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RIM=575.6 <br />OUT= 573.76"TCP <br />6"TCP6"TCPJ <br />ORANGE COUNTY <br />DB 104 PG 382 <br />PIN 9864-87-8123 <br />PB 2 PG 58 <br />ouououououououou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou <br />ou ou ou ou ou ou ou ou ou ou ou ou ou <br />oe oe oe oe oe oe oe oe oe oe oe oe oe oe oe oe oe oe <br />guy <br />oe <br />oe <br />oe <br />oe oe15"RCPCONCRETE FLUMECONCRETE FLUMEINV=576.4 <br />BLOCK RETAINING WALL <br />DB 259 PG 38 <br />BERTRAM & TOWNSEND <br />DB 5741 PG 95 <br />PB 3 PG 97 <br />PIN 9864874083 <br />JOHN KIRBY <br />DB 1013 PG 182 <br />PIN 9864875102 <br />JOHN HARTINGH <br />DB 4790 PG 132 <br />PB 3 PG 97 <br />PIN 9864874293 <br />ALLRED & WHITE <br />DB 5011 PG 231 <br />PB 3 PG 97 <br />PIN 9864874381 <br />ROBERT FROST <br />DB 6120 PG 454 <br />PB 3 PG 97 <br />PIN 9864874481 <br />SS SSSS SS SS SS SS SS SS SS SS SS SS SS <br />SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS <br />SS8"PVCSS SS SS <br />SS SS <br />N 00°05'31" E 585.70'595600 <br />605 <br />610 <br />593594596597598599601 <br />602603604 <br />606 <br />607 <br />608609 <br />595592593594596597598 585590583584586587588589591592SL <br />SL <br />OUT=562.28 <br />IN=562.39(W) <br />RIM=566.80 <br />UNABLE TO REMOVE METAL <br />RIM=567.59 <br />8"TC <br />DEBRIS RING TO GET INVERTS <br />S <br />L <br />S <br />L <br />8"PVC8"TC <br />OUT=562.72 <br />IN=563.28(W) <br />IN=563.28(N) <br />RIM=567.13 <br />SL <br />SL8"TC <br />S <br />L <br />SS8"TC8"TC <br />S <br />L <br />RIM=567.86 <br />IN=571.50(NW) <br />IN=572.11(NE) <br />OUT=570.08 <br />S <br />L <br />uu <br />SLSLSLSLSL <br />SLSLSLSLSLSLSLSLSLSLSLSLSLSLSL SL <br />SL <br />SLSL SLSLSLS <br />L <br />SLSLSL <br />SL <br />S <br />L <br />SL SLSL <br />W <br />W W W W WWWW8"TC <br />J <br />CONNECTION NOT FOUND 4"TCMH <br />MH12"TCJ <br />ABOVE GROUND 6"CPPSHOWN AS 35' PUBLIC R/W PB 3 PG 97A.K.A. NEW HAZEL STREET30' PUBLIC R/W <br />(VARIABLE WIDTH R/W) <br />588 <br />586 <br />584 <br />582 <br />589 <br />587 <br />585 <br />58 <br />1 5825815 <br />7 <br />6 <br />574 <br />573 <br />5 <br />7 <br />2 <br />572573574575576 577574 <br />573 <br />572 <br />571 <br />5 <br />7 <br />0 <br />569 <br />575 <br />580 <br />579 <br />578 <br />578 <br />577 <br />574 <br />573BYDATEREVISIONS132456PROJECT NO. <br />SHEET NO.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:DAS (DON.SEVER@SUMMITDE.NET)20-0014WHITTED COMPLEXHILLSBOROUGH, NC, 27278300 WEST TRYON STSITE PLANCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEMGA (MALLORY.ARMFIELD@SUMMITDE.NET)09-02-2020MGA (MALLORY.ARMFIELD@SUMMITDE.NET)ENGINEERING, INC.Know what's below. <br />before you dig.Call <br />R <br />CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT <br />LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION <br />OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. <br />CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE <br />THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT <br />ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. <br />20-0014_XC <br />C-2 EXISTNG CONDTIONS & DEMOLITIONPLAN1 inch = ft. <br />GRAPHIC SCALE <br />( IN FEET ) <br />30 <br />RICHARD E. WHITTED BUILDING <br />THREE STORY BRICK <br />TWO STORY BRICK <br />W/ BASEMENT <br />FFE=572.60'TWO STORY BRICK <br />W/ BASEMENT <br />FFE=573.60' <br />RECREATION BUILDING <br />TWO STORY BRICK <br />FFE=578.62' <br />ASPHALT PARKING <br />W/ HANDICAP SPACES <br />TW: 576.26' <br />BW: 576.23' <br />TW: 576.37' <br />BW: 572.71' <br />TW: 576.42' <br />BW: 572.61' <br />TW: 576.07' <br />BW: 575.61' <br />TW: 576.91' <br />BW: 576.01' <br />TW: 592.70' <br />TW: 593.10'TW: 593.37' <br />TW: 593.46'TW: 592.50' <br />BW: 592.20'TW: 592.51' <br />BW: 590.13' <br />TW: 587.52' <br />TW: 587.34' <br />TW: 592.53' <br />BW: 590.41' <br />TW: 585.90'TW: 585.18' <br />TW: 581.77' <br />TW: 581.65' <br />TW: 579.33' <br />BW: 577.18' <br />TW: 577.88' <br />BLDG: 577.08' <br />BLDG: 577.45' <br />BLDG: 577.79' <br />TW: 580.32' <br />BW: 577.43' <br />TW: 577.49' <br />DROP INLET <br />RIM: 575.55' <br />BLDG: 577.45' <br />BLDG: 576.91' <br />572.71' <br />ELEVATOR <br />TOWER <br />DROP INLET <br />RIM: 574.68' <br />BLDG: 576.33' <br />BLDG: 577.70' <br />BW: 580.21'BW: 580.21' <br />BW: 578.94' <br />BW: 579.48' <br />587.18' <br />586.28' <br />585.68' <br />584.72' <br />584.10' <br />583.24' <br />582.63' <br />581.82' <br />581.20' <br />580.16' <br />DROP INLET <br />RIM: 572.23' <br />572.52' <br />572.32' <br />DROP INLET <br />RIM: 570.14' <br />570.72'570.54' <br />578.09' <br />577.37' <br />576.60' <br />575.90' <br />575.19' <br />575.12' <br />575.06' <br />577.65' <br />577.43' <br />577.23' <br />577.16' <br />DEMO <br />CONCRETE <br />FLUME <br />DEMO TWO <br />INLETS AND <br />PIPE <br />DEMO <br />CONCRETE <br />FLUME <br />REMOVE 24" <br />SYCAMORES <br />18" MAPLE <br />4" MAPLE <br />TREE INVENTORY NOTES: <br />THE TREES SHOWN WITHIN THE SCOPE OF WORK THAT ARE LARGER THAN 12" DBH HAVE BEEN <br />SHOWN ON THE PLAN. THERE ARE TWO TREES (24" DBH) NEAR THE RECREATIONAL BUILDING THAT <br />ARE CONSIDERED A SAFETY ISSUE AND ARE BEING REMOVED AS PART OF THE PROJECT. <br />DEMOLITION NOTES: <br />1.ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN <br />ACCORDANCE WITH ALL APPLICABLE TOWN, COUNTY, STATE AND FEDERAL <br />REGULATIONS. <br />2.REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND <br />SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO <br />AND APPROVED BY THE COUNTY AND OWNERS PRIOR TO COMMENCING DEMOLITION <br />ON CORRESPONDING STRUCTURES. <br />3.THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE <br />PROVIDED AS PART OF THE SURVEY REFERENCED ON THIS SHEET. OTHER <br />UNIDENTIFIED UTILITIES OR SITE FEATURES MAY EXIST AND SPECIAL CARE SHALL BE <br />EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION TO PREVENT <br />UNINTENDED LOSS OF SERVICE TO SURROUNDING PROPERTIES. <br />4.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR <br />CONSTRUCTION/DEMO. ANY DAMAGED INFRASTRUCTURE IN THE RIGHTS-OF-WAY <br />CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO NCDOT STANDARDS. <br />THIS INCLUDES, BUT IS NOT LIMITED TO UTILITIES, CURB & GUTTER, PAVEMENT, <br />SIGNS AND ROADSIDE SWALES. <br />5.CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, IF REQUIRED BY <br />ENCROACHMENT PERMIT TO NCDOT FOR APPROVAL PRIOR TO ANY WORK WITHIN <br />THE NCDOT RIGHT-OF-WAY. <br />6.ALL UTILITIES TO BE DEMOLISHED TO BE REMOVED, DISPOSED OF, AND/OR <br />ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES. <br />SURVEY / EXISTING CONDITIONS <br />NOTES: <br />1.ALL BOUNDARY & TOPOGRAPHIC DATA IN AREA AFFECTED BY THIS PROJECT IS FROM <br />FIELD RUN SURVEY COLLECTED BY RILEY SURVEYING. VERTICAL DATUM NAVD88. <br />USGS DISK 543 ELEV. 541.77; GEOID 12A DATED JUNE 26, 2017. <br />2.ALL MEASUREMENTS ARE HORIZONTAL GROUND DISTANCES AND AREAS HAVE BEEN <br />CALCULATED BY COORDINATE METHOD. <br />3.THIS PROPERTY IS WITHIN THE NEUSE RIVER BASIN AND THE LOWER ENO <br />(UNPROTECTED) WATERSHED. <br />4.THE PARCEL IDENTIFICATION NUMBERS FOR THE SUBJECT TRACT IS 9864878123. <br />5.THE ASSIGNED STREET ADDRESS FOR THE SUBJECT PROPERTY IS 300 W TRYON <br />STREET, HILLSBOROUGH, NORTH CAROLINA. <br />6.THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN BASED ON VISIBLE <br />EVIDENCE AND DRAWINGS PROVIDED TO SUMMIT DESIGN. EXACT LOCATION OF <br />UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM THOSE SHOWN AND <br />ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. CONTACT THE APPROPRIATE <br />UTILITY COMPANIES FOR INFORMATION REGARDING UNDERGROUND UTILITIES AND <br />FIELD VERIFY LOCATION AND ELEVATION WHERE SUB-GRADE WORK IS TO BE <br />CONDUCTED NEAR EXISTING UNDERGROUND UTILITIES. <br />7.THIS SURVEY IS IN REFERENCE TO DEED BOOK 259, PG 38, ORANGE COUNTY <br />REGISTER OF DEEDS. <br />8.THE REFERENCE BEARING FOR THIS DRAWING IS BASED UPON THE NORTH <br />CAROLINA STATE PLANE COORDINATE SYSTEM. <br />9.THIS PROPERTY IS LOCATED WITHIN THE LIMITS OF THE TOWN OF HILLSBOROUGH, <br />NORTH CAROLINA. <br />10.THIS PROPERTY IS NOT WITHIN A FLOOD HAZARD ZONE AS SHOWN ON FIRM MAP <br />PANELS #37 10986400 K, DATED NOVEMBER 17, 2017. <br />11.THE CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT <br />RESIDENCES, BUSINESSES AND PROPERTIES AT ALL TIMES. <br />12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR <br />CONSTRUCTION/DEMOLITION. <br />BLDG: 575.48' <br />DEMO 32"X32" GRATED <br />INLET AND REPLACE <br />WITH 3-SIDED OPEN <br />THROAT CATCH BASIN <br />RIM: 589.2' <br />DEMO 6' OF <br />SIDEWALK; REPLACE <br />WITH STEEL PLATE <br />OVER NEW FLUME <br />DEMO 3' OF SIDEWALK; <br />REPLACE WITH METAL <br />DECKING OVER <br />CONCRETE FLUME <br />20" MAPLE <br />DEMO STAIRS <br />AND WALL <br />REMOVE AND <br />REPLACE FIRE <br />HYDRANT <br />EXCAVATE 1.5' <br />VERTICAL - 10' <br />WIDE IN FRONT <br />OF BLOCK WALL <br />AND FLATTEN <br />SLOPE FOR <br />LANDSCAPE AREA <br />REMOVE ONE <br />COURSE OF <br />BLOCK WALL <br />5.3' <br />SAWCUT AND REMOVE <br />CONCRETE AND BLOCK <br />STEPS AND REBUILD 5 STEPS <br />WITH SIMILAR MATCHING <br />STONE AND <br />TREAD WIDTH & HEIGHT <br />REMOVE AND REBUILD <br />STONE HEADWALL <br />THAT IS DETACHED <br />FROM STAIRS <br />DEMO RETAINING <br />WALL AND TWO <br />JOINTS OF 15" <br />RCP <br />DEMO HEADWALL <br />AND TWO JOINTS <br />OF 15" RCP <br />DEMO <br />CONCRETE <br />FLUME <br />DEMO SIDEWALK <br />DEMO <br />SIDEWALK <br /> CREPE MYRTLE <br />CREPE MYRTLE <br />12" MAPLE <br />REMOVE TREES <br />WITHIN AREA OF <br />TWO BRIDGES <br />SELECTIVELY <br />REMOVE 4" <br />TREES AND <br />SMALLER <br />REMOVE AND REPLACE SIDEWALK <br />AT ALL PROPOSED PIPE <br />CROSSINGS (TYPICAL) <br />EXISTING PIPE <br />TO BE <br />REMOVED <br />EX <br />BRIDGE <br />EX BRIDGE <br />UNDERGROUND <br />UTILITY <br />EXISTING <br />UNDERGROUND <br />UTILITY <br />UNDERGROUND <br />UTILITY <br />UNDERGROUND <br />UTILITY <br />DEMO 6" <br />ABOVE <br />GROUND PIPE <br />DEMO GRATE <br />INLET <br />9/2/2020 <br />DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03