Loading...
HomeMy WebLinkAboutSW5240801_Plansheet 8 - Other_20241119 (9) LEGEND LINES SURVEYED TED G. GUPTON � �� �'"T LINES NOT SURVEYED PIN #286015620792 D.B. 1528, PG. 335 OO — OVHD DISTRIBUTION LINE(OVERHEAD) GUYWIR G GAS LINE INE CATV — UNDERGROUND CABLE � _ � � \ 1 I / / \ \ ���-\V - - - - - - - - - GRAVEL LINE / \ \ \ \ \ \ \ \ I I STR#15 \ / / � I \ \ \ \\� i�\ RIGHT OF WAY LIMITS \\ \\ \ \ \ \ \\ \ \ \ 1\\ III 1 I \ I / N I \ \ \ \ \ \ \ I I \ I R/W ROAD RIGHT OF WAY I�\ —--- --- DITCH LINE 50 GT W WATER LINE UT UNDERGROUND TELEPHONE LINE WOODS LINE WELCOME SELF STORAGE 2, \ \ \ I APPROX. LOCATION OF \ \ I \ \ \ \ \ \� I I � 50' \' / ` UE UNDERGROUND ELECTRIC LINE LLC TEMPORARY TAP LINE. TIE IN \ \ \ \ \ \\ \ \ \ ' \�\\ \\ \ I ) \� \\ �I I I II \ - i ` S SANITARY SEWER LINE PIN #286015622642 TO STR. 15. (INSTALLATION BY \ \ \ \ \ I I \ �\ �" ` SA-1 —x—x—x—x--x— FENCE LINE D.B. 3274, PG. 774 OTHERS) \ \ \ \ \ \Ok� \ \ \ \\ \� � \ \ / I \ \ I \ < c INTERMITTENT STREAM 0 PROPERTY CORNER(FOUND) LJJ EXISTING CONCRETE MONUMENT , I ` LIGHT POLE TREE o APPROX. LOCATION �, STRUCTURE N OF TEMPORARY TAP I ( � \ \ \ I \ \ \ \ \ I\ I \ ( ( \ ` ` y X WIRE HEIGHT LOCATION o INSTALL MOBILE SUBSTATION STR. INSTALLATION IIII \ \ \ I<v \ \ \ \ \\ \\\\ I I \ STR \ \c' ` \/\ \\\ C14EQUIPMENT AND TEMPORARY ( , \ \ \ \ \ ` (NTS) NOT TO SCALE 00 ) O \ \ \ \ \ \ `�O \, \\ ` \\ ` o Pt POINT NOT SET � TAP LINE (BY OTHERS) BY OTHERS I \ ( � \ I I ( \ � \ \ \ ` POWER BOX \ \ I - N A V \ \ V A = A\\v v / I I I I ti ENERG N SS o ( ( \ \ N \ \ \ `\ \ \\�\\l T o CP COMPUTED POINT ❑T TELEPHONE PEDISTAL _ \ I #2860156330� N ` r, \ \II II \\� 1 1 1 / / \ jr II \\\ 1 SIGN POST l CONTROL POINT Jo I I �.B. 2678, PG. 166 ss sN� \ �, \�\ / ) ! \ \ MAINTAIN TEMPORARY ( 11 �\ / r \ TIMBER FOUNDATIONS � \ \ I J.B. 586, PG. 490 \ o \� �i 1 \ DOUBLE ROW SILT FENCE ) �. I I TELEPHONE PEDISTAL ~ T_:�' TEPHEN DEAN N I I D.B. 893, PG. 621 \ \\ \ AND SILT FENCE / h \ f// __ v ATCHELOR \N I \� v ZONING: GB \ \�/ /C \ \ J OUTLETS I / i / / I FENCE CORNER O C) 00 \ \ I / © WATER MANHOLE ZO N PIN 286015623232 Qo C� / / \� \\1\ -\ jj 0 WATER METER Cn D.B. 65, PG. 416 265.38 �p I I I-sa � / / / \ _ / \ ' 11 \ \ \ 1 I I \ ) � � I o ZO NG: GB / 26Z 1 /c I �' FIRE HYDRANT ry TEMPORARY STOCKPILE � �•01 Lo I / 260 ' )/ I w STEPHEN DEAN CD f o AREA(2,196 SQFT) BATCHELOR S3°13'16"W 262, 260 � \�\ �\ \\ \ \ \ \ \ \ = ® WATER VALVE 00 — PIN #286015624653 o / \ 2 • 53 1/ l\\\\\\\\ \ e\ \\ \\ \ \ I I / / _ \ 265.13( 55 254 - 2 4 \ \ \ l LOD LIMITS OF DISTURBANCE 3 D.B. 1845, PG. 706 N 261 \\ ZONING: GB [�8 9 OS — \ 260 256 \� A\\\ \� V A VA\ REPLACE AND RAISE �� "Bu�� - STREAM / , TEMPORARY LAYDOWN AREA \ \ �\ \ \ STR#13 (BY OTHERS) \ / 50-FOOT JURISDICTIONAL BUFFER \ S2°34 30 E � � 259/ N I \ 6� �� oLk /2$ AlI 9�— (5,943 SQFT) / � \ \ \ \ \\— \ \ \ 1 )l // I MAINTAIN 12" 0 COIR SF TEMPORARY SILT FENCE _ _ _ \ \ \ \ 1 I /( FIBER WATTLES. ti � ` / \, I \\ \ \ I I / 1 � � / TEMPORARY WATTLE > > TEMPORARY/PERMANENT DIVERSION DITCH 2 z=a m a 265.38 ' s � I / I 1 lI � PIPE INLET PROTECTION/WATTLE CHECK DAMMAINTAIN 12" RCP n MAINTAIN WASHOUT 256 ' CULVERT -�J \\ 11 \ I / / REPLACE TAP o i PIT Lo R — ( ( STR#1 AND HARDWARE 1- • N _ _ - -T---T- - N \ 11 I I ® WASHOUT PIT �6 0� I I \ \\ I I 1 )/ I j l (BY OTHERS) w \ 1_ c,� 265.13 2s - ) \ \IIlI 1/ /� — —�� a / PIN #286000630549U MAINTAIN CONSTRUCTIONENTRANCE 1 \ \ ~ o \ —�6 / I l r \ \ \ \ \ l 11/II \\ e 3. 993, PG. 125 CONSTR. ENTRANCE Icoo 4 CSF \ F - '2� \\ \ // \ OFF MAINTAIN ACCESS. 0 I N - 26� — _ ti`O� i I I / \ \ \ / \ ) I\ \1 �— NO FILL ALLOWED. a — V \ \ \\ _ N x I 1 I 1 \ / I I 1 �, \\\ ACCESS, NO FILL ALLOWED rn 259 5z o la �� 26 / I TEMPORARY WATTLE I \ ) I ° I a / // CHECK DAM - — -- = I I11 \o N \ \\_ MATTED ACCESS 255 c2 o Co N I'_0 O r7 �5 TEMPORARY BRIDGE C14 �02 _ I� �N\ ` / Or ry $ �6 _ I L \ / LO$ ,—T L�OD �- L - \ \ \ \ \I \ L \ / / \ \\ \ _ ))\� 65 PROPOSED MAJOR CONTOUR(5-FT) 2 -�°O� 38_E - / I1' /`�' �4� 36 cy �N 1 I I \\I _ �/ 64 PROPOSED MINOR CONTOUR 1-FT _, \\ — -260— _r , — � i /� .2�0� / / / l� ) l N I I I I \\�`\I ( ) o \ MAINTAIN TEMPORARY — — _ — — /� / / 1 / / � c PROPOSED TREE LINE SINGLE ROW SILT FENCE y TEMPORARY WATTLE V I -256' I I I I CHECK DAM \ I I GRAVEL SHOULDER _ I o- / I ( jr-u CLCl.1 RIC, INC. RICHARD 1 (10,,,,.,� - uwvJON AND \ \ / PIN #268015628604 I WIFE, IRENE CREEKMORE . �/ ACCESS ROAD c /� D.B. 2130, PG. 386 FERGUSON w ZONING: GB PIN #286015721905 S TEMPORARY STOCKPILE D.B. 1697, PG. 311 / GENERAL NOTES: j 1 N I �'� AREA(3,335 SQFT) SECOND TRACT \ \ ZONING: GB / \ l lFF 1. SEE GENERAL NOTES SHEET 2 FOR EROSION AND SEDIMENT / \\ � CONTROL SEQUENCING AND GENERAL GUIDELINES. LIMITS OF DISTURBANCE N G TOTAL AREA: 10.0 AC N � 1 O N o MAIN IBERIWAOTTLOIs MAINTAIN IB R WATTLES.COIR EROSION AND SEDIMENT CONTROL SEQUENCE O / PHASE III: E 1. REMOVAL AND REPLACEMENT OF TRANSMISSION FACILITIES (BY / \ OTHERS). Z / 2. INSTALLATION OF MOBILE SUBSTATION EQUIPMENT AND r� MAINTAIN TEMPORARY TAP LINE (BY OTHERS). w TEMPORARY BRIDGE / 3. INSTALLATION OF NEW TAP LINE (BY OTHERS). (n OVER STREAM. / / \ o0 4. REMOVAL AND REPLACEMENT OF SUBSTATION EQUIPMENT (BY I / \\ OTHERS). I I �, 50 5. INSTALLATION OF GROUND GRID (BY OTHERS). \ \\ \ \ Z r o EXISTING STREAM ` +, r REPLACE AND RAISE o STR#12 (BY OTHERS) Graphic Scale ry Li � r ` 50 0 50 100 FT \ O 0 } Q 1 inch = 50 feet >, 1 50 \\ \ \ FF DUKE 7 0 \\ WSP USA ENERGY® Q �G ENVIRONMENT& INFRASTRUCTURE INC. PROGRESS T1 �, 5710 OLEANDER DRIVE,SUITE 110 WILMINGTON,NC 28403 TEL:(910)452-1185 FAX:(844)648-9591 411 FAYETTEVILLE STREET ENG.LICENSURE:F-1253 RALEIGH N.C. 27601 TELEPHONE NO. (919) 546-2090 (n G 11/15/2024 ISSUED FOR REVIEW- 100% DESIGN RS WN MB ���� \� \ F 08/01/2024 ISSUED FOR REVIEW- 100% DESIGN WMN ML TL '(G 1�\ \\� ,, TITLE ° P. /� � �CARP �, SPRING HOPE 115KV E 05/10/2024 ISSUED FOR REVIEW- 95% DESIGN WMN BBC TL 5��� ���Q�••�ss•'•� �'� SUBSTATION REBUILD D 04/19/2024 ISSUED FOR REVIEW- 75% DESIGN WMN DCO TL OQ r•� - EROSION CONTROL - PHASE III (n C 03/15/2024 ISSUED FOR REVIEW- 50% DESIGN WMN BBC TL 0,53g zq LOCATION 805 EAST NASH STREET, SPRING HOPE, NC m 0 . I y SCALE AS SHOWN SCALE RATIO 1:1 DEP PRJ. NO. 170911AO1 >' B 03/01/2024 ISSUED FOR REVIEW- 30/o CONCEPTUAL RS WMN TL �� ,y.�I+plp • •��: A 12/15/2023 ISSUED FOR REVIEW-25% CONCEPTUAL WMN BBC TL �i��'y,�Ei11i► DRAWN RS CHK. WN APP. MB ° N0. DATE REVISION DR. CK. APP. DATE 11/15/2024 JOB NO. 7818230203 DWG NO.: RDC-28668- 8 OF 18