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HomeMy WebLinkAboutS-1739 Map 3W SITE NOTES LIGHT DUTY PAVEMENT 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WAL7HAULING MELVIN HALL AT 501-91$-5217 OR 501-590-7465 FOR SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO,NS OF ANY WORK IN HE PUBLIC RIGHT-OF-WAY PRIOR TO SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS,T OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATION ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BYREMENTS PRIOR TO COMMENCING WORK. HEAVY DUTY PAVEMENT OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREINOF FILL MATERIAL ON OR OFF PROJECT SITES OVERSHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONL STREETS REQUIRE APPROVAL PRIOR TO A GRADING PERMIT ONLY. BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC ENGINEERING AT 621 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL S. BROADWAY 501-379-1805 WITH ANY QUESTIONS OR FOR MORE HEAVY DUTY CONCRETE PAVEMENT CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA INFORMATION. STANDARDS. 12. PROVIDE SIDEWALK RAMPS FOR THE DISABLED WITHIN THE PUBLIC___..__ --- — 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT RIGHT-OF-WAY AT STREET CORNERS, DRIVEWAYS, AND OTHER LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, LOCATIONS AS NEEDED TO ELIMINATE STEPS IN THE SIDEWWALK. THE SIDEWALK SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING MAXIMUM SLOPE OF RAMPS IS 1:12 WITH 1:10 SIDE SLOPES. A FOUR DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. FOOT LANDING AREA MUST BE INSTALLED AT THE TOP OF THE RAMP. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE SLOPE CANNOT EXCEED 2% IN EITHER DIRECTION. RAMPS MUST BE --_._.._----------__------ r NOTED, CONSTRUCTED PER PUBLIC WORKS STANDARD DETAILS PW-48 THRU / % " ` — — — — — — — — — 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT PW-53. A ONE (1) YEAR MAINTENANCE BOND FOR NEWLY INSTALLED `/ �� er S 87' 44' 45" E 77.43 / SPECIFICATIONS. IMPROVEMENTS IN THE RIGHT-OF-WAY MUST BE. PROVIDED TO PUBLIC J 6. ALL. CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO WORKS, CIVIL ENGINEERING PRIOR TO THE ISSUANCE OF A CERTIFICATE f ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE OF OCCUPANCY. RESTRICTIVE, 13. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB :, J % ✓ _-•--- ~ ___ ----- -...— 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY APRONS PRIOR TO CONSTRUCTION START. WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE. REMOVE 8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, ABANDONED DRIVEWAY CUTS AND INSTALL CURB, GUTTER, AND AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT, SIDEWALK. ALL WORK WITHIN THE PUBLIC RIGHT--OF-WAY SHALL `, rf! s -' s?�, % 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, CONFORM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA 1 x;, %; /,✓ �✓ DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY GUIDELINES. ` �✓! --s ®�/ AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND C 14. CONTACT MELVIN HALL AT 501-918-5217 OR RICKY WHITE AT VEHICULAR TRAFFIC TO AND FROM THE SITE. 501-744-1771 FOR INSPECTION OF CONSTRUCTION OF RETAINING �� - r // _ _= 3 _ •. ✓ WALLS. INSPECTIONS INCLUDE WAiI. FOUNDATION AGGREGATE FOR SPACING DEPTH AND GRADE; TOP OF WALL FOR GRADE �G elP� -� NLOCATION; AND FINAL INSPCTIONORNDSPACING IN ACCORDANCE.WIH L.I. EHEIGHT16---- � � SECURED PARKING: 75 STALLS UNSECURED PARKING: 68 STALLS TOTAL PARKING: 143 STALLS �' r P �.GENEftATOft \` lb JN XY/ray J /O 8' BLACK MINI-MES.H----- Z BEHIND RETAINING WALL /� ✓Z SEE ARCH PLANS FOR DETAILS / i r ¢11, 8' BLACK MINI -MESH 4` 1; \ SEEIN RETAINING GRADING PLAN ALL \k \ CURVE # LENGTH I RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 86.32' 1930.00' 5`19'06" N 250 58' 31" W 86.29' C2 322.73' 450.00' 41 D05'30" N 710 50' 47" E 315.86' C3 62.83' 40.00' 90000'11" S 4.20 44' 45" E 56.57' C4 416.91' 930.00' 25041'07" S 100 34' 45" E 413.43' ELECTRICAL TRANSFORMER PAD rs1 0 RETAINING WALL SEE GRAD'_NG PLAN MISO PROPOSED FACILITY 50,356 SQ. FT. FFE = 504.00 PROPOSED ADA PARKING 13.4 VISITOR ENTRY EMPLOYEE ENTRY / �— PROPOSED / BOLLARD (TYPA CONC. DUMPSTER RECESSED SCISSORS DOCK °... LOADING PAD LIFT SEE ARCH. PLANS ... 'i .2Qg. HEAVY DUTY - t 34.25 PAVEMENT t K$ S [ZING GATE: - < ENTRAN AND GATE SEE A H PLANS c® �I `C" /---- .75' GUARD RAIL ---= _—__ 10• BUILDING ���rr�tS'�Ep7°pE3{ACK�9 RbS'CAPE IfUFFER ------------- N 87' 41' W W 550.03' am �. - 8' BLACK MINI -MESH BEHIND RETAINING WALL Arm Irrilm 96 0 GRAPHIC SCALE IN FEE-[ 30' 0 30' PROPOSED TYPE 5 RAMP PER CITY OF LITTLE ROCK STANDARD DETAILS -PROVIDE CURB OPENING TO �� \ tl .. "� \—PROPOSED CONCRETE ACCOMMODATE SLIDE GATES \\ \ DRIVE PER CITY OF LITTLE ROCK DETAILS PROPOSED ADA RAMP i PROPOSED STZ3P SIGN ' \ 8' K8 SECURITY \\ FENCE TO CORNER l\\\ \ SEE ARCH PLANS FOR DETAILS /--.....BEGIN RETAINING RETAINING WALL \ \ % ------------ -RETAINING GRADING PLAN \ l \\ - RETAINING WALL REQUIRED FOR GATE TO REMAIN LEVEL \ \\ UPON SLIDING OPEN \ 0 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Grafton Tull C� engineering lsurveying 501.664.3245 t 501.664.6704 f www.craftonfull.com CERTIFICATE OF AUTHORIZATION: ,a+ -- I ASSOCIATES, INC. �r a , No.109 ,,ETANSAS ENDkNE�P CELEBRATING MISO FACILITY LITTLE ROCK, ARKANSAS Key Plan No. Description Data 1 CITY COMMENTS 10/18/13 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Grafton, Tull ds Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Grafton, Tull &Associates, Inc. STATE OF PROJECT NO: 12809102 V e� A (t ISSUE DATE: 10/25/13 11`E_�,JJJf�t1V CONTACT: J. KELSO (v*T (�'*��*7��+T CHECKED BV: I,IlU 1 C,1\LiL ,,.e ISSUED FORT AL REVIEW *INFER No. 9407 © 2013 Clatter, Tull &Associates, Ina ✓�`RRy ��C�O ,r J. SITE PLAN •.,._,.,., C-1CJ1 R1