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Home My WebLink About20121055 Ver 3_04_EB5539_Revised_Permit_Drawings_(2020-11-23)_2020121423LS GVWV18PO WM30"OAK 36QP 18QP 16LS 15TREE EST 8 SY GFD EST 3 TONS OUTLET PROTECTION CLASS 'B' RIP RAP EST 6 SY GFD EST 3 TONS OUTLET PROTECTION CLASS 'B' RIP RAP 28 LF - 15" RCP-IV 24" RCP EXISTING RETAIN SYSTEM EXISTING RETAIN EST 25 SY PSRM SEE DETAIL 2/ 2A-3 SPECIAL LATERAL 'V' DITCH RETAIN TOP = 22.3' (APPROX.) 6" TERRA COTTA SEWER INV= 30.2' 15" RCP 1004 1002 1003 1001 OINV OUT (W) = 30.0' INV IN (N) = 30.0' TOC = 34.0' STA. 81+87 -L3- 33.8' RT 840.03, TYPE E NCDOT STD 840.01 & PROPOSED CB FOR PHASE 3A) (INCIDENTAL TO LS GRADING SEDIMENT FROM ROADBED CONTRACTOR TO REMOVE EXIST S = 13.2% STA. 81+50 -L3- 19.4' LT INV OUT = 27.3' STA. 81+50 -L3- 11.6' RT INV IN = 31.4' W/ TWO END SECTIONS 20 LF - 18" CMP TOC = 33.8', INV = 30.3' STA. 82+20 -L3- 29.1' RT COG STD 411.03 NCDOT STD 840.03, TYPE E PROPOSED CBS = 1.1% STA. 81+72 -L3A- 18.77' LT INV OUT = 29.5' (SEE DETAIL 3/2A-6) 44 LF - 15" RCP-IV W/ FES 18"DI P18"DI P18"DIP 8"DIP(40' PUBLIC R/W)(40' PUBLIC R/W)SSSSS1SBD 1SBD INV=17.41'� R=33.31' INV=17.17'� R=32.87' HUDSON STREET FAIRFAX AVENUEINV=34.50'� R=41.90' OUT=35.67' IN(18")=35.77' IN(12")=39.42' R=41.77'OUT=39.71' TC=42.21' 1SBD 1SBD 1SBD 18"CLAY12"RCP 6'CLF 6'CLF INV=17.98'� R=36.08'4" UNK PER GIS4" UNK PER GIS6" TERRA COTTA PER GIS15"VCP15"VCP15"VCPE:2478989.518' N:683255.758' EL:41.26' TRAV-19-PKS E:2479030.196' N:683499.871' EL:32.81' TRAV-20-NL EIPEIPEIPEIPEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/W EXIST R/W EXIST R/W 25303535354080+00-L3- -L3--L3A-PROJECT: SHEET NUMBER:JOB NUMBER: REVISION:DATE:DRAWN BY:CHECKED BY:K:\RAL_Roadway\012654005 - EB-5539\Plan\Environmental Permits\eb5539_prm_psh10.dgn11/23/2020NO.: 1 2 3 SCALE: DO NOT USE FOR CONSTRUCTION PRELIMINARY AS NOTED ENVIRONMENTAL FEATURES KEY IMPACTS KEY SHEET & SUMMARY F F T T TS TS 0'40'80'120'40' SCALE: 1"= 40' STREAM WETLAND BUFFER ZONE 2 BUFFER ZONE 1 (NCDOT STD 1605.01) TEMPORARY SILT FENCE LEGEND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 BUFFER IMPACT SHEET WETLAND, STREAM, AND LIMITS OF DISTRUBANCE BUFFER ZONE 1 IMPACTS BUFFER ZONE 2 IMPACTS TEMPORARY WETLAND IMPACTS TEMPORARY STREAM IMPACTS PERMANENT WETLAND IMPACTS PERMANENT STREAM IMPACTS F F C F F F C C F F F F CCF F FFF C PROTECTION (TYP) INSTALL INLET STABILIZE SWALE AS NEEDED TO INSTALL WATTLES 500 YR 100 YR 500 YR100 YRFLOOD WAY ENTRANCE CONSTRUCTION INSTALL GRAVEL SEE SHEET EC-15 -L3- STA 81+25 TO 81+70 (LT) INSTALL EROSION CONTROL MATTING DISTURBANCE (TYP) LIMITS OF LIMITS (TYP) 2' FROM CONSTRUCTION INSTALL SILT FENCE SILT FENCE (TYP) AND REINFORCED INSTALL J-HOOK AND CONCRETE WASHOUT AREA STAGING, STORAGE, STOCKPILE, FOR TRAILHEAD PARKING LOT ENTRANCE AT PROPOSED DRIVEWAY INSTALL GRAVEL CONSTRUCTION INTO EXISTING DRAINWAY BYPASS EXISTING DRAINAGE EXISTING DRAINWAY DRAINAGE INTO BYPASS EXISTING TYPE A SILT CHECK, INSTALL ROCK IS INCIDENTAL TO THE PROJECT. (VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE) SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB, FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE-CONSTRUCTION OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS. VIA FAIRFAX AVE. CONSTRUCTION ACCESS 7 NAD 83 C-10 MATCH LINE -L3- STA 79+00 (SEE SHEET C-9) SITE 15 MATCH LINE -L3A- STA 83+75 (SEE SHEET C-11)4N/F JESSIE GRIMES HARRIS DB 176, PG 778 MB 3, PG 188 PARCEL 09249 NC PIN 4678-83-8373 N/F THE EVANS COMPANY DB K-48, PG 439 MB 3, PG 188 PARCEL 20420 NC PIN 4678-83-9303 N/F MILDRED ELLIOT MB 3, PG 188 PARCEL 28156 NC PIN 4678-83-9283 N/F MCMILLAN MB 3, PG 188 PARCEL 21493 NC PIN 4678-83-9384 N/F JOSIE MARIE HOPKINS DB V-42, PG 113 MB 3, PG 188 PARCEL 01356 NC PIN 4678-93-0554 N/F LILLIAN WHITE FREEMAN EDWARDS DB U-36, PG 377 MB 3, PG 188 PARCEL 06784 NC PIN 4678-93-0514 LUCINDA DB 3033, PG 269 CITY OF GREENVILLE Copyright Kimley-Horn and Associates, Inc., 2017 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is 0012654005 PHASE 3 (EB-5539) SOUTH TAR RIVER GREENWAY, SITE 15 60TREE 30FG 24QP 17QP 15TREE 15FG 21QP15QP15LS 30TREE 41QP 46FG 25QA 17QA EST 9 SY GFD EST 4 TONS OUTLET PROTECTION CLASS 'B' RIP RAP RETAIN1102 1101 1106 1105 1108 1107O OOEST 100 SY GFD EST 45 TONS CLASS 'B' RIP RAP REMOVE 28 LF PIPE EST 15 SY GFD EST 7 TONS OUTLET PROTECTION CLASS 'B' RIP RAP EST 14 SY GFD EST 6 TONS OUTLET PROTECTION CLASS 'B' RIP RAP BOTTOM = 16.0' (APPROX.) 15" VCP (REPLACED WITH DIP) TOP = 14.9' 24" CMP S = 2.1% STA. 89+35 -L3- 18.1' LT INV OUT = 12.4' NCDOT STD 838.01 W/ ENDWALL 28 LF - 2 @ 18" RCP-IV S = 3.8% STA. 88+86 -L3- 21.0' LT INV OUT = 11.2' NCDOT STD 838.01 W/ ENDWALL 32 LF - 24" RCP-IV S = 18.1% STA. 85+70 -L3- 42.6' LT INV OUT = 5.2' NCDOT STD 838.01 W/ ENDWALL 56 LF - 24" CMP INV OUT = 13.0' TOP = 16.2' STA. 89+35 -L3- 10.7' RT NCDOT STD 840.04 W/ MH COVER PROPOSED OTCB INV OUT = 12.4' TOP = 15.7' STA. 88+86 -L3- 12.1' RT NCDOT STD 840.04 W/ MH COVER PROPOSED OTCB INV OUT (N) = 15.5' INV IN (S) = 20.8' (EXIST 18") TOP = 25.3' STA. 85+88 -L3- 11.9' RT NCDOT STD 840.31 W/ STEPS PROPOSED MH W/ COVER18"CPP18"RCP18"DIP 18"DIP 18"DIP S S S S 1SBD INV=16.64'� R=35.14' GATE OUT=30.03' IN=30.08' R=33.43' INV=16.13'� R=31.63' INV=15.27'� R=27.97' INV=14.84'� R=27.44' (40' PUBLIC R/W) FORD STREET EDGE OF WATER 6" CIP PER GIS15"VCP 15"VCP 15"VCP 6'WOOD FENCE INV=12.39' (PIPE BEND) INV=16.28'18"CPPE:2479170.792' N:683679.296' EL:31.91' TRAV-21-NL E:2479296.004' N:683662.351' EL:28.53' TRAV-22-NL ALIGNMENT E:2479479.329' N:683714.275' EL:9.28' TRAV-23-NL E:2479702.338' N:683688.618' EL:12.72' TRAV-24-NLS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WN84°41 '43"W 125 .00 'N51°31'24"E 90.01'85+00-L3- -L3- PROJECT: SHEET NUMBER:JOB NUMBER: REVISION:DATE:DRAWN BY:CHECKED BY:K:\RAL_Roadway\012654005 - EB-5539\Plan\Environmental Permits\eb5539_prm_psh11.dgn11/23/2020NO.: 1 2 3 SCALE: DO NOT USE FOR CONSTRUCTION PRELIMINARY AS NOTED ENVIRONMENTAL FEATURES KEY IMPACTS KEY SHEET & SUMMARY F F T T TS TS 0'40'80'120'40' SCALE: 1"= 40' STREAM WETLAND BUFFER ZONE 2 BUFFER ZONE 1 (NCDOT STD 1605.01) TEMPORARY SILT FENCE LEGEND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 BUFFER IMPACT SHEET WETLAND, STREAM, AND LIMITS OF DISTRUBANCE BUFFER ZONE 1 IMPACTS BUFFER ZONE 2 IMPACTS TEMPORARY WETLAND IMPACTS TEMPORARY STREAM IMPACTS PERMANENT WETLAND IMPACTS PERMANENT STREAM IMPACTS C C C C C C F F F C F C F C F C F F F F F F F F F F F F F C LIMITS OF DISTURBANCE (TYP) 500 YR 100 YR FLOODWAY 500 YR 100 YR FLOODWAY SEE SHEET EC-15 TO 86+25 (LT) -L3- STA 85+50 CONTROL MATTING INSTALL EROSION SEE SHEET EC-15 -L3- STA 87+25 TO 88+25 (RT) INSTALL EROSION CONTROL MATTING SILT FENCE (TYP) AND REINFORCED INSTALL J-HOOK AFTER PIPE IS INSTALLED (TYP) SILT FENCE AROUND TOP OF CULVERTS CLEARING AND GRUBBING. INSTALL AT ALL DRAINAGE OUTLETS DURING INSTALL ROCK SILT CHECK, TYPE A SEE SHEET EC-15 -L3- STA 87+20 TO 88+70 (LT) INSTALL EROSION CONTROL MATTING LIMITS (TYP) 2' FROM CONSTRUCTION INSTALL SILT FENCE PROTECTION (TYP) INSTALL INLET FOR TRAILHEAD PARKING LOTENTRANCE AT PROPOSED DRIVEWAY INSTALL GRAVEL CONSTRUCTIONPARKING LOT FOR TRAILHEAD PROPOSED DRIVEWAY ENTRANCE AT CONSTRUCTION INSTALL GRAVEL INTO EXISTING DRAINWAY BYPASS EXISTING DRAINAGE INTO EXISTING DRAINWAY BYPASS EXISTING DRAINAGE INTO EXISTING DRAINWAY BYPASS EXISTING DRAINAGE LIMITS (TYP) FENCE 2' FROM CONSTRUCTION INSTALL TREE PROTECTION AREA CONCRETE WASHOUT STOCKPILE, AND STAGING, STORAGE, (BY OTHERS) CONNECTION FUTURE TRAIL C-11NAD 83MATCH LINE -L3- STA 89+50 (SEE SHEET C-12)SITES 15, 16 & 7MATCH LI NE - L 3 A- S T A 8 3 + 7 5 ( S E E S HE E T C- 10) N/F CITY OF GREENVILLE MB 3, PG 188 PARCEL 04356 NC PIN 4678-93-1523 N/F MARION AUGUSTA FREEMAN HEIRS MB 3, PG 188 PARCEL 08012 NC PIN 4678-93-1572 N/F INDY II, LLC DB 585, PG 720 MB 3, PG 188 PARCEL 20294 NC PIN 4678-93-2512 N/F EDWARD ALLEN TURNAGE DB 1194, PG 701 MB 3, PG 188 PARCEL 07073 NC PIN 4678-93-3428 N/F LEONARD R. HIGNITE & VICTOR NG DB G-52, PG 555 MB 3, PG 188 PARCEL 18064 NC PIN 4678-93-3640 N/F LEONARD R. HIGNITE & VICTOR NG DB G-52, PG 555 MB 3, PG 188 PARCEL 18063 NC PIN 4678-93-4576 N/F VIRGINIA CAROLINAS LAND CORPORATION DB H-13, PG 16 MB 15, PG 7 PARCEL 33857 NC PIN 4688-03-3648 N/F MARY FREEMAN HEIRS DB U-36, PG 356 MB 3, PG 188 PARCEL 20463 NC PIN 4678-93-0593 GREENVILLE CITY OFN/FJOSIE MARIE HOPKINSDB V-42, PG 113MB 3, PG 188PARCEL 01356NC PIN 4678-93-0554Copyright Kimley-Horn and Associates, Inc., 2017 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is 0012654005 PHASE 3 (EB-5539) SOUTH TAR RIVER GREENWAY, SITE 7 SITE 15 SITE 16