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Home My WebLink About20030885 Ver 2_Site Plan_20140624VICINITY MAP (NTS) LEGEND: BANKFULL INNER BERM THALWEG WATER SURFACE CONSTRUCTION LIMITS r ' T Taxer WSSU TOWER # 13 LOCATION: VARGRAVE STEET, WINSTON- SALEM, NC NC Grid Coordinates - NAD83 - NAVD88 Based on the North Carolina VRS Network Control by GPS Methods using a Trimble SPS985 GPS Receiver running on the State of North c Carolina VRS System. All points shown were acquired as four separate positions at two different times of day to confirm accuracy. C3 A minimum of 15 epochs of data were collected for z each occupation. WINSTON -SALEM STATE UNIVERSITY \J EdrtYg MpheN PaN rthClStat NorthStato Environ wAW 2889 Lowery Street, WlnstonSelem, NC 27101 P. 338.725.2010 1 1.538.725.2408 wwwnaem.wm F8m Llcense AD -0289 �Z n Wi O OV Hs C0 L. �LL DpP II Na 421 - .. H851 RA GE A71 - y aH S1 f✓ as a ce1?(D"SA - - - - - y f- CROfMRTIE ST _ p �^ NO NAME 81 RD Y _ NO NAME 79 RD NO NAME 00 RD - "MS OR P y .. . 'N > N eP -- T-- - D P -ctTy YAP1? DR -� - a WINSTONSALEM yi ci - O NO NAME 92 RD r A AREA MANHOLE (WATER) / STRUCTURE PROJECT MFR ST � n - ARGONNE DV N DIGGS BV I- THE TOPOGRAPHIC SURVEY WAS PERFORMED BY DAVID K. ALLEY, PLS.. nC ,GHOLSON AV �j FITCHIT K D J _ O - VALLIAIASONST 3 fi F�f i , F _ iyi. rc m MOCk FRWr q 1 i S VICINITY MAP (NTS) LEGEND: BANKFULL INNER BERM THALWEG WATER SURFACE CONSTRUCTION LIMITS r ' T Taxer WSSU TOWER # 13 LOCATION: VARGRAVE STEET, WINSTON- SALEM, NC NC Grid Coordinates - NAD83 - NAVD88 Based on the North Carolina VRS Network Control by GPS Methods using a Trimble SPS985 GPS Receiver running on the State of North c Carolina VRS System. All points shown were acquired as four separate positions at two different times of day to confirm accuracy. C3 A minimum of 15 epochs of data were collected for z each occupation. WINSTON -SALEM STATE UNIVERSITY \J EdrtYg MpheN PaN rthClStat NorthStato Environ wAW 2889 Lowery Street, WlnstonSelem, NC 27101 P. 338.725.2010 1 1.538.725.2408 wwwnaem.wm F8m Llcense AD -0289 �Z n Wi O OV Hs C0 L. �LL CONTOUR LINE In --- e ct S Project Surveyor. dka EXISTING WATER LINE 01 1001 .LOO' .300, scale t• =100' W--W— E E OVERHEAD POWER LINE Revisions -- T-- - - - - - T — -- TELEPHONE UNDERGROUND O MANHOLE (WATER) / STRUCTURE NOTES N WATER VALVE (LOG 8' ROCK) I- THE TOPOGRAPHIC SURVEY WAS PERFORMED BY DAVID K. ALLEY, PLS.. ® CURB INLET 2. ALL COORDIANTES AND BEARINGS ARE BASED ON NORTH AMERICAN DATUM OF 1983(NSRS2011). .................. C OVERALL 3. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) N RC �'- ° ASS' ° 9 " SITE POWER POLE 4. UNITS OF MEASURE ARE US SURVEY FOOT. BEFORE YOU DIG � _` ' CONTROL POINT as noted ( ) 5. CONTOUR INTERVAL = 1 FOOT CALL 1-800-632-4949 �� _ $99/ o, MICHAEL W. ANDERSON, PE 2889 LOWERY STREET N.C. ONE —CALL CENTER sheet 8. THE ORIGINAL FIELD WORK WAS COMPLETED ON MAY 16-17, 2013. ° °,NcINEE�� C',;; WINSTON- SALEM, NC 27101 NOTE. ALL LINES AND SYMBOLS SHOWN HEREON ARE DESCRIBED IN THE LEGEND UNLESS OTHERWISE NOTED. 7. THESE PLANS WERE BASED ON EXISTING CONDITIONS AT THE TIME OF THE PROJECT SURVEY. IT'S THE LAW ° W. PN 336- 245 -1253 1 of ,nun nut "` 0 N_ M cc Q Z Unes ere shown hereon only to depict traffic flow. No lines will be Installed during constuction Sit 111 I� I Lr• Proposed Bicycle TemporerY Symbol (Note odent to flow of bike traffic) �_ ... I Proposed Type III 1 i Ela Mmde 1 (Detour & Arrow Sign on top) 1 l 1 1 1 _ I I 0 00 00 00 S1 END i L TOUR M4-8 12'x 8' S2 S3 WINSTON -SALEM STATE UNIVERSITY Note: Curb art should be sulfable for Cyclists. rE�aroDw.E, aen,yym the �— 8, NorthoStat� awe vsErr faa� r MAX PLASTIC OR VARIABLE AS DIRECTED BY THE ENGrIFF13 /WARE TES 4 HMES 4Y DIA. 1 KG' p S'.' 7 ORMlGE p nffiI.Ofi Mg .. �Y eRloE to��oan FENCE v� 41f'�� for O STEEL POST BASE iJ SIDE VIEW FRONTVIEW DETAIL D2 �I WINSTON -SALEM STATE UNIVERSITY Note: Curb art should be sulfable for Cyclists. rE�aroDw.E, aen,yym the �— Existing Ground NorthState Environmental 4' Sandstone 9 2889 Lowery Street Wlnst rFSBIem, NC 27101 p. 330.725.20101 f. 338.725.2405 www.nseAV.com Firm ucense #0-0289 DETAIL D1 Eldsfb,g Bridge CITY OF WINSTON -SALEM 3� 100' .T. 1W E;d nan Greenw Proposed Type III 31 Barricade (Detour & Anow Sign on top) OS5 S6 ST <SS > <S9 > S10 S11 DETOUR GREENWAY YIELD TO MDETOUR �Bl. DETOUR REDUCE rJ CLOSED ONCOMING SPEED DETOUR R AHEAD AHEAD CYCLIST `� -I% AHEAD MPH PAVEMENT O ENDS O M4-8 12'x 8' M4� M4.8 12'x8' W11.15 1TX5' M4-B 30'x30' 30'x 30' 30'x 30' 30' x 30' 12'x 8' 30'x 30' W33 30' x 30' co 0 yry� Z 1'F � f.I W r_ 3:p OV H= (q i Drawn by: dka Note: Scale: 1100' Revisions -AIL traffilc devices, signs necessary for the maintenance of traffic are to be Installed, maintained and removed by the contractor. - All signs will be black lettering on orange except for S0 (fluorescent green with reflective lettering) - All signs will follow the guidelines as per the Manual GREENWAY of Uniform Traffic Control Devices (MUTCD) ALIGNMENTI'TRAFFIC CONTROL Sheet 2of6 8, NorthoStat� Eldsfb,g Bridge CITY OF WINSTON -SALEM 3� 100' .T. 1W E;d nan Greenw Proposed Type III 31 Barricade (Detour & Anow Sign on top) OS5 S6 ST <SS > <S9 > S10 S11 DETOUR GREENWAY YIELD TO MDETOUR �Bl. DETOUR REDUCE rJ CLOSED ONCOMING SPEED DETOUR R AHEAD AHEAD CYCLIST `� -I% AHEAD MPH PAVEMENT O ENDS O M4-8 12'x 8' M4� M4.8 12'x8' W11.15 1TX5' M4-B 30'x30' 30'x 30' 30'x 30' 30' x 30' 12'x 8' 30'x 30' W33 30' x 30' co 0 yry� Z 1'F � f.I W r_ 3:p OV H= (q i Drawn by: dka Note: Scale: 1100' Revisions -AIL traffilc devices, signs necessary for the maintenance of traffic are to be Installed, maintained and removed by the contractor. - All signs will be black lettering on orange except for S0 (fluorescent green with reflective lettering) - All signs will follow the guidelines as per the Manual GREENWAY of Uniform Traffic Control Devices (MUTCD) ALIGNMENTI'TRAFFIC CONTROL Sheet 2of6 N M Q NC Grid Coordinates - NAD83 - NAVD88 Based on the North Carolina VRS Network Control by GPS Methods using a Trimble SPS985 GPS Receiver running on the State of North Carolina VRS System. All points shown were acquired as four separate positions at two different times of day to confirm accuracy. A minimum of 15 epochs of data were collected for each occupation. �I I I CD I I I Existing Tower CAP 1- ' N: 852,465.694 E: 1,637,196.570 ELEV: 767.02 \ (Disk- BY3 -54) LEGEND: ------------------- - - - - -- TOP BANK ............................................ INNER BERM THALWEG WATER SURFACE — — — — — — — — — — CONSTRUCTION LIMITS -- -— - - -- - -- - CONTOUR LINE W W EXISTING WATER LINE E E OVERHEAD POWER LINE — — —T — — — T— — TELEPHONE UNDERGROUND O MANHOLE (WATER) STRUCTURE N WATER VALVE (LOG & ROCK) ® CURB INLET POWER POLE CONTROL POINT (as noted) NOTE: ALL LINES AND SYMBOLS SHOWN HEREON ARE DESCRIBED IN THE LEGEND UNLESS OTHERWISE NOTED. i Salem Creek i i � 36M in V\ Ek >stip _ \ pha /t pa fh v� N: 852,356.406 E: 1,637,205.617 ELEV: 767.60 (60d mag nail) i 1 6 G� Existing Tower #13 Existing Transmission Line rgY NOTES 1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE MOSITING CONDITIONS. 2. ALL COORDIANTES AND BEARINGS ARE BASED ON NORTH AMERICAN DATUM OF 1983(NSRS2011). 3. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) 4. UNITS OF MEASURE ARE US SURVEY FOOT. 5. CONTOUR INTERVAL = I FOOT 8. THE ORIGINAL FIELD WORK WAS COMPLETED ON APRIL 23, 2014. 11 -0 :0 ort Nodh9tate Environmental 2889 Lowy Street Nlneten-Selem, NC 27101 p. 338.725.201011.330.725.2405 vA .neenv.aonl Flnn U—se 40 -0269 �Z W C O OV O �LL ■ Dale: April 7. 2014 ■ Revisions EXISTING CONDITIONS Sheet 3of6 NOTES 1. THE PURPOSE OF THIS SURVEY IS TO SHOW PROPOSED TEMPORARY ACCESS. 2. ALL COORDLINTES AND BEARINGS ARE BASED ON NORTH AMERICAN DATUM OF 1883(NSRS2011). 3. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1888 (NAVD 88) 4. UNITS OF MEASURE ARE US c SURVEY FOOT. co 5. CONTOUR INTERVAL = I FOOT ❑ Q Z 8. THE ORIGINAL FIELD WORK WAS COMPLETED ON APRIL 23, 2014. Existing Tower LEGEND: TOP BANK - ---- ----- --------- - - - - -- INNER BERM - -_- _ — THALWEG - WATER SURFACE - - - -- -- - - -- - - - CONSTRUCTION LIMITS CONTOUR LINE —W W- EXISTING WATER LINE E E OVERHEAD POWER LINE -T- - -T- - TELEPHONE UNDERGROUND PROPOSED CONTOUR (GRADE) ❑ ❑ ❑ ❑ PROPOSED SILT FENCE O MANHOLE (WATER) ✓ STRUCTURE N WATER VALVE (LOG a ROCK) ® CURB INLET \ POWER POLE CONTROL POINT (as noted) NOTE: ALL LINES AND SYMBOLS SHOWN HEREON ARE DESCRIBED IN THE LEGEND UNLESS OTHERWISE NOTED. CP#1 N: 862,465.694 E: 1,637,196.570 ELEV: 767.02 (Disk- BY3 -54) C C I G � v. � � I cfl c CD < I I I J. � E n II' r \T '1 PR M M M. 770 760 750 740 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 Salem Creek /Temporary Croce Timber Mats are to be �\ placed over the �\ ( existing paih with I fabric under for protection I \ \� ` osea °me °t l ee Qeta�� p3 \\ \ S @ �V mi 0 v Elrisnn _ w 9gspha�f path CP#3 \� N: 852,356.406 E: 1,637,205.617 ELEV: 767.60 (60d mag nail) SEEDING NOTE: Temporary Seeding will be established on graded slopes and fills -- Protective cover must be established on all graded slopes and fills within 7 calendar days after a phase of grading is completed or has temporarily ceased. PROFILE VIEW Proposed Temporary Access Alignment (CIL) r, G� Proposed Grade Limits Existing Tower #13 770 North 760 1 E N V I R C 750 740 Existing Duke Energy Transmission Line Temporary Crossing Three (3) 60" Temporary Corrugated Metal Pipe (20LF) are to be placed over the existing tributary. They are to be backfilled with non - erodible material. (See Detail D5) of 41 :1 1 Surface with Class "A" Rock with fabric underneath. DETAIL D3 at NMhSlete EnNZmentel 2689 Lowwy Sheet, WlnetonSelem, NC 27101 p. 336.725.201011.336.726.2405 Wx .nw .c Fj- Lloenee YD.0289 �Z W r_ O OV 3.0 PROPOSED TEMP Existing Ground ACCESS Sheaf 4 of 6 NC Grid Coordinates - NAD83 - NAVD88 Based on the North Carolina VRS Network Control by GPS Methods using a Trimble SPS985 GPS Receiver running on the State of North Carolina VRS System. All points shown were acquired as four separate positions at two different times of day to confirm accuracy. A minimum of 15 epochs of data were collected for ' each occupation. �I N 1 W z I I to CD I I I I I I Existing I J. Tower #12 E CP#1 N: 852,465.694 E: 1,637,196.570 ELEV: 767.02 (Disk- BY3 -54) LEGEND: TOP BANK INNER BERM THALWEG WATER SURFACE — — — CONSTRUCTION LIMITS �K�]►�t�19:?i�l►1q w w E E ---- T- - -T - -- Temporary Crossing EXISTING WATER LINE OVERHEAD POWER LINE TELEPHONE UNDERGROUND O MANHOLE (WATER) N WATER VALVE CURB INLET 1 ) POWER POLE CONTROL POINT (as noted) EXISTING STRUCTURE (LOG & ROCK) PROPOSED LOG -ROCK STEP POOLS NOTE., ALL LINES AND SYMBOLS SHOWN HEREON ARE DESCRIBED IN THE LEGEND UNLESS OTHERWISE NOTED. Proposed Boulder Toe Protection (See Detail D6 Salem Creek on Sheet 6) -t /Proposed Log -Boulder Step Pools (See Details (D8 & D9) on Sheet 6) ' 01.0 UP i 1 � _ 't I m M M. �,��II ,II 1' below existing ground ,existing ground 60' Corrugated DETAIL D5 Metal Pipe Proposed Imbricated Rock Wall (See Detail D7 on Sheet 6) Existing / R)�� Tower #13 KOTemporary Crossing Timber Mats are to be placed over the existing path with fabric under for protection s w\ app Fxistin _ 9 4sphait path u� N: 852,356.406 E.: 1,637,205.617 ELEV: 767.60 (hod mag nail) NOTES 1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE MS177NG CONDITIONS. 2. ALL COORDIANTES AND BEARINGS ARE BASED ON NORTH AMERICAN DATUM OF 1983(NSRS2011). 3. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) 4. UNITS OF MEASURE ARE US SURVEY FOOT. 5. CONTOUR INTERVAL = 1 FOOT 0. THE ORIGINAL FIELD WORK WAS COMPLETED ON APRIL 23, 2014. t h«Stat NwWtate Environmental 2889 Lowery St eet, Wlnaton- Salem, NC 27101 p. 338.725.2010 i 1.338.725.2405 www.neenv.- Firm Llcenee #60289 co 0 rZ � T W O 0 (� L �LL Revisions PROPOSED STREAM IMPROVEMENTS Sheet 5of6 Existing Duke N Energy Transmission Line Temporary Crossing G Three (3) 60" Temporary Corrugated Metal Pipe (201,F) are to be placed over the existing tributary. They are to be bacldilled with non - erodible material. (See Detail D5) NOTES 1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE MS177NG CONDITIONS. 2. ALL COORDIANTES AND BEARINGS ARE BASED ON NORTH AMERICAN DATUM OF 1983(NSRS2011). 3. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) 4. UNITS OF MEASURE ARE US SURVEY FOOT. 5. CONTOUR INTERVAL = 1 FOOT 0. THE ORIGINAL FIELD WORK WAS COMPLETED ON APRIL 23, 2014. t h«Stat NwWtate Environmental 2889 Lowery St eet, Wlnaton- Salem, NC 27101 p. 338.725.2010 i 1.338.725.2405 www.neenv.- Firm Llcenee #60289 co 0 rZ � T W O 0 (� L �LL Revisions PROPOSED STREAM IMPROVEMENTS Sheet 5of6 �Rci."i.'Q,b SIXE��c44,Pt�K i C2 -U° JF.NL, �- 18��TffJ w•.�+�F�cM o: fi 4l- IMBRICATED ROCK WALL DETAIL D7 1` \ ^o 00 � 0 \ 0' o a o• \ O \ \-�5' w\ BoW2�c F'�OV� FtoW (j PROFILE DETAIL D8 Imtalcatad Liner DETAIL D6 NorthoStatel E N V I R O N M E N T A L NonhStete Environmental 2089 Lowery Street, Wlnatun- Salem, NC 27101 P. 338.725.201011. 338.725.2405 w .nsenv.c«n ri- License p13-0289 co C) Z W C O OV co)� Number. out Survey nn bv: dke PROPOSED STREAM DETAILS SHOWN ON THIS PAGE PROVIDED BY: IMPROVEMEN DETAILS Shoat CLEAR CREEKS CONSULTING 6 of 6 1317 Knopp Road, Jarrcttsvillc, Maryland 21084 (410) 692 -2164