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HomeMy WebLinkAboutZ-5253-A Map 2RENOVATED PRESS BOX AND CONCESSION STAND INSTAL 6' VINYL ---------------- I COATED CHAIN NEW ASPHALT LINK FENCE PARKING pp, ------ RETAINING WA AROUND NEW DRAINAGE AREA i. 1 STORY TBRCK INSTALL 6' VINYL BATHROOMS COATED CHAIN LINK FENCE - INSTALL BROWN COLORED RIP RAP - - - - - - - - - - - 1 MY BRIO( I STORY BRICK nELD HOUSE 7 71 ((& LEGEND (EXISTING -"-(9) NEW COMPANION SEATS INSTALL ALL NEW HANDRAILS INSTALL VINYL COVERS/CAPS ON EXISTING BLEACHERS INSTAL 6 VINYL REPLACE AND INSTAL NEW "t COATED CHAIN BRACKETS LINK FENCE PROA POSED WIDENING OF STAIRS NEW TRACK SURFACE -7F, MALL FIELD LIGHTING TO REMAIN 6666 LEGEND (CONSTRUCT) 6666 SYMBOLS LINEWORK LIGHT PO"� 11 POWER P(XE CURB 0 TELEPHONE PEDESTAL 1206-- D TV PEDESTAL INTERMEDIATE CONTOUR MANHOLE INDEX CONTOUR 0 G FOUND IRON PIN EASEMENT GAS METER SANITARY SEWER LINE in N GAS VALVE O STORM SEWER PIPE GAS LINE 6666. LIGHT STRUCTURE NUMBER 0 WATER LINE WATER VALVE ::2i FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE —J —J IQ POWER POLE CURB Fi 7 Lei • WATER METER IS BACK FLOW PREVENTER OVERHEAD ELECTRIC A REDUCER FIBER OPTIC RECTANG-LAR DROP INLET, TV PEDESTAL INTERMEDIATE CONTOUR SHEET) OH TV OVERHEAD TELEVISION CIRCULAR DROP INLET, GRATED INLET OR JUNCTION CHAIN LINK FENCE BOX (SPECIFY ON PLAN 0 MANHOLE INDEX CONTOUR WOOD FENCE .7 x TRACK WITH 2 PLY 0 SANITARY SEWER CLEANOUT --SS---SS LONG JUMP & TRIPLE JUMP AREA RIGHT OF WAY POLYURETHANE TRACK PROPERTY LINE GAS METER SANITARY SEWER LINE SITE NOTES SURFACE THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, ><1 GAS VALVE GAS LINE HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. STORM SEWER PIPE REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL CURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. • 5. ALL PAVEMENT MARKINGS DIMENSIONS BACK OF CURB UNLESS OTHERWISE NOTED. DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) SPECIFICATIONS. 7. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS WATER VALVE '0 UGT CONTRACTOR SHALL ENSURE AL NECESSARY PERMITS ARE OBTAINED PRIOR TO 0 -'0U CONSTRUCTION START. II IJ 9. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND PAVEMENT TO FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE 10. F-!7% 9! NEW PLAY AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. U G E CLOCK EPLACE GOAL POSTS AIR RELEASE VALVE UNDERGROUND ELECTRIC .7 FIRE DEFARTMENT CONNECTION •0 WATER METER OVERHEAD ELECTRIC f. J 55 (9 SPRINKLER HEAD --UGTV LALA' OWN 93 ELECTRIC PEDESTAL UNDERGROUND TELEVISION 6666. MEMEN NEW TRACK M low INSTALL NEW INSTALL NEWSURFACE --OHTV ARTIFICIAL TURF FIELD ARTIFICIAL TURF FIELD OVERHEAD TELEVISION WITH FOOTBALL AND Mal WITH FOOTBALL AND Iff GRATED �NLET = SOCCER STRIPING SOCCER STRIPING t CHAIN LINK FENCE ..•V 1.6" TRENCH DRAIN � 'i DROP INLET WOOD FENCE D -ZONE 'A 6-0'.1 ri 1.1 1'1 J I i:1:1 -i- 1 1`1• r b STA NDING BARBED RE FENCE CURB o -"-(9) NEW COMPANION SEATS INSTALL ALL NEW HANDRAILS INSTALL VINYL COVERS/CAPS ON EXISTING BLEACHERS INSTAL 6 VINYL REPLACE AND INSTAL NEW "t COATED CHAIN BRACKETS LINK FENCE PROA POSED WIDENING OF STAIRS NEW TRACK SURFACE -7F, MALL FIELD LIGHTING TO REMAIN 6666 LEGEND (CONSTRUCT) 6666 aSET IRON PIN EASEMENT LIGHT PO"� 11 POWER P(XE CURB 0 TELEPHONE PEDESTAL 1206-- D TV PEDESTAL INTERMEDIATE CONTOUR MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUT A GAS METER SANITARY SEWER LINE in N GAS VALVE O STORM SEWER PIPE GAS LINE 6666. STRUCTURE NUMBER 0 WATER LINE WATER VALVE ::2i FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE —J —J IN AIR RELEASE VALVE Fi 7 Lei • WATER METER IS BACK FLOW PREVENTER OVERHEAD ELECTRIC A REDUCER FIBER OPTIC RECTANG-LAR DROP INLET, ❑BOX GRATED INLET OR JUNCTION UNDERGROUND TELEVISION (SPECIFY ON PLAN SHEET) OH TV OVERHEAD TELEVISION CIRCULAR DROP INLET, GRATED INLET OR JUNCTION CHAIN LINK FENCE BOX (SPECIFY ON PLAN SHEET) OVERLAY EXISTING CONSTRUCT WOOD FENCE .7 x TRACK WITH 2 PLY NEW CURB BUILDING SET BACK LONG JUMP & TRIPLE JUMP AREA RIGHT OF WAY POLYURETHANE TRACK PROPERTY LINE ---------- ROAD CENTERLINE SITE NOTES SURFACE THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATER IALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL CURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL PAVEMENT MARKINGS DIMENSIONS BACK OF CURB UNLESS OTHERWISE NOTED. 6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS 0 Z- '0 8. CONTRACTOR SHALL ENSURE AL NECESSARY PERMITS ARE OBTAINED PRIOR TO 0 -'0U CONSTRUCTION START. II IJ 9. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR NEW PLAY AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CLOCK EPLACE GOAL POSTS f. J 55 6666. NEW TRACK INSTALL NEW INSTALL NEWSURFACE ARTIFICIAL TURF FIELD ARTIFICIAL TURF FIELD -LUNIEti WITH FOOTBALL AND WITH FOOTBALL AND 1 0 SOCCER STRIPING SOCCER STRIPING t 6666 ..•V 1.6" TRENCH DRAIN � 'i D -ZONE 'A 6-0'.1 ri 1.1 1'1 J I i:1:1 -i- 1 1`1• r b STA NDING CURB 404'i 101I.— a if 1,0 1 ]'1 I'l I I -1' 0 U 0`1 1" 1' 1 EXISTI NG ASPHALT TO REMAIN CONSTRUCT 7 NEW CURB".. 6666. ........ . . ... ..6666... 6,666 7 17 6666 ALL FIELD LIGHTING TO REMAIN INSTALL 6' VINYL INSTALL NEW GATE COATED CHAIN IN EXISTING LINK FENCE LOCATION CONCRETE AND TOWER TO REMAIN INSTALL ALUMINUM BLEACHER AND - 8'x24 'PRESS BOX (STRURDISTEEL) - < MODULAR BLOCK RETAINING WALL H ST. • TREE TO BE REMOVED FIBER OPTIC RIGHT OF WAY ROAD CENTERLINE Arkansas One Call Know what's below. Call before you dig. 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineeiing1surveying 501.664.3245 t 501.664,6704 f www.craftontull.corn CERTIFICATE OF AUTHORIZATION: A& ....... Ong S, CRAFTON, TULL & ASSOCIATES, INC. No. 109 AS ` IWO GRAPHIC SCALE IN FEET 3 3 Si -OTT FIELD TRACK RENOVATION 5901 EVERGREEN DRIVE LITTLE ROCK, ARKANSAS Q, 0 0 M EMOM OR Do, ODILE PROJECT LOCATION aq co 15 No. Des<riptlon Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. PROJECT NO: 17805800 ISSUE DATE: 2/2/2018— C CONTACT: F. R'IGGINS FRANK CHECKED BY, R . Al ISSUED FOR RIGGINS BIDDING NO.4843 2017 Crafton, Tull & Associates, Inc. IC A N OVERALL SITE PLAN I C-101 LEGEND (CONSTRUCT) aSET IRON PIN EASEMENT LIGHT PO"� 11 POWER P(XE CURB 0 TELEPHONE PEDESTAL 1206-- D TV PEDESTAL INTERMEDIATE CONTOUR MANHOLE INDEX CONTOUR 0 SANITARY SEWER CLEANOUT A GAS METER SANITARY SEWER LINE in N GAS VALVE O STORM SEWER PIPE GAS LINE STRUCTURE NUMBER 0 WATER LINE WATER VALVE ::2i FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE —J —J IN AIR RELEASE VALVE Fi FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC Lei • WATER METER IS BACK FLOW PREVENTER OVERHEAD ELECTRIC A REDUCER FIBER OPTIC RECTANG-LAR DROP INLET, ❑BOX GRATED INLET OR JUNCTION UNDERGROUND TELEVISION (SPECIFY ON PLAN SHEET) OH TV OVERHEAD TELEVISION CIRCULAR DROP INLET, GRATED INLET OR JUNCTION CHAIN LINK FENCE BOX (SPECIFY ON PLAN SHEET) WOOD FENCE x BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ---------- ROAD CENTERLINE SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATER IALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL CURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL PAVEMENT MARKINGS DIMENSIONS BACK OF CURB UNLESS OTHERWISE NOTED. 6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 8. CONTRACTOR SHALL ENSURE AL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. II IJ 9. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. Arkansas One Call Know what's below. Call before you dig. 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineeiing1surveying 501.664.3245 t 501.664,6704 f www.craftontull.corn CERTIFICATE OF AUTHORIZATION: A& ....... Ong S, CRAFTON, TULL & ASSOCIATES, INC. No. 109 AS ` IWO GRAPHIC SCALE IN FEET 3 3 Si -OTT FIELD TRACK RENOVATION 5901 EVERGREEN DRIVE LITTLE ROCK, ARKANSAS Q, 0 0 M EMOM OR Do, ODILE PROJECT LOCATION aq co 15 No. Des<riptlon Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. PROJECT NO: 17805800 ISSUE DATE: 2/2/2018— C CONTACT: F. R'IGGINS FRANK CHECKED BY, R . Al ISSUED FOR RIGGINS BIDDING NO.4843 2017 Crafton, Tull & Associates, Inc. IC A N OVERALL SITE PLAN I C-101