NCC232068_Site Plan or Location Map_20230718

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TOWN OF LA GRANGE
2021 WATER AND SEWER IMPROVEMENTS
GRAVITY SEWER WATER LINE
AND PUMP STATION
LENOIR COUNTY , NORTH CAROLINA
TOWN COUNCIL MEMBERS
Mayor - Bobby R. Wooten
ordignem °'� °- �� yr Mayor Pro Tempore - Larry L. Gladney
014•40049 �� �" e Councilman - Albert L. Gray
_Iiiitoggieiliati*gik thi IIM
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Li, Councilman - Roger L. Mlles
uncilman - Davis S. Holmes
grAW41.11 Councilwoman - Veronica N. Lee
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Councilman R. Reid Rouse
gyPROJECT Town Manager - John P. Craft
VICINITY
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Black & Veatch International Company
TOWN OF LA GRANGE CERTIFICATION OF COMPLIANCE WITH SEISMIC CODE Business License No. F-0794 Black & Veatch
NEW ABOVE GROUND STRUCTURES:NONE 175 Regency Woods Place, Suite 200
rCary, NC 27518 Project 400407 n

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DWG NO. SHEET NO. DESCRIPTION O
GENERAL
1 G-GS-101 COVER SHEET z
2 G-GS-102 GENERAL SHEET INDEX,NOTES&LOCATION MAPS
3 G-GS-103 GENERAL ANNOTATION&SYMBOLS LEGEND - PL'4 8r / _--�
4 G-GS-104 GENERAL SEWER KEY MAP - /
5 G-GS-105 GENERAL WATERMAIN KEY PLAN \- a�
CIVIL wpLu
6 C-PS-101 CIVIL LAKE PINE PS PLAN =
7 C-PS-501 CIVIL LAKE PINE PS DETAILS I _ a,8 D
8 C-PS-502 CIVIL LAKE PINE PS DETAILS II - - o
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9 C-PS-503 CIVIL LAKE PINE PS DETAILS III °+ e �"
10 E-GS-001 ELECTRICAL LEGENDS 0
w n o
11 E-GS-002 ELECTRICAL ABBREVIATIONS AND NOTES <
12 E-PS-101 ELECTRICAL LAKE PINE PS LIGHTING,POWER,&GROUNDING PLAN v03 z
13 E-PS-401 ELECTRICAL LAKE PINE PS ONE-LINE DIAGRAM ` ap // wq+lp
14 E-PS-501 ELECTRICAL LAKE PINE PS DETAILS -,,,,,,,,,,,,,, (/ °' °i w
y r`"
15 E-PS-502 ELECTRICAL LAKE PINE PS SCHEDULES AND SCHEMATICS `�� . ;
16 C-WW-101 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 3-15-SSMH 3-1/SSMH 177-SSMH 176 'Ni- y `7,>,-// ��;17 C-W W-102 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 251-SSMH 244 st �� / �' r �� "
La Grange
18 C-WW-103 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 243-SSMH 237 '' / A ( �,.. 9 8
19 C-W W-104 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 237-SSMH 225
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20 C-WW-105 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 233-SSMH 229 A o re \�k �� w
21 C-WW-106 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 229-SSMH 242/SSMH 246-SSMH 245 �ii \\ -/ $b q\ \ rob 9C7 0
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22 C-WW-107 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 236-SSMH 234/SSMH 238-SSMH 239 /11 '.aye +"'. .
23 C-WW-108 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 292-SSMH 276
24 C-WW-109 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 282-SSMH 283/SSMH 260-SSMH 261 I _ ,�\ e
x ///. e ���lulln//
25 C-W W-110 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 293-SSMH 291/SSMH 288-SSMH 287 ,� "8 © *,o / » a.,,, ; _o�'�F E s sja.��2
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26 C-WW-111 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 187-SSMH 185 +e`er'° 4a < // 'ERR '� SEAL y'y=_
27 C-WW-112 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 180-SSMH 183 ap �/ / 'a 049996
28 C-WW-113 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 203-SSMH 204 i
,, „\��, \ `'^.,,. / / = 3-1-2022 '
29 C-W W-114 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 190-SSMH 183/SSMH 205-SSMH 204 /' - \ /�/ Cpi�9���,,'YGIN � �Q'\�30 C-W W-115 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 181-SSMH 99A �� `� �' &e,� �/ �i�'Y P
31 C-WW-116 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 99-SSMH 96 `,, w
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32 C-W W-117 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 101-SSMH 100/SSMH 97-SSMH 96 v h. / �''' 4 e�C4 903 70 /I C
33 C-WW-118 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 89-SSMH 91/SSMH 89-SSMH 94 -w 'R�Ra
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34 C-WW-119 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 80-SSMH 79/SSMH 4-5-SSMH 4-1 � - �^s_ �/ \\ » _ o
37 C-WW-122 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 117-SSMH 113 35 C-WVV-120 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 221-SSMH 219/SSMH 173-SSMH 110 _ O �a 4p, V O o
36 C-WW-121 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 110-SSMH 106 // _ r_ Q V m w
38 C-WW-123 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 119-SSMH 103 // 3k g TOWN OF LA GRANGE > c o d�
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39 C-WW-124 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 103-SSMH 102/SSMH 120-SSMH 128 - s ^Oar-,. ' / oa i0 aN
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40 C-WW-125 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 169-SSMH 120 — paara Y m u
41 C-W W-126 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 2-33-SSMH 2-32/SSMH 2-28-SSMH 2-30 e Q c J 3
42 C-WW-127 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 2-20-SSMH 2-19/SSMH 2-17-SSMH 2-18 © J � J L $u
W 43 C-WW-128 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 136-SSMH 133 ..\ Ca *13c a
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44 C-WW-129 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 2-11-SSMH 2-12/SSMH 121-SSMH 122 .,"eapa ; -
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45 C-W -130 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 19-SSMH 23
46 C-WW-131 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH24-SSMH 27/SSMH67-SSMH68/SSMH5-2-SSMH5-1
47 C-WW-132 CIVIL SEWER IMPROVEMENTS PLAN AND PROFILE-SSMH 1-7-SSMH 1-10/SSMH 1-13-1-1 I A
48 C-WL-101 CIVIL WATERMAIN PLAN-ED HERRING RD.-STA 10+00 TO STA 32+00 LAKE PINE PUMP 5`°`��'Ra m
49 C-WL-102 CIVIL WATERMAIN PLAN-ED HERRING RD.-STA 32+00 TO STA 54+00 '‘
50 C-WL-103 CIVIL WATERMAIN PLAN-S.FORBESST.-STA 54+00TO STA 60+21 STATION LOCATION
51 C-WL-104 CIVIL WATERMAIN PLAN-W.QUEEN ST.-STA 10+00 TO STA 30+00
52 C-WL-105 CIVIL WATERMAIN PLAN-W.QUEEN ST.-STA 30+00 TO STA 50+00
53 C-WL-106 CIVIL WATERMAIN PLAN-N.CASWELL ST.-STA 50+00 TO STA 72+00
54 C-WL-107 CIVIL WATERMAIN PLAN-N.CASWELL ST.-STA 72+00 TO STA 81+00 , 0-
55 C-WL-108 CIVIL WATERMAIN PLAN-HERITAGE WOODS-STA 10+00 TO STA 19+52 !, Q
56 C-WL-109 CIVIL WATERMAIN PLAN-WINDY RIDGE-STA 10+00 TO STA 29+00 Z 2
57 C-WL-110 CIVIL WATERMAIN PLAN-BREEZY-STA 29+00 TO STA 36+13 � LL Z
58 C-WL-111 CIVIL WATERMAIN PLAN-FIRETOWER RD.-STA 10+00 TO STA 29+00 w LU 0
59 C-WL-112 CIVIL WATERMAIN PLAN-FIRETOWER RD.-STA 29+00 TO STA 44+85 \\ 0 w CO
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60 C-WL-113 CIVIL WATERMAIN PLAN-BEVERLY RD.-STA 10+00 TO STA 17+40 d .8' Z CO i- U
Q 61 C-WL-114 CIVIL WATERMAIN PLAN-GEORGE ABBOTT RD.-STA 10+00 TO STA 19+00 g¢' Z Q
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63 C-D-02 HDPE P PINGI DETAILS V Z <cn
.664 C-D-03 PIPING DETAILS LU W W
65 C-D-04 EROSION CONTROL DETAILS Q Z I-
66 C-D-05 GROUND STABILIZATION AND MATERIALS HANDLING J LL.I O CW.0 0
v 67 C-D-06 SELF-INSPECTION,RECORD KEEPING,AND REPORTING H Ct
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rn INDEX OF DRAWINGS LEGEND SHEET TYPES
X-XX-XXX=DISCIPLINE-AREA-SHEET TYPE AND SEQUENCE 000-ISOMETRIC PROJECTIONS DESIGNED: MP
31 100-PLANS OR PLAN AND PROFILES OR PLANS AND SECTIONS DETAILED: FLL
_n DISCIPLINES OR PLANS,SECTION AND DETAILS OR PLAN AND DETAILS CHECKED: JST
O G-GENERAL 200-ELEVATIONS OR PROFILES APPROVED JST
S C-CIVIL/SITE 300-SECTIONS DATE DECEMBER2021
u_ M-PROCESS MECHANICAL 400-DIAGRAMS 0 1/2 1
a E-ELECTRICAL 500-DETAILS
600-SCHEDULES IF THIS BAR DOES NOT
. MEASURE 1"THEN DRAWING
N AREA DESIGNATIONS IS NOT TO FULL SCALE
GS-GENERAL PROJECT NO.
a PS-LAKE PINE 400407
W W-GRAVITY SEWER
O WL-WATERLINE G-GS-102
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION 2 of ET
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1 1 PROJECT NO.
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION SHEET
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\\ \ \\ PUMP STATION COMPONENTS m
\\ \ \\ A PRECAST CONCRETE WET WELL W/EXT.BASE °z
\ CENTER=N:565912.26,E:2359159.87,EL 93.00
lil
\\ \ \ VALVE VAULT
\ \ \ B NE CNR=N:565906.35,E:2539165.75,EL 93.00
\ \ SW CNR=N:565898.15,E:2359164.79,EL 93.00
\ \ \\ C NEW 4'ID MH,TIE INTO GRAVITY SEWER y
\ CNTR=N:565941.74,E:2359214.33,RIM EL 94.50
0
\ \ \\ D BYPASS PUMP CONNECTION o
\ \ \ E NEW POWER POLE WITH AREA LIGHT,SEE NOTE 12 a
\\ \ \ F NEW ELECTRICAL PANEL WITH SUNSHIELD w
\ G 8"PVC INFLUENT GRAVITY SEWER
\ \ \ H 2"FREEZEPROOF YARD HYDRANT
\ \ J 6"#57 M IN YARD AREA,WITH FILTER FABRIC z
\ \ \ SSMH(137) \ K 2"WATER METER
O
a RIM=94.32' \ f0
EXISTING POWER N .\ IN(S)-81.92' \ L HOTBOX W/BACKFLOW PREVENTER
POLE AND AREA LIGHT \ \ ` IN(NW)=84.52' \ M GATE VALVE
/ \ OUT(SW)=81.78' \ N 8"ABC DRIVEWAY,WITH FILTER FABRIC
/ /�/ \ `\ �� \ 0 6'HIGH FENCE(38 FT LONG N/S EACH SIDE,30 FT WIDE EIW)
RIPARIAN BUFF- 9"\ \ \ P DOUBLE SWING GATES(2 @ 7',TOTAL OPENING 14')
ZONE 2 TANK \ \ BENCHMARK EXT.PS PAD NORTHWEST CORNER
N. i \ EXISTING 6" WET TAP EX S"NC WITH 2" O
EXISTING PUMP\ i7.›.....„...., HALF A,ET RING \ FORCE MAIN TAPPING SLEEVE\AND 2" N:565944.31,E:2359147.60,EL 92.54 W
STATION \
PROTECT ON(TYP)\ (APPROXIMATETAPPING VALVE WITH
SEE NOTE 10 LOCATION) o
/ i TRACER WIRE(SEEINOTE 9)
�B GOOT
RIPARIAN BUFFER- \ / �� / VAULT \ \\ \V��\11111///�
ZONE 1 i-\� i / \ \ I . \ \\,\N CAR0 0,
�, '�j. `�j NEW MH,TIE INN
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\ O \. .- > �ti• 10'R EXISTING GRAVIT�' _. .O y 7
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` / /WET WELL \ " \ PUMP Al, \\ ©•S\ „ I DRAWING \ 3-1-2022
/ \ / TOP=92.65' \ STATION ':� \ �'9'�'vGINE`O�e.
INV=81.76' \ like" \ 2 R -�Z1\i -1 \ i y• P,�o\�
BOX INV=77.62ELECTRICAL \ •u ,,_ \O O
// \ / \\N, BOXES r .y. \ �;� I \\ NOTE: I y s"�WE NOTE 11 '�\'\� \ EXISTING GENERATOR �j•a ,�•,•� / © \ 1. EXISTING PUMP STATION SHALL REMAIN ACTIVE AT ALL TIMES UNTIL SERVICE IS TRANSFERRED �"
\ \ TO BE USED FOR NEW \ � \, 5., O
�' = \ PUMP STATION SITE ,M \ �I♦ ��_r,' :. / PL G EXISTING
I \ TOC=94.11' TO NEW PUMP STATION.CONTRACTOR SHALL PROVIDE BYPASS PUMPING BETWEEN MANHOLES O.
♦ _ IN=89.86' 136 AND 137 WHILE NEW GRAVITY SEWER MANHOLE IS INSTALLED. _
PINE LAKE TOP\>•.. N. + �, FO"CEMAIN /
�\\ REMOVE FENCE AS \ O I� o:e.7.ft \ OUT=89.8 j j 1- 0 m N
OF BANK \ N SHOWN.CONNECT NEW dr�!c\, V 0 °4 k \
\ / / Q _� v_
\.\ FENCING TO EXISTING AT \ \ \ / / ap"
\ \ \\\ EAST ND WEST SIDES • \-f�.I' ~I \ ,5j j / //� > O oi eo
PROPERTY \ �1/ ` / / \ // Q m 3
LINE(TYP) \\ \ \\ \ I 0 \ C:.
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\ \ * � '-` \\ RIPARIA :UPPER ` _ ( HALF INLET RING �/ m c
\\\ \ \\\ \ \ `\ _ ,` O �� \- \\ZONE 2 `�,' / \ PROTECTION(TYW / SITE LAYOUT NOTES: >c'.
c 3 \ /
\ \ \ --‘ • /[,' \\ I \ 1. ALL STRUCTURES TO BE PARALLEL AND PERPENDICULAR TO EACH OTHER.
\\ ," N �\ •�� ` • TOC=93.94' \`•, \ \/ 2. PROVIDE 3'MIN.SEPARATION BETWEEN ALL STRUCTURES,AND TO FENCE. u
\\ \LIMITSOF \ O �� 0 O�1T=90.99' I \ \ 3. ALL TOP OF SLAB ELEV.TO BE UNIFORM. m
4. AREA INSIDE FENCE TO HAVE 8"ABC STONE.
DISTURBAaOE \ \ I
- �� \ I \\ 5. UTILITYMETER BASETOBELOCATEDOUTSIDEOFFENCE.
\\ \ \N \ � \ \ 6. ACCESS DRIVE AND TURN AROUND(WHERE REO'D.)TO BE 8"ABC,MINIMUM.
\ \�\ \ „k' 1 • \ \ 7. FENCE GATE MUST ALLOW DIRECT IN LINE ACCESS TO WET WELL.
\�\ 4 8. CONTRACTOR SHALL LOCATE EXISTING WL AND ADJUST NEW WL AS NEEDED TO MATCH.
\\ \ \ N */ 6"FORCE MAIN,TIE \ / \� ^\ \ 9. NEW 2"WL SHALL BE INSTALLED A MINIMUM OF 3 FEET DEEP IN ALL LOCATIONS.
\ \ \ \ INTO EXISTING ���///� ` / \ 10. DEMOLISH EXISTING PUMP STATION,INCLUDING METAL COVER,TO 2 FEET BELOW GRADE.FILL
g 87 \ FORCE MAIN /\ ZIPA*,•N BUF \
O / ....A--
\ ZONE \ WITH SAND OR EXCAVATED MATERIAL FROM NEW WET WELL. !,
SILT FENCE \ \ \ \ \ \ 11. DEMOLISH EXISTING ELECTRICAL PANEL,SUNSHIELD AND ANTENNA TO GRADE.FILL EXISTING \.J
\ •\`y \,.. \_ \ \ CONDUIT WITH GROUT. Z
\ S.\..\ �S_ _ \ -93-�. _ \\ 11 \ 12. CONTRACTOR TO COORDINATE WITH TOWN ON POWER POLE AND AREA LIGHT RELOCATION. w
\ ...__ \ \ LLI
\\ \\• \ \ \ \\ fn w CO Z
\\\STONE OUTLET _ \� \ \\ FLOODPLAIN INFORMATION: Z z
"‘STONE
DETAILS \ \ \ _ \ \ \\ \ \ ZONE X Q Q w 0_
________\ \ \ _ �//=_J \ \ \ \ DFIRM: 3720355600J LL_Q J a
-� ���__ -` \ \ SSMH(136)\\ /\•IJ, LLB W
-_ — \\ l r, ] RIM=94.33' \ Q i> 5 Z_
_ -...\\., \ v- IN(S)=82.13' \ J w Q d
LIJ
/ \ \l \ • OUT(N)=82.05' LL Q a Y
a \
1I \
\ \ \
3 \ \ \ '�_ DESIGNED:AIL MP
FLL DETAILED: FLL
U \ `. / CHECKED: JST
'11
\ 10' 0 10' 20' APPROVED:JST
\ / DATE: DECEMBER 2021
a \ VERTICAL SCALE 1"=10' 0 1/2 1
c \
\ IF THIS BAR DOES NOT
MEASURE 1"THEN DRAWING
N IS NOT TO FULL SCALE
PUMP STATION PLAN A \\ PROJECT NO.
iii1"=10' c-xx \ 400407
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\\\ FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION C-PQF s01 -)