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<br />ELEV= 61625 N 27 000107' E / v ED
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<br />N 51 °4
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<br />PARN AWA4 A '
<br />S 88 °21'52' E
<br />129, 82
<br />ISTING OUTLET STRUCTURE
<br />;ER: 54" DIA., RIM 599.90
<br />RREL: 30" DIA. PIPE, INV. 588.50
<br />ERGENCY SPILLWAY:
<br />DTH: 20', ELEV. 602.9
<br />RMAL POOL: 193,000 S.F.
<br />W RIM ELEV: 600.15
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<br />NL7 TES
<br />1) AREAS BY COORDINATES,
<br />2) HORIZONTAL GROUND DISTANCES SHOWN,
<br />3) UNDERGROUND U TIL I TIES SHOWN SHOULD BE CONSIDERED
<br />APPROXIMATE, CONTRACTORS ARE ADVISED TO HAVE ALL
<br />UNDERGROUND U TIL I TIES MARKED PRIOR TO ANY EXCAVATION,
<br />UNDERGROUND U TIL I TIES ARE BASED ON FIELD MARKINGS BY
<br />UL,O,C,O, THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES
<br />BEYOND THOSE SHOWN HEREON,
<br />4) RATIO OF PRECISION= 1,,10.,000+,
<br />5) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
<br />TITLE REPORT; THEREFORE, THERE MAY BE ENCUMBERANCES
<br />AFFECTING TITLE ON THESE PROPERTIES NOT SHOWN HEREON,
<br />5) TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY
<br />RILEY SURVEYING, P,A,
<br />P17, BOX 16459
<br />CHAPEL HILL, NC, 27516
<br />ph 919- 667 -0742 Fx 919 - 402 -0234
<br />6) ALL PROPERTIES ARE WITHIN THE TOWN OF HILLSBOROUGH
<br />JURISDIC TION
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<br />AREA = 1.201' ACRES '
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<br />SCALE: 1 " = 40' -0"
<br />40 20 0 40 8
<br />LEGEND
<br />NEW EXISTING
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<br />NOTES:
<br />1. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD ELEVATION.
<br />2. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED
<br />BY RILEY SURVEYING, P.A.; PHONE: 919.667.0742.
<br />3. PRIOR TO BIDDING ON WORK AT THE SITE, THE CONTRACTOR
<br />MUST VISIT THE SITE TO FIELD VERIFY THE EXISTING CONDITIONS.
<br />4. NO WORK SHALL TAKE PLACE ON SITE UNTIL THE CONTRACTOR
<br />HAS CONTACTED NORTH CAROLINA ONE —CALL CENTER TO LOCATE ALL
<br />EXISTING UNDERGROUND UTILITIES.
<br />5. ANY INTERRUPTION OF UTILITY SERVICE MUST BE APPROVED
<br />AT LEAST 48 HOURS PRIOR TO WORK IN THAT AREA.
<br />6. ANY SIGNIFICANT CHANGES IN ACTUAL SITE CONDITIONS FROM THOSE
<br />SHOWN ON THE PLANS MUST BE BROUGHT TO THE ATTENTION OF
<br />THE ENGINEER.
<br />7. ALL EXISTING WALKS, PAVEMENT, CURB, ETC. WHICH ARE DAMAGED
<br />DURING CONSTRUCTION SHALL BE SAWCUT AND REPLACED TO MATCH
<br />EXISTING CONDITIONS.
<br />8. ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERWISE
<br />NOTED.
<br />9. ALL RADII ARE 5 FT., UNLESS OTHERWISE NOTED.
<br />10. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON THE
<br />SITE, THE APPLICANT WILL HOLD A PRE — CONSTRUCTION CONFERENCE
<br />WITH THE TOWN OF HILLSBOROUGH STAFF.
<br />11. ACCESS TO THE DUMPSTER AREA WILL BE ON ALL WEATHER, HEAVY
<br />DUTY PAVEMENT.
<br />device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Field house \Civil \CAD Files Current\1613 Sportsplex Field Housel6peu?laamg:END"Vr.dwg date /time printed: 9/29/2017 2:24:43 PM
<br />222 cloister court
<br />chapel hill, nc 27514
<br />919.401.8586
<br />www.cra- ae.com
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<br />no. revisions
<br />IVTOWN OF
<br />HILLSBOROUGH
<br />RESPONSE
<br />09/11/17
<br />drawn checked
<br />ETS MLH
<br />CONTRACTOR
<br />LAYDOWN
<br />PLAN
<br />sheet
<br />C1 m2
<br />date project no.
<br />09/11/2017 1613
<br />
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