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Home My WebLink AboutC101 - Demo Plan514963.00 STADIUM EXPANSION CAMPBELL FOOTBALL NO.REASON DATE w w w . l i t t l e o n l i n e . c o m infringement will be subject to legal action. without their written consent is prohibited and any reproduction, copying or other use of this drawing of Little Diversified Architectural Consulting. The This drawing and the design shown are the property Little 2012c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE ROBERT BISHOP, AIA SHANE WEBSTER, AIA LITTLE 01.30.13 T: 919.474.2500 F: 919.474.2545 410 Blackwell St., Suite 10 Durham NC 27701 PACKAGE SITE ICB WV Fire Hyd. Fire Hyd. WV N.C.G.S. North Carolina Geodetic Survey OHE Parcel Identifier Number Overhead Electric Lines Right of Way Lines LEGEND: CenterlineC/L Right-of-WayR/W Easement Lines Not Surveyed Esmt. PIN Computed Point * Areas determined by coordinate method. CP ground distances unless otherwise indicated. * All distances/dimensions are Horizontal NAD 83 North American Datum of 1983 NOTES: N N C G r i d N o r t h N AD 8 3 ( 2 0 0 1 ) N AVD 8 8 ( G E OID 1 2 A) Sanitary Sewer ManholeSS MH SS Sanitary Sewer Line WV WV Connection Backflow Preventer Fire Dept. WM on Concrete Pad WV Fire Hyd. Fire Hyd. WVB WVB ICB (Lid Broken) ICB WV WVB ICB Water Valve Irrigation Control Box Water Valve Box Light PoleLP Power Pole TP PP COMM SS CO CATV Telephone Box/Pedestal Communications Box/Pedestal Sanitary Sewer Cleanout Cable Television Box/Pedestal VICINITY MAP No Scale Lines Surveyed WV WM on Concrete Pad Fire Hyd. Marker and Test Station Marker and Natural Gas FO UGE Fiber Optics Marker Underground Fiber Optic Line Test Station FOM Underground Electric Lines Natural Gas WV Marker and Natural Gas Test Station WV Fire Hyd. Water MeterWM Backflow Preventer WV FMI FMI Fire Main Indicator FMI Water Vault and Concrete Pad on Concrete Pad Metal Hot Boxes WV WV Gas Valve WV Natural Gas LineGAS Natural Gas MeterGM GM GM’s GM’s GM’s GM GM GM Ap prox. Location 12" Water Line Approx. Loc ation 8" W ater Line Ap p r o x. Lo ca t io n 4" Wa te r Lin e Approx. Location 4" W aterline Note The location of the existing water lines as shown hereon are approximate. Locations per field located valves, meters, fire hydrants, etc.. and from plans by Duane K. Stewart and Associates Inc. dated 6-22-07 Approx. Location unknow size Water Line Approx. Location 8" Water Line Approx. Location unknow size Water Line Ap prox. Loc a tion 12" Wa ter Line (Water Meter inside vault) WV WV WV WV WV WV WV Approx. Location 4" Water Line Approx. Location 8" Water Line 12"X8" Reducer Marker and Test Station Natural Gas Perry Q Langston Ln. G ate Gate Gate Electrical Outlet (Single) Electrical Outlet (Double) Gate Ga te Gate COMM Metal Box CATV COMM TP Grate Elev = 185.23 Inv Out = 182.78 Drop Inlet Grate Elev = 184.65 Drop Inlet Inv In = 182.31 (12") Drop Inlet Inv Out = 182.90 Grate Elev = 185.25 Curb Inlet Curb Elev = 185.00 Inv In = 181.83 Pump [30 and 32] [60] House PP PP PP Public Announcer and Field House, FFE= 207.9’ Scale: 1" = 30’ Date: 4-12-12 and 12-6-12 Zoned: O&I PROFESSIONAL LAND SURVEYOR, P.A. C-0831 Campbell University Incorporated (919) 639-2133 (919) 639-2602 (FAX) Partial As-built and Topographic Survey for: 98 Depot Street, P.O. Box 730, Angier, N.C. 27501 STANCIL & ASSOCIATES PREPARED BY NC PIN: 0670-52-5225.000 PARCEL ID: 01106600132 tlstancil@embarqmail.com Neill’s Creek Township Harnett County, NC PO Box 97 Buies Creek, NC 27506 910-893-1613 SITE * S S S S SS MH Rim Elev = 182.16 Inv In = 176.13 Inv In = 171.86 Inv In = 170.07 Inv In = 171.45 Inv Out = 171.04 SS MH SS MH Rim Elev = 179.76 Inv In = 169.63 Inv Out = 169.81 Inv In = 169.68 Rim Elev = 177.73 Inv Out = 169.48 Rim Elev = 171.90 SS MH Inv In = 164.75 Inv Out = 164.55 8" P V C 8" P V C Inv In = 182.28 (15") Inv Out = 182.18 1 2 " R CP 15 " RCP Inv Out = 181.6315" RCP Asph alt Wa lk Asphalt Drive Conc. Pad Asphalt Drive with Pump Inv Out 30" FES = 176.29 Rip-Rap Dissapator Gravel GravelGravel Gravel Temp. Ram p Seating 190.5 seating and Field Note FFE = house Gravel goes under goes under ramp Asphalt walk Note 6’ Chain Link Fence Foot ball Fiel d astro turf 4’ Chain Link Fence Wall dividing from natural grass Concrete Wall Concrete Wall Concrete Wall Gate Gate Wall dividing from natural astro turf grass 4’ Chain Link Fence 6’ Cha in Lin k Fen ce 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATION SERVICE 48 HOURS PRIOR TO EXCAVATION. 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND/OR NCDOT STANDARDS AND SPECIFICATIONS. THIS DRAWING IS THE PROPERTY OF 3. TOPOGRAPHICAL BENCHMARK AS PER NCGS "UNION" NAVD 88 (GEOID 12A) 4. NO CONSTRUCTION SHALL BE STARTED PRIOR TO GRADING PERMIT BEING OBTAINED FROM HARNETT COUNTY EROSION CONTROL. AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN GENERAL NOTES: STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. PART WITHOUT PERMISSION. Effective Date: located within the FEMA Flood Lots shown on this plat are not FEMA map No. Hazard "Zone AE" as shown on FEMA FLOOD HAZARD STATEMENT 3720066000J October 3, 2006 Area of Topographic Survey Only Conc Elev at Bottom Slope = 185.27 Conc Elev at Bleachers = 186.95 Metal Floor at Bleachers = 189.34 Note: See ascii file for exact locations Top Conc Wall = 189.44 185.48 4’ Chain Link Fence Note This drawing should be used in conjuction with points located as ascii file to import the X, Y, and Z of all Stop Sign Rim Elev = 148.78 SS MH Rim Elev = 162.74 SS MH Inv In = 163.13 SS CO SS MH S Inv Out = 155.11 S Rim Elev = 154.90 Inv In = 150.50 Inv In = 145.23 Inv Out = 147.67 Stop Sign S SS MH Inv Out = 142.25 SS MH Inv In = 167.02 S Rim Elev = 176.42 Rim Elev = 167.50 Inv Out = 169.31 S Rim Elev = 173.02 Inv In = 157.99 Inv Out = 166.73 S Inv Out = 160.70 Inv In = 169.72 Phone Station Emergency SS MH Electrical Box Drop Inlet 1 2 " RC P Grate Elev = 176.57 Inv Out = 175.35 Inv Out = 167.55 Conc. Side walk Sidewalk [51 and 53] Conc. [25] (black pipe) on Conc. Pad Conc. Sidewalk Conc. Sidewalk Conc. Sidewalk Pad [ 6 1 a n d 6 3 ] [64] 3" DWV Conc. Sidewalk Asphalt Walk Conc. Elec. LP Box Dumpster Enclosure and Conc. Apron Buried Asphalt CATV COMM PP and LP Asphalt Asphalt Drive Conc. Pad Gra vel Drive Drive Asp halt Drive Gravel Drive Note: there may be more asphalt under the gravel. Only Asphalt drive that goes to Dumpster is in disrepair, the pavement readily visible is shown. LP LP LP LP LP SS MH Inv Out = 164.14 LP LP LP S Rim Elev = 171.77 Inv In = 166.27 LP [38 and 40] [16] Bore Conc. Sidewalk [50 and 52] Bore Bore B-1 B-2 B-3 Bore B-4 FOProposed Fiber Optic Manhole FOM FOM Any Time Sign Crossing Ahead Sign No Parking at Curb Elev = 181.07 Inv Out = 173.19 Curb Inlet Curb Elev = 170.97 Inv In = 166.31 (N) Inv In = 176.30 (N) Inv Out = 164.04 Curb Inlet No Parking at Any Time Sign GRAPHIC SCALE O 30 60 Asphalt Drive LP Curb Elev = 174.78 Inv Out = 169.67 Pedestrian LP Curb Inlet Inv In = 169.85 Curb Inlet Curb Elev = 178.47 Inv In = 173.19 (15") Inv Out = 172.11 Curb Inlet Curb Elev = 178.64 Inv Out = 175.32 Curb Inlet Curb Elev = 183.07 Inv Out = 179.57 Conc. Sidewalk Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Air Handler on Concrete Pad Concrete Steps Conc.Sidewalk Concrete Steps Concrete Steps Concrete Steps Concrete Wheel and Patio Air Handler on Concrete Pad Concrete Base for Light Pole Concrete Base for Light Pole Conc. Sidewalk Curb Elev = 182.17 Inv In = 179.31 (6") Stop 0.5’W x 5.9’L Concrete Wheel Stop Curb Inlet 0.5’W x 5.9’L x 0.3’H (Typ) Inv In = 176.22 C o n c . S id e wa l k Curb Inlet Inv Out = 175.87 Inv Out = 16.64 Curb Inlet Curb Elev = 185.52Inv In = 176.24 (15") Curb Elev = 182.40 Inv Out = 174.05 WATERSHED DISTRICT IV PROTECTED. PROPERTY SHOWN HEREON IS LOCATED IN Inv In = 176.78 Curb Elev = 181.03 Curb Inlet Inv Out = 176.67 Drop Inlet Inv In = 181.95 Inv Out = 181.65 Curb Inlet Curb Elev = 185.02 Storm Drainage Manhole Grate Elev = 184.85 Rim Elev = 184.73 Inv Out = 180.58SD Inv Out = 181.28 Inv In = 182.49 (4") Field Goal & Stadium Sign Guide Wire Field Goal Net Post Flag Pole Flag Pole G uide Wire Electrical Electrical Electric Billboard Box (UG) Play Clock Net Post Field Goal Net Post SS CO Field Goal Net Post Post Rim Elev = 186.86 Guide Wire Guide Wire Field Goal Field Goal Post Box (UG) Play Clock Stop Sign Street Sign (421/27 and Wade Stewart Cir.) LP Stop Sign Natural Gas Marker and Test Station (Wade Stewart Cir Don Phelps Cir.) Natural Gas Test Station Natural Gas FOM Curb Elev = 185.05 Street Sign Grate Elev = 184.81 TP Marker and Curb Inlet Inv In = 181.27 Inv In = 181.73 Inv Out = 181.68 SD TP LP Drop Inlet Inv Out = 181.16 Storm Drainage Manhole Gate Gate Inv Out = 181.01 LP Marker and Test Station SS CO SS CO S SS MH Inv In = 180.48 Inv Out = 180.38 COMM Inv In = 181.23 Rim Elev = 186.82 Curb Inlet Inv Out = 181.22 Curb Elev = 184.68 Curb Elev = 184.75 Inv Out = 180.47 Curb Inlet Curb Elev = 183.81 Curb Inlet Curb Inlet Inv Out = 178.98 Curb Elev = 184.58 Inv In = 179.27 (18") Gate Curb Inlet Inv In = 180.67 Inv Out = 179.80 Inv In = 178.93 (4") Curb Elev = 183.78 Inv Out = 177.50 Ga te Ga te LP LP LP LP LP Transformer Transformer Marker and Natural Gas Test Station TP SS MH Elec. Box S SS MH S Rim Elev = 185.22 Rim Elev = 184.44 Inv In = 177.31 Inv Out = 176.84 Inv In = 177.96 Inv Out = 177.86 LP Rip-Rap Missing Cap Rip-Rap Gravel Street Sign 2" Pipe Unknown use Metal base plates and Scoreboard 6’ Chain Link Fence a n d Deed Book 2 4 55, P a ge 175 Restroom s and Stora ge 6’ Chain Link Fence Concession Existing Gas Line Easement Map Number 2007-990 24" RCP 1 5 " R C P Inv In = 172.17 (24") Inv In = 174.15 (24") 15" RCP 6 " PVC Inv In = 177.30 (15") 1 5" RCP 24" RCP Inv In = 177.92 (24") 24" RCP 24" R CP Inv In = 179.27 (24")24" RCP18" RCP 15" RCP 15" RCP 15" RCP Inv In = 180.99 (S) 15" RCP 18" RCP 15" RCP 15" RCP Inv In = 180.88 (N) 15" RCP 4" CPP 12" RCP 18" RCP 15" RCP Inv In = 165.06 (E) Inv In = 174.72 (E) 1 5 " RCP SS CO SS CO SS CO SS CO Air Handlers on Concrete Pad LP SRim Elev = 180.81 Inv In = 172.65 to bleachers Inv Out = 172.25 SS MH Metal Ra mp Metal Ra mp Metal Ram p to bleachers Metal Ram p to bleachers to bleachers Metal Ramp to bleachers Metal Ramp to bleachers Inv In = 142.49 Inv In = 150.40 Inv In = 148.00 Inv In = 147.89 8" Clay 8" Clay 8" Clay 8" Clay Inv In = 155.31 Inv In = 162.63 Inv In = 160.97 Inv In = 160.86 Inv In = 164.34 VAN SS MH Rim Elev = 182.10 Inv In = 178.15 (6") Inv In = 178.05 (4") Inv Out = 177.55 S SS MH Rim Elev = 182.28 Inv In = 174.82 Inv Out = 174.72 S SS MH Rim Elev = 183.30 Inv In = 175.93 Inv Out = 175.73 S SS MH Rim Elev = 184.47 Inv In = 178.17 Inv Out = 177.97 S SS CO TP Inv In = 176.99 8" PVC 6 " P V C 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8 " DIP 6" DIP 6" DIP 4" DIP 6" PVC 6" PVC 6" PVC 6" Clay 6" Clay 6" Clay 6" Clay 6" Clay 6" Cla y 8" Clay 8" Clay 8" Clay 8" Clay 8" Clay 8" Clay 8 " Cla y 8" PVC S SS MH Rim Elev = 180.78 Inv In = 170.44 Inv Out = 170.28 GM GM’s Air Handler on Plastic Pad GM’s Air Handler on Plastic Pad Air Handler on Plastic Pad Air Handler on Plastic Pad SS CO GM Columns Screen Wall Screen Wall Brick Pillar Brick Pillar GM Power Boxes Inv Out = 172.43 1 2" RCP ( Ukn o wn locatio n of be ginnin g Patio Patio P atio Patio Patio BENCHMARK Benchmark #3 X Chisled in Conc. ring at base of LP ELEV = 187.78 BENCHMARK Benchmark #4 X Chisled in Conc. ring at base of LP ELEV = 187.40 6" PVC Benchmark #1 X Chisled in Conc. ring at base of LP ELEV = 184.92 BENCHMARK Benchmark #2 X Chisled in Conc. ring at base of LP ELEV = 185.51 BENCHMARK Area inside old R/W of SR 2000 before it got relocated, does not Note: Direction of sewer lines that do not connect to located manholes are approximate. If exact location is needed additional information shall be required. 0.3’H (Typ) Conc. Sidewalk Conc. Sidewalk Conc. Pad at Doorway Patio Patio appear to be deeded back to Campbell University. 160 1 6 0 1 6 0 1 7 0 1 7 0 170 170 180 1 8 0 180 180 1 8 0 180 186 186 1 86 1 8 6 186 186 1 8 6 186 1 8 6 186 186 186 1 8 6 1 6 2 1 5 3 153 Concrete Base for Light Pole Concrete Base for Light Pole Old Property Line See Map Number 2008-838 for Recombination FOR REVIEW PURPOSES ONLY AND SHOULD NOT BE CONSIDERED A PLAT SHOULD NOT BE USED FOR CONVEYANCE OF TITLE OR ANY THIS DOCUMENT IS CERTIFIED PLAT. THIS OTHER TRANSACTIONS. N C G r i d N o r t h N AD 8 3 ( 2 0 0 1 ) N AVD 8 8 ( G E OID 1 2 A) 30 60 Curb Elev = 181.95 Inv In = 178.70 Inv Out = 178.25 Curb Inlet 18" RCP SD SD Approximate Direction 30" RCP Approxim ate Direction 24" RCP 2008 2005 2 0 0 3 20762015 2088 1 7 69 1 5 6 3 2091 2003 2002 2084 1006 2000 2001 2 0 7 12 0 5 4 1524 15 32 1572 1 5 7 3 1 5 2 2 1521 1531 1580 1533 15161532 2004 & N C 27 E US 421 S NC 27 E NC 27 E U S 421 S 8" PVC C101 & DEMOLITION PLAN EXISTING CONDITIONS DEMO ASPHALT DRIVE DEMO PUMP HOUSE W/ PUMP DEMO PAD DEMO 148 LF OF 30" RCP RELOCATE LIGHT POLE DEMO FENCE DEMO LIGHT POLES DEMO POWER POLE ASSOCIATED SIDEWALKS DEMO BUILDING AND ASSOCIATED SIDEWALKS DEMO BUILDING AND ASSOCIATED CURB & GUTTER DEMO PARKING, SIDEWALK, AND (BY OTHERS) AND ASSOCIATED STRUCTURES DEMO TOWER, SEATING AREA, DEMO ASPHALT PAVEMENT DEMO SIDEWALK RELOCATE LIGHT POLE EX. FENCE TO REMAIN EX. FENCE TO REMAIN Field House Rip-Rap Weir and Concrete Apron Dumpster Enclosure Asphalt Drive Parking Asphalt on Conc. Pad Transformer on Conc. Pad Transformer FDC FH FH FH Backflow Preventer FH FH Vault Water Meter SDMH SDMH V ariable Publi c R/W U S 421 S/ N C 27 E (See Map N u m b er 2008-587) SR 2000 Wad e Stew art Circle 60’ Pu b lic R/W WM WV WV WV WV WV WV WV WV WV WV WV WV WV WV WM SIDEWALK TO REMAIN PARKING TO REMAIN ASPHALT DRIVE AND AND RAMP TO REMAIN PORTION OF EX. SIDEWALK RELOCATE EX. FIRE HYDRANT