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Z-5534-C Map 4I MEHAFFY CONSTRUCTION CO. BANK OF AMERICA EXISTING CURB SITE NOTES INLET BE I INLET I RELOCATED � EXISTING CURB 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL 2 1 �\ N II SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, I II SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., I 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. — _ — — — — ------------ NEW CONCRETE — — — — — — — - - EXISTING POWER 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CURB AND 18" CULVERT (RCP) — — — — — — — — _ _ — POLE I — — -- 1 POWER POLE GUTTER (TYP.) CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA SS = �f — STANDARDS. r —_ _ — — — — — E�s — — SS _ -- 0 E — — 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT _ _ SS RETAINING WALL LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, —3H0-- - --- 1 ; 'S EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT EXISTING POWER n —31-40 -) r UTILITY ENTRANCE LOCATIONS. POLE ---------- ,L --3N0 `4 z I 4. ALL CURB DIMENSIONS AND RADII ARE TO FACE OF CURB UNLESS o RELOCATE EXISTING to CURB INLET 0 ` OTHERWISE NOTED. im 5. ALL PAVEMENT MARKINGS DIMENSIONS FACE OF CURB UNLESS OTHERWISE 1-1; _ — rn ABANDONED G NOTED. t?~� 6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT WATLi ER METER I SPECIFICATIONS. �S, �`\ /' 1 j 7.07 I P = 7. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA • STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE : ` / i� RESTRICTIVE. _ — — I NEW DUMPSTER _ _ TO BE ENCLOSED .. I - 8. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR � ..< . Ll TO CONSTRUCTION START. j I I � � � � ;� � � .. I _- � �-" HANDRAIL 9. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND EXISTING 4' �- - " ! -, T = RETAINING WALL PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. WOOD FENCE HEAVY DUTY WHITE DIRECTIONAL 10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, � CONCRETE PAD �� ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR ARROWS (TYP) / I I NEW BRICK I MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC I I I VERS TO AND FROM THE SITE. NEW 6' WOOD ACCESSIBLE NEW BALCONY 11 FENCE PARKING (TYP.) I PLANTER I " ACCESSIBLE STRIPING (TYP.) I' I rcl enln frvo t � � NEW CONCRETE CURB AND GUTTER (TYP.) EXISTING INLET WITH EXTENSION 0 0 rn„„v rr� ,o ivv„o J rv1„t5 IV1„tl /VI„Lf --- /V1„?j /V\ 8 —� - INSTALL "LEFT TURN PROHIBITED” SIGN "LOCAL TRAFFIC rn 77 ONLY SIGN CONCRETE FLUME / EX. CONC. APRON INSTALL "RIGHT I Know what's below. TURN PROHIBITED” EX. CONC. APRON ` --- EX. STREET SIGN EX. STREET J Call before you dig, LIGHT LIGHTJ --- -------------------------- ----------- ------ --- 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftonfull.com CERTIFICATE OFAUTHORIZATION., pF AUTyo���. CRAPTON, TULLa r- ASSOCIATES, INC ry- No. 109 =y o `zv 2 �Tr"JA'AS Ertit���� GRAPHIC SCALE IN FEET 10' 0 10' UNIVERSITY & R STREET Key Plan I No. Description Data 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. S.sFUCTION ° PROJECT N0: ISSUEDATE: 5/21/18 �o� THIS CONTACT: B.PETERSON DOCUMENT IS m CHECKED BY: s PRELIMINARY IN ” NATURE AND IS NOT PRELIMINARY N A FINAL, SIGNED o PLANS 3 AND SEALED DOCUMENT ©2018 Crafton, Tull & Associates, Inc. �6' 00 Nolionbis� SITE PLAN C-101