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HomeMy WebLinkAboutHarbor Ridge LTD - 43653It 17 I, 5 4'MIN, TILE --1 I, It *3.12" O/C.E.W. L UMT CONDUIT DUN 24' F-71 TYPICAL SECTION THIN P= n am 4- -T&5 BUT 4 t7- ........... 5TeF5 W/HP- L 10" M1W. Tg-EAP LITE -\J -J'S. --ir-Q0U5LG DULLM06e 440 Co NIAL 51-EQP/ SUK %*, POT NMI RWOK MATE An WELL POINT 11"Lus 111110110 MR OR" A11410 III" T" no MESH ATTACH AIR. MM UN WHEN Suit& U DAMM POOL 4" S&A* MATETMATESHALL DESECURED IN 2 #3 PLACE 30 THAT TOOLS ARE REQUIRED FOR REMOVAL. 4 , T& WFtLAoOLLoOS WIUTI W"" RASTER I". IN POOL $ OVER 6101 HYDROSTATIC RELIEF THREAM MAIO 0A0 #3 COVE VALVE WHEN REQ'D. Ma *1r, C/C AS SWM TK, R STULTEX FORM I%" WILLMNI PERFORATED P.Y.C. AL WiSKMIN III WILL POINT =low — .RE 5 1 DEW6E_ SCALE: W"M I'Q` A I TO ELECTRICAL PANEL MANUAL MOT. STARTER SW. Olt AT TE ilm. PUW MOTOR 0. L. 5 F S T TOCEL SWITCH sirpOISCON a ?; _ _ WT AM BOX SiN. IN PRECAST sm. TRANSFORM11 3 012 IN 3A" P.Y.C. SCM 40141 IMPACT MR IN POOL AREA. GROUND ALL BOXES, LHHT LIGHT, MOTOR, ETC, W/#$ WIRE. (SOL IQ) LIGHT FIXTURE DOES NOT KQ. ('1114(7 40 411 L SP if] A ONS SIZE (5, 1 30, DEPTH 10 5_ VOLUME 4 _ QAk. PIEVIMET11111-3Q�___LF SIZE VOLUME lit" 4SP E I &AT I O"N S*�� AREA — 460 S.F. PILING REO'D. [7 j Y*S 71 Na PILING POOL *411( MARBLE MASTER OOL FINISH It PIPING "C K"-40 ir 60 INLETS DECKS ff)'I' OTHER- - ALL IiFCT*ICAk want CIRIF 41111111111111110, STQCKPtU 40 EXCAVATION DISPOSAL POOL LIGHT 1111011 1 T HO'D LADDER t 12 HANDRAIII DIVING BOARD FT. -PAK Pump P fftTF* MANUAL: CUAIN, 1.0 GI(OU40 on flu tftow HEATER MYDRO-THERAPY AUTOMATIC CLORINATOR opr. GENERAL NOTES 1, All concrete shall conform to AG 318- 7 7 Concrete shall have a mtn compressive strength of 3,000 PSI for pneurnaticly placed concrete (gunge) and 2 $00 PSI for pouted concrete 2 The site shah have undt3turbed sand of sand and trick with a min, bearing value of 2,500 PSF If conditions other than this exist, this engineer sheff be notified bet o proceeding with work. 73 Ir— 3 All reinforcing steel shag be Intermediate grade deformed bets of new billet stall i — conforming to A S T M, A- 15 Steel shag be bent. lapped, and pled in accordance rn J with A C i. standards and specifications 4 All pool piping shall beat the N S F seal of approval 5 pirate in main drain shall have a tree was at 4 Tim" this area of This suction line LL J 6 Water supply and disposal shall he so arranged that there is no cross cone wit with a domestic water supply of water daposat system JURISDICTION 15T, LU61E ENGINEER'S SEAL POOL E a U'll Ip AIR mum An &M LEGAL UK - LOT 4- TF-AC-T VA-6) 1F5A(e>F-9KY ViLLA6E, Ne, FILTER FLAT *7,5T. LUICle -401A4TY1 FLA. --i I TITLE ,t* 4* F11 FLA. T� E TD R4 LC TD - jeonn M HARE�OUF wo; ell Trom5u-L�,H c--w-4LC 0\*'4%, 1�k ?AL-M CITY,:FL461�1 PA ©ART CORP LO: 109%pum MUM 1111111. AUTOMATIC SKIM�VER-�7 ALL ELECTRICAL To COMPLy W1 680 1 P MAIN MAIN NAM A, NATIONAL ELECTRICAL CODE, 'T-4;>V4�LINT ELECTRICALMMM "To - CATCHER TI-1 tlptEr ALL 1,1111 REVISIONS L �A ED — JOB NO P— SITE PLC '.'L; FOR HARBOUR RIDGE, L,`I'p. �'' 11S�Gn1� DESCRIPTION: L- , TRACT VA-0, BAYBERRY VILLAGE, HARBOUR IIt it PLAT NO. 7,...ACC.QRDING `1'O TIIE PLAT THEREOF RECORDED IN PLAT BOOK , PAGES ST. LUCIE COUNTY,-.1;LORIDA. +�"• OLly ik • f lJ� iLl.r .�al�; 1 • i0. Ji r UNIT 5 Ind: r I a!jj �i 30 ' I 30, 00, ° PROPOSED I -LO a it 45 �,• UNIT 4 1 opt BUILDING o �s4 15 'o• w J A co \ EI �ADI A !/ itQz 1 4 �k0 �P����ed i' UNIT 3 ,. IL I J +� • kJ', .. ELEVATIONS SHOWN THUSLY II. P101)l 1, SANREMO PINISIEED P1,001t 12.6_ REFER TO N.G.V.D. 1929. I10'1E: ADDRESS: typ 1)UTTONBUSII CIRCLE, PALM CITY, FLQRIDA 33490 � T1IL•' DEVEWPMENT ORDER FOR TIIIS HARBOUR RIDGE PLANNED DEVELOPMENT I� I'RO,11.C'T' AS I`1' APPLIES TO 7'ItAcr VA-H, PLAT NO. 7 HARBOUR RIDGE REQUIRES AIi MINIMUM DISTANCE Or 30 PE::ET BETWE'PN BUILDINGS. THERE IS NO SIDE YARD SETBACK REQ01REMEI•I:1'. �nf SKETCH NOT A SURVEY �Ia: IV: MOCK, BOOS & ASSOCI PES, INC. SCALE. 1" 6 40, IELD: "' I IIIIj ENGINEERS - SURVEYORS - PLANNERS Prepared for DAW. MOWN. II.I�.IS. 1IIIlt��lllll WEST PALM BEACH. FLORIDA HARBOUR RIDGE, LTD. v.11. MD; WRDV111 ;; V . 11 . _ �.. !lilll(1.1111111. ` DR. NO. A- hl7 ST. LUCIE COUNTY PERM T APPL CATION 7w, Ir 5CAN PERMIT NO. 4r3 ( CODE ) SEWAG PERMIT NO. 1� APPLICATION FOR PERMIT TO CONSTRUCT s io, " 0,14 at JOB LOCATION/ADDRESS: LEGAL DESCRIPTION DRIVEWAY PERMIT ROAD IMPACT: DISTRICT ZONE FEE REQUIRED S/DA" %/ MAP # FLOOD ZOI�S_ INbV LOT — BLOCK UNIT SEC TWP ate — !?!? PROPERTY TAX ID ;it� ! 2 6 � � d !�®4� ZONE GMPP LOT SIZE/DIMENSIONS .1;K f%ot )c EST COST - -? �� • SET BACKS: FRONT *,YIA REAR S SIDE SIDE SQ FT BUILDING: LIVING AREA ARCHITECT: CONTRACTOR: OWNER OF PROPERTY: ACCESSORY NAME PHONE ADDRESS CITY ST ZIP STATE REi9J�'"01?'40'� G//CERT # — COUNTY CERT # cNAME ADDRESS � ���t• 1" �`�'�itrliyX y CITY 41614 A n K- 3 STATE 7 ZIP yf o PHONE 6r* 'jeNAME ��/y� ire. Asx , /'G A ADDRESS A) ' a"a• CITY �4 /J& CO 14 STATE OF FLORIDA, COUNTY OF ST. LUCIE w Abra 4 PHONE y -Hear STATE �6 ZIP "7*) Y'O Before me, the undersigned authority, personally appeared JDcj e who upon being duly sworn, deposes and says that the information contained in the fore.o' g I ica n is true and correct. pplica ,. Sworn to and subscribed before me this G� day of19= SCHOOL IMPACT FEES Required ❑ Yes ❑ No Notary Pu ic, State of Florida � Large Amt. Pd My Commission expires: '� ��' a Date Pd . Posted