ratio 16 Number RequiredQ Number Provided.?ac-;L rrr���n�-vTp `�cq�J� Handicapped Required 1 lfj � /' Handicapped Provided-3 1 Offstreet Loading Area? Y:_ k _ N: Approval X Disapproval c.) Signs: Indicated_ Not Indicated____ / Note: Separate Permit Required ✓/ a.) SetbaCkS Approval(_ Disapproval_ Base Building Line Compliance Y:-_ N: _ Building Spacing Formula. Used Y: N e.) Driveway Compliance - Refer Ordinance 87-0 Approval a< Disapproval Note: Driveway Permit Required CO'Tl lI I g.) ROaO Impact Fee n.) Comments: A% c� Y: N: ---------------------------------------------------------------- Data In: Out:_-- Reviewer: 1J�fC1Yi0.— SlW\ P 4'71.9 N 107,000 GOLF COURSa DESCRIPTION \ TRACT "A" HARBOUR RIDGE PLAT N9. G ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 25, PAGES 40 THRU 40 E, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 9.368 ACRES ELEVATIONS HEREON REFER TO N.G.V.D. 19Z9 8 7 t S f 3 Z l N 49° Z1'41" E \ N 57° 15'52" W 88.20' O 75.ro1' O N 40°OZ'2Z"W 39.05' O a0 N G6°45'23"W 43.17' l�l g W N 4303 '26"W 10.82' u! 1110 �V N 37°I5' "W 85.79' N 53°21'50"W 54.00' y�OP N 77°48'28" W 48.33' yFST N 40002'21"W 50' ^ {Q. N 54°38'13"W 27.01'La o Z� N 4Z°ZG'04" W 29,54' \\\ N 66°45'23" 52.18' N 70' 11' 07" W 44.92' 7' 4 114 \ ° ' \` N 57 39'11"W 40.11 N 3° 21'50"W 61.44' 480 2 N 72039'14" W 42.38' \ cr' N 65°47' 23" W G0.4Z' N 83°14'OG" 73.41' MP�OY@e PqR \ 2 200 � L = 671.77' . \ T = 348.84' Np v I = � CA Ja P(tEP - A LAKE r —I cot' ' RT C4 Ue N i3 00 oz oRY r� 'OO i coy RTB / 1 yFRFi Y /V T� / pARK(/y� s /2 ;1?0 -IRA, Rk/�''G 'T P qry PARK/NG /z N 57039'II"W .7 ` N 7243 '14" 27.76'` N 4 'Z3 67.4Z' \ z 83614'O6" PV I IOp. G4` 3 4 S K � 6 ti moo• � a 39 \ R @v/� RgGF LNG FF_ 0o P qRK/MG N 16° 01' 54" W BOAT DOCKS \ /O N 1011.0 LAKE � N 10G,500 v T C' N 106,500 O p tP O 5 uJ Q CART PATH rv� GOLF o o 4 W (5igna4ure Da o h i„ : 111n101 smy02 h Fait F1? .1552 3 h W 538. SS' HARBOUR RIDGE PLAT N°. 5 N 87°04' 50 F- P.B. 25, P65. 3'?39 9 /3 NOT A SURVEY INC.ELD: SITE PLAN DATE: SEPT., 1987 MOC K9 ROOS & ASSOCIATES, 11 \TE �� DRAWN: DHC P.A. No. 88 - 078 ENGINEERS •SURVEYORS •PLANNERS FOR U 9 1987 DESIGNED: RAC NO. DATE BY REVISION • � R4NT sEAL SCAROVED1a' 40 HARBOUR RIDGE CLUBHOUSE DR. No.37-40-28-198 WEST PALM BEACH, FLORIDA HARBOUR RIDGE P.D.P. SHEET_1 of 1 f m N[07,044 E 98,551 ,3"51.11LOIlAr. 5I=_$ZV%C-E CO1NNIi_=r_T%oN SAPIII�E TAP a`�, z � E. <?a, S50 Co" ESU(LOIMG 5E9_\1iCE cowt,isc.-nom Cvr%Qe) 6DWPLS -TAP -tt 3 l,, N. loco \q 27 41�. v 0. 4.12- v '0� gils \lei a1 ji� ap 150 C 9 81 4. ---- /- && > ('3 10 G� s OVS ro o^ I 0<0, goo SEE NOTE I SAMPLE 'TAP *P I Lf N 10 (a, SINGLE 5 v1 E N t ocol 15-13 E 915, 1 3-1 PLUG N .4q - GATE E. 98,435� VALVE 3" BACKPLOW PIZIEVENTE12, Co TEE TEE -CAPP xy -TEE FEf5CO MODEL 805Y 0?_ APPROVED EQUAL. INSTALL GENERAL NOTF 6'GATE VALVE GENEP IN STRICT ACCORDANCEI CLOSE EXISTING GATE VALVE AND DISCONNECT EXISTING WlTVA THE MANUFACTURERS S=1112-E 1-4YIDIZAM-17. CONNECT NEW Co" -TF_F_ AND NEW Co" N I0005-L I RECOMMENDATIONS. PVC, WATER MAIN TO GATE VALVE. IZIE-CONNSC-T PIRE E 981795 HYDRANTPERTHETHEOE-TAIL ON SHEET Z. SINGLE SE ICE SAMPLE 'TAP 4# 4 -11-5- Z...-COIZ -NSTUCT Co!'AM �� DOUBLE CHECK DETECTOR CHECK v lcr VALVE AND A3" BACK FLOW FESCO MOD :t APPPOVF-O F-QUAL. ALL'VALVES 70 16FE 054Y, INSTALL ON A 4" r REINFORCED CONCRETE GLAIe> AND IN ACCO9_Z>A.NCS W VT V4 THEMANUFAC-MANUFACTURER'SRECOMMENDATIONS. PROTECT INSTALLAVION WITH Co GLIAZO POSTS. FIRE HYDRANT /` \m \ \;, \ ; // ! /r4 FLGE,EL. 12.75 c-,1 2-GUARD PO5`TS/,-- N loc. GSC) 0,723 Co' -I \� \ /I \\` / /, \.` / / Ir 4` KENO E 98, Ca"xll" TEE S'GATE VALVE / / % > N 108 it 54. 1 (L E 9819(az co S%WTAPPING SLEEVE \3 AND &;'TAPPING VALVE lf� 'tf C2 SAMPLE 'TAP - NOTE. F_LEVAT10N5 Sl-A(=>WN VkEREON AIZIE_ 21EL,&'T1VF_ TO 19Z9 TO Al2F-A VO'2. L SEP 4 PRINT -r Aj MOL3 C. 14 N 107,000 T e) M 'A' NAIL IN NW SIDE OF tCVP%V4E e NE CORNER OF INTERSECTION OF HARBOUR ell DGE. 6L\/ G. 4 Va - A ENT ELEV i4_93 B" NAIL FOUND IN )4 SIDF- OF 8" PIKE 96 w OF Nw coszmEsz OF CLUBHOUSE ELEV. 13.41 N 106,500 9-/0-87 DHC REXISEGENERAL NOTE Al'Z NO, DATE BY REVISION M c Df'10S '(1 9 Aj 8 1 '. 0 _'K 1\" & ASSOCIATE IN ENGINEEPS - SURVEYORS * PLANNERS WEST PALM BEACH, FLORIDA P F Imp-) 1 =40* WATER DISTRIBUTION SYSTEM arse. IIARLIOUR RIDGF C`LUBHOUSE AREA rL-, A T E a - (s -,? -1 PA No 86078 OR NO 37-40-26-186 �F_72 ,F 14905A-H NOTES: TYPICAL LOCATIONS WHICH REQUIRE r CONCRETE REACTION (THRUST) BLOCKS, FOR PRESSURE MAINS 4- SIZE AND GREATER CONCRETE SHALL HAVE 2500 P.S.I. MINUIMUM STRENGTH AT 28 DAYS AND BEAR AGAINST UNDISTURBED STABLE SOILS. AREA OF CONTACT SHALL ' BE GOVERNED BY PIPE SIZE, MAXIMUM PRESSURE IN PIPE AND BEARING CAPACITY OF SOIL. 'CONTRACTOR SHALL CONSTRUCT ALL REQUIRED THRUST BLOCKS AND INCLUDE COST IN UNIT PRICE OF PIPELINE OR FITTINGS. NOTE: FOR OTHER FITTINGS, USE THE FOLLOWING FACTORS. TEE 100% 45' BEND 71% 22 In' SEND 39% 11 114' SEND 20 % WATER MAIN .. xO w rz7Z�N " 4, ^^/v PIPEMSQ. BLOC OD. PIPE THRUST BLOCK AREA RE-D. REMARKS 4'FT. 20' 37.0 SO. FT. VALUES ARE FOR 90' BEND, BASED ON 2000 P.S.F, SAFE BEARING LOAD AND PIPE PRESSURE OF 150 P.S.I. PLUS 33% SAFETY FACTOR FOR OTHER SOILS A PRESSURES THE AREA REQUIRED IS IN DIRECT PROPORTION. 6'FT, 24' S3.0 SO. FT. 8"FT. 27' 80.0 SQ. FT. 10". FT. 30' 98.0 SQ. FT. 12'. FT. 35" 127.0 Q. T. 14" .. FT. 18' 24.0 SQ. FT. 18' 30.0 SO. FT. CONCRETE THRUST BLOCKING DETAIL 'AKE m I GATE VALVE HOT DIPPED GALV. STEEL 318'OREBAR r ..;.�'.� tFACE "A" NOTE: THRUST BEARING SURFACE AREA FOR EACH OF FACE "A" AND FACIE '13 SHALL BE EQUAL TO OR EXCEED 100% VALUE OF AREA SHOWN FOR APPLICABLE PIPE SIZE IN CONCRETE THRUST BLOCK TABLE ON THIS SHEET. FACE "A", FACE "B", AND BOTTOM SHALL BEAR ON UNDISTURBED EARTH. FOR 3" PIPE, PROVIDE THRUST BLOCK AREA REQUIRED FOR A 4" PIPE, CONCRETE ANCHOR —THRUST BLOCK DETAIL FOR GATE VALVE ( BUILDING CONNECTIONS ONLY ) EXIST. GROUND ��ty, V,ty, V, Tij ZI o Zuj Z U w 4Q O w J Z J cr a 06- 0Z H Y U. U U z z Zm ky aoo Q J Z Q Q 1n w c » > waa ~ za F-UU ul — w J x x w M CD a w w > z_ - �- Z w O Z � _ > a < W = PIPE O.D. �z x +24 cr 0 0w - 0 1212LL ° a z MAX. U J W d HAND PLACED ` NOTE - FOR PLACEMENT OF BACKFILL OVER PIPE, SEE SPECIFICATIONS SECTIONS OF PROJECT MANUAL. MIN. COVER = 30" 1 PROPOSED PIPELINE DLO ER i ADRANT TO BE SHAPED FILL WITH CONCRETE TI 4" .O SCH. 40 PIPE (AS TM A-53 &HOT DIPPED GALV. PER ASTM-A123) CROWN TO SHED WATER Iol I;1 GRADE s 1' "ra p i 1 • ° CONCRETE ANCHOR A I+ 4 N I a �) ♦ A II A 1 ,A .:I AFTER INSTALLATION, FINISH COAT PIPE WITH 3 MILS OF ENAMEL PAINT. `.) (COLOR SHALL BE RED) 12" TYPICAL GUARD POST DETAIL SELECT MATERIAL W QU IN 6" LIFTS TO RECEIVE PIPE BELL AND BARREL. — _ 6 ,1 6 STANDARD TRENCHING DETAIL r. P.:•: C0 SUMMARY OF QUANTITIES ITEM NO. ITEM QUANTITY UNIT 1 3" PVC WATER MAIN 220 L.F. 2 3" D.I. WATER MAIN IG3 L.F. 3 G" PVC WATER MAIN 1079 L.F. 4 3" GATE VALVE 3 EA. 5 G "GAT E VALVE 4 E.A. G FIRE HYDRANT W/APPURTENANCES I Eq. 7 SAMPLE TAPS 5 EA. 8 SINGLE SERVICES Z EA. 9 D.I. FITTINGS 1075 LBS. 10 8"" Ca" TAPPING SLEEVE. I EA. I I GUARD POSTS 8 EA. 12 3" BACKFLOW PREVENTER Z EA. 13 G" DOUBLE DETECTOR CHECK VALVE I EA. U UB U - -- SINGLE SERVICE " cn \) FINISH GRADE ) A. DOUBLE STRAP BRONZE SERVICE SADDLE D� �T72T -T'— 1 — JTx B. 1' THREADED BRONZE PIPE NIPPLE w PROVIDE ED HARDWOOD 2500 P. . S. . i . (MIN .) c OR TREATED WOOD MARKER CONCRETE C. 1" CURB STOP L) c PLUG STAKE AT ALL SEWER AND WATER - �\ D. 1/2" ROD w/CLIP AND T-HANDLE, LENGTH AS REQUIRED E'f ( c SERVICES (INCLUDE IN PIPE PRICE), it ) E. SCH. 40 PVC VALVE BOX WITH CAST IRON COVER z SERVICE PIPE I TOP OF STAKE TO BE PAINTED WITH 1. SEWERS CROSSING UNDER WATERMAINS SHALL BE LAID TO PROVIDE A F. 1'POLYETHYLENE PIPE I 1 ORANGE FLUORESCENT (SEWER) OR MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF G. 1"PLUG BLUE FLUORESCENT(WATER)PAINT / THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS H. CAST IRON VALVE BOX WITH CAST IRON COVER MINIMUM SEPARATION CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE CONCRETE ENCASED FOR A DISTANCE OF 30 FEET CENTERED ON THE CROSSING. ALL POLYETHYLENE TUBING CONNECTIONS SHALL BE COMPRESSION TYPE MARKER STAKE- DETAIL 1' 2. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATERMAIN AND SEWER AS A MINIMUM. • i 3. FORCEMAIN CROSSING WATERMATN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE i OF THE FORCEMAIN AND THE OUTSIDE OF THE WATERMAIN. NOTE: ALL FIRE HYDRANTS SHALL BE FREE OF CORROSION, STANDARD WATER AND SEWER SEPARATION CRITERIA p FINISHED PAVEMENT GRADE ALL WORKING PARTS SHALL BE LUBRICATED, AND THE MARKER STAKE WHEN VALVE IS BELOW PAVEMENT HYDRANT PAINTED t- FINISHED EARTH GRADE THE �L OF NOZZLES SHALL 8E 18" ABOVE FINISH GRADE AT HYDRANT. -- FINISHED GRADE CAST IRON COVER MARKED WATER I AL 2-2'n•' HOSE NOZZLES -3/4 COPPER TUBING o `��'•'��n*�'/ c -4W' PUMPER NOZZLE FACING ROADWAY 2411 WORD"WATER"ON COVER MIN. CAST IRON VALVE BOX — w FINISH /% THE EXCAVATED HOLE FOR vai CAST IRON VALVE BOX -EARTH �I— J FINISH GRADE IF VALVE NATURAL THIS INSTALLATION SHALL BE 1 L ,�,., FALLS WITHIN PAVEMENT GROUND w GRADE Tt ^�;r-n BACKFILLED TO NATURAL GROUND OR SIDEWALK 7n�i AFTER CORPORATION STOP HAS 3 C BEEN TURNED ON AND TUBING W MECHANICAL OR i—C.I. SCREW TYPE - GATE VALVE 0 LL REMAIN SLIP TYPE JOINTS C VALVE Box 3011 N FLOWING STATE UNTIL FULL. IT AFTER THE TRAFFIC C 6"GATE VALVE M.J. PLUG Z BREAK -AWAY MIN THE SAMPLING HAS BEEN FLOW — -- -- ---- - - ApC MARKER PIPE LINE GALV. STEEL TIE RODS WITH SOCKET COMPLETED. FLANGE CLAMP OR ANCHOR TYPE ENDS 0 n - - - MAIN TEE ---CORPORATION STOP- AFTER a 6'Ci. - 6'C.I. SAMPLING IS COMPLETE, SHUT ry � 'i OFF CORP. STOP, REMOVE TUB- n v a b,. -—_-- '•:�_ - ---'- �- 1.J -- MAAR'- ING AND PLUG CORP. STOP IN TYPICAL BURIED _,.,:_ WITH BRASS PLUG. / � GATE VALVE THRUST BLOCK V �\ � / (SEE DETAIL) GATE VALVE SETTING DETAIL CONCRETE THRUST BLOCKS DOUBLE STRAP SERVICE CLAMP _--_-__-_ VARIES BUILDING SERVICE CONNECTION DETAILSAMPLE TAP DETAIL NOTE: CONTRACTOR SHALL FURNISH OWNER TYPICAL FIRE HYDRANT INSTALLATION 3 SETS EACH OF VALVE KEYS, COST DATE Q TO BE INCLUDED IN UNIT PRICE. PERPENDICULAR TO MAIN SEP 14 1987 RINT MOCK, ROOS ASSOCIATES, INC. FIELD: WATER DISTRIBUTION SYSTEM DATE: DRAWN: PF � P.A. NO. 86078 ENGINEERS • SURVEYORS • PLANNERS DESIGNED: �k�d _ ;r— APPROVED: ""/1R9�,.�'("' FOR THE DR. NO. 37-40-26-186 O. '1DATE BY A OM/N.COlERNOTETOT REVISION/LfA�NE{YSEPgQ�1r14VOTL �— WEST PALM BEACH, FLORIDA J SEAL SCALE: NONE HARBOUR RIDGE CLUBHOUSE AREA SHEET__ OF—? I Fg r�'777 i!R Xw, T" 7 7 RM 6 pow �M.A, RM. A AF 1490SA-B 0 w s z z f LL a n a D NOTES: I TYPICAL LOCATIONS WHICH REQUIRE CONCRETE REACTION (THRUST) BLOCKS, FOR PRESSURE MAINS 4- SIZE AND GREATER CONCRETE SHALL HAVE 2500 P.S.I. MINUIMUM STRENGTH AT 28 DAYS AND BEAR AGAINST UNDISTURBED STABLE SOILS, AREA OF CONTACT SHALL .: BE GOVERNED BY PIPE SIZE, MAXIMUM !: PRESSURE IN PIPE AND BEARING CAPACITY OF SOIL.''! e, r CONTRACTOR SHALL CONSTRUCT ALL REQUIRED THRUST BLOCKS AND INCLUDE COST IN UNIT PRICE OF PIPELINE OR FITTINGS. NOTE: FOR OTHER FITTINGS, USE THE FOLLOWING FACTORS. TEE 100% 45' BEND 71% 22 Im'SEND 39% 11 1/4'BEND 20% PIPE THRUST BLOCK AREA RECTO. PIPE THRUST BLOCK AREA RE 'D. - REMARKS 4• 2.0 SO. FT. 20' 37.0 SO. FT. VALUES ARE FOR 90' BEND, BASED ON 2000 P.S.F, SAFE BEARING LOAD AND PIPE PRESSURE OF 150 P.S.I. PLUS 33% SAFETY FACTOR FOR OTHER SOILS L PRESSURES THE AREA REQUIRED IS IN DIRECT PROPORTION. 6" 4.0 SO. FT, 2C 53.0 SO. FT. 8' 6.6 SQ. FT. 27' 80.0 SQ. FT. 10' 10.0 SO. FT. 30• 98.D SQ. FT. 12• 14.0 SO. FT. 36' 127.0 SO. FT. 14" 18.6 SQ. fT. 16' 24.0 SO. FT. 1S• 30.0 SO. FT. CONCRETE THRUST BLOCKING DETAIL .w L,. GRADE 14 v Q '� OSINGLE SERVICE - C G ER STAKE /MARI aW..'-.,z ^�„x.•E ,z :NTH'. •,:�, FINISHEDFINISHED EARTH rAAD GRADE, w LL CAST IRON VALVE BOX w w ut w 3 w GATE VALVE - . HOT DIPPED i GALV. STEEL , 318"OREBAR FACE •A• FACE 'B" a. NOTE: THRUST BEARING SURFACE AREA FOR EACH OF FACE "A" AND FACE 'B" SHALL ' BE EQUAL TO OR EXCEED 100 % VALUE OF AREA SHOWN FOR APPLICABLE PIPE SIZE IN CONCRETE THRUST BLOCK TABLE ON THIS SHEET. FACIE 'A", FACE 'B", AND BOTTOM SHALL BEAR ON UNDISTURBED EARTH. FOR 3" PIPE, PROVIDE THRUST BLOCK AREA REQUIRED FOR A 4' PIPE. CONCRETE ANCHOR —THRUST BLOCK', DETAIL FOR GATE VALVE ( BUILDING CONNECTIONS ONLY ) �...... i tU , vb •�li Ill Z I z z Z ui w Q U a0 w J Z-J a 0 0Z F Y N U w Z Z ZDaD QOO (nW z» ~ > Z a waa F- U U CC w - w J X X z w 0 Z W = PIPE O.D. Z X + 24 0 w - 0 12 12° a z MAX. U X = NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE, SEE SPECIFICATIONS SECTIONS OF PROJECT MANUAL. c� a w w z -i w e PROPOSED PIPELINE :... fy NAND PLACED �-LOWED QUADRANT TO BE SHAPED SELECT MATERIAL IN 6" LIFTS TO RECEIVE PIPE BELL AND BARREL. STANDARD TRENCHING DETAIL FINISHED PAVEMENT GRADE WHEN VALVE IS BELOW PAVEMENT CAST IRON COVER MARKED WATER CAST IRON VALVE BOX MECHANICAL OR SLIP TYPE JOINTS GATE VALVE O FLOW --� --- I' M.J. PLUG APC MARKER PIPE LINE - - _ , a TYPICAL BURIED GATE VALVE THRUST BLOCK (SEE DETAIL) GATE VALVE SETTING DETAIL •I 5yy BUILDING SERVICF r_r)titi=r%iri ,we A R. NOTE: CONTRACTOR SHALL FURNISH OWNER 3 SETS EACH OF VALVE KEYS, COST TO BE INCLUDED IN UNIT PRICE. REVIS FINISH GRADE cc O PLUG C. M sSERVICE PIPE i PROVIDE 2"x4" HARDWOOD OR TREATED WOOD MARKER STAKE AT ALL SEWER AND WATER SERVICES (INCLUDE IN PIPE PRICE). TOP OF STAKE TO BE PAINTED WITH ORANGE FLUORESCENT (SEWER) OR BLUE FLUORESCENT(WATER)PAINT MARKER STAKE DETAIL 1 N NOTE: ALL FIRE HYDRANTS SHALL BE FREE OF CORROSION, ALL WORKING PARTS SHALL BE LUBRICATED, AND THE HYDRANT PAINTED THE OF NOZZLES SHALL BE 18`ABOVE FINISH GRADE AT HYDRANT. 2-21h" HOSE NOZZLES 02" PUMPER NOZZLE FACING ROADWAY WORD"WATER'•ON COVER FINISH EARTH `�� FINISH GRADE IF VALVE FALLS WITHIN PAVEMENT GRADE OR SIDEWALK C.I. SCREW TYPE VALVE BOX TRAFFIC - 6"GATE VALVE Z BREAK -AWAY 3 FLANGE ///jjj GALV. STEEL TIE RODS WITH SOCKET o / CLAMP OR ANCHOR TYPE ENDS n /MAIN TEE CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION PERPENDICULAR TO MAIN . FILL WITH CONCRETE EI _ 4" .O SCH. 40 PIPE (ASTM A-53 & HOT DIPPED GALV. PER ASTM-A123) CROWN TO SHED WATER' TYPICAL GUARD POST DETAIL SUMMARY OF QUANTITIES ITEM NO. ITEM QUANTITY UNIT 1 3" PVC WATER MAIN 220 L.F. 2 3" D.I. WATER MAIN Ira3 L.F. 3 G" PVC WATER MAIN 1079 L-F. 4 3" GATE VALVE 3 EA. 5 (2"GATE: VALVE 4 EA. G FIRE HYDRANT W/APPURTENANCE5 I EA. 7 SAMPLE TAPS 5 EA. 8 SINGLE SERVICES 2 EA. 9 D.I. FITTINGS 1075 LBS. 10 8"1 Co" TAPPING SLEEVE I EA. I I GUARD POSTS 8 EA. 12 3" SACKFLOW PREVENTER 2 EA. 13 G" DOUBLE DETECTOR CHECK VALVE f EA. 1. SEWERS CROSSING UNDER WATERMAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER - MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. ALTER- NATIVELY, THE SEWER MAIN MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE REQUIRED 10 FEET SEPARATION. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER A WATERMAIN, THE CRITERIA FOR MINIMUM SEPARATION BETWEEN LINES AND JOINTS IN THE ABOVE, SHALL BE REQUIRED. 2. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATERMAIN AND SEWER AS A MINIMUM. 3. FORCEMAIN CROSSING WATERMAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE FORCEMAIN AND THE OUTSIDE OF THE WATERMAIN. 2' 3/4" COPPER TUBING MIN. THE EXCAVATED HOLE FOR NATURAL 1 THIS INSTALLATION SHILL BE GROUND ��_ �►7�R�4_ BACKFILLED TO NATURAL GROUND AFTER CORPORATION STOP HAS BEEN TURNED ON AND TUBING FLOWING FULL, IT SHALL REMAIN 30!' IN THIS STATE UNTIL 'AFTER THE MIN THE SAMPLING HAS BEEN COMPLETED. ------CORPORATION STOP— AFTER SAMPLING IS COMPLETE, SHUT WATER OFF CORP. STOP, REMOVE TUB— ING AND PLUG CORP. STOP WITH BRASS PLUG. DOUBLE STRAP SERVICE CLAMP SAMPLE TAP DETAIL DATE OF SEAL FIELD: DRAWN: PF DESIGNED: a)7114 APPROVED:�R9� SCALE: NONE AUG 0 6 1987 PRINT WATER DISTRIBUTION SYSTEM FOR THE HARBOUR RIDGE CLUBHOUSE AREA DATE: . P.A. NO. 86078 DR. NO. 37-40-26-186 SHEET 7 OF 2 {4 .' �4 AF 14905A.B NOTES: ^ I TYPICAL LOCATIONS WHICH REQUIRE CONCRETE REACTION (THRUST) BLOCKS, FOR PRESSURE MAINS 4" SIZE AND GREATER CONCRETE SHALL HAVE 2500 P.S.I. MINUIMUM STRENGTH AT 28 DAYS AND BEAR AGAINST UNDISTURBED STABLE SOILS, AREA OF CONTACT SHALL BE GOVERNED BY PIPE SIZE, MAXIMUM PRESSURE IN PIPE AND BEARING CAPACITY OF SOIL.'-'? e, :a r. CONTRACTOR SHALL CONSTRUCT ALL REQUIRED THRUST BLOCKS AND INCLUDE COST IN UNIT PRICE OF PIPELINE OR FITTINGS. NOTE: FOR OTHER FITTINGS, USE THE FOLLOWING FACTORS. TEE 100 % 45' BEND 71% 221n'BEND 39% 11 114'BEND 20% WATER MAIN Q U L PIPE THRUST BLOCK AREA REOD. PIPE THRUST BLOCK AREA RE 'D. REMARKS 4' 2.0 SO. FT. 20' 37.0 SO. FT. VALUES ARE FOR 90' BEND, BASED ON 2000 P.S.F. SAFE BEARING LOAD AND PIPE PRESSURE OF 150 P.S.I. PLUS 33% SAFETY FACTOR FOR OTHER SOILS i PRESSURES THE AREA REQUIRED IS IN DIRECT PROPORTION, 8' 4.0 SO. FT. 24' 53.0 SQ. FT. 8- 6.6 SQ. FT. 27' 80.0 SQ. FT. 10' 10.0 SQ. FT: 30' 98.0 SQ. FT. 12' 14.0 SO. FT. 36 127.0 Q. T. 14- 18.6 SO. FT. 16' 24.0 SO. FT. 18' 30.0 SO. FT. CONCRETE THRUST BLOCKING DETAIL FINISHED GRADE MARKER STAKE APC MARKER =a v�.T^ru`thTI1+�f4.w7 „k °`�'Jli veikM aff © +-tik yl✓ n.Iy Ilil5 r..n A. DOUBLE STRAP BRONZE SERVICE SADDLE B. 1" THREADED BRONZE PIPE NIPPLE C. 1' CURB STOP D. 1/2" ROD w/CLIP AND T-HANDLE, LENGTH AS REQUIRED E. SCH. 40 PVC VALVE BOX WITH CAST IRON COVER F. 1" POLYETHYLENE PIPE G. 1" PLUG H. CAST IRON VALVE BOX WITH CAST IRON COVER ALL POLYETHYLENE TUBING CONNECTIONS SHALL BE COMPRESSION TYPE CAST IRON VALVE BOX / MARKER STAKE FINISHED EARTH GRAD iI 1 R APC MARKE GATE: VALVE � c� HOT DIPPED -.. F GALV. STEEL 3r8"OREBAR " i ' 1 FACE "A" FACE "B" NOTE: THRUST BEARING SURFACE AREA FOR EACH OF FACE "A" AND FACIE "B" SHALL BE EQUAL TO OR EXCEED 100 % VALUE OF AREA SHOWN FOR APPLICABLE PIPE SIZE IN CONCRETE THRUST BLOCK TABLE ON THIS SHEET. FACE: "A", FACE "B", AND BOTTOM SHALL BEAR ON UNDISTURBED EARTH. FOR 3" PIPE, (PROVIDE THRUST BLOCK AREA REQUIRED FOR A 4" PIPE. ,r'.CONCRETE ANCHOR -THRUST BLOCK. DETAIL FOR GATE VALVE ( BUILDING CONNECTIONS ONLY ) EXIST. GROUND-, 77Z-77)5f. IU .li Jl zl 0 i W , a <o W 0 W J z I- z J 0� cr oQ a = a a a U a Wzz �z ADD F-0O cr0 w z aF•�: OF. o aJ cn> zaa I-' LL a z a za waa f-00 W gU = �U Q WW z Jw d' — l0 HAND PLACED NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE, a SEE SPECIFICATIONS W = PIPE O.D. SECTIONS OF PROJECT 12'I-F 24 MANUAL. 1211 PROPOSED PIPELINE 1 f%wCD ,rNIIAT%DAAIT 'rn DC CUADCEI STANDARD TRENCHING DETAIL FINISHED PAVEMENT GRADE WHEN VALVE IS BELOW PAVEMENT CAST IRON COVER MARKED WATER AST IRON VALVE BOX MECHANICAL OR SLIP TYPE JOINTS -PIPE LINE TYPICAL BURIED GATE VALVE SETTING DETAIL NOTE: CONTRACTOR SHALL FURNISH OWNER 3 SETS EACH OF VALVE KEYS, COST TO BE INCLUDED IN UNIT PRICE. REVISION FINISH GRADE w O F U c Z SERVICE PIPI 21 ✓7$T2A�'x' PROVIDE 2"x4" HARDWOOD OR TREATED WOOD MARKER STAKE AT ALL SEWER AND WATER SERVICES (INCLUDE IN PIPE PRICE). TOP OF STAKE TO BE PAINTED WITH ORANGE FLUORESCENT (SEWER) OR BLUE FLUORESCENT (WATER) PAINT NOTE: ALL FIRE HYDRANTS SHALL BE FREE OF CORROSION, ALL WORKING PARTS SHALL BE LUBRICATED, AND THE HYDRANT PAINTED THE i OF NOIZLES SIIALL 91 18"ABOVE FINISH GRADE AT HYDRANT. 2-21h" HOSE NOZZLES 02" PUMPER NOZZLE FACING ROADWAY WORD "WAT E R" ON COVER FINISH GRADE IF VALVE ...— FALLS WITHIN PAVEMENT OR SIDEWALK —C.I. SCREW TYPE VALVE BOX 6"GATE VALVE GALV. STEEL TIE RODS WITH SOCKET CLAMP OR ANCHOR TYPE ENDS /MAIN TEE TYPICAL FIRE HYDRANT INSTALLATION PERPENDICULAR TO MAIN 12" 1�VI.00K�, RODS & ASSOCIAT'ES, INC. ENGINEERS • SURVEYORS • PLANNERS WEST PALM BEACH. FLORIDA 4 SUMMARY OF QUANTITIES ITEM NO. ITEM QUANTITY UNIT 1 3" PVC WATER MAIN 220 L.F. 2 3" D.I. WATER MAIN IG3 L.F. 3 G°PVC WATER MAIN 1079 L.F. 4 3" GATE VALVE 3 EA. 5 G"GAT E VALVE 4 EA. G FIRE HYDRANT W/APPURTENANCE5 I EA, 7 SAMPLE TAPS 5 EA. 8 SINGLE 5ERVICES Z Eq. 9 D.I. FITTINGS 1075 LBS. 10 8°x G" TAPPING SLEEVE I EA. i I GUARD POSTS 8 EA. IZ 3" 5ACKFLOW PREVENTER 2 EA. 13 G" DOUBLE DETECTOR CHECK VALVE I EA. _ . ... " .. _ _ .. .. _ r.. .. ....o � A _ _ _ _ L FIELD: -- DRAWN: PF DESIGNED: C-) q APPROVED:G%"i2q A SCALE: NONE DATE: P.A. NO. 86078 DR. NO. 37-40-26-186 SHEET_- OF 2 m A;r H >>,O T f" ~ to x�ac (An~ (A iW`Ti omn -i A O O m m z �1 O z n 0 u. 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A-2,2 Rm 9 mm C-1 C1114 no J Yl 91 zp -.4 z mx w 4 + tj 7D m m m z 0, ca oz 33 A—Nj M 0 II L L 0 MATCH LINE SEE DWG. p I cc] A � M m n x rss 0 z N 0 z m rA Tcnf ..a z r /A Ilar, ig R leg lit SCHWAB & TWITTY ARCHITFCTS, INC. NORTHBRIDGE CENTRE, SUITE 1400 SIS NORTH Fi AGLER DRIVE WEST PALM EiiACH, FLORIDA 33401 30S/832-SS99 1�` rr` 411 I ( t*X) > WZ _n ZiF_ Vi if 4i TZ IM z _< tri —i HI I I t j I I I I PC LOWER LEVEL FL OR 'LAN Z4-Qu T Na Fill N5J0 IM m"D T TU'F_�ul- mm it ;4 - it yi Vol, m w o err: 0 m i 41, t iz I 70- 7ug LA 10 al IL 41 it L j LTD it jII, i lip -- -------- it Ji t it lei "n i ki x - - A C.. p in 12' O° 241 N 8 Icll gll I I L OI !ol-doll i --- -' I a I — 4 M. wd tc - �_ lV > Ili OI j a � - 0 p ' I a $ _� 8 j!I m az 1 5 it I _ ��, _� p � I p' e� I I ro x � c �� pa i �m m •, m r � I d a z I<--- b` N w a D �_ - v n hi. ro o m 77'jjJJ I 8 m aZ a0>0 II I5 M I $ � : N w I b �a Iz, 4° % sz f -J -- ----- --- _ - ----- 66 a No , aQm 1 z m }w I- � I :41.0 zCr O IV Qz I --- _-_ r - 00 fn - I z Liz i II o -s pp I I m Jr I as coo t— - _ Oa V w � r• I i - _— _--- - -- - -- .. 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L41 0 m a C ;"1 o -- C I P rl I rn m0 P I / I tmnm O I I N c U m v I r c I I T::IJ 0 - O I I 1 r" �+ L -- --- -I S 1 11 M I 1 I LL 1 II II �II '� II ► � L > �-� G 12-d 12-0 12-U ro - QD Il; < I � I Q Z 2A 4 It rI -o -U 12-0 n M 24 -� 12'_UII 6n 3E? C.3 2 r.�� �u sl -vu I DATE JU-.O 15.4987 I)RAWN By RE v,SED -UPPER LEVEL FLOOR PLAN HarbourRid -e G-olfand Yacht Gluh ^t ra -A °A r - a r6, n I SCHWAB & TWITTY ARCHITECTS, INC. ' NORTHBRIDGE CENTRE. SUITE 1400" 51 S NORTH FLAGLER DRIVE ' WEST PALM BEACH, FLORIDA ; 33401 305/B32-SS99 I f v n w A 0\ J I W 30l I � I, I yl.c�li41'irt �,� I %Lpn ''rr!'�`': h a I I � -a INK c� _ II I II -_- -- — --- - - �� I s 76�� i II II I I b I I D I �I II I �I I o I II — ----- -- ---- — — C II / v+T' ,ateE ? W — It IF I O li ii I J� I I- I I o1 '— Jj If If I II 1 11 L I I I I I I I I I I I c I I II I I II r— — — — -- — — —r � I it 7% I ro rn � c I ' I I L � I i II II I II I II Ij � l I I I I I I I I 1i C I I I I I �N I`V✓ �S II II �i � N ii I I 41� 11'ril —FT I! I I I I I ro I! I J I i II I — �1 Q '� � SLoI� � SLo�� �' �� • I I li W N 3 If I I I. I I Q s m IL I ro I r� � z\ _ 1(,D-- � li II III if iR \ I I II II 11 1 u1 � I D ��-��p If 11i I Co O�Z� O -SNo r m i1 3 o'�z = o ` er °� :.A U+ -Al �5M zzo ; k7l s r I II l— - -- - -- --- - �'- - - - - - -- - -- - - - - UF N DATE - JULY 15, 1937 DRAWN By REVISED. HarbouffRidge Golfand Yacht Glub SCHWAB & TWITTY ARCHITECTS, INC. NORTHBRIDGE CENTRE, SUITE 1400 S1S NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 33401 30S/B32-SS99 JULY 16, 1437 Harbour l� e Golf and I'�zc�it <'lul� -5 m1IWAB & TW1TTY ARCHITECT , INC-;. III , � 2.lt? D5a C E NI t 1,!TE §� I.,�_J c -T PALM D ll —, I `.__-j r,4 1 y..<.... . _z.._ harpour-Kidge GoIf �n�' I'�c�ht (-,,'lu t N L, t R;' i¢ I'lDE-3 E C NITP F L)ITE 14'.-IE -I 1. i 1 { I Rz- 77 I; U e is-):rE: DRAWN BY: REVISED HalhourR 1647-e Golf any' Yacht Club S & H WA II 6 a. Nilt; S. r 6? cn v �y } -7 P � I :s 6{4 ®a% «' I� D U �D 9 J ;g c Vi\ .\ -j-�z m i C a I$ I ISI / I `�I u- m W N m I 3 Iy� r n C q O — m m -a 9 z VT . t I t' 10 is i I I ill fi I I 0 m m G n x m a MIN m z 1 a 0 Im m MI �.I z n o � (�' Iii I I I �W_ 9 JULY 15, 1987 REVISED: Harbo�.�rRid�e C-,)Tr-o/fand )1dcht (lub SCHWAB �"x TWITTY ARCH!?,F.0 ,T�. 'NC NORTH®I'IDGE CENTf; SLI1 TE 1400 51 S NOR I H FL x,k[3LER � ; ?s,k+ F WFFT PALM E" t^.' :tag x wo ES, 0 — - 90 I 0 a ML on 1 W q Ip I C. cl� L II L II I T�i23�4 i I �l III z �o ^Tu 4 W4- 0 I 0 a ML on 1 W q Ip I C. cl� L II L II I T�i23�4 i I �l III z �o ^Tu 4 W4- 0 •.v µ m� PtivaWN W, KarbourRid�e (-.f o 11f and -Yacht <alub jr- SCHWAB & TWI ! TY ARCHI !-u..n-uT9 i3'TV-4" NORTI IRPID["Frd CENTRE, SUITE 14l- L] 515 IM �T r � _���:` ER DRIVE € A..LM E3EA`1 !--, FLORIDA C' f �w v Harbounk-Idge Golf and Yacht b NORTF-I FLAL LEER DRIVE-, 'kVEEily a AL_M L3v_,19._.J-#, F"L®RIt1J G -, 2 4 O 1 [1! � E... _ :: V Y n 5, 1, I.- it L9 m a W, X-4 m % Khr All 4- S it fir, 7 " m 0 X, m II 71 IIIfir 411II If -vk, 1 1 LIT • -A 7- 0 0 U la rn m API _WN m "04N 0 > ch in 0 m z m 2 K m m IF LM M g>, 11 Vb1rI`r r m ON 7A Ij n M m m > m v r ZS r m w j -K 0 I ION M-] L 0 1 1 fir- (Hvr�) u ur 4S ro 0 01- . ............. m 0 m 0 G) = r p lz -40 I U) 0 -,AN- it fir,- 4 0 it 0 JI IF 4- 7_ 0 n m Y: 1A 7_1 t LON -4 '4' 4 0- cn Ti- m 10 p S m 2E51J_L_L mull .,4T = II E�1111 it II v y II cn FIH o"a", -- ----------------- _T' I j. 00 0 0 lox m i: > U) T x r m 21, u 4t 0 r o(n 0 -n 0> Im aV a Z cn 10 13 3K AN, �4 /X VOGIFT AEG 0-4 0, As. %7 0% a4 11 01) Gj Gj LO 5i, I f rg Z II NO E 3ULY 15, 1987 Han�aurR idge Golf a Yacht( SCHWAB & TWITTY ARCHITECTS, INC, NORTHBI�IDGE CENTRE, SUITE 14010 I- I -:) 1 5 NOR FH FLA13LER DRIVE WEST PALM BEA[--,!' FLORIDA 33401 30S/R1__' I C .ATr �if L,Y e5, 'l �JBF ,k"Cl HarboulRidge d'�olf any' I cht C.;'lub IJ v! r4Ii0DrE P ., P EAR WE.��T NF 47039R or NN ii v� VA hAYC= : JULY 45, 198-1 f'IRrawN 91, REVISED: 'YS~� o � NCO X { I II I it 73 D I 12 — ! ��� ol; ---- / SG t4 m i� I n I I I D 4 I, I I I I �P i IlarbourRidge Golf and Iachi Club FA L A� 9 Nis !> ==3..Y i -r- 4-1 L� AL N p 4.1 • �� 2� O 1'oP 0� �°CpNG, GI,i � q u i n Z N � F OO7ziXbcc xN� KX •_� „ C T i SCHWAB & TWITTY ARCHITECTS, INC. OR-'14BRIDGE CENT RE, SUITE 1400 i,... PALM EeI"g�'^yACe�H My m Im < m MIN X07) m Im Z ss > 0 Z I 0 -Z a M mm50 , Ion zi ION mmi�Lll 0 m rn 0 M z 0 0 m 'A' % I - -1 yz 'm m® fro E5 z 0-4 , m 0M A — DATE JULIV 15, 1987 Z 7 Harbo,.rrRidgu'-, Cfolf andYacht Club 77HWAB & TWITTY A;-,jg-,. ECTS, INC. ',RTHBRIDGE CU,:—,,JTE 1400 so -D NORTH FLAE-',!. WEST PALM BEA.—.: .)A 33401 3US/832-SS99 m A m 0 v 0 z t0 \ 00 OD rn f wv - I a o f D n 7 A Y J A s n c z Y n s w • 4 m m r m r n m v m r ^Z r a Z. P n DATE:JULV 15, 1937 '^ DRAWN BY. REVISED: �0z 0 o' P O m n Hx D 01 N mm 0 T - F- Z A m�m�mzm�pp00 n 'A,77-A ,3 s .ro. 'A_�a T>r o � gz ZO m no 0 N J s a� F i -{ m ` I i-m 01 0 0 m m m mx0 Dm O O O O O O O O - N /X - C > z -.. O 0 O r -- r g \ m q ME O i O u Jim z O a !a Iu Q fl _ _o w r D m OR r--'�'-------- --- ---- L_J (p m O O O O T j� i m O O O n O o _ 1 a0 p i On O . m -f E O y.. O Oii-O- jlo III 111 � • 1 1 � f • __w1� Lemi m., i . i I on y O O r O O� Z O g Q i O D O O U 'E 0e m w O O % "' r P O m O v CO O O z O m - v m1 b O ;� m 00 z O a 0 I I m - { A mp p 9 A Coow 9 N m N i f1 m P m M ,Dy- Oz r Om < O 0 NAY Z _ N tII�II��IIt C #� ° OR I �� J m O 1 G O O O D m O of I x s --� 8 _ - - ww o D n m s �z m s z 0o — Qy0 m m m — _-< N 1f O r 1� 7 Ic Harbo mr R Mtge Golf and Yacht G' ly b z m O r O m n x D z O m O 0 m n x D z G) SCHWAB & TWITTY ARCHITECTS, INC. NORTIIBRIDGE CENTRE, SUITE 1400 S1S NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 33401 30S1B32-5599 a s s s ' 9F 47639B a I2'-oj1 1 12L d I/2�I�II �� OII I o: o yi811 ry I- 51/211 101� 0 %211 I21- 4%II ZjO % - % p s 21 ;2: lx ��D4 � P c� • CDATF: JULY 15, 1487 DAWN. Ri : I-JdrbomrRulge Coif and Yr�chi Club SCHWAB & TWITTY ARCHITECTS, INC. 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JtJLV 18 1987 r c"41141 HarbomrR' _ fand SCHWAB & TWITTY ARCHITECTS. INC. NORTHBRIDGE CENTRE. SUITE 1400 515 NORTH FLAGLER DRIVE WES-PALM BEACH, FLORIDA 305/B32 5599 85231 WAITING AREA RETAIL & OFFICES WOMENS LOCKER ROOM MIENS LOCKER ROOM UTILITIES AREA & EMPLOYEES LOCKER ROOMS a. LOWER LEVEL FLOOR ®S ®®�(5®A)®o® ®3as ® ' c> T oo®® � o ®o (W(®000 )soo0 n o fP u' cV (� (1a to W N N N N ,, Ul_ (N 1- W I N U? 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NORTHBRIDGE CENTRE, SUITE 1400 S1 S NORTH P-LALGI--ER DRIVE WEST PALM r1F^., I� FLORIDA 33401 3Ia 1 ., ;599 SF 47039E i Z 0-4 cn 0° o� ; o N_ I o� I Ja _ I m 1RR'� h V r t I I r A �� Fl o� a s oTp o II N i LE- o0 I I a aIa ll D m { a N 31 o\ a o I � � I � a i 2. cod o,oa [,Z" Sl-z )(,411 1 %2'' a a JD 9 TM# 'MATE: DRAWN BV REVISED: ,!" M Ell =(--j-01fandT SCHWAB & I T"T-Y ARCH TEC`F"S, INC N❑RTHBRIDGE CENTRE, SUITE 1400 S1 S NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 334Q1 30S/B32-SS99 AF 470395 '05 o 1p a o O a a qai ra a N Cn 0 m mn 0 z m m Imp NIP go z M :30 A Ai 0 I 0 ,T— a o a a �a M �� a �o J, m, -W ot yj \a, a o Mo. P LN Ik pa I I I 71 Ll I p[/ r,7 87 7ATf '�pr jo, 7v V" i6l, 144AVVN BY: REVISED: Har6ourKi�gf. golftnd Yacht b SCHWAB & TWITTY ARCHITECTS, INC. NOR-fHBRIDGE CENTRE, SUITE 1400 SIS NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 33401 30S/B32-SS99 85231 s s s a r � In ►�, L s 1 11p� w i s co �a \ � ' tj lj �Q..," N �o k� I 1. - _ _ r to I eP 0 DATE: 66Y 10. 57 S0 DRAWN BY, SCHWAB & TWITTY ARCHITECTS. INC. 00 REVISED' �j/j 0 0 HarbourRidge Clol IG h /(illNORI"HBRIDGE CENTRE, SUfTE 1400 a d Yac t S15� NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 334C)1 30S/1332-SS99 JN I -- — a_ I c LEL s c s u z B J 9F 470391 � L�r a , -A,A , f t n tT` - r ��I�I_I_I�,lj����T�om, lJ_ iina 11. IL .tu1it?. a_ll.tl ]j'y �J Lt � 1 iif_'i l liulal.tl " It1� �-rs 11 13 v I 00 r ® > Nz i_ -----� 30)> I in ZZ I � I � 0 0 li) W � I I pp I I i IF81�_ ---,i --r p ®u4. m 0 r O Cl b m < Cl D OEM 0 v 0 O---------- � 000 000 a E D 1 _ 2 N n III m IL s s � n � W 0 DATE: G iP ID�Ql7 w D jV 0 DRAWN BY. p REVISED: I-E 0 00 HarbomrRidgeGolfand Yacht Club LT _ O SCHWAB & TWITTY ARCHITECTS, INC. NORTHBRIDGE CENTRE, SUITE 1400 S1 S NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 334111 30S/832-S599 Ii I ti i k Y to w^ (lS +t � O O G i G' x, Z ill i 7- h d o Ci � M O I% v+ z b' rn 'n IIIIIIIIIIIIIIIIIIIE_U I� a w V2" H 1411+ 2� / 2� bi 1, 1 1 II cT-- Q) vim L n 5 I' s j I I'II � q I i \\ L quo+- t _ar 11 O• c O rT --------------- 0 O O J Oct r N 000000 F 01 � i� a RIF i 11 In GATE : DRAWN BY el REVISED -'h'l C mb SCHWAB & TWITTY ARCHITECT NORTHBRIDGE CENTRE, SUI k W `,_ S1S NORTH FLAGLER DRIVE WEST PALM BEACH, FLORIDA 33401 30S/B32-SS99 r ! I C �i 0 Y iI d -� Np rvCJ _ ... ,1 III A + b T � t I m p _ I ti IN v a %M N r E a 9 Vt � z m of I '7 O O O 03 o cn J 00 0 Q VA (C1 = —L Q / ' i� j — n -6T - LLIQ �y� L l S z O ?T 0 Z - - L-----� Q o I, I Z ID v/--achtclub ,� 3� T v '® f q ' 9L `,1y'"' .w ,x ,,.� :. NORTHI: E CENTRE, E 400 �._, ._ SUIT 1 4 S1S ►�. 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