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Home My WebLink AboutSpecific Purpose Survey2" WATER SERVICE 4" SANITARY LINE 10" FIRE 3" SANITARY 3" COMMUNICATION 3/4" FIRE SERVICE CLEANOUT 6" FIRE SERVICE: CONDUIT CHAINLINK 3" SANITARY ELECTRIC FENCE CLEANOUT CHAINLINK 2" WATER CHAINLINK (2) 4" FIRE �� Doti FENCE SERVICE FENCE ELECTRIC CHAINLINK ONC RETAINING X—X—X—X ^ .� 4" SANITARY FENCE WALL SANITARY x x—x x—x——x—x•—x—x—x— �� LINE CLEANOUT �® x—X x� —X—x � x—x—x—x—x— �6. x /X...,X ��,�CONC 6 —X—x——x—X—x—x—x—x --x—x-rK 6ti —x—x—x—x—x—x—x—x—x—x—x—x ,4' SANITARY hCONC y� 0CONC O C NIX CONC �06 k^� OCLEANOUT ONC RETAININ ----------------------- -- ___------•----- ,-------------,. ------- L ---------- ..., ok GUARDRAIL „ ' off x WAL 246 57 x ti6 ti 4" COMMUNICATION 0^ ASPHALT PAVING oti CONDUIT 4" COMMUNICATION ti —GUARDRAIL CONDUIT 5� x h + 1 STORY 3" COMMUNICATION � METAL BUILDING CONDUIT 0 � x o 4" ELECTRIC FFE=15.31' `O o - x CONC 2"x3" COMMUNICATION c� CONDUIT 2" ELECTRICONDUIT ELECTRIC/MECHANICAL U �h�� BOLLARD ,�� " " CONDUIT ROOM ELECTRIC/MECHANICAL 2 x3 COMMUNICATION o� CONDUIT (2) 4" ELECTRIC ROOM 4" ELECTRIC x ^h CONDUIT CONDUIT CHAINLINK_ CONC z BOLLARDS o y, y�� h^° �o I ,, FENCE + �a, �,• 246.63' h.. �h �,. w �h ..: —X K—X—X—X—X—X_ �a 4" ELECTRIC ti �, �� ob � z y CONDUIT A- CONC �° �� tia h� o tip' ^� o CONC 2' CONC 11, o �,a h• �h o6 �� WALK m o \' O�G �a soh �6. ^�� CONIC V—CONC G G�ONC CONIC m 3OLLARDS CONC CONC 10.0 rho BOLLARDS CONC BOLLARDS ASPH� BOLLARDS ti + 09 SIGNS qa (TYPICAL) ASPHALT PAVING SIGNS +1�e (TYPICAL) LIGHT POLE (TYPICAL) oti U24" -------------._------ RCP °� - ROUND CATCH � — — —• — — �24o' R BASIN IN CONC N INVERT=7.19' 1 S INVERT=7.19' ` w 0 2 0 �> CROWN OF AIIA ELEVATION=15.35' x RIGHT—OF—WAY STATE ]ROAD A-1 '-A CROWN OON F 1 AlA x THOMAS P. KIERNAN — — SIGNATURE DATE PROFESSIONAL SURVEYOR & MAPPER FLORIDA CER11FICATE NO. 5199 4 GRAPHIC SCALE 20 0 10 20 (IN FErr ) 1 Inch - 20 tL LEGAL DESCRIPTION A BUILDING LYING IN THE FLORIDA POWER & LIGHT PROPERTY, AS LOCATED IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA. =Fi11v 2L624 NOTES; 1) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. 2) Description shown hereon provided by the client and/or their agent. 3) The last date of field work was June 18, 2014. 4) Lands shown hereon were not abstracted by this office for right—of— ways, Reservations, Agreements, and/or Easements of Record. Such information should be obtained and confirmed by others through appropriate title verificatilor,. 5) Elevations shown hereon are based on the National Geodetic Vertical Datum (N.G.V.D.) of 1929. And are referenced to a found Parker Kalon nail and disk stamped TRAV LB 4846 having an elevation of 14.12 feet. The conversion from (NGVD29) to (NAVD88) is —1.49. 6) Underground utilities, utility services, foundations and were not located as a part of this survey. 7) Said described property is located within an area having a Flood Zone Designation "AE-6", on Flood Rate Map No.12111 CO301 J with a date of identification of February 16, 2012, in St. Lucie County, State of Florida, which is the current Flood Insurance Rate Map for the community in which said premises is situated. 8) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. LEGEND LB DENOTES LICENSED BUSINESS UE DENOTES UTILITY EASEMENT PLS DENOTES PROFESSIONAL LAND SURVEYOR IP DENOTES IRON PIPE IR DENOTES IRON ROD — — CM DENOTES CONCRETE MONUMENT CONC DENOTES CONCRETE IR & C DENOTES 5/8" IRON ROD & CAP ORB DENOTES OFFICIAL RECORDS BOOK RCP DENOTES REINFORCED CONCRETE PIPE CROWN OF AlA No ID DENOTES NO IDENTIFICATION NUMBER ELEVATION=15.70' PRM DENOTES PERMANENT REFERENCE MONUMENT x e DENOTES ELEVATION (TYPICAL) COMPUTER FILE REF. FIELD BK. PG. / 14-099map.dwg 1403/27 CULP�-PPER & TERPENING, INC - R E 'V I S 1 0 N S— BY DATE ......................................... CONSULTING ENGINEERS I LAND SURVEYORS ...... ..•... ......... 2980 SOU'TH 25th STREET • FORT PIERCE, FLORIDA 34981 .................................................................... PHONE 772-464-3537•FAX 772-464-9497•www.ct-eng.com................. •••••••••••••••••••••••••••••••••••••••••••••••••• 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 • • • • • • • • • • • • ........................ • • • • • PHONE"........................................................... 172-220-3376 • FAX 772-464-9497 • www.ct-erig.com ADDED VERT CONVERSION, NOTE 5. ADDED AlA ELEVATION. TPK 8-18-14 STATE OF FLORIDA CERTIFICATION No. LB 4286 ........ ADDED UTILITY LOCAT.I.ONS.. GLM 7-15-1411 BY DATE FIELD CALCS.... DRAWN .. GLM 6-18-14 DETAILED ... :. .... ...... . ... CHECKED .......................................... APPROVED SPECIFIC PURPOSE SURVEY PREPARED FOR FLORID POWER &LIGHT DATE: 6-18-2014 HORIZ. SCALE:1"=20' VERT. SCALE: N\A JOB No. 14-099 SHEET 1 OF 1 BUILDIING PANELS (BY OTHERS) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------------- I � I I I I I i I I I I I i I I I I i I � i I � I I I I I I I I I i I I I I I I I I I I I I I 1 I I I e - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� #4012" PERIPHERY BARS (DRILL & GROUT USING' HILTI HIT HY-200 DOWELING SYS11-M (3" PROD & 4/2" EMB.) r-- 4"CONC TOPPING SLAB 6x6—W2.942.9 WWF SHEETS TOP/EX SLAB EL 15'-33/" H.P. x G-_ X—;K-----X----�_X —77X� I `�- X X X -x X x X X- -H 2 I Co F, . SCALE 1 " = 1'-0" THIS DWG ��nnFMIF� / 97n0 \n nnnr�nrcn( n �nnr\n FD n �� I Vr/ LA JL/AL) I_L I J —J74 M-r. TOP/NEW CONC. TOPPING EL 15'-7Y" H.P. 6x6—W2.9xW2.9 WWF SHEET STOP AT JOINT —, Oi,IALL. J/ JG — I —V 4"CONC TOPPING SLAB JOINT TO MATCH EX SLAB JT �-- SAWCUT JOINT 1 /4 DEPTH 1f OF TOPPING SLAB AND FILL JOINT ' WITH SPECIFIED JOINT SEALANT. N C n L COAT EXPOSED SURFACE OF JOINT 3/4" DIA SMOOTH DOWEL_ x 1'-6" WITH CURING COMPOUND OR SOME EX SLAB LONG ® 12" SPACING. WRAP OTHER FORM OF BOND BREAKER ONE END IN POLYETHYLENE NOTE: FOR STRIP POURING OF SLAB, SAWCUT JOINTS MAY BE SUBSTITUTED FOR CONSTRUCTION JOINTS PERPENDICULAR TO DIRECTION OF POUR. (TYP JOINTS MUST MATCH EX SLAB JTS) DETAIL A 4" TOPPING SLAB - CONSTRUCTION JOINT DETAIL SCALE 1 " = 1'-0" THIS DWG 1 i tIl�►`)I13 T/CONC EL AT STOOP H.P. MATCHES FIN FL EL (-4" MIN EL Q LOCA-IONS W/NO RAMP) 11" WIDE STEP @ LOCATIONS WHERE STOOP HEIGHT IS GREATER THAN 7" ABOVE GRADE (T/STEP —7" BELOW T/STOOP) DETAIL D TYPICAL DETAIL - EXTERIOR DOOR STOOPRAMP SCAI.E 3/8" = 1'-0" THIS DWG NOTES: CONCRETE STOOP AND RAMP SHALL BE REINF W/6x6—W2.9xW2.9 WWF PLACED 1Y2" FROM TOP 6" MIN CONCRETE THICKNESS BOTTOM OF CONCRETE SHALL BE 2" MIN BELOW GRADE LaJ cn 5'-0" (MIN) iL is aa► rm"mr1qhrrm , 6x6—W2.9xW2.9 WWF SHEET CUT ALTERNATE WIRE AT JOINT � X " ml 4"CONC TOPPING SLAB JOINT TO MATCH EX SLAB JT \— SAWCUT JOINT 1 /4 DEPTH / OF TOPPING SLAB AND FILL JOINT z�� X� o X � o X . z L EX SLAB DETAIL B 4" TOPPING SLAB - SAWCUT JOINT DETAIL SCALE 1" = 1'-0" THIS DWG JOINT TO MATCH EX SLAB JT 1 /2" EXP JT MAT'L SEAL W/JT SEALER 6x6—W2.9xW2.9 WWF SHEET / r z XX� X� �X� X X � Xj�.. d- 5 v n o o n- Z. % c o o z 4- THESE PLANS ANO ALL PROPOSED WORK\ ARE S.WJECT TO ANY CORRECTIONS REQUIRBO BY FIELD INSPECTORS THAT MAY BE NECE36AftY IN ODDER TO COMPLY WITH ALL APPLICABLE CODES. ///--I --] �1°'= L EX SLAB 1111= IIIIIIIIIII F [�,�l L L�PY 4" TOPPING SLAB - EXPANSION JOINT DETAIL SCALE 1" = 1'-0" THIS DWG COPYRIGHT D&Z INC AS OF LAST DATE IND'+CATED NOTES: 1. CONCRETE FOR TOPPING SLAB SHALL BE NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH Fc' OF 4000 PSI AT 28 DAYS, NON —AIR ENTRAINED, WITH %" MAXIMUM SIZED COARSE AGGREGATE. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED (6% NOMINAL AIR CONTENT). 2. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. 3. EXISTING SLAB SURFACE MUST BE CLEAN AND DRY PRIOR TO NEW CONCRETE PLACEMENT. USE VACUUM GRIT BLASTING OR OTHER SUITABLE MECHANICAL SCARIFICATION METHODS TO ENSURE REMOVAL OF ALL LAITANCE, CURING COMPOUNDS, LOOSE CONCRETE, DUST, OIL, GREASE, ADHESIVES, PAINT, OR OTHER FOREIGN MATERIAL. 4. JOINTS IN NEW CONCRETE TOPPING SHALL MATCH THE JOINTS IN THE EXISTING SLAB. ADDITIONAL CONSTRUCTION OR CONTROL JOINTS SHALL BE ADDED MIDWAY BETWEEN ANY EXISTING JOINTS SPACED AT GREATER THAN 20 FEET APART. REFS TO DETAILS ON THIS DRAWING FOR JOINTS. 5. NEW CONCRETE TOPPING SHALL HAVE A SMOOTH TROWELED FINISH AND BE WET CURED FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT. EXTERIOR CONCRETE SHALL HAVE BROOMED FINISH. 6. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL FLOOR FINISHES AND COVERINGS. PERFORM MOISTURE TRANSMISSION TESTING AS REQUIRED BY THE FLOOR COVERING MANUFACTURER(S). C _ 07 ISSUED FOR CONST'N 0 29 LC 14 Ljj w DESCRIPTION c; ® v L,J NOTE: > CL U Q CIRCLE ALL REVISIONS, IDENTIFY d ti Lv 0 WITH A DIAMOND AND A NUMBER RE- MOVE ONLY THE CIRCLE BEFORE THE N REV. Iy NEXT REVISION. BY ISSUE CODE CI CONST'N RC RECORD DWG. A APPROVAL D DESIGN B BIDS R REVIEW SEAL��, A. p ae® ass SIGNATURE STATE OF ° �4 . a®o ff ® ° N DATE o�� ®°+�i`�'i®NAL DR. CARTER DATE 07-15-14 DSGN. H I LLMAN N D&Z. FILE CK. RUCKER NUMBER C-1.DWG APPR. JOB NO. CAD FILE NO. el - CLIENT INFORMATION THIS DOCUMENT CONTAINS INFORMATION WHICH IS CONSIDERED TO BE CON- FIDENTIAL AND PROPRIETARY TO THE CLIENT AND IS DISCLOSED IN CON- FIDENCE WITH THE UNDERSTANDING THAT THIS DOCUMENT WILL NOT BE REPRO- DUCED OR COPIED, DIRECTLY OR INDIRECTLY, AND THAT THIS DOCUMENT AND INFORMATION HEREIN IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING, OR TO FURNISH ANY INFORMATION FOR MAKING DRAWINGS, COPIES, PRINTS, APPARATUS, OR PARTS THEREOF, EMBODYING FEATURES OR INFORM- ATION DERIVED FROM THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CLIENT. THIS DOCUMENT SHALL BE SUBJECT TO IMMEDIATE RECALL BASED UPON REQUEST FROM THE CLIENT OR THE ENGINEER. r125 The Parkway, Suite 400 Greenville, SC 29615 Day0mmermann DRAWING TITLE MED IN -PROCESSING BLDG ST. LU C I E NUCLEAR PLANT JENSEN BEACH, FL 34957 FOUNDATION MODIFICATIONS PLAN AND DETAILS D&Z JOB NUMBER DRAWING NUMBER REV. iNPROCESSING C-1 0 \FPL\St.Lucie\Med-In Processing\Structural\INPROCESSING C-1.dwg, 7/28/2014 1:09:00 PM, Oce_350_PS.Dc3 x14.89 14.02x< x� x14 l I EXIST. CONIC. PAD I JCO 14.90x Q w z 15.O3x 3"COMM x14.85 2"COMM 4.86x GP° oGP � 6"RD CO IE 13.35 _o X J w m x14.73 4 _ LP ------------------- I � I I , I � I L N DOWNSPOUT j & 13.32x SPLASHBLOC� (TYP) EXIST. CONIC ' Co PAD ----�---- _ 4„SS __, '--------------- -- -- � Qp Ln Lfn DOWNSPOUT & PVC BOOT (TYP) 15.65 6"RD 6"RD x14.?5 14.80x _ 14.16x » 4"ELEC (FIRE) NEW MEDICAL & IN —PROCESSING FACILITY F.F. ELEV. 15.65 0 Ln 0 0 Lo 0 r 8"RD 8"RD IE 12.00 � n n a A 4.09 IE 10.35 ----------------------- 24"Sp----------------------------------------------- CONC. CA 6" SCH. 40 STEEL PIPE FILLED WITH CONCRETE, FITTED WITH A SAFETY YELLOW HDPE SLEEVE AS MANUFACTURED BY EAGLE MANUFACTURING CO. 6" DIA STEEL PIPE -FILLED WITH CONCRETE G a a a ° ° I 2" STEEL ANGLE, 2"X 2"X ?"X 6" 2" LONG (TYP) TWO REQ'D EACH POST; SPACE 180' APART. [USE SALVAGE (TYP) MATERIAL_ WHEN AVAILABLE] TYPICAL GUARD POST NOT TO SCALE 0 Lo I 0 I Q0 SIDING DOWNSPOUT - (FIELD VERIFY) 0 0 0 0 Coto Lc i Lri -8"RD 6"RD 6"RD 6"RD x'1 4.96 wi 1 _.2 GP Lx14 65 14.88 '-CO IE 13.15 0 0 x14. LP x14. �Z_ EXIST. SIGN (TYP) T/GR. 13.20 IE 7.19 LEGEN D EXISTING NEW DESCRIPTION STRUCTURES _._ CRUSHED STONE SURFACE BITUMINOUS PAVEMENT CONCRETE PAVEMENT x14.16 + 15.65 SPOT ELEVATION FENCE L� C -O LIGHT POLE GPo GUARD POST STORM DRAIN LINE —6"RD— ROOF DRAIN LINE ---10"F P--- FIRE PROTECTION LINE ---2"PW-- POTABLE WATER LINE ---4"SS--- SANITARY SEWER LINE COMMUNICATIONS LINE o CO • CO CLEANOUT LP ------------------------------------------------- EXIST. CATCH BASIN T/GR. 12.96 IE 8.63 CIVIL SITE, GRADING & DRAINAGE PLAN - SCALE: 1 " = 15' EXTEND PVC PIPE 6" ABOVE GROUND (MIN). INSERT DOWNSPOUT INTO 6" PVC BOOT. 6" PVC 90' BEN DOWNSPOUT PIPING DETAIL NOT TO SCALE GROUND ELEVATION GENERAL NOTES UNDERGROUND UTILITIES HAVE BEEN LOCATED TO THE EXTENT KNOWN, THE CONTRACTOR SHALL PROCEED WITH CAUTION DURING EXCAVATION ACTIVITIES. ROOF DRAINS MATERIALS UNDERGROUND GRAVITY ROOF DRAINS SHALL BE SCH. 40 PVC PIPE IN ACCORDANCE WITH ASTM D1785, WITH SOLVENT -CEMENTED JOINTS IN ACCORDANCE WITH ASTM D2855, USING CEMENT IN ACCORDANCE WITH ASTM D2564. INSTALLATION _ AFTER THE PIPE BEDDING HAS BEEN PREPARED AND THE PIPE INSTALLED, CONTRACTOR SHALL SELECT MATERIAL AT A MOISTURE CONTENT THAT WILL FACILITATE COMPACTION AND PLACE ALONG BOTH SIDES OF PIPE IN LAYERS NOT EXCEEDING 6 INCHES IN COMPACTED DEPTH. BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE AND 6 INCHES MINIMUM OVER THE TOP OF THE PIPE FOR ITS FULL LENGTH. GRADES AND ELEVATIONS GIVEN ON THE DESIGN DRAWINGS SHALL BE ACCURATELY MAINTAINED. FINAL GRADES SHALL BE CHECKED AFTER LAYING DRAINAGE PIPE OR SHAPING TRENCHES. INSPECTION JOINTS SHALL BE WATERTIGHT AND ALL VISUAL LEAKS SHALL BE CORRECTED BY REPLACEMENT OF DEFECTIVE ITEM OR AN APPROVED METHOD OF REPAIR. THESE PLANS ANU ALL PROPOSED WORK ARE SUOJECT TC1 ANY CORRECTIONS REQUIRM BY FIELD INSPECTORS THAT 'AIRYt!i ®R®ER TOF114_71E C(opy MAY EE NECL COMPLY WITH ALA APPLICABLE CODES. 0 C ® 07 30 14 ISSUED FOR CONSTRUCTION LC Oz I? � LLw o J 0 U w ® DESCRIPTION NOTE: WITH LA ALL AND AI NUMBER RE- MOVE ONLY THE CIRCLE BEFORE THE NEXT REVISION. j n N p REV. BY ISSUE CODE C CONST'N RD RECORD DWG. A APPROVAL D DESIGN B BIDS R REVIEW SEA, G•E. S�cc''' O 'v F •y ®� N0. ss 23 �:`*= SIGNATURE .W_ 0 STATE OF 3o J `rS•C 0R!°'* DATE .,' � ON'A'L ;`�`�� DR. P.DICKSON DATE 07 21 14 DSGN. P.DICKSON D&Z. FILE CK. D.HIGGINS NUMBER — APPR. — JOB NO. — CAD FILE NO. CivilSitePlan C-01.dwg CLIENT INFORMATION THIS DOCUMENT CONTAINS INFORMATION WHICH IS CONSIDERED TO BE CON— FIDENTIAL AND PROPRIETARY TO THE CLIENT AND IS DISCLOSED IN CON— FIDENCE WITH THE UNDERSTANDING THAT THIS DOCUMENT WILL NOT BE REPRO— DUCED OR COPIED, DIRECTLY OR INDIRECTLY, AND THAT THIS DOCUMENT AND INFORMATION HEREIN IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING, OR TO FURNISH ANY INFORMATION FOR MAKING DRAWINGS, COPIES, PRINTS, APPARATUS, OR PARTS THEREOF, EMBODYING FEATURES OR INFORM— ATION DERIVED FROM THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CLIENT. THIS DOCUMENT SHALL BE SUBJECT TO IMMEDIATE RECALL BASED UPON REQUEST FROM THE CLIENT OR THE ENGINEER. iEngineering & Field Services 125 Greenville, The Parkway, Suite 400 Gn:enville, SC 29615 Day&Zimmermann DRAWING TITLE FLORIDA POWER AND LIGHT MEDICAL IN -PROCESSING FACILITY CIVIL SITE, GRADING & DRAINAGE PLAN E JOB NUMBER SL001 EDRAWINIG NUMBER REV. 0 COPYRIGHT D&Z INC AS OF LAST DATE INDICATED