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HomeMy WebLinkAbout707 - K & M ConcreteZ ©0 ~ L~ ©2 ©© ~-cb L~ Cb L~ WCINITY MAP SECTION 32, TOWNSHIP 35 SOUTH, RANGE 40 EAST PER,4.11TS REQUIRED ST. LUCIE COUNTY FDEP ENVIRONMENTAL RESOURCE PERMIT FDEP AIR QUALITY ST. LUCIE COUNTY HEALTH WATER CONTROL DISTRICT PROJEC ? TEAM CIVIL ENGINEERS/PLANNERS' EIgGIIVEERING/LA ND PLA JVNIiliG DE ]?EL OPAqEIVT SPECIALIST P.O. Box 701823. St. Cloud. FL 34770-I328 (407) 957-3308 SURVEYORS: GEOMARI($ £AND SUR VEYOI~, INC. 2902 SMU Boulevard. Orlando FL. 32817-2513 PH (407) 673-0808. FAX (407) 673-0710 LEGAL DES CRIP T/ON PARCEL 1: THE NORTH 600.00 FEET OF THE SOUTH 653.50 FEET OF THE EAST 655.00 FEET OF TIlE WEST 705.00 FEET OF THE SOUTHWEST ]/4 OF THE NORTItWEST 1/4 OF SECTION 32, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPTING THEREFROM: THE NORTH 400.00 FEET OF THE SOUTH 653.50 FEET OF '12-IE EAST 365.00 FEET OF TIlE WEST 415.00 FEET OF rDtE SOUTHWEST 1/4 OF THE NOR~It-IWEST 1/4 OF SECTION 32, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 2: THE NORTH 200 FEET OF THE SOUTH 453.50 FEET OF THE EAST 365 FEET OF THE WEST 415 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 35 SOUTtl, 1LARGE 40 EAST, ST. LUCZE COUNTY, FLORIDA. SIT CONSTRUCTION PLANS DRA WING INDEX FOR 1 COVER SHEET · ,. ~2 EXISTING SITE SURVEY 3 GENERAL NOTES - , 4 DEMOLITION PLAN __ , 5 GEOMETRICS AND STRIPING ~LAN 6 PAVING, GRADING, DRAINAGE AND UNDERGROUND UTILITY PLAN , 7 SITE DETAILS --- r $ CROSS-SECTIONS 9 EROSION CONTROL , , 10 CONCRETE BATCH MIXER 11 CLARIFIER DETAILS S-1 FOUNDATION PLAN - , , LI--1 LIGHTING PLAN , , , E--! ELECTRICAL PLAN , LA-1 LANDSCAPING &: IRRIGATION PLAN , .... , , , U 7ILI TY COMPANIES FT PIERCE UTILITIES ~OR-~izI-S~. LUCIE RIVER I 206 SOUTH 6TH STREET ' F'I- pIS~RUcT~~,ToHR~DTAR%,--,.WATER CONTROL DISTRICT I r~(L~OTRIO TELEPHONE / AND U HT e LL SOUZH I ["!"' PIER. CE, .FLORIDA 54950 I FLOR,,IDA NO.J DATE :~ DESCRIPTION B~ ~ i ' 1 ; 1/7/02 DRC COMMENTS AWB I , , , , , i · -- , , , , UTILITY ,,..,o.,. COORDINA T/ON before you dig in Florida It's the Law/ 1-800-432-4 770 Sunshine State One Call oFFlorida, Inc. DATE CLIFF BARNES Certificate Box & LA thoriz Num 3, St. ud, FL (407) '957~3308 32 INFoRMATioNAL COPY' ONLY, UNLESS EMBOSSED WlTH PkOFESs!ONAL ENGINEERS SEAL AFPROVED BY BRUCE A. TAYL( NO, 52t 18 DATE i PART OR PATTERN NO, ,, /- TRUCKM I XER CHARS Z NG PO i NT i AGG (EACH BASEPLATE) - :S Z LO Z NBOA:RD ( EACH BASEPLATE ) PLANT STAT MATERIAL -TeK -- I~TYP-- '~~ - ,TYF- / i 14- TYP CEMENT PLANT STATIC -14-K ~ HAT'ERIAL -105K - i WIND ±70K -~ I HORIZONTAL SHEAR iDK , ~ -AGG (EACH BASEPLATE) PLANT STATIC -20K MATERIAL -84K WiND ±$$K / HORIZONTAL SHEAR 12K 11'6" i 4-HOLES TYP (4-) BASEPLATES 4.X 4- HOLES 4.5':' TYP (2) BASEPLATES BX 50 $/4-" ANCHORS, 2" EXPOSED · TYP (4)-PLCS 6 FOUNDATION NOTES Z. 1. Rexcon assumes no resEonsibilitu for the design of the, foundation other than the size cT bearing plates and the Loadings imparted thereon bU the maximum anticipated co6ditions. The foundations should be designed b~ a competent engineer to safe(U support the maximum Loads, and to provide a rigid support t° the base of the structure. A rigid support is a foundation with ~no significant differential settlements or lateral deflections at the~ column bases. The individual footings of each structure must be interconnected with tie beams or an equivalent metlhod of restraint, to increase the rigidlt~ and stabilit~ of the foundation sustem, The foundation desiqn will depend on the actual soil conditions It is recommended tRata soil exploration be performed so t~hat ~he actual foundation size can be deTermln a. 5. Alt bases must be (eveL in ,reference to the base Line and must be properl~ shimmed and grouted to provide full and even bearing under all co umns. 6. These loadings for 90 mph wind zone & U,B.C. exposure D. 12' AGG PLANT STATIC -igK MATERIAL -110K WIND ±50K HORIZONTAL SHEAR OTH 795K-F7 t3,5:5" 16 15K 72' 6~''' t6 CLIFF BARN 8-15-2 JEW ECN NO. ,, BRIG, ISSUE CHANGE NO, 22'6" ECN NO, NAT'L SPEC. FROOUCT USES ON PROCESSI SPEC. ENGR, STD. NO.I i REO FORT P IERCF, SUPERSEDES SCALE I/4"= I '-O" DIIHENSIONS IN ~NCHES IF NOT SPECIFIED BATE 8- 12-02 SUPBRsEDED DR'N. JBC/JEW /OlwENStONS ARE IN INCHES TOLERANCES ON: BECIWALS ~ ,005 HOLES FRAcTIoNS m t/52 ~LD~ENTS ~ 1/16 MILwAuKEE, WISCONSIN CONFIDENTIAL - ALL RIGHTS RESERVED - PROPERTY OF 55209 HD- 12 WI TH 150 TON 4-- iN LINE AND IO50 BBL SILOS SUPPLIED WITH R PART OR PATTERN NO, DZZ- 18- 1154 DRAWING NO. D2Z- 18- I 134. FLORIDA