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HomeMy WebLinkAbout3CBC-647-Rebel Kettle Map 2^I ¢W w in go rl 0) 2c I W N O \S- l< EXISTING ASPHALT 52.43' LOT 9 EXISTING ASPHALT (D m PROPOSED WALL PER OWNER 'V 11 / \ a 19.85' ` a a _ CONCRETE APRON ..4 N 88005*040 W 150.00'(PLAT) DOMES I rNEW HC MP RA O DOMES I I I EXISTING I GRAVELa EL { ..ow >¢ LU .. Lo 1 U7 ;. I. O .. �......-..i a E E ul a I C) U -'5';", 2.5' 10.04' . . EXISTING GRAVEL ': `';::' : I NEW FENCE ' I i PROPERTY LINE BUILDING LINE EASEMENT SANITARY SEWER LINE OVERHEAD ELECTRIC LINE WATER LINE STORM DRAIN LINE FENCE - CHAIN LINK FENCE - DECORATIVE IRON l LIGHT POLE �-� UTILITY POLE & GUY OS SANITARY SEWER MANHOLE 0 FOUND SURVEY MARKER AS DESCRIBED CALCULATED POINT ® MAILBOX SITE & GRADING PLAN wv WATER VALVE GENERAL NOTES FIRE HYDRANT 1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE 0 ROOF DRAIN CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES • BOLLARD OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. of ELECTRIC BOX 2. WARRANTY/DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN DO CURB INLET FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO ® TELEPHONE MH/PULLBOX WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL WATER METER INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A ® CONTEMPORARY BASIS AT THE SITE. SIGN 3. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, © GAS METER THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND O 14� TRAFFIC SIGNAL POLE PROPERTY DURING PERFORMANCE OF THE WORK, THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 4. ALL SLOPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET. 5. ALL DIMENSIONS ARE SHOWN TO THE BACK OF CURB. 6. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED WITH CRUSHED STONE. 7. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET. 9. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE. 10 HE SHALL OR AROUND ALL EROSIONLANDNCE RANAGENBOXEOS DRURINGRCONSTRUCTIONLTOTRAW CONTROLES \\\`\���`��1111oF•�•1A& SILTATION OF THE SITE. THOMAS _ 1z: - ENGINEER NG 00: — LANDSCAPE AREA NOTES: 2 No. 94 PAVEMENT AREA WITHIN BOUNDARY: 8718 SF ' LANDSCAPE WITHIN BOUNDARY1565 SF o ARKANSpS" 9a P1� , ��mnnnnmll� NEW HC RAMP \ NO DOMES DEDICATION \ EAST 6th STREET (60' R/W) NEW HC RAMP (PW-51) ----------- \ ------- - - - - -- NTE REGISTERED PROFESSIONAL ENGINEER .` ... . �y0 No.11643 ••.48 ..•�iii����� GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. , c