SW6240606_Plansheet - Other_20240830

Fyy �FW �
Fw�PW FW �FW FW -FW -FW
F \ \\
4Dsite
FW
solutions
a
SITE / _ J \j civil engineering land surveying
L _ \\ \\\
\\ \ 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
/ �\ t ��- \ \ \\\\\\ office 910-426-6777 fax [phone] license number I C-2354
OB T� �\ wwwADsitesolutions.com
2c;
N G ,/ 5
�X � ^� ---� _ `� ROCKFISH CREEK 9=-� -�
FWD' '` L �/ `
L / �_ �\ .`/ t t ``� -� -,ice // % 0.
0.
TOM STARLING RD / =f�1�Zv�- EE -�~�� / e� o
toe SE k _
Fw0274
\ _ \
1
�• ,OO _� YF �.- �7°e��T \ �1 .�./ ✓ \ j�� �i :-�����- FW i p8� I •••G NE••• _a��
/ 78 ��� _ �O° \ �\����� =�, `FW ^` - �' - �f woe- \ 1 I L ,,,;sCO.....•g��`,,
100 _ \ 8, �\ Fwi� ��` / / � �T
too ,
� � \ \\ � � �FW FW +FW �J/ / 1 I \
NORTI-1 �' ��/ - - O - \ \\,✓�j� � °°-'�T °0/ / 1 \ v r>rj
VICINITY ASP/ �° j�� 1 ��� $z 250 - So
� � \ \ ( � REVISIONS
NOT T0,00S ALE -- $3 \ \ ZONE A
PAD 84.15 / \ I
,00� /� '�� / Z t� �� \ o ZO11E1-1� �\ t \W\( / *1
251
75 1�
Iola �� \ `•\�Z t
` i / IV
TOO
PAD 84.15 \ / 2�' \\80\
100 YF / ?100 YF
/ l o° INDICATES BEND IN 14+75.3 O/ O \ 00
roP: 82.75 O \ o� / \FW--..-r� �- 1`=�%/f�. � SEWER LATERAL TO Irvv: 77.75 � -` � � \J r
��\0 AVOID UTILITY CONFLICT A 8 1 1 ((r f 1 I
ZONE AE SEE DETAIL (TYP) r / 255 oa ` ` I
$ \ / 75.95 �2Qo xS 3
� / PO-6 253 80 DO-1 2 o
��. 100 PO 9 t�"
o PAD 83.80 PAD 83.50 \ o \ \ r °ot
7- 15 /\ PAD 83.25 256 too A 1 \ \ ( 1 \
o \ N / D R9.83 �I \
8 v ^ 76.10 / 4t / 1p0 \ \
Ci-
\&
r- In
A .,�`�� 249 �02 � � - \ PAD 83.00 �/ ` $ / PO-18 - / � \ \ \
\ \ PAD 83.95 MH-1 . . �� 257 TOO F I100
\ ��\
80 _
\ CI-3 14+29.58 0.00 PAD 84.15 \
/ 1 RIM 82.58
b \ INV IN 74.70 (LOT 249-251) 252 \ 13+14.87 1.00 L / 2� PAD 82.65 �8 y PO-1 � 8p
\ rAEN� 7 INV OUT 74.60 (MH 2) O I \ 12+36.3 1 INV IN $2.15 MH-3 �� 258
EPSE� o' o \ TOP: 6.3 2+a7.s ( )
2" BV +o N 82?4- NV: 77.48 Nv 8j.22 INV OUT 72.05 (MH 5) o \
11+ 14 -- -- -_ N So 2501
\ / ♦ 13+79.8 0 TOP 22
PO-4
TOp 3xg cA . . . / �6,g3 PAD 82.25 �/' <ct �- \
\ U� \ 1 PROJECT NAME
��♦ o 248 \ �sg9� �' CI-8 12+0o-122..03 LF 0 0.53% 8"_SDR 26 PVC 13+00 \�� rop+1j3 / 2Q/ PAD 81.90 260 ��/
LP 2" BO o 1
♦ °j ' 13+76.8 CI-1 (3j t"l 6t•S2 �Q PAD 81.65
♦ ^I / PAD 85.15
VILLAGE AT
_
2 BV 8„ PLUG 0 52q• 8 SO / W$ - -- Wg t \ -Op�y23 / N O�Q PAD 81.25 \
�\ ♦ EPSE t- & TAP 2„ S �.45 4f / \ f
v v v v �� ORp\NPGE 13+09_7 13+03.1 192 45 `f � CI-7 16 9'\ MH-� TOP: 75.00 �t /�� \ "l s 2p0 ry \ \
w$ 11+ INV: CI-1D S0' �o \ ^ j ROCKFISH
/ 76.50 (DOUBLE) lop: $2 77 . 11+92.39 1.00 L 77.23 pU@ q
w b w b w 8" GV �� /� Nv' 71 ( NIV IN272.90 (MH-2) flC R/w TOP16j3 \ \ \ \ ( J
j G�W 10+31.0 g / INV OUT 72.80 (MH-4) rop g8 367 \ t , 882 �9a 8 0
�' ' "� 8 ` PHASE V
PO-2 ,♦ /�� 6 87>> g/ �F +00 2 16k a02� / T \\"� \ � ) )
♦ PAD 85.15 mac, LA 10+1 2a 26�2 ��� 74.90 ® CI-14 �oP �g2 TO 6X ` \ / /
o w.� 1 1 ( 8„X8" TEE Tope g3 2$ 83 �_ " BV w O'SOq, v. - CI-17 i� p. g8 r
J �\ ` 247 1g. FH _ - 8» \N L' 8 d 81. \ S �O
(� 1 w w W ♦ W ; 12+98.5 N 14+13.3 14+25.3 ,4�5 SOR 26 2„ BO (DOUBLE) \ �RgOR 10o YF \ \\\l
10+16.0 - roP. 2.8 P� A (VARIABLE LOT)
MH-2 3 8" PLUG C 16+19.0
13+12.58 0.00 I / PAD 83.75 & TAP 2" "� s.4 p w� 262 \ \
RIM 83.70 - 8 GV 268 14+18.3 \ CI-13 16,0p 73.70 \ \ 11 \\
- INV IN 74.00 (MH 1) 12+84.5 O
V \ 2" gV PAD 81.45 100 YF
-INV IN 74.65 LOT 247 I
1 INV OUT 73.90 (MH-3)) 1 ` I °moo FH
PAD 83.95 267 16+22. ,' o \ \ \
12+71.3 PAD 83.45 ` 2 �S \1 s
/' 1 5 773.60 00
w W W W w w �4 PAD 84.75 266 PAD 82.95 �� o0 17,00 L \
w` I I O \ MH-5 1 7.�4
o.
C, \
Cw w w w w l w w♦� ' 83 �� / ♦ 16+82.72 0.00 a �\
`w . w �� " 265 ! ■ RIM 80.01 ( ) ��o x �,^�- �\
269 J O ■ ■ -■ ■ �/ INV IN 70.20 MH-4 , UTILITY PLAN
♦♦ 1 I �- ♦ v INV IN 70.85 (LOT 261) _ 00
.l. .l. .l. .l. _I .l. .l.` .✓mil ,1,1 ,1, ,1,� ,1, ,1, ,1, ,1, ,1, ,1, ,1, ,1, t4 ' `8 - y ,1, .,1, ,1, ,1, INV OUT 70.10 (MH-6) - �.
jW W W W D►♦ . �_ W W W W W W (DOUBLE), \ / \
W w /3 W W fW �a� .yC .�' .i, �1, �1, I W ♦�1'" W W W W ■ =.■ W�v'. ■ .. ■ ■ •l' W W W .l' W CA2 ,I!'" T•. / W W . 16+91.9 S \ 263
1`I I\ w �� � .1.� Willow1■ ■ 1 TOP: 80. os \ O PIN: 0443-37-0551
\ ♦ J N
r��•gyp PAD 82.05
\ Q' U \ INV: 75.07
.l' �Y (p 0] ■ ■ �■ �'�i .l' .l' .l' ' �D. �.l'�.l' IY �Y .l' .l' .l' � ` \ ✓, l (�0
v.l' .l' .l' I J 1Y .l' vd �Y y` y ` .l' �.l' .l' .l' .l' ` 1Y .l' .l' .l' .v .v .v JNV .v .v .v .v �Y .l' .l' .l' .l' .l' 4, ♦ G, � 1,
�. l •7 \
J W �1' W W W �Y Q v W �Y I W W `y W W /� W W W I W W W W �Y W W �� W W W W W W W W �Y W W W W W v .l'/ ♦ r' 0 " / ✓"�
`� II ` '�- J p / / n MH-6 6 \ T/�/jam �. �J
i w w w w w w w �i w� w w w �• w w w w w w w w w w w w wl 11+30 0.007 oL Y F \ J 7
RIM 81.54 \ �� � � qSF\ J
♦ INV IN 69.45 (MH-5) LIE
20' DRAINAGE EASEMENTNCDOT y w INV OUT 69.35 (SSMH #10463) 8
EASEMENT -1 PIPE 1 I v. v vDRAII AGE �� v v v N/F v v v v v v v v v v v v v v v / PAD 82.45 l� \ \ CLIENT
LEGEND: d I 11T r \ VILLAGE AT ROCKFISH
ENL � EXISTING BLOW OFF I �C NCDOT I I I I I HOMEOWNERS ASSOCIATION, INC.
O ENL-EXISTING NAIL �� & WATER MAIN TO BE DRAINAGE TRACT 3 OF
EReO ERB-EXISTING REBAR / REMOVED BACK TO EASEMENT DB 10212, PG 331 > �✓ -��
* ( ,�� SIDS MILL
PROPOSED TIE PB 139, PG 145
o COMPUTED POINT _3 \ 48.62 LF @ 0.51% 8" SDR 26 PVC Tt�
w w w w w 22.5° BEND w w w w w w w w w w w w w w w y w \ 93
N/F - NOW OR FORMERLY \� C< I _ 11�+15.8 r�~� C'� v ♦ �k 62 f° PROPERTIES LLC
R/W - RIGHT OF WAY **�* �/ 0 22.5° BEND- - .v _ v v. ` v� v v v v v v v v� /� \ v v v v� 82 v i / I SSMH #10463 7
PROPERTY LINE ���- I o 11+02.3 \ / ( p c ( . } RIM 81.50
�� ■ v N INV 60.12
PROPERTY LINE NOT SURVEYED \ ��� ■ I I� * �� \ ( J ■ Imo- f iV
ADJACENT PROPERTY LINE I �� ■ CONTRACTOR TO VERIFY LOCATION �ti ^ ■�■ �` �J�♦ v- v
�7 . �\ & DEPTH OF EXISTING WATER LINE SSMH #10463 - INTERIOR DROP
RIGHT-OF-WAY / 1 PRIOR TO INSTALLATION OF PROPOSED \ \ \C 11+78.62 0.00 ;ix p0�
WATER LINE \ \ UTILITY CONSTRUCTION NOTES: I I �I I I I RIM 81.50
- - - - CREEK I I --� r� � � � �-�C, INV IN 69.10 (MH-6)
PERMANENT EASEMENT ADJUST RIM I I �✓ �1x \ 1. ALL WATER MAINS, LATERALS AND APPURTENANCES SHALL BE INSTALLED �� �-� � -\ INV IN 60.12
_ r C \ 0 8000 Corporate Center Drive
NEW ELEV: 86.18' y�
-roe-roe- TOP OF BANK LOCATION EXISTING � AND TESTED IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS. \ INV OUT 60.14 () .,�/
-� - V\ \ �/ . Charlotte, North Carolina 28226
8" C900 WATER LINE �- -\ � � 2. ALL SEWER MAINS, LATERALS, AND APPURTENANCES SHALL BE INSTALLED \
- - - WETLANDS CI #1005 F Q AND TESTED IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS. --\ `� Phone: [phone]
- - - 500 YEAR FLOOD ZONE TC 86.52 I RIM 86.302 C 3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FAYETTEVILLE PWC \J ( )
INV IN 82. 5 v STANDARDS. _ n
too YF 100 YEAR FLOOD ZONE HELF 75.86 I
INV OUT 83 07 V IN 75.37 0 4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES ��
FW-FW- FLOODWAY - os PRIOR TO CONSTRUCTION. /- �/ J /- ��\ 1�
TREE LINE 1:1 #10020 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR ALL \\ \ f '\ /� ��
20' DRAINAGE EASEMENT 15" CF WATER OUTAGES. -� ✓ ( C /I/ PROJECT INFORMATION
so MAJOR CONTOUR 1 TC 86.51 f
PB 139, PG 145 6. CONSTRUCTION STAKING IS REQUIRED FOR ALL PWC WATER AND SEWER `-
81 MINOR CONTOUR ❑T + _-- VV 83.18 UTILITY INSTALLATIONS. CUT SHEETS, SIGNED AND SEALED BY A NC PLS,
x 82.28 SPOT ELEVATION T SHALL BE PROVIDED TO THE PWC WATER RESOURCES ENGINEERING I J
O F I DEPARTMENT AND THE CONTRACTOR IN ADVANCE OF CONSTRUCTION FOR N I DESIGNED BY: CALEB
BENCHMARK ID I I PWC WATER AND SEWER UTILITIES.
❑T TELEPHONE PEDESTAL OD 1 I 7 CONTRACSHEET TOR
ALL MAINTAIN A COP ONO ON SIGNED
WAT AND
SEALED
CUT • \ DRAWN BY: CALEB
N WATER VALVE 1 UTILITIES CANNOT BEGIN UNTIL THE CONTACTOR POSSESSES, ON SITE, A • / CHECKED BY: SCOTT
FIRE HYDRANT 1 I SIGNED
NEW SHEET THE
WATER AND SEWER MAINS, PROFESSIONAL ATERAS,AND 8. ALL APPURTENANCES SHALL © \ / PROJECT NUMBER: 2050
F ❑o WATER METER 175 I 178 180 BE TESTED AND/OR DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE PWC
STANDARDS
RIOR TO PLACING
® CATCH BASIN N/F 1 I BARRY LAMONT/CLARK & WIFE, MICHELLE SH PE HALLERANI 9 FAYETTEVILLE EP PWC PROJECT
CDINATE TONTING AND INSPECTION WITH THE
C' SANITARY SEWER MANHOLE BRIAN C DUTTON & SPOUSE, 1
MELANIE ANN MCDONALD � 3 I KYDRA MANUEL CLARK �"� KEVIN ANDREW HALLERAN DRAWING SCALE
WETLANDS I LU 10. ALL DUCTILE IRON PIPE IN SANITARY SEWER SERVICE SHALL HAVE AN Know what's below.
DB 10408, PG 70 w Of 1 DB 10291, PG 707 179, DB 11850, PG 509 INTERIOR LINING OF PROTECTO 401 OR APPROVED EQUAL. S\TE s Call before OU dig.
0 0 ASPHALT PB 139, PG 145 � U PB 139, PG 145 -' PB 139, PG 145 11. ALL NEW MANHOLES ARE TO BE VACUUM-TESTED IN ACCORDANCE WITH p O< a ,
GRAVEL W m I N/F I I FAYETTEVILLE PWC STANDARDS. G� J HORIZONTAL: 1 =40
kRDSON ANTHONY THOMPSON
� 12. CONTRACTOR SHALL ABANDON ("KILL-OUT") ANY EXISTING WATER SERVICES p
PROPOSED SANITARY SEWER MANHOLE I Q a 1 & SPOUSE, THAT WILL NOT BE UTILIZED BY CUTTING THE SERVICE AT THE MAIN, z
0 )DSON _0U I TIANA THOMPSON I I PLUGGING THE CORPORATION, AND TURNING OFF THE CORPORATION. AT THE CD
w PROPOSED CLEANOUT 'G 321 DB 10546, PG 843 METER BOX, THE ABANDONED SERVICE IS TO BE CUT OR CRIMPED, AND DATE RELEASED
0 0� PROPOSED FIRE HYDRANT 145 PB 139, PG 145 BURIED A MINIMUM OF 3 FEET BELOW GRADE.
N ❑■ PROPOSED WATER METER I I 13. CONTRACTOR SHALL ABANDON ("KILL-OUT") ANY EXISTING SEWER SERVICES GRAPHIC SCALE
o
THAT WILL NOT BE UTILIZED BY UNCOVERING THE EXISTING LATERAL AT THE� PROPOSED BALL VALVE � � ,� MAY 6, 2024
MAIN, CUT AND PLUG AT BOTH ENDS, REMOVE THE EXISTING CLEANOUT AND 40 0 20 40 ao 160
o ►N PROPOSED WATER VALVE TBM o
--L-- -- 4D PK NAIL #2 -- -- I-- -- -- -- -- COMBINATION, AND PLUG THE TAP OR TEE AT THE MAIN. FOR LATERALS
> • PROPOSED BLOW OFF N 437,072.124 THAT CONNECT TO A MANHOLE AND ARE TO BE ABANDONED ("KILLED-OUT"), M
F7APROPOSED TEE E E EV 883713 THE LATERAL SHALL BE REMOVED FROM THE MANHOLE AND THE REMAINING p
a_ NC GRID NAD 83 VOID IN THE MANHOLE SHALL BE FILLED WITH BLOCK AND MORTAR. 2� SHEET NUMBER
Q (PROPOSED 22.5' BEND HARRINGTON ROAD (SR 4536) (2011) 14. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO p ( IN FEET )
10 PROPOSED REDUCER 50' PUBLIC R/W NAVD 88 FINISHED GRADE IN ACCORDANCE WITH PWC REQUIREMENTS. �� 1 inch = 40 ft.
0 V
0 11
N
N
N
NC -400
O
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