Orange County NC Website
Browse       Search
DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 <br />AY�it�6 <br />SITE BENCHMARK <br />MANHOLE RIM <br />ELEV=6 616,85 <br />RIM = 616,85 <br />IN= 608,50 (SE) <br />OUT =603, 90 (SW) <br />14'SYCAMORE <br />N 27 °00'07 E <br />135,54' <br />5� SS <br />8- <br />Ste' <br />/ v <br />Q' <br />q111 <br />/ <br />4 <br />� �SlT <br />/ <br />/0 <br />�V <br />RIM = 618,30 S P / <br />IN= 600,18 (NE) f 7 s <br />OUT= 600,08 <br />N 51 °4 " W / ST NE WALK <br />/ <br />EXIST. <br />LAPIN <br />WILLOW 0 B <br />IX <br />oti 4- A <br />\ 0 0 <br />t <br />cQ. <br />s <br />l 121SY MORE <br />A-D 14 <br />IJo 15'MAPLE ® ®® EXIST, \ °r Tc <br />fta <br />14'M� ® f <br />15'WILLOW OAK <br />]RE � <br />NK our <br />=M7 L,P, A <br />�O 8 0 <br />� r <br />11111 _ <br />8w <br />NO4 \8 w <br />L ® I 11FLAG POLES ON <br />CONC. PADS 'C3 <br />o <br />1 I � <br />1 <br />1 <br />c — <br />d� <br />C_ \ <br />/ <br />FARM 044JAV X/ 0 X <br />E / e/ SENIOR( <br />S 88° 'S2" E _ _� / /� / ADDIT <br />129, 82 <br />F.F.E. _ <br />50' BUFFER <br />c, <br />of <br />EXISTING OUTLET STRUCTURE FV 3S <br />RISER: 54" DIA., RIM 599.90 <br />BARREL: 30" DIA. PIPE, INV. 588.50 \ <br />\ <br />EMERGENCY SPILLWAY: \ \ <br />WIDTH: 20', ELEV. 602.9 \ \ L,P, <br />NORMAL POOL: 193,000 S.F. \ <br />NEW RIM ELEV: 600.15 <br />\ - -- <br />EXISTING 15 -25% SLOPES <br />R -1 ORANGE <br />COUNTY ZONING <br />R -1 ORANGE <br />/ 'y COUNTY ZONING <br />XISTING DRIVEWAY <br />AND HOUSE TO BE <br />S REMOVED <br />AL <br />I <br />o\ POND Mp �d <br />o° <br />°0 cP C <br />° °8 <br />°° <br />60 04 — — — — — — — — — - Ir 0 <br />° 0 \ L,P, 9 R G LA M <br />° t*o <br />N <br />?00100S �. — — — — c/ <br />0 \ 50' BUFFER \ 10 R G LA L 12'�UM �p4I <br />00 6 ` <br />%0- o� 50900 \ 15 -GUM <br />° °d' °° 121GUM <br />°°� \ 121GUM <br />\ \ <br />oQ <br />° °L9 0 <br />�° FD l - <br />° 10L� <br />72 °1$'23 E S`. 50' BUFFER \ _ \ - ' <br />1 TGUM 14'GUM <br />5 / 9� �, / \ 14'MAPLE <br />1242 13 GUM <br />♦ - — S °`611" � \ <br />°27'2% 354- _ <br />' / 12'MAPLE <br />N 83 °26= w 127, 3) (� 43 32 2 <br />73' - � 1(TpTAL >/ ' ��'� 12'GUM 12'GUM <br />2,564" <br />\_ ' 9`Sjm S 89 °46'05" W 68,99' \ 2� O <br />� 41- � \]lam .! <br />49, 69 ow — <br />N J ° <br />\ 42,38" S, <br />5582' N 85 °35'53" <br />R -1 ORANGE <br />COUNTY ZONING <br />L./\1J 111140 UI \1 V t— W 1--1 I �J <br />2IAND HOUSE TO BE <br />DBPB7; REMOVED <br />k <br />PB 111 PG 1 ys \ I <br />P1N 98747173 <br />., <br />....... <br />DB 205S PG 63 <br />PB 85 PG 51 <br />p1N 9874719144 <br />ASPHALT <br />. ❖. ❖.•.�.�.v <br />%�::1 . TO BE EMOVED <br />. _ "40 <br />� Q <br />O <br />25'GUM �1� TRMW A &TS AVi% QWW <br />A� AAA AA AA <br />TREE TABLE <br />NUMBER OF TREES REMOVED: 60 <br />ro . - <br />iAMM K AWM <br />I2 -14 <br />pp JAD A PORTION OF 15 <br />38' UM WFIITFTEI.D FARM <br />' WB- 07 -E-421 <br />QQ PB 1 PG 46 <br />18' M P1N 98 74 7182 75 <br />XISTING DECK <br />TO BE REMOVED <br />24'GU <br />3'OAK 1 <br />0'P� <br />UM R -1 ORANGE <br />T <br />WELL 6V'iIISINFECTED, <br />0 GROUTED, AND ABANDONED <br />2410A ACCORDING TO NCDEQ STANDARDS <br />EXISTING DECK TREE PR❑TECTI ❑N <br />TO BE REMOVED FENCING <br />1 <br />TREE TO BE REMOVED <br />TYPICAL <br />NEW EXISTING <br />DEMOLITION - X - X - X X X X - <br />NUMBER OF OVER 24" REMOVED: 38 \ <br />% OF TREE COVERAGE PRE - DEVELOP ENT: 21.8% <br />% OF TREE COVERAGE POST - DEVELO MENT: 21.8% <br />*CALCULATED USING AERIAL IMAGERY VIA GO LE EARTH <br />NOTE: CONSIDERATIONS GIVEN TO SAVING ALL AVAILABLE <br />TREES IN BUFFER ZONE AND OTHER AREAS NOT IMPACTED <br />BY NEW FACILITIES <br />BUILDING <br />DEMOLITION <br />CONCRETE & ASPHALT <br />PAVING DEMOLITION <br />TREE REMOVAL <br />PAVEMENT PATCHING <br />---T. <br />NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD ELEVATION. <br />2. <br />TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED <br />BY RILEY SURVEYING, P.A.; PHONE: 919.667.0742. <br />3. <br />PRIOR TO BIDDING ON WORK AT THE SITE, THE CONTRACTOR <br />MUST VISIT THE SITE TO FIELD VERIFY THE EXISTING CONDITIONS. <br />4. <br />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. <br />ANY INTERRUPTION OF UTILITY SERVICE MUST BE APPROVED <br />AT LEAST 48 HOURS PRIOR TO WORK IN THAT AREA. <br />6. <br />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. <br />ALL EXISTING WALKS, PAVEMENT, CURB, ETC. WHICH ARE DAMAGED <br />DURING CONSTRUCTION SHALL BE SAWCUT AND REPLACED TO MATCH <br />EXISTING CONDITIONS. <br />8. <br />ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERWISE <br />NOTED. <br />SCALE: 1" - 40' -0" 9. <br />- <br />ALL RADII ARE 5 FT., UNLESS OTHERWISE NOTED. <br />10. <br />PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON THE <br />- - -- ---------------- <br />SITE, THE APPLICANT WILL HOLD A PRE - CONSTRUCTION CONFERENCE <br />40 20 0 40 80 <br />WITH THE TOWN OF HILLSBOROUGH STAFF. <br />11. <br />ACCESS TO THE DUMPSTER AREA WILL BE ON ALL WEATHER, HEAVY <br />DUTY PAVEMENT. <br />12. <br />ADJUST ALL EXISTING UTILITIES TO BE FLUSH WITH FINAL GRADES. TYP. <br />device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Fieldhouse \Civil \CAD Files Current \1613 Sportsplex Field Housel6p4e lnnmg:EN1DV L#T.dwg date /time printed: 11/20/2017 12:28:39 PM <br />i <br />222 cloister court <br />chapel hill, nc 27514 <br />919.401.8586 <br />www.cro- ae.com <br />I PY51 1#1 <br />z <br />� O <br />Z o <br />0 X Lu <br />� Q <br />V Lu v� <br />wa�z 0 <br />0 <br />Q0 o <br />O(n H <br />no. revisions <br />TOWN OF <br />HILLSB ❑R ❑UGH <br />RESPONSE <br />09/11/17 <br />TRC SUBMITTAL <br />11/20/17 <br />drawn checked <br />ETS MLH <br />DEMOLITION <br />PLAN <br />sheet <br />■ <br />date project no. <br />10/23/2017 1613 <br />