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HomeMy WebLinkAboutPLANS12.0' L 11- 14 A ,fe �.`� III i e • it li e � - ��� 11• III le I - --- 1o.0' i :70S . 3 A. ' 4 - I w IH rL4 I'.;-,r, a,IGFi- 12rlci- lq'?' 0.1rv2'` K �Z,'7�rA�1�) I�l.l4"I X 1 5co.r.�� = Ca��•I�k' M4.T� 10'KIo,'x 5•2r5l= Co��.h�. Inc :�.F to'L.�(G,kKCo•h'<.,,)=GCO�'�.�} IN Ar D710N TO THE REQUIREMENTS OF THIS PEWIANT, THERE htlAf BE A'Od19'itlONAL RES'tR1C:�1iO�tG At 1i'AELE TO THIS PROPERTY THA-, NIA.',- By FOUND IN THE PUBLIC RECORDS OF THI;> C'DUNTY. TICE NOT TO BE OCCUPIED BEFORE FINM_ APPROVAL B BUILDING K I' P : ATTACHED CONDiTID ` ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY9 PLANS AND PERMIT �5 MUST BE KEPT ON JOB OR I�Ab�, c�k CTION WILL (--F PAADE Gol-cG. ��xsl•'c� DI..x I��' x S•25'L� DO NOT SCALE THIS DRAWING. 2 - SOIL MUS' PROVIDE SAFE BEARING CAPACITY OF NOT LESS THAN 2000 POUNDS PER SQUARE FOOT (PSF) AND PRO'ADE LATERAL RESISTANCE OF AT LEAST 150 PSF PER FOOT OF DEPTH. 3- EXCAVATIDN SHALL BE L -11 AND PLUMB AND SHALL HAVE VERTICAL SIDES AND A FLAT BASE. EXCA�AP.ON SHALL BE FREE OF LOOSE SOLS, DEBR'S AND FORMING MATERIALS. 4 — CONCRETE AND REINFORCING STV SHALL BE PLACED IN CONFORMANCE WITH _ ACI 318-83. 5- CONCRETE SHALL BE READY M:XED DESIGNED TO DEVELOP A MXMUM COMPRESSVE STRENGTH OF 4000 POUNDS PER SOL;ARE INCH (PS;) IN 28 DAYS REINFORCING STEEL. SHALL CONFORM TO ASTM A615, GRADE 60. 7 - DO NOT WELD REINFORCING STEEL g, 0 '). 0 a 0-0 SCANNED BY St. Lucie COUI1h, © 1991 JOHN M. AHERN, ARCHITECT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, USED, OR DISCLOSED WITHOUT THE WRITTEN CON- SENT OF THE ARCHITECT. KSV a?T� 3.22�•91 I Iq'Co F . �h(1511 t�eorrrl I I le _ a. m= �o au Z �W oCl a3 C R A C K E R ELECTRICAL SITE PLAN 3 0 u HVE-tZCmFZCUQ O, OFWr-JAX• ( `— FAO MOUH rSV TIZA IrPFoRME2. 42�E(Z.V!cE BY UTItrITY LoM7T�A"ro9MEK_3t( J'TIL.IT:( iar11 �t� SIi ?Aa 5Y cv�TRAc ram. ---- crr+u ' Il II IL II �U� II u II �11 B A R R E L m nar+T n+cLa. FE++GG "T 01 ' — .ueA (xtINR , e *y AXZeW) ' I L—LOW WLTA4t 7AAksx0FntF5 - D"Arct 00 pp11"wTI rzv . _ - OCCOrK jGN./x. `YF Do ri `4�i+ Oda FWL Ll6t) ' TO P.7'� L�4r<T4-TO (4IU I� 7,HP-L1 �vJITcI� IN oFPtc-E LOW VOLT. XFMR DETAIL GENERAL NOTES 1. VISIT JOB SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID. 2. THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL ORDINANCES. WHERE PLANS CALL FOR A HIGEER STANDARD THAN APPLICABLE CODES, THE PLANS SHALL GOVERN. 3. CONDUIT RUNS ARE SHOWN DIAGRAMATICALLY. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD TO SUIT FIELD CONDITIONS. 4. ALL PERMITS SHALL BE OBTAINED AND PAID FOR BY CONTRACTOR. 5. CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL MATERIALS AND EQUIPMENT FOR THIS WORK UNLESS OTHERWISE NOTED. 6. FURNISH DISCONNECT SWITCHES AT REMOTE MOTORS. 7. ALL SPACES AS INDICATED ON PANELS OR SWITCHBOARDS SHALL BE COMPLETE WITH HARDWARE -AND BUSSING FOR FUTURE BREAKER OR SWITCH. 8. CHECK ADDITIONAL PLANS FOR DOOR SWINGS BEFORE INSTALLING SWITCH OUTLETS. 9. GROUNDING AND BONDING SHALL BE PER CODE PLUS ANY ADDITIONAL PROVISIONS SPECIFIED OR SHOWN ON THE DRAWINGS. 10, COORDINATE WITH SERVING ELECTRICAL UTILITY COMPANY AND MAKE PROVISIONS FOR ELECTRICAL SERVICE ACCORDINGLY. INCLUDE ALL SERVICE COSTS AND UTILITY COMPANY CHARGES IN BID. 11. COORDINATE WITH SERVICE TELEPHONE UTILITY COMPANY AND MAKE PROVISIONS FOR TELEPHONE SERVICE ACCORDINGLY. INCLUDE ALL SERVICE COSTS AND ANY UTILITY COMPANY CHARGES .IN BID. 12. COORDINATE WITH THE SERVING CABLE TELEVISION COMPANY AND MAKE PROVISIONS FOR CABLE TELEVISION ACCORDINGLY. INCLUDE ALI, SERVICE COSTS AND UTILITY CHARGES IN BID. I'*co4-1/41Ic. G I1zc U1T -"rHIZtJ SvJlr��e� N� IN oFF1oa , z:�&E -I/EZ.1 FUz- 6L-J[7cI45Aa JiL PE�-ro�lt_ /S-3.1 fL hwlT'cHSi%Ne- �ocA.Tio . I.oe-ATlotJ W/ OWWSIL. 40 0) - . N& f3-y REVISIONS A,z se7 / "i i w ,o - '%�7PA4 4:�Ij �xATIoNS e ago rt Q � ¢wz O a F. QdO C, �G1F- 1� THE CR.AYCROFT ARCHITECTS INC. 4131 NORTH CENTRAL SUITE DALLAS, TEXAS 75204 214/522-6060 PAGE„ !cco DRAWIN BY; h•P CHECH;ED: ISSUE DATE: I2%3/q� ELEC®TRI-C.AL SITE PLAN E 0.2 f 20 20r I -- 10 a! _ + Scale T=20'-0" oo ,• r CtIJCC . '_occ- xLC)0 7'�C�CY :�OCXX`C �rL zo Ir W V Manhole,_ I o I itered Ind section (typ)`----�� c P)� 33 tC 5� zi INrtUry awo. IF HI13 P.mI.If21oI�E �r=,b. pipe guard (typ) a fire hydrant(typ) 2' irrigation main 3" water main, v: 1 4" fire main LOX Ems-- catch basin (typ) ,W F site Lighting (typ) IF E sewer cieanout (typ.) U S c U O Sob transformer X . UGE UGE (b FPUA) \ /�-i1r31s s e i � �tb(.t�1iNE Sob 1' gas line by FPUA - — MOP CRACKER BARREL i.21 `*� r LA��Fta mv� North i REVISIONS 0 14Jan91 CD 16 Apr 91 W L N NQ ¢ww MHz Q¢z �QH Imo- T m 0 Q 0 ..o 0 LL w rW V W L.i. 0 Lt_ PAGE: DRAWN BY: DAS CHECKED: WDW ISSUE DATE: b2DEC90 U R B A N R E S O U R C E G R 0 U P A DIVISION OF K I M (E Y H O R N & A S S O CI A T E S, I N C 1940 TENTH AVENUE -SUITE B:VERO BEACH, FLORIDA 32960 voice 407-778-3300 FAX 407-778-1 121 ?J TYPICAL DETAILS PLANT MATERIAL SCHEDULE K Y -+ 00 LL W0 .. = , V N ©z = 0 a- V Z � W o� a3 En•+�t,ic.H I Ny H61elHT = HVIF;HT = 40% 'fRF.E �N FC3�FLIG-- IZ" vin, � RAvGL C/-iak 1H2U HbX II��ICbT�g Nt�T� 1 �_ aGH I IJ� --Wa,4P = roG y T99 F#T, I, 4-11 I, ►a rE2 �*-Uclr�4 -- 1011 WIDTH V6R I" :dL. KFrH %X WIM =_ -TW Y3 DP OOL-- TH I til 5U7. M 1 N. 04.1,JG H ES d1 RUST Pit LLI N(1 I F FI rU, AYj 3 lauy4 ,I/ F11WTEZTIvE HOhE fu r�5 FULL 44y-`l Wi7� u.V�¢'� f 2X4� 310 51dKE5 aL OWH C,NGHrpt) 2/3NeTlv��l�� Y30Rf�N I�, P'f I X L.�t>>l� ErJti1. AIL h�o�up�c��T�: 'SHIN 5D%MIN. �kb+JCNE7 L-T va'T WLIt3C1 P Pl o LxU(j --� r =T-ea� �Fu V<.) ST D a,' LONc-j oT TiZLI N K •-- V&-)T eaLL &ryR) : 0% I,Io 405)vE �L_i�,�� � � 1G"I 1 IJr.I►�Gp �II TV11; 'Wry 44 AX-rM s4uG0V_ TIE l E^J:7� OF rALMS WITH N�ynv/' SEGtJf�E t25ATTAvJ<.3 W&Ao/W _ J \ I, \`1' HI-If�KF�oN Si�E-L tbRl-1b`T To MOW IN t'LhLE [7LJKII-1y YlJil-1TI1-� 1�L2.IEGy i;Io JOT I4 NL I!�-kTTEIJSTO PAL ri . MIGTHT of p.--b•TTF_)JS ul — 6II�t I r3E l oca��� Iu K6- rATIOIJ To THE HrzvrH1 OF THE P.-4-h1 FOK �I_Mr. DIA. FoLtND WOOD NRAME I F iU_7E f5uIL77 4"-(," 1--&JOEK ---- AKCIOWL? t'a, �Tµk3 HOLE LA" 'aT.1Kr PAb -Oki G-LC4T�6 FIl-L ,&,<0LJ4-4b 115A11. I_V lLC.AL I !�RAJb -1�FILL W/ 2/SNaTIr0:_1WI �i � r3 �rzaeN I� M I�. �.'bl N F=_i N Di c►?t ey t�z K 'it�T J PI.dNT C�NTE41 'x, k � a ''Y-= SPd:-INI� b5 5j-bWN ON PLx.N �Ra,jN� ro✓t� �'pG1 N�j PLlily crvP) Fig II �- 3'' I�elraz ba.I�xl 3" LAYER OF MULCH 4" SAUCER BERM FINISH GRADE - MBALL VARIES i5v°II TAM" SOIL MIX UNDER TO MINIMIZE SETTLEMENT. �11 0 MIN Tyre. Mlx: So7oGontsTrlo PI&I1 VE I.IMv FEE 1bP :�9I L. vA LY 4 dOG FW 1 W U-F_ M I N FUaL/;, FIEF PL&WT 4.quIMHa1,17 4 :�i,-IL7r:&T 8• - I2" r,?En-rH , 20 #/ I CCK;) �,C FT HI:IH HIJMIC, &CIb rzEeT,Ff-ztlLtiICoeER) ��17IG TYPICAL TREE DETAIL WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER. SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY. RUBBER HOSE FLUORESCENT FLAGGING WIRC TIE -DOWN 1"+2',I8" WOODSTAKES WIT11 CENTERED 318"0 HOLE REMOVE -- TOP V3 OF BUnLAP FROM RBR INEES. PLANIING MIX ITTP �3 ATNE S"l iA oAewe W TYPICAL TREE PLAN r I"I12'XI8' WOODSTAKES pp EE PARED NG MIX —LIMIT OF PLANT BALL --MINIMUM LIMIT OF MlA3Ti. SAUCER BERM -rvP. SLaP� T��o-rM�►,rr 117 \\\ liyol�ftt7 h1 I w/ 3" rl u NOTES 1. MIN. 1/2"-WIDTH NYLON STRAPPING MAY BE SUBSTITUTED FOR WIRE 1I60nWAND RUBBER HOSE. 2, REMOVE ALL TREATED OR PLASTIC COATED BURLAP, WIRE OR NYLON TWINE FROM BALL. 3, INSTALL TOP OF PLANT BALL 3"-4" ABOVE FINISH GRADE, 4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. S.LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF TREE, 6. PLACE 2 WOODSTAKES PARALLEL TO STREET. 1 �YM13U� QT?; �L�NIC I`.J�.M� �Of`�CMU�I N�.I"(� 12EMa.iZl�s 11 CfkllK7�MoN RI61eUs �I'tLt—u�-I CUItr) e-lo'f� (e IL�--X ATTIF_Hvl in �T FW'A HeLLr X� O27' M`tRICA � �U�GU� VII�INI�NP� I.IV� ask I�'�ioll tll�, CO • 22 �L p�FIM��'to Cl pP�M / -221 c+4,1"Eb �i4vWW µ� � W III PAUI 1XoRA Box I81 O,G, Zoo U K�I r PE G�(�.CAKiI I�EN G�Nrt LaKzl� �I I �U�L I ICI o.G Lf T" GAVARINInd4¢ LAHT*�ALAIT �W�IbW_ 32 71G1-1�CMUM YINab GG1�1'�NN�I IIII Stab, (oIO,G, 22 LJ rd �i>�(aM t2� ult�I. V y lra( U 61 31 ,emu x '� -;�'Wvt I D, OF pJAI�IA ojavdJ,'F 1:2A"WAWA N01"Alam /�i71�I IYs1�6 1"11JE1 'Oy 1 I NOTES Plant list quantities are provided for convenience. In the event of quantity discrepancies, the drawing shall take precedence. All plantings shall include 311 shredded cypress mulch as top dressing. All landscaping shall be installed according to sound nursery practices and shall be Florida No. 1 or better as given in "Grades and Standards for Nursery Plants, Parts I and II", State of Florida, Department of Agriculture. No substitutions shall be made without written authorization from the owner. U R 6 A N R I S 0 U R C E G R 0 U P A DIVISION OF KIMLEY H 0 R N & A S S O C I A T E S, I N C 1940 TENTH AVENUE - SUITE B VERO BEACH, EIORIDA 32960 VOICE 407-778.3300 PAX 407-778--1 l 2l �• 1 REVISIONS zt 16Apr91 cc W V a�E EEO ,z O ,� E- o¢z PIS WIN /ham Llir 0 LL DRAWN BY: CHECKED: ISSUE DATE - 12DEC90 Landscape Noes/ Detain VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT FOR OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE RECEIVED REQUIRED FEES BP VALUE / 0 04 PLANS EXAMINING FEE $ " k 1 ROAD IMPACT FEE $ ROAD IMPA PR#- qE- 0� SCANNED By St. Luce County NOT REQUIRED L RADON FEE:_ ed A CT DISTRICT ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: Nn. SCHOOL IMPACT FEE $ DATE PAID• SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION. YES: NO: ALTERNATIVE DEV. FEE $__ Al* DATE PAID: ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF j DRIVEWAY NOT REQUIRED CHK# CHK# ZONING /� CHECKS p �� �� BBL I� 11'1 LOT COVERAGE EASEMENT _ 1�/ UT LOT SPLITS .Jun zc h k eej c 9 backer aa'aL�,oQ P� a� �'rn cheek 3�91 ac t o,00 mod, oLd CoK Q.�,�j i io �020� c.L /� �o c,fleCLLe c Do � � both rh�