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HomeMy WebLinkAboutSW6240105_Plansheet - Other_20240424 (2) 4Dsite solutions Civil engineering I land surveying 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 ND, I , office 1910-426-6777 fax 1910-426-5777 license number I C-2354 IwwwADsitesolutions.com --•, I �1 \�c� \ ,r,11111111// Ln NELSON H. PAGANS I —�1 / ' �\�� I ���OQ.••• ESS/ '•.� ��� U ' I DB 1626, PG 376 i--.1 \ N/F / ,, ✓c% �� ` \\ �� \\ O�< PB 2016, PG 360 I A WALTER T. CLAREY & WIFE, �l r / ♦� ' �, �� 0SEA 274 \ TAMARA L. CLAREY / \ w I N/F DB 3471, PG 543 ,i /� = I NELSON H. PAGANS & WIFE, \ I / �j/ ) �� w PB 2016, PG 360 s� w I Cn MADB 2970, PGPAGANS PP,!'' �,� / �/ ♦� .v > •v •vj �� p ���///�cOTT•.g�````�� w I PB 2016, PG 360 \ ♦ .1 L•1� •1, / / ��/IIIIII1 Ld J � ���' —�''��� NN REVISIONS Q I ' _ RECEIVING 50 \ / ' /�. ♦ `�� ♦ / / I / 50 LF 12" STEEL CASING PIT I .� � FH — & 50 LF 6" DI TO BE 6"X6" TS&V INSTALLED BY JACK & —— + 9+84.8 —— —— —— —— —— —_ —— — / � SR 1229(MCDOUGALD RpAD LOCATION WOF EXISTING WATERLINE 0 / / f ( AD) I 15'X40' BORE PIT NF N / / I 10+52.5 I46+65.3 I I I �� ��♦ I I l f I I 10' UTILITY & , 'A 2 GV DRAINAGE �j a 46+63.7 �♦ ( I \ I Oo EASEMENT _10'U774/ Y I I ° ' . I \ I \ PROJECT NAME _ _ rig EASEMENT f ,l I I S i../ �° / ♦ ♦ I goV �34+- ' 0p 00�� . _ 45° BEND I I I / �— ' / f I ( 1 I W6 _ _ 12+02.1 T i ; : _ - -, ,y - — r l f ��� I ( ELYSE 45° BEND 6"X6" TEE 1 I GASP �'�R 21 p __ 12+16.9 12+42.1 — 0/ P G ' �C ♦ ♦ ' 1 1 5p' R BAN VC f' — 10' UTILITY EASEMENT _ . . _ . . — 2 I l l I �BLIC & COVRT �_ — -- 38+92.1` — . . — . . l— . . — . . — . . — . . — . . — . . — — . . _—_ r SID -� // �L �L� _ UT,L,Ty -+oo -� — --- - __ 25s_ _ -_ -_ __ __ 2 -� , f I ) f N r � J ) r MEADOWS \ _ ��ACCES \ 44+0 I _ I0 39+ 43+ 6„ GV oo W 2„� / / / I / I N/F \ �� \ \� I __ 38+82.0 50 R/W (PUBLIC & UTILITY ACCESS) ——— ,44+45.7 /�• / / SUBDIVISION CAROLYN EVONNE \ 45° BEND W6 W6 W ♦ / I TRACT � 6" SDR 21 PVC _— __�— _ . . 6" PLUG & TAP 2" � � ! / � / � DB 2397, ry� 12+48.9 25iT— / UTIUTY EASEMENT FH 44+35.8 �,-. J / / J — . . — . 45° BEND W . — l � � � / 16" GV to / FH. . — . . — . . — . . — . . �. — . . — . . — . . — . . — . . — . . N / I 12+79.4 Ln 6„X6" TEE / I 12+69.4 � 4, 39+0 i.5 N W � I I � � � I� •` CA 1 � ` \ \ \ ''— � �I � l goo � r �/ i ( M0) 1 I J 56 ICnI 10 O O ? DETAILED �� I- m i O / < � I 9 1 � � � r 1 I I ( I l f f �/; �,. I f r� L� UTILITY PLAN III � l � / IIN II / 1 � r l � 7 ( ( f NE _ -� A TCH L� � �E-- / I� I HEFT C-�—►- � L MATCH LINE — SEE SHEET C-4.2 LEGEND: 4. EiP Oa EIP—EXISTING IRON PIPE CLIENT EPKO EPK—EXISTING PK NAIL ERBO ERB—EXISTING REBAR a COMPUTED POINT TRIANGLE LAND N/F — NOW OR FORMERLY R/W — RIGHT OF WAY PARTNERS LLC PROPERTY LINE 7 ADJACENT PROPERTY LINE TIE LINE -- RIGHT—OF—WAY WL WATER LINE OVERHEAD UTILITY CREEK PO Box 5548 WETLANDS Cary, North Carolina 27512 30' 30' 30 VEGETATED BUFFER Phone: (704) 608-3085 EXISTING EASEMENT LINE X FENCE LINE TREE LINE 230 MAJOR CONTOUR 232 MINOR CONTOUR �\�E sod(/ PROJECT INFORMATION x 234.47'SPOT ELEVATION BENCHMARK O SHEET KEY U' DESIGNED BY: CALEB N SIGN SIGN m TRANSFORMER DRAWN BY: CALEB N STREET LIGHT PP. UTILITY POLE C4 1 CHECKED BY: SCOTT C GUY WIRE _ PROJECT NUMBER: 2000 ❑T TELEPHONE PEDESTAL 3 D4 WATER VALVE C4'4 .� FIRE HYDRANT o DRAWING SCALE C4.3 C4.2 o ❑❑ WATER METER ASPHALT 0 WETLANDS • HORIZONTAL: 1"=60' o UNSUITABLE SOILS z a PROPOSED FIRE HYDRANT • 9 ❑■ PROPOSED WATER METER DATE RELEASED ° H PROPOSED WATER VALVE > TSV GRAPHIC SCALE H PROPOSED TAP SLEEVE AND VALVE APRIL 22, 2024 0 PROPOSED BLOW OFF 60 0 30 60 120 240 0 F7APROPOSED TEE Know what's below. N Call before you dig. SHEET NUMBER W ( IN FEET ) 0 1 inch = 60 ft. —401 a m 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