Loading...
HomeMy WebLinkAboutSW4191201_C02.02 DEMO_5/18/20200 2 w 0 0 N 0 0 0 N 0 0 w w U) O J 0 0 0 0 0 m 0 2 0 0 s 0 Of (.0 U a0 0 L a M w > E �Q LO Q co LL� a) 0 E N M 0 N 0)L M o� S09'08'2 3.56' T I ASPHALT DRIVE Iron II / c� I I li-- E _ %2'IRON S89'3324"w N8951' \ II II 11 i% i I I 7s� ON 8- 131.55' 164.94'Totol IRON -POST 168.59' 1 II II i I I 3/a"Iron I I I II I/M (1.74) _41111 I � W N00 � o Pr I o z GRAVEL DRIVE\� ill II ii-III--I--JS02'S1'S3"E GRAVEL DRIVE / 895839'W / / II�"Iron 10.40' lie -- - ------- 340.73' Tie - - -� / Iron / I / / / / GRAVEL DRIV I I � '� I - - - - / / / // l IR01� I I // // / Tie // _ _ IIII V - - - - ,q - - - - - - - - - - / - CONSTRUCTION LIM T5 - � _ - i / S89'58� 1 / - /_ / _ _ 1 "1 ON ++- 18" CDR I 'i I I I -- - iV it c —/ — /� /� T_ -� /- / 3 3.74' / 7 II I I I / // / // // // / 28" MAP I �1 i I o /� / // / // / o / 10 / / // // 8" UKN 28" MAPL II ! / / / z M4 CI II I� I I / / / / / / B -I i II I I i m B �/ // // // // / q,10 I ' III / / / / / / / / / / / / // / 1/ Z/ // 1c, 1 10 N II - I I �� II I� �/ / / �� // BENCHMARK - TOP OF I I I I / // / /CONSTRUCTION LlM W009 3160 BY TONUT /OPERATING BOLT 900.65 ri /582s"w—so74o��_— GRAVEL 6RI / // 06 _----- fTO r zk cry I � � I l I c� z,-I GRAVEL DRIVEFn 114 rn " Al 1, q 6" UKN I III o -L � -RAVEL DRIVE AXLE I' (/ IF /a'1RON - - S8948'07"E - - 1 200.40' � III —NIT �I SIDE SETBACK --- — m I I I n 1/ 1 m GRAVEL DRIVE I� 7' III _ _ li I 6 4" CEDAR 12" CHERRY l I d- LO 12" OAK m I 1 \ i I I 1" IRON S89'43'19'EJ718" IRON I II CL I S I R 37.71 ' Tie ll/ 6 / m I I I I I I I (WI I I I I c� MI RUB CONSTRUCTION LIMITS � A � c ra \ / I II I I o o � _ ' o ' 1l I I n 25' REA SETBACK �1 18" CONC.j o - z o ' ,/ \ I i p z QD ON S88 54'43"W 7 8 - - - - - 892 ' - W 2'1ron — JV89 58'06 "W I 6' - - / I / m - - - - �- N89'3247"W \ - /- 163.54' I )--------00�-28s9'E4— / 99.9_-__-=-_ o 199.16 --- � "33 - IrC0N-------- ------ ----896 %I ------$---^-_____ ASPHALT DEXTER RI ASPHALT DRIVE 8 ml 894 ---E ---------- �g- 896 S8 5 —E 6 z�E ---�—_ C -- x A 8T 310.11' m 1IRON T - ZD I I I m I c� I GENERAL NOTES LEGEND KEY NOTES 1. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED. 2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). J. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 4. ALL WASTE MATERIAL GENERATED FROM DEMOL17ION AC77WIlES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS 5. EXISTING SIZE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY BRADY SURVEYING COMPANY PA, PERFORMED MARCH 27, 2017 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 6. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING OPERATIONS CLEAR AND GRUB ALL AREAS AS SHOWN AND REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS. EXISTING TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS). ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING. 7. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS, THE CONTRACTOR SHALL CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS & PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS. CONTACT ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES, FUEL TANKS AND SEPTIC SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 9. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/UTILITIES. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS/UTILITIES NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTSAIlLI71ES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 10. CONTACT UTILITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVATION. 11. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ARCHITECT. 12 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF LEWISVILLE AND/OR NCDOT STANDARDS AND SPECIFICATIONS 13. ALL EXISTING VAULTS MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE. 14. DEMOL1710N AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND OTHER EXISTING PAVED SURFACES IN ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL NEW UTILITIES. ALL SUCH DEMOLITION AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK. SEE SHEET C07.07 FOR PAVEMENT REPAIR DETAILS. 15. THIS SITE IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ON F.I.R.M. MAP 3710588600J, DATED 11212009 AS BEING WITHIN ZONE "X-OTHER AREA". 16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UN77L THE OWNER N077FIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS OR RIGHTS -OF -WAY. STRUCTURES/UTILITIES TO BE REMOVED STRUCTURES/UTILITIES TO REMAIN OVERHEAD E ______ OVERHEAD ______ E ELECTRICAL ELECTRICAL UNDERGROUND UNDERGROUND ELECTRICAL ELECTRICAL FIRE PROTECTION ------FP------ FIRE PR07EC71ON------FP ----- GAS ------ G ------ GAS ------ G ----- SANITARY SEWER ------SS------ SANITARY SEWER ------SS ----- TELEPHONE ------ T ------ TELEPHONE ------ T ----- UNDERGROUND UNDERGROUND------UT----- TELEPHONE TELEPHONE FIBER OPTIC ------FO------ FIBER OPTIC------FO ----- WATER ------ W ------ WATER ------ W ----- FORCE MAIN ------FM------ FORCE MAIN ------FM ----- STORM DRAIN = _ _�i_�_ = STORM DRAIN INDIVIDUAL TREE � INDIVIDUAL TREE TO REMAIN. 0 TO BE REMOVED. LIGHT POLE LP LIGHT POLE LP Pp PP UTILITY POLE AV UTILITY POLE MANHOLE OMH MANHOLE O MH CLEAN OUT 0 CO CLEAN OUT O CO DROP INLET,CATCH BASIN ❑ DI, CB DROP INLET,CATCH BASIN ❑ DI, CB FIRE HYDRANT FH FIRE HYDRANT -6- FH WATER VALVE ® WV WATER VALVE 0 WV CONS7R./CLEARING LIMITS PAVEMENT, S/W, C&G TO BE REMOVED. TREE PR07EC71ON FENCE 0 BUILDING/STRUCTURE TO BE REMOVED BY OWNER. OTEMPORARY TREE PROTECTION FENCE, SEE DETAIL SHEET COZO1. Og CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS OCONTRACTOR RESPONSIBLE FOR REMOVAL OF EXISTING FOOTING, AND UTILITIES IN THEIR ENTIRETY. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. p EXISTING UTILITY LINE/STRUCTURE TO BE REMOVED/RELOCATED BY LOCAL UTILITY COMPANY. LOCAL UTILITY COMPANY SHALL DETERMINE THE LIMITS AND EXTENT OF REMOVAL/RELOCA110N OF U71LI71ES REQUIRED FOR NEW CONSTRUCTION. COORDINATE SCHEDULE AND WORK WITH LOCAL UTILITY COMPANY AND ARCHITECT/OWNER. OREMOVE FENCE. OREMOVE SIGN AND POST. RELOCATE SIGN ON NEW POST AS INDICATED ON SITE STAKING PLAN. OCAP AND ABANDON UTILITY IN ACCORDANCE WITH SPECIFICATIONS OEXISTING STRUCTURE TO BE REMOVED. OREMOVE EXISTING PAVING IN ITS ENTIRETY. OEXISTING WELL TO BE ABANDONED PER STATE AND COUNTY REQUIREMENTS. NOTE: NO EXISTING WETLANDS ARE PRESENT ON THIS SITE. DELINEATION REPORT COMPLETED BY PILOT ENVIRONMENTAL, INC. CATHERINE L. CARSTON (PROJECT MANAGER) & MICHAEL T. BRAME, PWS (PRINCIPAL) GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 852 856- � w -3/a"IRON / / / / / / / / / I I I 16C Piedmont Leaf Lofts 404 East 4th Street, Winston-Salem, NC 27101 Phone 336 722 6152 Fax 336 722 6192 www.mckissickassociates.com Consultants: Consultant Name Civil/Structural/MEP Seal: CLH DESIGN, P.A. 400 Regency Forest Drive Suite 120 Cary, North Carolina 27518 Phone: (919)319-6716 Fax: (919)319-7516 LA: C-106, PE: C-1595 ' IIIi�J►�fI .•` O` \A CAR 14 i 1566 . jC tJoJ.J0///0*10 If-8-10I ISSUE LOG Distribution Date No. Client: WINSTON-SALEM FORSYTH COUNTY SCHOOLS LEWISVILLE MIDDLE SCHOOL Drawing Title: DEMOLITION PLAN AREA 2 Bid Documents Issue Date NOVEMBER 8, 2019 Project Number: Drawn by: 2017-8 RP/KL Drawing Number 02002