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Home My WebLink About20200237 Ver 1_4-P05187_Permit Package Buffer & Surface Water_20200203_20200214CONTRACT SHEET 1 OF XX PROJECT NO. P-05187 ENGINEERING DIVISION PROJECT NO. P05187 CONTRACT 2011-067 WATER ............ U?9...............L.F. X $1.50 = $............ A............ SEWER .................................... L.F. X$1.50=$........................... RDWY......................................L.F. X $1.50 = $ ............................ TOTAL.............................................................. $............ ............. ❑ ROADWAY TO BE PRIVATELY INSPECTED DATE FEES RECEIVED BY CITY OF GREENSBORO .............................. ALAMANCE CHURCH ROAD IMPROVEMENTS. BUFFEr& SURFACE I WATER IMPACTS PERMIT INDEX OF SHEETS TYPICAL SECTIONS................................................................ F-1 TO F-3 PLAN/PROFILE SHEETS - ALAMANCE CHURCH ROAD .... F-4 TO F-12 PLAN/PROFILE SHEET - BRISTOL ROAD ........................................ F-13 PLAN/PROFILE SHEET - WILLOW ROAD .......................................... F-14 PROFILE SHEET................................................................................. F-15 PIPE PROFILE SHEETS ....................................................... F-16 TO F-20 WET POND DETAILS........................................................... F-21 TO F-23 RETAINING WALL ENVELOPES ......................................... F-24 TO F-25 PAVEMENT MARKING PLANS ..................................... PMP-1 TO PMP-7 EROSION CONTROL PLANS AND DETAILS .................... EC-1 TO EC-5 TRAFFIC CONTROL PLANS AND DETAILS ................ TMP-1 TO TMP-6 SIGNING PLANS ....................................................... SIGN-1 TO SIGN-14 -J 1 DISTURBED AREA = 11.0 ACRES BEFORE YOU DIG! CONTACT ONE —CALL CENTER 1-800-632-4949 OR'811' STANDARD TOPO SYMBOLS CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Existing Manhole 118" (labeled) O Proposed Manhole 1/8'.........................._......_... • Telecommunications Manhole 1/8" (labeled) .................. Q Exist Curb Inlet MtT-5/64" ............................... Prop. Curb Inlet S/32"-516 . I� Telephone Booth 3116"-S116"................................. Exist. Telephone Or Power Pole 3132......................... 4 Prop. Telephone Or Power Pole 3132.......................... City Of Greensboro Signal Pole MT (labeled) .............. ® COG Guy Wire Mt2".............................................. v Exist. Hydrant 3132"........................................ Pro,. Hydrant 3/32.... ...................................... water Valve 3132" (labeled) Taf lc Engineering Signal Box &M......................... [I COG Gas Valve 3/32'............................................. Grate or Drop Inlet (D.I.) 3/32............................ 110 Double Gate or Drop Inlet (2GI.D.I.) 3132.............................. Right Of Way Monument 3/32.... .............................. m Iron Pipe 3I64"............................................. o EIP Meter 5/64" EleNical Outlet 5AM" (labeled) ..... .......... ............ b ELECT. Telecommunications Box Or Pedestal 5/64" (labeled)......... ID Exist. Pads, Taveae Point 7/64" (labeled) ............... ¢PTP 18" Or Lees Tree 1M"(Iabeled)............................. Over 20" Tree 5/1 C' Ilabeletl) 20' Shrub 5/32"................................................. Clean Out 1/16"-1/32" (labeled) ®CO. Light POIe 3/32" (labeled) .............................. 0 L'GT Wheelchair Ramp (City Of Greensboro SW. "18).............. Control Of Access Line 5/16"................................ ExieL Water Line (labeled) ....................... yy Prop. Water Line (labeled)... ...... ........... ...... ........ W _ Exist. Sanitary Sewer (labeled) ............................. ss Prop. Sanitary Sewer (labeled) .............................. �= Exist. Right Of Way .. ................ .- ................ .... Proposed Margin Easement llabeletll.......................................... - Temporary C-1—ion Easement ............................. Exist. Dirt Streat................ .- ................ ...... E lal. Payment..... Exist cure pabeled Exist. Curb & Gutter (1abaled)& ..... ......... I......... Prop. C8 Gutter (shaded &labeled).d)..................... urb Survey Line._ ................... SlopeLine...................................................— Center Line ................................................. Exist. Stone Sewer (labeled).......... ................... ... �..�...�..� Prop. Stone Sewer (labeled)......_........._ .............. �.. �.. �..� Gas Line (labeled) .......................................... G Transmission Line & Tower ................................... Underground Telecommunication Cable (labeled Underground Power Line ...................................... rence pabeled) Railroad.......................................... hind, (Pmp. Solid & EAaL Broken / \ ,Q d Box Gulvert (Prop. Solid & ExisL Broken) ................... O \ Guard HedgeRa011.................._.............................. s r Bushes(labeled).................................. �h WootlsLine .................................................. Exist. House .............................................. 1-SBD VICINITY MAP SCALE: 1 °= 50Dr 2001 BID DATE: AUGUST 29, 2019 EZ,, ,,t,lD,,i,,(..._.. Sad...._.215_.... , , , _ 5DD 25D 0 5DD Erosion Control Device (COG SM. No. 2158432)............. -L- PI Sta 29+47.07 DELTA = 45" 40' 53.5" (LT) D=7a 50'55.5" L = 582.02' T = 307.48' R = 730.00' CH = 566.73' VF\,6S\�>66 \\ N\I\S >6 EAR�IyEN BE � S S S\ �S\�60\ \ \\) \ \ \ \ \ I-EOP 0S9\ \\ 6F +S \ �B\�N\✓'69PDE DITSH5ED\PE\C�CUTCH\ECCERALI 1 \T C\ C_ >OP>✓_ -\-W �— .�� sF".��-`�� 1/�I�r�.i��_ d271 � ��1\\ VI�I � i�i� i��/�bYi�lil►w+�� ,I , It N 1 .2 US W __---_�---- J, 48" DELTA = 16a 08' 19.6" (LT) \� D=6°21'58.3"+ L = 253.51' T = 127.60' \ R=900.00' SITE 3 CH = 252.67' PI = 30+2 EL = 737. VC = 300' K = 254.9 1 3f+35.00 742.55' VC = 130' K = 75.0 -L- ALAM 4 tCE CHURCH RD E — MITIGABLE IMPACTS ZONE 1 DENOTES SURFACix IMPACTS N WATER REVISIONS PI = 36+25.00 EL = 758,58' VC = 130 K = 473.0 TYPE CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I BENCH MARKS NAD 83 / NAD 88 ROADWAY 2011-067 9122114 NORTHING EASTING ELEV. (F SEWER 834457.6481 1770772.1457 733.1370 L66200 835057.9400 1772487.0400 735.6000 WATER 2011-067 10/30/17 830877.8756 1779665.1632 761.2500 SIDEWALK 2011-067 9/22/14 831387.0350 1778431.6022 784.7506 DETAIL 1 CONTRACT SHEET SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) # OF # GROUND? F — — SENSITIVE INFORMAL Not to be copied or FROM STA .28+80 TO STA.30+25 -L- LT distributed without the FROM STA. 33+20 TO STA. 34+00 -L- LT FROM STA. 36+75 TO STA. 37+50 -L- LT express written DETAIL 5 permission of the City SPECIAL LATERAL BASE DITCH of Greensboro. I Nee Scale) 'O�4 MUST �y.� Natural�SPJZ 1l ITY PaO CENTER O Min. D=1.0 Ff. ¢ W O B=Z.O F. Ar FROM STA. 30+75 TO STA. 31+90 -L- LT = m O \ -* BEFORE YOU DIG! NOTE: ALL PUBLIC °°1--ABD�°�9O '8 W H STORM TO BE INTALLED city Of ror P w PER NCDOT SPECS (TYP) I �� wx, NOTE: STORM SEWER `DGw77e 7" 73-` GUOT —If 73-'c ASBUILTS REQUIRED. DDG'D°"` 73-` COG Wat r - ]3-c SUBMIT TO THE Ta^k" 'Z ENGINEERING DEPT. Door 5t 3 a CALL (336)373-2052 U NOTE: PRIOR TO PUBLIC NPDES STORM INSTALLATION, General Permit CONTACT ANDY VINCENT Applies (336)373-2336 TO SCHEDULE AN INSPECTOR \ DISTURBED AREA = 11.0 Acres GIs DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. o��?�?�EESS��N9Ns°o iv SEAL $ 026971 f o°o2AQOFE5` , 5 0o e v@ SEAL �� a 035663 s a oo m 000 oo�0p°° a000�oo �000 39 4O ROADWAY IMPROVEMENTS JOB NO. P- 05187 CITY OF GREENSBORO ENGINEERING DIVISION rFI DESIGNED 7/10/2017 BY MBF CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING MARTIN LUTHER KING JR. DRIVE TO GREENSBORO CITY LIMIT SHEET NO. CHECKED BY MBL 3 OF 17 SCALE: 1" = 40' HORIZ 1" = 4' VERT RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS Site No. Station (From/To) Structure Size / Type TYPE ALLOWABLE MITIGABLE BUFFER REPLACEMENT ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) 1 21+40 / 23+45 Temp. Const. Esmt. x 1821 1821 2 24+00 / 25+80 Temp. Const. Esmt. x 1751 1751 3 30+90 / 31+30 2@36" RCP x 333 333 4 72+70 / 74+30 Wet Det. Pond x 4039 4039 4 72+60 / 74+20 Roadway Crossing x 4917 1424 6341 TOTALS*: 8489 5463 13952 333 0 333 0 0 NOTES: 1. Site No. 4 Road Crossing Impact = 88 LF 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY IMPACTSWETLAND IMPACTS SURFACE WATER Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 22+87 15" RCP < 0.01 10 2 25+67 30" RCP < 0.01 10 3 31+08 2@36" RCP < 0.01 15 4 73+50 42" RCP < 0.01 < 0.01 50 33 TOTALS: < 0.01 1 < 0.01 85 33 0 *Rounded totals are sum of actual impacts NOTES: SITE 1 - PERM = 80 SQ FT SITE 2 - PERM = 80 SQ FT SITE 3 - PERM = 123 SQ FT SITE 4 - PERM = 149 SQ FT / TEMP = 100 SQ FT Revised 2018 Feb