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HomeMy WebLinkAboutPLANS�A PROJECT DETAILS: GC: A. THOMAS CONSTRUCTION END USER: US ROUTE 1 NOTES- APPROVAUREVIEW NOTES: LOCATION: PORT ST LUCIE, FLA 1. LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS. PRODUCT: (13) 5' x 12' TRANSIT STYLE SHELTERS & 2. THE DRAWINGS CONTAINED IN THIS SUBMITTAL PACKAGE ARE PROPRIETARY (1) Tx 14' TRANSIT STYLE SHELTER AND FOR THE SOLE USE OF OUR CUSTOMER AND MAY NOT BE COPIED OR JOB#: 11882 (18111-24) REPRODUCED WITHOUT PRIOR WRITTEN CONSENT FROM DUO-GARD INDUSTRIES, INC. DESIGN LOADS: 3. PLEASE REVIEW THESE DRAWINGS CAREFULLY. 4. THESE DRAWINGS REPRESENT THE BEST INTERPRETATION OF THE INTENT SNOW LOAD: 0 PSF OF THE CONTRACT DOCUMENTS. DUO-GARD WILL ASSUME NO RESPONSIBILITY WIND LOAD: 150 MPH FOR ACCURACY OF THE CONTRACT DOCUMENTS. SEISMIC DESIGN CATEGORY: A 5. UNLESS IT IS NOTED TO THE CONTRARY ON THESE DRAWINGS WHEN CODE: 2014 FBC U.N.O. RETURNED FROM APPROVAL, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY. 6. FABRICATION OFWATERIALS SHOWN ON THESE DRAWINGS WILL NOT SCOPE OF WORK: PROCEED UNTIL ALL "VERIFIES" ARE ADDRESSED AND ALL "SUPPLY" INSTALLATION: BY OTHERS INFORMATION IS GIVEN. FAILURE OF THE APPROVAL AUTHORITY TO PROVIDE CONCRETE PAD: BY OTHERS, SEE NOTES REQUESTED INFORMATION WILL RESULT IN DELAY OF FABRICATION AND STRUCTURE: DGI DELIVERY OF MATERIALS SHOWN ON THESE DRAWINGS. GLAZING: DGI 7. SUBSEQUENT CHANGES TO INFORMATION ON THESE DRAWINGS AFTER APPROVAL WILL BE CONSIDERED AS CONTRACT CHANGES. 8. DGI CONCRETE PAD RECOMMENDATIONS ARE AS FOLLOWS: 6" MIN PAD MATERIALS: U.N.O. THICKNESS, PAD LENGTH AND WIDTH MIN 6" LARGER THAN SHELTER FRAME ON ROOF GLAZING TYPE/COLOR: METAL STANDING SEAM, ALL SIDES. NOTE: CONCRETE PAD RECOMMENDATIONS ARE MANUFACTURER ; F COLOR: STONE WHITE RECOMMENDATION ONLY, ALL APPLICABLE STATE AND LOCAL CODES GOVERN. WALL GLAZING TYPEICOLOR. Y8" PERFORATED ALUMINUM, COLOR: CLEAR ANODIZED GENERAL NOTES: ALUMINUM FRAME COLOR: CLEAR ANODIZED 1. DUO-GARD ASSUMES THAT ALL SITE CONDITIONS ARE PER ARCHITECTURAL AND STRUCTURAL DRAWINGS UNLESS NOTED OTHERWISE. DUO-GARD'S ABBREVIATION KEY: DRAWINGS ARE NOT TO BE SCALED. FOLLOW WRITTEN DIMENSIONS OVER B.O. = BY OTHERS SCALED DIMENSIONS. C.L. = CENTERLINE 2. FIELD MEASUREMENTS, IF REQUIRED, WILL BE TAKEN BY OTHERS AND O.C. = ON CENTER SUPPLIED TO DUO-GARD. (PRIOR TO FABRICATION). PCSS = POLYCARBONATE STRUCTURED SHEET 3. ADDITIONAL STRUCTURE MAY BE REQUIRED FOR ADDITIONAL LOADING DUE T B D — TO BE DETERMINED TO SITE CONDITIONS. TYP. = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE D.O. = DAYLIGHT OPENING DGI = DUO-GARD INDUSTRIES DUO-GARD FORGE AHEAD: JOB SPECIFIC NOTES: CONTENTS: 1. TITLE SHEET 2. 5' x 12' SHELTER PLAN & ELEVATIONS 3. 7' x 14' SHELTER PLAN & ELEVATIONS 4. ANCHORING DETAILS 5. FRAME CONNECTION DETAILS 6. ROOF DETAILS CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIUTY OF THE CONTRACTOR OF RECORD THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR CUSIOR R TROUT NSENT COPIEDOR 11882 18111-24 A.THOMAS CONSTRUCTION -US ROUTE 1 PRIOR WRITTEN CONSEM FROM DUO-GARD INDUSTRIES, INC. ITTENC ARDINDUSTRIE LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS IDESCRIPTION APPROVAL SIGNATURE DATE SHEET THESE PLANS AND ALL PROPOSED VJCAK ARE SUBJECT TO ANY CORD EC T ICNS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN OiIDM TO COMPLY WITH ALL APPLICABLE CODES. SCANNED BY St. Lucie County ;BY L/OUNTYVISIOWE NCVIETE PE MIT O JOB OR NO INSPECTION L BE MADE P F STAMP URHA / tf, No- 2= Exp. APR 2rM6 FEB 2 8 2017 Duo -Gard Industries, Inc. Tel (734) 207-9700 Fax (734) 207-7995 x i LKK MGR JW 13/18/16 NTS 1 1 1 8 .y 12" 1714' +/- FRONT ELEVATION 27" MAP/SCHEDULE HOLDER DUO-GARD FORGE AHEAD: Duo -Gard Industries, Inc. Tel (734) 207.9700 Fax (734) 207-7995 i 1662" [13'-102"] ROOF —1422" [11'-102"] _I 33" [2'-9"] !!I" 3 SEAT FLOOR MOUNTED PERFORATED ALUM BENCH WITH BACK AND ARM RESTS 1374" 111 TYP PLAN VIEW THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR CUSTOMER AND MAY NOT BE COPIED OR REPRODUCED WITHOUT 11882 (18111 PRIOR WRITTEN CONSENT FROM DUO-GARD INDUSTRIES, INC. LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS DESCRIPTION 84"[T] CLEAR OPENING SIDE ELEVATION Go-" [5. 2..] 721" [6'-02 ROOF 112" 19'-4"1 I I I�RV, Am VA �%%�uRHA/V V',. ?2J' •v ENSF .92- No. 58: -ALUMINUM FINISH TO BE CLEAR ANOI -ROOF TO BE METAL STANDING SEAM -WALL GLAZING Ys" THICK PERFORATE HOLES ON %" STAGGERED CENTER -UPPER ENCLOSURE PANELS (4 SID -ALSO INCLUDED: (13) SENTRY BIKE R A.THOMAS CONSTRUCTION - US ROUTE 1 APR 22 2016 APPROVAL SIGNATURE DATE 1(13) 5' X 12' TRANSIT STYLE SHELTERS - PLAN & ELEVATIONS PRJTPRJT EN�I PRJT MGR I DRW'G DATE I REV I DATE I SCALE PAGE x I r JW 13/18/16 NTS 1 2 _EAR ACRYLIC H WQ N) FEB 2 8 20178 20177 TDRWN3# 8 L 384' D.0 MAP/SCHEDULE HOLDER 12" FRONT ELEVATION 1964' +/- 4 84" [7-1 CLEAR OPENING &L- SIDE ELEVATION 18W22"' [15._W2..] KUUI- 1652" [13'-92"] 84" 96" 1 RO( [7'] [3' 2q"] P 3 SEAT FLOOR MOUNTED PERFORATED ALUM BENCH WITH BACK AND ARM RESTS 22 16o-" 11 T-4 5"] TYP PLAN VIEW IN r(� ME ago 8'] )F -ALUMINUM FINISH TO BE CLEAR ANODI -ROOF TO BE METAL STANDING SEAM F -WALL GLAZING Ys" THICK PERFORATED HOLES ON 3/B" STAGGERED CENTERS, C1 UPP ENCLOSURE PANELS (4 SIDES) -ALSO INCLUftD: (1) SENTRY BIKE RAC %', FIIHA�,''•. , �� CENN�?'Lt�': No. 5t; , 4 THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR vmujt :I NW t CUSTOMER ANDMAYNOT BE OR REPROARDINDUCEDW,INC. 11882 18111-24 A.THOMAS CONSTRUCTION - US ROUTE 1 ( ) DU 0 GARD SENTFRCOPIED PRIOR WRITTEN CONSENT FROM D F SIGN D INDUSTRIES, INC. LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS Signed DESCRIPTION Bed! Exp; FORGE AHEAD: APPROVAL SIGNATURE DATE (1) 7' X 14' TRANSIT STYLE SHELTER - PLAN & ELEVATIONS APR 2 2 2016 FEB 2 8� 2011 Duo -Gard Industries, Inc. PRJTENG PRJT MGR DRWG DATE REV DATE SCALE PAGE Tel (734) 207-9700 Fax (734) 207-7995 X ! KK JW 3/18/16 NTS 3 JOF 8 �DRWNGN www.duo-gard.com 214-X 2} Xj' COLUMN, e0e1-Te WELDED ANCHOR i SHOE: 3'SQUARE X .200'TUBE I WELDED TO 5/8' THICK PLATE j W/ 1/4' WELDED 'WINGS-. FINISH TO MATCH i J' 0 STAINLESS STEELTHROUGH �I BOLT, 2 PER SHO , CROSSED i n r n n _ 6° ~ (� SHIM AS REQD 21r1X2ITX1TSUBEAM 518*0 X 5-1/2' EMBED WEDGE ANCHOR BOLT: (4) ON MIDDLE SHOES, (2) ON CORNERS ANCHORING DETAILS F— B„ V TYP I I S" ROM) MA I r' `wry, ANCHOR SHOE LAYOUT No. 4 • THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR CUSTOMER AND MAY NOTBECOPIED OR REPROARDINDUCED PRIOR WRITTENCONSEMFROMDU0.GARDINDUSTRIES,INC. 11882 18111-24 A.THOMAS CONSTRUCTION - US ROUTE 1 � � Signed 9 Seal Ex P' DUO GARD STRW, INC. LEAD TIME BEGINS UPON RECIEPT OF SIGNED SHOP DRAWINGS DESCRIPTION APR 22 ZOt6 FEB 2 8 Z017 FORGE AHEAD. APPROVAL SIGNATURE DATE HIGH WIND ANCHORING DETAILS Duo -Gard Industries, Inc. PFUT ENG PFUT MGR DRWG DATE REV REV2 SCALE PAGE OF Tel (734) 207-9700 Fax (734) 207-7995 www.duD7gard.com X / I KK JW 10/20/07BDI3/26/16KK NTS 4 8 �DRWNIG# Lib' • ALUMINUM DOME HEAD BOND WET. 1TAWOF. WSHEDTO MATCH Ik• THICK GLAZWG MATER AL EDGE SASH FOR BP GIA0G WITH GASKET AND CORNER KEY 210 x212'xllB'THICKVERIICPL PoST SILL OR HEADER BEAN BIACK WC WRARAROUND GLA OGASKET 110 x 21T x 10 THICK YERTICA L MU W ON GLAZING SASH DETAIL SECTION THROUGH CORNER POST AND MULLION SECTION THROUGH SIDE SECTION THROUGH END INTERNAL FRAME CLIP DETAIL THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR CUSTOMERAND ITTENC NOTBECOPIED OR REPROARDINDUCED STRW,INC. 11882 (18111-24) A.THOMAS CONSTRUCTION - US ROUTE 1 DU 0 GAR D PRIOR WRITTEN CONSENT FROM D F SIGN D INDUSTRIES, INC. ■ LEAD TIME BEGINS UPON RECIEPT OF SIGNED SHOP DRAWINGS DESCRIPTION FORGE AHEAD. APPROVAL SIGNATURE DATE FRAME CONNECTION DETAILS APR 2 2 1016 FEB 2 81017 DUo-Gard Industries, Inc. PRJT END PRJT MGR DRW G DATE I REV IREV2 SCALE PAGE OF DRWNG N Tel (734) 207-9700 Fax (734) 207-7995 X KK JW 10/20/07BDI 3/26/16KK NTS 5 8 w .duo-gard.com 24 GA. GALVALUME STANDING SEAM METAL ROOF PANS INTERNAL GALVANIZED CLIP AT EACH PLIRLIN/BEAM CROSSING TYP.—\ #12 S/S SCREWS TYP., END CAP DETAIL B PAN ATTACHMENT NOTE: ROOF SIZE VARIES PER SHELTER, SEE PLAN/ELEVATION DRAWINGS AL I- 22" j— TYP R208" rIEQ. 4^ rIEQ. 6^ FRAME SECTION A -A POST CONNECTIONS TYP � �Nia JA �1 f� 22' TYP -� THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR rnu�eul rvnme `v CUSTOMER R AND NOTBEPIED OR REPRODUCED WITHOUT (18111-24) A.THOMAS CONSTRUCTION - US ROUTE 1 Signed Seal Ezp, WRITTEN C ,INC.11882 PRIOR WRITTEN CONSENT FROM DU0.GARD INDUSTRIES, INC. FROM LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS DESCRIPTION DUOGARD APR 2 2 1016 FEB 2 81017 FORGE AHEAD. APPROVAL SIGNATURE DATE STANDING SEAM REVERSE BARREL ROOF DETAILS Duo -Gard Industries. Inc. PRJT ENG PRJT MGR DRW'G DATE REV REV2 SCALE PAGE OF Tel (734) 207-9700 Fax (734) 207-7995 X KK JW 11/1/12SR I 3/26/16KK NTS 6 8 �DRWNG# w .du"ard.com DOTE: OAP HOLDER FRAME SHOWN MOUNTED BEHIND DUO-GARD "E-9" NINDOW SASH. YOUR PARTICULAR MODULAR BUILDING MAY HAVE 4NOTHER STYLE OF SASH. PLEASE SEE GLAZING SASH DETAIL. #12 TEK SCREW, FIELD INSTALLED, 8-12" O.C. TYP DUO-GARD FORGE AHEAD. Duo -Gard Industries, Inc. Tel (734)207.9700 Fax (734) 207-7995 www.duogard.com HORIZONTAL "DAYLITE OPENING" SHELTER HEADER BEAM SHELTER WINDOW GLAZING SASH SHELTER MUL ION DISPLAY CASE FRAME I SHELTER EXTERIOR GLAZING MATERIAL DISPLAY CASE DOOR — 3116" CLEAR GLAZING MATERIAL \ \ GRAY P.V.C. GASKET 1/4-20 ALUMINUM RIVET -NUT (TYP) DISPLAY CASE DOOR 1/4-20 S/S TAMPERPROOF ("SPANNER") PAN HEAD MACHINE SCREW LOCKING SYSTEM, AT QUATER POINTS, MAX 24" G.C. CONTINUOUS ALUMINUM PIANO HINGE SECTION THRU HORIZONTAL VARIES DISPLAY CASE FRAME 3/16" 0 ALUM. RIVETS TYP. 1/8" THICK ALUM. CORNER KEYS, MIN. 2, MAX. 4 PER FRAME /DOOR ASSEMBLY CORNER KEY DETAIL THIS DRAWING IS PROPRIETARYAND FORTHE SOLE USE OF OUR JPROIECT NAME CUSTOMER AND MAY NOT BE COPIED OR REPRODUCED WRHOUT 11882 (1811 PRIOR WRITTEN CONSENT FROM DUO-GARD INDUSTRIES, INC. LEAD TIME BEGINS UPON RECIEPT OF SIGNED SHOP DRAWINGS IDESCRIPTION DISPLAY CASE FRAME FOAM TAPE (OPTIONAL) TO PREVENT UNAUTHORIZED INSERTION OF MEDIA SHELTER EXTERIOR GLAZING MATERIAL A.THOMAS CONSTRUCTION - US ROUTE 1 APPROVAL SIGNATURE REV2 KAAD FRAME / SCHEDULE HOLDER DETAILS X / / PRJT MGR DWG DATE REV1 JW 11-20-98BDI SECTION THRU VERTICAL : 'TAT- seal t:Xp' APR 2 2 2016 Fn 2 R mr, SINGLE -SEAT BENCH PLAN VIEW TWO -SEAT BENCH PLAN VIEW 314.0 SCHEDULE 40 PIPE ARMREST/ ANTI -VAGRANT BAR 6. 716- PIPE TOP CAPPED ANDGROUNDSMOOTH 11GA ALUMININUM PERFORATED SHEET WITH MARGIN, BENTASSHOWN 41GA. ALUMININUM BARS, WELDED TO PIPE STANTIONS TYP. ALL CORNERS ROUNDED TYP. 1 1/4' SCHEDULE 40 ALUMININUM PIPE TYP. I-�2 Y 4'. 6-1 (2`Wq;WANT�I_q �W' ENS'' SINGLE-SEAT INTERIOR BENCH TWO -SEAT INTERIOR BENCH FRONT ELEVATION SECTION THROUGH BENCH (WITH BACK) �Q:.; THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OUR rnu�tul rvnMc C NOTBECOPIED OR REPARD INDUCED WITHOUT CUSTOMER ND WRITTEN ,INC.11882 PRIOR WRITTEN CONSENT FROM DUO-GARD INDUSTRIES, INC. 18111-24 A.THOMAS CONSTRUCTION - US ROUTE 1 DUO D LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS DESCRIPTION APPROVAL SIGNATURE DATE -GAR FORGE AHEAD. BENCH DETAILS Duo -Gard Industdes, Inc. PRJT ENG PRJT MGR DRW'G DATE REV REV2 Tel (734) 207-9700 Fax (734) 207-7995 www.duo-gard.com X ( KK J W 3/26, NTS ©©' RFrFI\•7.D MAI 11 hula COMPONENTS OF CONTRACT PLANS SET BUS SHELTER PLANS A DETAILED INDEX APPEARS ON THE KEY SHEET OF EACH COMPONENT INDEX OF BUS SHELTER PLANS SHEET NO. SHEET DESCRIPTION I KEY SHEET 2 SUMMARY OF PAY ITEMS 3 PROJECT LAYOUT 4 GENERAL NOTES 5-6 BUS SHELTER DETAILS 7 SLAB FOUNDATION DETAIL 8-23 SITE PLAN n To Kissimmee � GOVERNING STANDARDS AND SPECIFICATIONS: Florida Department of Transportation, 2015 Design Standards and revised Index Drawings as appended herein, and 2015 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents. For Design Standards click on the "Design Standards" link at the following web site: http://www.dot.state.fl.uslrddesignl For the Standard Specifications for Road and Bridge Construction click on the "Specifications" link at the following web site: http://www.dot.state.fl.us/specificationsoffice/ REVISIONS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32...................................................................REVISED 3/2/16 CONCEPT PLANS PREPARED BY: KIMLEY-HORN AND ASSOCIATES. INC. 1920 WEKNA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 Q i . f560845-0665 PHONE 1561)863-8T75 FAX KEY SHEET REVISIONS DATE DESCRIPTION 310116 UPDATED EOR.REMOVED REPORT OF SOIL BORINGS SHEETS 24-32. C,/1 CITE' OF PORT ST. LUCIE CHIPLEY STATE OF FLORID ALW ASSE PENSACOLA � �E ' JACKSaN✓ILIE CONCEPT BUS SHELTER PLANS n FOR Q.-� I NELAN US / TRANSIT CORRIDOR BUS SHELTERS MIN.SETBACKREQ. _ OR CPSL NO. 20130119 AmRT FRONT_ rauPa SIDES FT PIERCE Lt D I z CNR SIDES F"4 1 Py To � ZN Vero Bach MILES REAR (0 1 ^ NAPIES FT LNIOEROAIE C I7 -�-ii \\\IUIIIIf/// 1 cCH W. JA,III, � No. 5j0602 / ': 5A STATE OF FLORIDP:•' ea�� S0II I *1 A..0\\\\\ Y PLANS PREPARED EY: CONTRACT NO. C9084 VENDOR NO. VF-560-885-6I5-001 CERTIFICATE OF AUTHORIZATION NO. 696 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. ROAONAY PLANS ENGINEER OF RECORD: P.E. NOs 50602 1j To West Palm Beach YEAR NO. FISCAL SHEET CITY OF PORT ST. LUCIE PROJECT MANAGER: CLYDE CUFFY 1 /5 1 1 DATE 312116 U SQL 3 0 z y m m UPDATED FOR BLOCK. 0 -n 'per TC MEDICAL CENTER SHEET 18 LC c� CRACKER BARREL m SHEET 19 LOWES & BJ SHEET 20 O BRITT ROAD m SHEET 22 z MARTIN COUNTY 8 v c� jl oL-o �� CHASE BANK SHEET 16 r - CVS PHARMAC STi SHEET 17 \ 1 5 �5 1I5" 1\ ,--1 TOP \ 35 Cc Q vl z p \ Cr-W cc - LLJ J ti ~ (0 PINEAPPLE LV J COMMONS LU U SHEET 21 n O T ,o y y c n n, Certificate Of Authorization No. 696 Kenneth W. Jackson, P.E. P.E. License No. 50602 1920 Wekiva Way, Suite 200 West Palm Beach, Florida 33411 C- MIDWAY RD SOUTH SHEET 12 NE RIO MAR DR RIO MAR SOUTH SHEET 14 SABAL PALM PLAZA SHEET 10 STOP US 1/SR 5 5 NOT TO SCALE K-MART PLAZA SHEET 9 BENTON BUILDING SHEET 8 )P TOP y 43 m �l MIDWAY RD NORTH n RIO MAR NORTH ��y SHEET 11 SHEET 13 y� N PRIMA VISTA CROSSINGS SHEET 15 m f�\L -o, LP �� �GLr �Or O� T F L 6E�' C ±, , f� ST. LUCIE COUNTY CITY OF PORT ST. LUCIE 121 S.W. PORT ST. LUCIE BLVD PORT ST. LUCIE, FL 3498.1 ST. LUCIE BUS STOP LEGEND STOP ## I PROPOSED BUS STOP SHELTER PROJ AliT LAYOU SHEET NO. 3 7. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION OF THE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS/HER WORK AND SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN ANY NECESSARY WORK PERMITS THAT MAY BE REQUIRED PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL PROVIDE AT LEAST 2 BUSINESS DAYS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE COORDINATION OF CONSTRUCTION SCHEDULING BETWEEN THE CONTRACTOR AND ALL UTILITY AGENCIES. NOTE: THIS INCLUDES MEETING WITH UTILITY AGENCIES PRIOR TO THE PRE -CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONTRACTORS CONSTRUCTION SCHEDULE. 5. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE APPROVED BY THE GOVERNING AGENCY PRIOR TO ITS IMPLEMENTATION. 6. OVERALL CLEAN-UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCAL JURISDICTION OR FOOT STANDARDS. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. 7. ALL SIDEWALK RAMPS SHALL BE BUILT PER THE LATEST FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS AT THE TIME OF BID. 8. SIDEWALK AND BUS PAD CROSS SLOPES SHALL NOT EXCEED 2% POSITIVE OR NEGATIVE GRADE. SIDEWALK AND BUS PAD AREAS EXCEEDING 2% DURING CONSTRUCTION WILL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 9. ALL EXISTING DRAINAGE STRUCTURES ARE TO REMAIN UNLESS OTHERWISE NOTED, 10. THE CONTRACTOR IS REQUIRED TO SAW CUT EXISTING PAVEMENT AND PROVIDE EXPANSION MATERIAL WHERE NECESSARY TO PROVIDE A UNIFORM CONSTRUCTION JOINT FOR ALL AREAS REQUIRING WIDENING OR CURB CONSTRUCTION. THE COST ASSOCIATED WITH SAW CUTTING AND INSTALLING EXPANSION JOINT FILLER (112") WILL BE INCIDENTAL TO THE ADJACENT WORK. IL BENCHMARK DATUM IS FLORIDA STATE PLANE COORDINATE SYSTEM (EAST ZONE 901) NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). 12. ALL SIDEWALK PLACED OUTSIDE THE SHELTER PAD SHALL BE 4" THICK UNLESS OTHERWISE NOTED. 13. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 14. UTILITY OWNERS: COMPANIES AT&T/r COMCAST BOCA DELRAY CITY OF FT. PIERCE FT. PIERCE UTILITY AUTHORITY LEVEL 3 COMMUNICATIONS MCI AT&T/DISTRIBUTION SPRINT NEXTEL FLORIDA POWER AND LIGHT CITY GAS COMPANY OF FLORIDA CITY OF PORT ST. LUCIE MARTIN COUNTY BOARD OF COMMISSIONERS CITY OF STUART TECO PEOPLES GAS CONTACT GREG JACOBSON TONY SPRINGSTEEL TRACY TELLE VALERIE SCHULTE NETWORK RELATIONS CHUCK CZUMAK MARK GUTIERREZ MARK CALDWELL TRACY STERN RON MULLER MIKE LEPELLETIER/PAUL JOHNSON DAMIAN BONO DAVE TYLER YVONNE GOLDMAN TRAFFIC CONTROL PLAN PHONE NUMBER 813-342-0512 772-692-9010 772-467-3776 772-466-1600 EXT 3402 877-366-8344 EXT 2 941-906-6703 772-460-4443 321-287-9942 800-868-9554 321-638-3424 772-873-64241772-971-5182 772-288-5528 772-288-5377 954-453-0824 1. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE LATEST VERSIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND 600 SERIES OF THE FOOT DESIGN STANDARDS AT ALL TIMES. 2. INSTALL ADVANCE WARNING SIGNS AND BARRICADES IN ACCORDANCE WITH THE 600 SERIES OF THE STANDARD INDEX. 3. EXISTING POSTED SPEED SHALL REMAIN DURING CONSTRUCTION. TRAFFIC SHALL BE MAINTAINED ON PAVED SURFACES AT ALL TIMES. 4. EXISTING SIDEWALK WILL BE CLOSED AS NECESSARY TO ACCOMMODATE CONSTRUCTION. CONTRACTOR WILL PLACE NECESSARY SIDEWALK CLOSURE AND DETOUR SIGNAGE IN ACCORDANCE WITH STANDARD INDEX 660. 5. FLAGGING OPERATIONS MAY BE USED WHEN CONSTRUCTION ACTIVITIES OCCUR IN AREAS WHERE OTHER OPERATIONS ARE NOT POSSIBLE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH INDEX 600 SERIES. SITE / STOP ALONG ROADWAY DESIGN SPEED (MPH) BENTON BUILDING / STOP 2 SR 5 / US 1 45 K-MART PLAZA / STOP 4 SR 5 / US 1 45 SABAL PALM PLAZA / STOP 5 SR 5 / US 1 45 MIDWAY ROAD NORTH / STOP 43 SR 5 / US 1 45 MIDWAY ROAD SOUTH / STOP 8 SR 5 / US 1 45 RIO MAR NORTH / STOP 42 SR 5 / US 1 45 RIO MAR SOUTH / STOP 9 SR 5 / US 1 45 PRIMA VISTA CROSSINGS / STOP 41 E PRIMA VISTA BOULEVARD 35 CHASE BANK / STOP 70 S ENTRADA AVENUE 25 CVS PHARMACY / STOP 16 SR 5 / US 1 45 TC MEDICAL CENTER / STOP 37 SE HILLMORE DRIVE 30 CRACKER BARREL / STOP 35 SR 5 / US 1 45 LOWES & BJ / STOP 19 SR 5 / US 1 45 PINEAPPLE COMMONS / STOP 34 SR 5 / US 1 45 BRITT ROAD / STOP 21 SR 5 / US 1 45 vmwwbaf befou • CBllbdomyoudlg. r c` L �,N\\OH e us. 91f 0jpF�•;� 0x"tORIO 0NA �1�?\\\\\ REVISIONS DATE DESCRIPTION DATE DESCRIPTION C696imley-HQm and Associates CITY OR PORT ST. LUCIE SHEET Certificate Of Authorization No. 696 IPI S.W. PORT ST. LUCIE BLVD NO. 312/16 r UPDATED FOR BLOCK. Kenneth W. Jackson, P.E. PORT ST. LUCIE, FL 34984 ����+��� NOTES P.E. License No. 50602 ROAD NO. COUNTY West 2PalmkBeach, Florida 33411 j I ST. LUCIE 4 5' X 12' BUS SHELTER 7' X 14' BUS SHELTER 1/4" CLEAR GLAZING, 1/4" CLEAR GLAZING, ONLY (BOTHPANELS BELOW S IDES) ARCH O2NLY (BOTHPANELS BELOW S IDES)ARCH 12" g ae••.a°e tta ::`ar ?ee 3;#EI 33e:e+ °atiM!is:Sr° .:asv` eti: ti `S,t # . TYP 3i"x`� +aa.•+..• tte TYP �° °e ::?e=3 tf:v a •. +:.t aEt°2°ai°iei�•`•�eii�iii .. a.. SIDE t�Jtet�' DE v :t.+... a .°... .sat; tittett.: • .a:.a a. •:: +: a: a�tt?ettstF;sie?iE=i ^x:.: •a,.:;#:? 1°::e• . c..a:.° a :.;=a a:;t: `E2?3 :�• ��ietsEi33t ?ti:33#:+..aa.a:.a:. EE``e#•`:... . I /2 %ai e v e s °e F~:teE; 6. :.a t REFiligigiiiiiiig REF °te 3:t e 3333t 3si r,l3?'.ss. s3t:3t:: ill ;titer; �. pummilgiliplill e.c3x:: 8 4" t? CLEAR ..:2. ?�°s°•.°•..•. . a'ss;? •=`++t:t=3a:t: CLEAR .3.: •.2• . :: 3. OPENINGeta 3�•°+.'•°tstttistt `tie ''•` �i `::::St: #::::. %tt< OPENING :;:;�a#?tt?tjet ett the#ac3;; •:s3s t?e` to'tiFei a ?F?=3?tF?Et?tits??? 8.5•=s? a?s +:: r " ,7 seE=a.+ i`°3t e=?e tse etiati.:.+: 333tt FRONT ELEVATION SEE NOTES (BELOW) NOTES (BLOW) _T SIDE ELEVATION FRONT ELEVATION ESIDE ELEVATION SEE FOR SHELTER WALL FOR SHELTER WALL MATERIAL AND DETAILS MATERIAL AND DETAIL 1.5" TYP MAP CASE 35' x 39" MIN. (SEE DETAIL SHEET 6) FRONT OF SHELTER SHALL BE FULLY OPEN 2.5" TYP 744" 168" ROOF 72' 84" ,ROOF LINE OF OVERHANG (ROOF) PLAN VIEW PLAN VIEW NOTES FOR BOTH SIZE SHELTERS N W JAC���/, 1. BUS SHELTER MANUFACTURED BYLL BE A REVERSE DUO -GUARD INDUSTRIES, INC (OR APPROVED EQUAL). \�L VAULT ROOF AS�� ?:•��CENS S 2. ALUMINUM FINISH TO CLEAR ANODIZED. 3. ROOF TO BE ALUMINUM NUM METAL STANDING SEAM PANS, "STONE WHITE" COLOR. 4. SHELTER SHALL HAVE PERFORATED PANELS ON THE BACK AND BOTH SIDES AND FULLY OPEN 50etV ON THE FRONT. PANEL WALL GLAZING TO BE 0.125 CLEAR ANODIZED PERFORATED ALUMINUM WITH 1/4" HOLES ON 3/8" STAGGERED CENTERS. 5. PRE -WIRED, PER THE MANUFACTURER FOR FUTURE ELECTRICAL SERVICE (SEE SLAB �O.•J7 J�pT,1".. „�`G •; FOUNDATION DETAIL SHEET). 6. A 35" X 39" MINIMUM MAP DISPLAY TO BE MOUNTED ON SIDEWALL OF SHELTER. / 7. PLEASE REFER TO SHEET 7 FOR BUS SHELTER PAD DETAILS. // .(N'•. F �6.ORl............ Q s 0NAI 1E\\��� REVISIONS Kimle Hom and ,Associates, Inc.C=OF PORT ST. LUCIE SHEET DATE DESCRIPTION DATE DESCRIPTION Certificate Of Authorization No. 696 l2l S. N. PORT ST. LUCIE BLVD NO. 3/2/16 Q UPDATED FOR BLOCK. Kenneth W. Jackson, P.E. PORT ST. LUCIE, FL 94984 P.E. License No. 50602 ROAD NO. COUNTY BUS SHELTER DETAILS 1920 Wekiva Way, Suite 200 5 West Palm Beach, Florida 33411 57. LUCIE tara.swann 31312016 1:42.03 PM KAWPB_Design\04G251003 0S I Transit Bus Shelters\044261003 Revl\roadway\SPDTRDOI.DGN 60" ROOF I Intl nc nVcnu Anlr /nnncl 1.5" TYP MAP CASE 35" x 39" MIN. (SEE DETAIL SHEET 6) OF SHELTER SHALL BE FULLY OPEN ZfFRONT 2.5" TYP ]68" 192' ROOF i � q i i i i i BICYCLE RACK DETAIL (NTS) BIKE RACK SHALL BE SERPENTINE STYLE AND HOLD 5 TO 7 BIKES. BLACK IN COLOR. INSTALL / MAP DISPLAY CASE DETAIL (NTS) THE MAP DISPLAY CASE SHALL HOLD A MINIMUM 35" X 39" SIZED MAP. MAP DISPLAY CASE SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 312116 1/7\ UPDATED FOR BLOCK. s�< SEC HOI C(....._....�. ��....� WATES SIDE OF PARKING FURTHEST FROM ROADWAY i i � a4 i i i i Kimley-Horn and Associates, Inc Certificate Of Authorization No. 696 Kenneth W. Jackson, P.E. P.E. License No. 50602 1920 Wekiva Way, Suite 200 West Palm Beach, Florida 33411 �u I 20" MIN TO 24" MAX /N DEPTH BENCH DETAIL (NTS) BENCH SHALL BE AN ALUMINUM THREE SEAT DIVIDED HOOP STYLE, BENCH SHALL PROVIDE FOR BACK SUPPORT. FINISH COLOR TO MATCH THE SHELTER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, UNIT MUST BE ANCHORED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION. BACK SUPPORT* F SEAT SURFACE N (PREFERRED) TO IX ABOVE THE D OR FLOOR *BACK SUPPORT SHALL EXTEND FROM A POINT 2" (MAX) ABOVE THE SEAT SURFACE TO A POINT ]8" (MIN) ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 2.5" (MAX) FROM THE REAR EDGE OF THE SEAT MEASURED HORIZONTALLY. ram. n r.v �!^ rFOR 8" l9weter Heavy Wall Steel Pipe Concrete Foundations 5ubleet to Suitable 5ite Conditions :\\\ASH 1W- JqC� tKfrfr��.i � Ns V -1E 1. `sOn/i u = No 50602 TRASH RECEPTACLE DETAIL (NTS) TRASH RECEPTACLE SHALL BE 32 GALLON WITH A BLACK / (V POWDER COAT FINISH. THE TRASH RECEPTACLE SHALL V/�/O(�. BE MODEL R32DR WITH MODEL R32L LINER,MODEL R32FC SURFACE KIT AS MANUFACTUREDIBYAND BEELSON PRODUCTS. SHOP DRAWINGS FOR THE TRASH RECEPTACLE SHALL BE SUBMITTED FOR BOLLARD DETAIL (NTS) APPROVAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, UNIT MUST BE ANCHORED. SHOP DRAWINGS FOR BOLLARDS SHALL BE �IIIII,��\\ SUBMITTED FOR APPROVAL. CITY OF PORT ST. LUCIE SHEET lEl S.W. PORT ST. LUCIE BLVD NO. PORT ST. LUCIE, FL 54984' BUS SHELTER DETAILS ST. LUCIE H L 2" EF n BUS SHELTER PAD PLAN N.T.S. #4 8" O.C. EACR WAY SECTION A -A N.T.S. (IN) (IN) (IN) 5' X 12' BUS SHELTER 84 168 12 7' X 14' 108 192 12 BUS SHELTER 312116 REVISED NOTE. REVISIONS 2" (ELECTRICAL CONDUITS (TYP) GENERAL NOTES AND SPECIFICATIONS PART I- GENERAL 1.01 PROJECT IDENTIFICATION: BUS SHELTER CONCRETE PAD PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC. BASED ON THE FOLLOWING INFORMATION: NOMINAL WIND SPEED: 116 MPH ULTIMATE WIND SPEED: 150 MPH WIND PRESSURE: 33.3 PSF EXPOSURE B RISK CATEGORY I PART 2 - WORK ELEMENTS / SPECIFICATIONS 2.01 GENERAL DESCRIPTION: THE WORK OF THIS CONTRACT INCLUDES CONCRETE AND STEEL. 2.02 WORK STANDARDS: A. ALL WORK TO BE PERFORMED PER ACI 224 ACI 546,AND PRODUCT_ MANUFACTURER'S SPECIFICATIONS, UNLESS B. WELDING:FEIiFONMED BY ANAWSCERTIFIED WELDER AND IN COMPLIANCE WITH AWS D.I.I. ALL WELD SIZES SHALL BE THE MAXIMUM ALLOWED BY MATERIAL BEING WELDED WITH E 70XX ELECTRODE. 2.03 REINFORCED CONCRETE A. ALL CONCRETE MATERIALS, PLACING AND HANDLING SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE PUBLICATIONS ACI 301 AND ACI 318. B. CURING OF CONCRETE SHALL BE IN STRICT ACCORDANCE WITH ACI 301 PROVISIONS. QC. ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI AT 28 DAYS. D. WATER SHALL NOT BE ADDED TO CONCRETE AT THE JOBSITE UNLESS SPECIFIC AUTHORIZATION IS INDICATED ON THE DELIVERY TICKET. NOTIFY ENGINEER OF TOTAL QUANTITY OF WATER ADDED TO ANY TRUCK. REPEAT NECESSARY TESTING IF WATER 15 ADDED AFTER 1NUTAL SAMPLING. E. ALL ANCHOR BOLTS SHALL BE ACCURATELY SET WITHIN A TOLERANCE OF +/- 1116 INCH IN BOTH ELEVATION AND LOCATION. F. ALL CONCRETE SHALL BE PLACED IN THE DRY. ALL FORMS SHALL BE FREE OF STANDING WATER. G. ALL CONCRETE SHALL BE VIBRATED IN PLACE IN ACCORDANCE WITH ACI RECOMMENDED PRACTICES. NO PLACING OF CONCRETE WILL BE COMMENCED UNLESS THERE ARE TWO OPERABLE CONCRETE VIBRATORS ON THE JOB SITE. INSTALL PULL BOX H. CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS, U.O.N.: FOR FUTURE USE. CONCRETE CAST AGAINST EARTH 3 IN. ALL OTHER CONCRETE 2 IN. STUB (.3) — 2" CONDUITS INTO BOX. 1. PROVIDE 314 INCH CHAMFERS ON ALL EXPOSED EDGES, EXCEPT AS OTHERWISE NOTED. (SEE PLANS FOR J. ANY TIES, STRAPS OR OTHER METALLIC FORMWORK ITEMS SHALL BE REMOVED TO A DEPTH OF I-1/2 INCHES MINIMUM BELOW FINISHED CONCRETE SURFACE. CONCRETE SHALL BE REPAIRED IN ACCORDANCE WITH ACI 301. LOCATION) Al W 1301 OFFSET BETWEEN NOTE: eY CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ANCHOR BOLT —_ SPECIFICATIONS AND SIZE TO KIMLEY-HORN AND ASSOCIATES PRIOR TO MATERIAL FABRICATION OR BUS SHELTER INSTALLATI01� ,1 Kimley-Horn and Associates, Inc. Certificate Of Authorization No. 69U Arnaldo A. Artiles, P.E. P.E. License No. 70645 1920 Wekiva Way, Suite 200 West Palm Beach, Florida 33411 K. FORMED SURFACES SHALL RECEIVE A SMOOTH -FORM FINISH IN ACCORDA CE ITH AC ADJACENT PIECES OF FORMWORK FACING MATERIAL SHALL NOT EXCEED "CLASS A' TOLERANCE REQUIREMENTS OF ACI 117 (I.E. 1/8 INCH MAX. OFFSET). L. SLAB E INSACCFORDANCE WITH "VERY FLAP TROWELED FINISH REQUIREMENTS WITH F ACI 1170(I.E 1/8INCH MAX 0IN510HALL FEET). M. WHERE A NONSLIP FINISH IS REQUIRED, GIVE THE SURFACE A BROOM FINISH OR DRY -SHAKE APPLICATION OF FINELY CRUSHED ABRASIVE PARTICLES. N. COORDINATE SIZE, TYPE AND LOCATION OF ALL PENETRATIONS, CONDUIT, CHAMFERS AND EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT. 0. MINIMUM COMPRESSIVE STRENGTH CONCRETE ELEMENTS UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 2.04 REINFORCING STEEL A. REINFORCING STEEL SHALL BE OF DOMESTIC MANUFACTURE AND IN ACCORDANCE WITH ASTM A615 WITH SUPPLEMENT, GRADE 60; MAXIMUM WORKING STRESS OF 24,000 PSI. B. TOLERANCES FOR REINFORCING BAR FABRICATION SHALL CONFORM TO THE CURRENT CRSI MANUAL OF STANDARD PRACTICE. C. ALL REINFORCING STEEL SHALL BE UNCOATED (BLACK) DEFORMED BARS AND SHALL BE FREE FROM LOOSE RUST, SCALE OR OTHER COATINGS. D. ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE WITH BAR SUPPORTS AND SPACERS. VERIFY THAT PLACEMENT OF REINFORCING STEEL WILL NOT CONFLICT WITH SUBSEQUENT INSTALLATION OF ANCHOR BOLTS, FASTENERS OR FIELD -DRILLED COMPONENTS. E. UNLESS OTHERWISE NOTED, LAP BOTTOM STEEL OVER STRUCTURAL SUPPORTS AND TOP STEEL AT MIDSPAN. F. ALL LAP LENGTHS SHALL BE IN ACCORDANCE WITH ACI 318, ACI 530 AND CRSI STANDARD PRACTICES, U.O.N. G. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS AND ALL BARS IN WALLS U.O.N. H. ACI STANDARD HOOKS SHALL BE USED AS A MINIMUM, U.O.N. � I THE DIILEANSDIMEPERTAININGN IS TO LOCATION CTO FACE OF REINFCONCRORCING BARS ARE TO CENTERLINE OF BARS EXCEPT WHERE TE 00 A• qR �iki \_�pENSF *11� N� r *�FORCINGNSTOEELNP 4� Innnm IG CITY OF PORT ST LUCIE 121 S.W. PORT ST. LUCIE BLVD PORT ST. LUCIE, FL 54984' ROAD NO. COUNTY ST. LUCIE FABRICATING REINFORCING STEEL. DO NOT DRAWINGS OR SHOP DRAWINGS. AND SUBMIT DRAWINGS SHOWING LOCATIONS EYWAYS AND ADEQUATE DOWELS AT ALL CONSTRUCTION DRAWINGS. STRUCTURAL DRAWINGS FOR FIELD USE. INSPECT 1: {�"�� G SLAB FOEWDATYONT DETAIL SHEET NO. 7 I FGFNDr ®BUS SHELTER AND FOUNDATION PAD SEE DETAIL THIS SHEET f CONSTRUCT 4" THICK CONCRETE SID, * SEE BICYCLE RACK DETAIL (SHEET 6) A 1 w CONTROL POINT SET MAG NAIL S DISK STA 11+20.30, 0.00' RT EL 14.89 N = 1090751.3850 E = 875411.4080 EXIST. 6" WM R/W LINE (TO REMAIN) N ENTRADA AVE +16.15 ei 5s.ii +08.60 6.18' RT Un EXIST. EDGE OF PAVEMENT 20.7Z RT EL 15.84 v 0 N ENTRADA AVENUE EL 15.86 ] ] _ — — — — — — — — — — — — — — — — — — — — — 6 CLEAR EL 14.80 ZONE BICYCLE BICYCLE PARKING EL 15.26 AREA * _ _,INSTALL PULL BOX (SEE SHEET 7) 0 5 '0 SEXIST. TRAFFIC SIGN (TO REMAIN) feet _____M________..._M..____...._. M------------ M------------ M ----- M------ - _ — — — — — — — _ — — _ _ — — _ — — _ — _ _ _ _ _ _ _ — — — _ — — EXIST. BUS CONTROL POINT STOP SIGN SET MAG NAIL @ DISK xK (TO REMAIN) STA 12+14.58, 0.00' RT EL 14.84 SURVEY N = 1090834.5730 BASELINE I• E = 875366.8240 SITE 9 EL 14.63 12 N 28" AF 20" W 8.27' RT MATCH — — — F- _ EXIST — — — — — — — — — — — EXIST L —I— — — a,SIDEWALK— ----_-- EL ]4.98 +54.80 = _ _ 13.22' RT COORDINATE WITH ST. LUCIE COUNTY _ MATCH TO RELOCATE EXISTING BENCH EXIST ___ -- --- _______ M------------ M____ .__.___ _. ---- +30.11 +33.13 EXIST. INLET (TO REMAIN) ♦� 20.72' RT 13.18' RT 13.33' RT 9.83' RT 9.85' RT � EXIST. 1Z' WM MATCH EL 15.73 EL 15.64 EL 15.70 EL 15.69 (TO REMAIN)) EXIST ~ SR 5 / US ] ♦— �] E FIRE x^-�k AO% C= 12' SHELTER DETAIL SCALE: 1"=S 312116 IlA UPDATED FOR BLOCK. SHELTER DETAIL KEY LEGEND OTHREE SEAT DIVIDED HOOPSTYLE BENCH. SEE SHEET 6 FOR DETAILS. O32 GALLON STEEL TRASH RECEPTACLE. SEE SHEET 6 FOR DETAILS. O LIMITS OF BUS SHELTER PAD. 2S, SEE SLAB FOUNDATION DETAIL (SHEET 6). OLIMITS OF BUS SHELTER. SEE SHELTER DETAIL (SHEET 5). A rtificate Of Authorization No. 696 Kenneth W. Jackson. P.E. P.E. License No. 50602 1920 Wekiva Way, Suite 200 ast Palm Beach. Florida 33411 TYPICAL SECTION (NTS) CITY OF PORT ST. LUCIE 121 S.W. PORT ST. LUCIE BLVD PORT ST.. LUCIE, FL 54984 ST. LUCIE NATURAL GROUND STOP 9: RIO MAR SOUTH SITE PLAN SHEET NO. 14