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HomeMy WebLinkAboutSW6220101_Plansheet - Other_20220119 (13)�l y y y y y �l y �I ♦ y �l y 1 _V � y � y CO 5' TEMP _V y _V ♦ i i � � i y y y y ���� .o,< pf ��� OR y _V � �l �l � �. NSTRUCTIO ARY y , y i % ,, y � y � y y \ - �`� _V _V j� - /� TCE _1 DB 353 N EASEME _I _V y o1 �� �l �I /'t - - rc PB 201 9, PG 147 NT y � i� , so �, _V _V y y d+'� y 1 0� I /I I / 10� _TCE T E PG 258 _ y 00 !V �� , -V _V y �I ti SCE ♦ ♦ _�\ TCE �l �l O �'� �I i �l �l y y Oo// 29kpp 215.83 LF ®0.51q \ rcE- T �l 1� � ���h too y , ` y y 0c �� CE �— �� 1��' �l -- -�-�Li y� �.-��----�-- /� _V O' O O - S _8" cspD r � 1 X� �h ti�� V'Z, ` �l . fir— - - ,-�' °4 O �l SGE QVC PVCsO+� TOE `r �` 4 ��' J i i i� C� � h h � �• �• p0 00 T °^ try q. 8 ♦ UTILITY TC �3CE/�� J , Z y ,ti p C9 S _ 30, E y o 00 �� �� % y . ♦ �l G y `r�ti � j�°J� - 5 �F p � 2 / ccE `V� ��^, rcE ♦ P EASEMENT y , - � ♦ �� TCE TCE �` \ �o � ro / �tcE��� J 166.4 �/ O l T- B 2017, 7 iCE� 0 0 a O __ O �� 5' s PG 258 3t+oo �� TCE CEO \ ��� 'O^'�0 �0 _ ♦ ♦� `, .oc� CO TEMP TCE � TCE X ti — , y NS OR ♦ y \TCE ti ��' — - tcE��l 1 h 00 10 TRUCTIO ARY rCE-�� _� �I / 11 % �� \ "� J 0 (CEOP�` a�o,� ti y ' %ti o`V DB 3539 EASEMENT ` ` �1- rcE �l • 156.83 LF Q 0.46% ��� J TCE TCE // ti�ti PB 2017, P G 147 . �� rcE,� ins ' , SS-/ 8„ SDR 35 PVC tee, TCE TCE TCE TCE _ — Z — — — — — — - , ♦ e�°�C QQC� ��, G 258yE_TC �`T—�/ / \\ 33+00\—T=TCE�TCETCE I----------TCE�-- , \\ / ��PO� J�4� +O // (cE/ / ♦♦ TCE TCE TCE \ \ \ \ 34+0 TCE TCE TC 1 t' w`� G°0��' O I tGE / \ , / / / / ♦, TCE TCE TCE 0 374.S2 LF ®0.45% v� - -TCE-_�T� = TCE ,1 e ♦♦ TCE�. TCE $„ SDR 35 PVC '� CE t / / / ♦♦ TCE TCE T TCE TCE— — — 36+00% TCE TCE TCE \ got36'F61.06 TCE TCE TC E`lam\�� \\I� Mw i no TCE TCE TC � TC � TCE— TCE ,JI \, --A\ T -� TCE OrL \ IN�� ���� 1 CP 'o MH-9 TO SSMH #9502_ SANITARY SEWER 27+00 TO 37+00 275 275 270 270 LO 265 265 260 260 LO 255 255 If 250 250 245 245 240 240 235 235 oo O N 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. N O � N I to � N I N= p � O� OM�� N OOO�NF- N N N Z O =±�>> �MO_Z 00 NoONZO I =N�» �MO_ZZ � O � O M O N CO r N H �p In O 014 � N �NO_ZZ � N I= � O O O� O OpN O�N� O� N j � N Z O » N I � N�NZ I �NO_Z �v O O 00 O N� N �� N� � + N � � NO OC�000 �Cp �MMN O>O�NN� \ / 1 / / OF WETLANDS STA 29+73 EDGE OF WETLANDSc+o STA 31+12 =CO � NZZ� �> > > r7 �z z z --_/ ---- EDGE �� EDGE OF WETLANDS STA 24+37 166.45 LF � 0.72q, g" C900 PVC 215.83 LF ®0.51% 8" C900 PVC 156.83 LF C� SDR 35 PVC LF � 0.45% 8" SDR 35 **TESTING METHODS WATER MAIN PIPE BETWEEN MUST MEET STANDARDS FOR MH-26 AND MH-27 374.42 PVC r7 N N cfl N N N r7 N � r7 N r7 N N � N � O N O N N � � N N N N O M N N � N r7 � N CO N N � N N O � N cc � N ■ 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354 wwwAD site solutions.com REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 7 SEWER PROFILE CLIENT 1041 B Robeson Street Fayetteville, North Carolina 28305 Phone: (910) 339-6330 Fax: (910) 964-9089 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1070 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER C-5m9