Loading...
HomeMy WebLinkAboutSW6240606_Plansheet - Other_20240830 (2) ■ sl e o INDICAIt� ���.� ., o, 253 254 255 o / A 256 �e1 SEWER LATERAL TO NV: 77.75�/ \ / PO-6 p0-9 \ w of I r r �i �� solutions UTILITY CONFLICTS r �R \\\\\/ P 8 �i AVOID 80` \ civil engineering land surveying / TYPE 75.95 `;LQ' o / w ` SEE DETAIL ( �j2sR //\\ PAS PAD e .0 257 �� y \ / 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 / S / \ \ 15 �S office 910-426-67n fax 930-426-5777 license number C-2354 AE 2 � w �1 P0- . o YF �' 76.15 \ � >g258 \ \\ \ wwwADsitesolutions.com .000 / MH-4 00 L 2/ PAS W 259 wz �8\\ 00 - 83 13+14.87 1. Q / / RIM IN 72 gl +�� 7s.10 '� �/ 1 It IN 72.15 (MH-3)6 -d: G N MH-1 4'1 \ 12+87.5 IN OUT 72.05 (MH- ) � �/ 260 \ \ 12+36.3 TOP: 82.22 I / PAD 261 $\ "0�111MI '' o Z �\ 252 TOP: a2.48 NV: 77.22 PA g1,90 PAS 249 CI-3 n Mtn \ I BRIM 82.580.00 __ LOT 249-251) I \ a INV: 77.48 rOP+854 PAD to i INV IN 74.70 ( 1�+ag2�a - -- - Nv. 76 93 \ 9 INV OUT 74.60 (MH-2) 2 _2 / z SOP' ���: s3 _ �� �-a1� `��p:•O�ES3 10�t �i� TOP+17.3 - O O •Q� •� 12" 89.8 o OrT ro m 82�� 13+00 rNV: 765j7 N �o. 1 I \ SEA 0�---122.03 LF C� 0.53% 8" SDR 26 PVC I / J F \ � �q 0274 ® o z 12+o SS CI-11 roP,+82.20 2 L . C CI-8 Nv 76 20 8' .. NE..•' PO-4 I \. ro73xs�s 8 W8 14+or 15+67 8 vl,' 8 75.45 p � TOp 3 a$ 5 Q'\ >699> I �: i/ 26 VC \S 76.00 w 75.00 CI-10 50' pV A 81 ` Nv. 80.82 6k�g0�S TOpsXB > P ' 8 i 2+ss.7 Bt�C R/w 5 82 �oP �5? CI-17 ti� 2" BO CI-1 O 5�R TOP: 82.23 S Te so 248 r 13+76.8 " S �J. (DOUBLE) 0 oT / N �- g PLUG ® 0.52%a 69 tMH-3 NV: 77.23 1 0 5 rn CI-7 1S}� �1 . 11+92.39 1.00 L 13+7g.a 74.909j tF ® 0 509 0o CI-14 2„ BO cm ; 1.45 N PAS \ 2" BV & TAP 2"�Y q5 V'r .N8 DOUBLE) SOP'. g2�� RIM 82.43 TOP' 87. __ 8" PAD MEND 13+09_7 13+03.1 \92 ��( 11 INV IN 72.90 (MH-2)4 NV' 76,jj SCR 26 16+19.0 73.70 io GO OPSE. A c' 7s.5o INV OUT 72.80 (MH- ) FH 2.. BV pVC Lq \NP _83 14+25.3 TOP f52 g\ W' 16+0p 2 BV � o REVISIONS ORF \ g" GV 14+13.3 20 \ 10+31.0 W8 B' PLUG �rNv' 87.4p � CI-13 16+22.2 x & TAP 2.. ?s.qo � � uo �s / � k�e - � 14+18.3 � � S � 3 73.60 / OP 85 2a B. 75 O^/'7+0p 1 2 �1 184 ca + 8"X8" TEE N�. PAD PAS �� ���� 0 12+98.5 \ _ 17+21.74 2 po-2 247 \ l 10+16.0 a5 268 O a"l �o 267 PA 4 � MH-5 � �� a I ■ O 95 PAD e Z. 16+82.72 0.00 �o j I MH-2 GV PAD 6 _ W y 13+12.58 0.00 8 � RIM 80.01 _ 12+84.5 266 a� ! ■ �1' y / INV IN 70.20 (MH- ) o l y RIM N 70.00 (MH-1) FH / INV IN 70.85 (LOT 261) W2 l� z1 y�� y v 41NV IN 74.65 (LOMH2 3) \ I � 12+71.3 4,75/ 265 INV OUT 70.10 (MH-6) \ CI-16 ® y INV OUT 73.90 ( I I PAD y (DOUBLE),_ l. o W �. 5. i o y 8 �� 82 G sQ y y \ D y y y y �`� \ I 269 1�1 -� .r ■ ■ 10 O ROAD A 501 R/W (PUBLIC STREET) ROADWAY PROFILE 9+50 TO 17+50 PROJECT NAME 100 100 VILLAGE AT ROCKFISH 95 _ 95 PHASE V U i� o (VARIABLE LOT) L v r-� o M Cy r O r cljI I > O � _ ~O�-p UH? O�=O �� CO0)O 90 oo 0 Lo o �+ ri 0> M_oo ��z 90 O O O rM N:O U F-- o0 0,t ,� ¢� 00 rn I O> OF - �rrr�- II II � r0 c� I Z � .. N N o0? ?O H >Q II V 0 1 � M I' N Cp NCO =+�> >>-tn �N w g I oOI m��zzz 0- w �r- oclj o -0 Mo o --o ^ ROAD A PROFILE O N �� 0)�� N N U COO O ON 0�0 O + OD Woo- MN000 �ONOr� COS r� OO�H r000� � � Q� 00 O O r 85 - =+�ZZ �4FOZO �Zo ��° "°'Z0-�0000ZZ0 II II 85 � o __ _+�» moo- oo I > =+� >> Q > 3.po9 ��2 K �0 �O?o N w - - - - - O cJHzz > - - - - - - - - - - -0.50% Q - - - - - - - - - - - - - - - - \ 24.50 LF @ 0.53% 15" CLASS V RCP 80 80 24.50 LF @ 0.53% 15" RCP CLIENT 24.50 LF C� 0.53% 15" CLASS IV RCP i� 8" C900 PVC 72.22 LF C� 0.50% 15" RCP SIDS MILL 0 2" SDR 21 PVC 75 ° 75 PROPERTIES, LLC 192.45 .LF:.. N r:C�..0.52% I ;::122.03. LF_(c� 0,53%_8" .S.DR 26 � ``' ,, PVC.::':''':''%::'r'`:''.`:'`''%'r'r::`:.`:::`r'`;`` ` `:.`:`.`:`:'`:'::'::'::::::::%: ::: .:,:. . :....:...... I F-o oXo+ + 0,50%.8 . ... . . . . . . . . . . . . . . . . . . . 002-00 O r r n r Driv M 8000 Co o ate Ce to e P 70 N�,- ;+ 70 Charlotte, North Carolina 28226 Q+ <I N o- N Phone: (704) 877-1178 _ poi >N 130.00 LF C� 0.50% L� m� M +-m+ 8" SDR 26 PVC C-DJ00 N� NCo °° PROJECT INFORMATION - - - - - - - - EXISTING GRADE 65 FINISHED GRADE DESIGNED BY: CALEB 0 4" CO 0 STORM CROSSING 0 4" CO 0 WATER CROSSING DRAWN BY: CALEB NOTE: CHECKED BY: SCOTT a 1. 42" MINIMUM COVER TO TOP OF WATER LINE 2. ALL STORM PIPE TO BE CLASS III RCP UNLESS _ PROJECT NUMBER: 2050 OTHERWISE NOTED. N 60 60 DRAWING SCALE O N N N N N N N a o L O O O u7 O O u7 O u7 v7 Ln � N O O r7 "� "� cV N cV N N N N N N N N o N o 0 0 HORIZONTAL: 1"=40' N co co ao °� ao ao co °� oo °� oo oo oo oo oo ao CO ao ao oo U VERTICAL: 1"=4' co Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 DATE RELEASED o N GRAPHIC SCALE s ao 0 20 ao ao 160 MAY 6, 2024 J U Q ( IN FEET ) SHEET NUMBER o 1 inch = 40 ft. N O N N N NC -500 o a` a