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SW6240105_Plansheet - Other_20240424 (5)
NEI 4Dsite solutions I / LEGEND: civil engineering I land surveying I / : A - EiP 0 EIP—EXISTING IRON PIPE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 EPK0 EPK-EXISTING PK NAIL office 910-426-6777 fax j 930-426-5777 license number I C-2354 ERG wwwADsitesolutions.com O ERB—EXISTING REBAR ■� 1 o COMPUTED POINT N/F — NOW OR FORMERLY cy / / /N �■ ,` R/W — RIGHT OF WAY � � / � � � � � / � � PROPERT��� Y LINE ����\1111111//�7/ / / ° / l I I `� `�' ADJACENT PROPERTY LINE `����-(N CAROB//, TIE LINE �� 0,• FESS/p s• ♦i �♦ RIGHT—OF—WAY .4 e w� WATER LINE — SEA 0274 f f J-- r r , // OVERHEAD UTILITY �' / / 1 / //I / ■ \ �/ / s— CREEKWETLANDS N� •.�aZ / Jam".// / ry�o / f /� , / f 11// ' J ♦ l �� I _ 30' 30' 30' VEGETATED BUFFER ♦♦/ CO7 ``� PLY, T••8�` �`�� Ld ���/IIIIIIN�� PP I A o I w J, ^x .� / �/ , .�, �.�. •♦ e ,�.�. �.�, y.� ,�` . EXISTING EASEMENT LINE •� 3 I +- ' O / ^/ / / 60 1 1/ / / < ✓ ♦ / / X FENCE LINE U,[/,� Z-24/ w N// ♦� > / o i i o TREE LINE N ' J / // 1 f/ // /J / l < r ♦J h `1' ✓i /� 230 MAJOR CONTOUR O89 r= / / / / / r ( ♦ ) / / 232 MINOR CONTOUR I �. ` �/ r / �� •1 REVISIONS o x z34.a7 SPOT ELEVATION 2Ao I o 6"X6" TEE ,O/ o / / ✓ / ` ♦ r BENCHMARK 15+54.1 /) / 9+87.0• s �6 / J / Mo �- SIGN SIGN / ,oj- o ,� ��_ I /. xe.. GV � ) ♦ ■ CA 4 STREET LIGHT I _ _ ©TRANSFORMER 15+64.1 o I I 68 10' UTILITY & pp UTILITY POLE �3 N I ^ I i O DRAINAGE / ko° 15+44.1 \ / �/ / f < ■ � 14 �� C GUY WIRE TY EASEMENT cn I EASEMENT / , \ PLUG & TAP 2" 61 1 w uwi a I ' / i�G ( 10+43.4 O / // ■ ■ 1 ' J \ ` �, , ❑T TELEPHONE PEDESTAL Of W o, ' I 78 10'LIFROM CENTER ��21 GO��c�55� �•yam \ \ \ / I / /// // l ■f --� o))) ! ' 1 o D4 WATER VALVE Z o i° I OF WATER LINE `' p`� y P //� 2" GV �10' UTILITY & / f / / 4 \10 J� FIRE HYDRANT 0 Of m I ' 45° BEND' 0 ��O v \� FH \ 10+53.0 \ DRAINAGE �� ) 1 ■ 30 30' , J� �.•�� J yIJ WATER METER `�c�o I I _ I �� gy / 10+38.0 \ s \ EASEMENT �� i r� �r / / Q ■ r ,�, 88 I ,13�27.1 O �G ��/ o. S�/ e / / // `• v ASPHALT 45° BEND t1 Q / / o\. \ , \\ �P F / / / •�, ^/_ - _ _ ' f FH �.�� �0 i d G 6' GV ( 10+38.0 13+04.3 ��' - _ ��"_j WETLANDS o �I / G�\ � �P / 1 ■� UNSUITABLE SOILS \ ) I N ` e„ GV — . . — . . — . . — . . / ` �\ \ 2 � /f // ■ �� �.- PROPOSED FIRE HYDRANT 6"X6" TEE: 45° BEND \ <� / / / / / •�, • ` `� o 15+99.4 + 0 10+48.0 -- - -- 13+37.7 / \. rj c� Gj \ j ��° I 1 • �- �- \ �� ❑■ PROPOSED WATER METER }a 9+87.0 I W6 W6 ��45° BEND / �`�' \� AGO\ j / / I ►� PROPOSED WATER VALVE 3 :s+7s io+oo �\ L TSV ►N PROPOSED TAP SLEEVE AND VALVE o I 6" GV 11.25° BEND \� i ��j\ ��� / / • 3 J I 15+89.4�— 12+75.4 4 230 10' UTILITY & / / / "` • PROPOSED BLOW OFF — � / �� �� DRAINAGE F2 I PROPOSED TEE c� EASEMENT wI I / — . . — . . —� . . — . .�. . — . . ...� \ J \ \\ \ / � ' f Lr 87 : / 10' UTILITY & >F I o I DRAINAGE PP / / j: I i 79 / EASEMENT \ \ "2" BO PROJECT NAME 12+63.8 0 %- 21 . \ , ELYSE N I N I N ` 22� r0 / '0 / f - 0 , \Z_ \ / / - '^ �/ 63 -- " MEADOWS I ' SUBDIVISION \ \y \ o Al�' Uj FH � 13+30.6 I O 6" PLUG & TAP 2" 13+25.1 I I 0- m / O 13+15.1 'I o I' ; / r ��� �\ ., _ DETAILED UTILITY PLAN / 17 \ \ 5` ors f � I ' N ? I / 10' UTILITY & N ! I > DRAINAGE EASEMENT I I IZ J / / / / / / CLIENT Ld Ld LLJ / 1 Co TRIANGLE LAND 0 -:3 ) PARTNERS, LLC fA 2" BO 10+51.1 J l PO Box 5548 Cary, North Carolina 27512 Phone: (704) 608-3085 / 83 10 UTILITY & O I I DRAINAGE PROJECT INFORMATION EASEMENT DESIGNED BY: CALEB SHEET KEY 84 DRAWN BY: CALEB F C4.1 CHECKED BY: SCOTT PROJECT NUMBER: 2000 0 C4.3 C4.2 DRAWING SCALE HORIZONTAL: 1"=60' DATE RELEASED .10 GRAPHIC SCALE APRIL 22, 2024 60 0 30 60 120 240 Know what's below. IN FEET � SHEET NUMBER Call before you dig. I inch - 60 ft. C -404 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED