SW1210501_Plansheet - Demolition_20210713

PLAN
® / / - RICHLAND CREEK �♦
5/8" RBF
N: 675789.68
E: 824802.95 X / - _ \
/ X \
30' STREAM BUFFER (TYP.)
i GRASS \
CORNER CONC ♦ ` \ I
/ / ' /r \ \ti ♦♦ ♦ t
/ c , PROPOSED A� » CONCRETE I
ABANDON EXISTING
SECONDARY CLARIFIER BOTTOM ♦� 1�
FLOOD WAY SECONDARY
\ VAS o\ 2500.76', 2509 CORNER CONC
// \ e\CHLORINE 1 `• \
�/ \ C BASIAN T ♦\
ALTERNATE BID ITEM: / Q \
PROPOSED DEMOLISH EXISTING / SECONDARY 25096CORNER'C°NC Np WV
TO CONC 2505.64' 1�
SLUDGE PUMP STATION / CLARIFIER \ TOP PIPE \WEI 2506.12'
2503.73' INV. OUT\1
\
/ ! ' INV. 2501.26' \ 2500.66' SANITARY SEWER MANHOLE ` \
/COR ER CONC GRASS \ TOP EL: 2508.14' I
\
2513. Lp TOP PIPE (W) 2503.11' \
TOP WALL \ TOP PIPE (E) 2503.05'
2516.62' \ TOP CONC 505.28' INV. IN 2500.28' \ `♦ \
500-YEAR FLOOD PLAIN // / / \ / CONCRETE 2516.66' \ WEIR 2506.1 ' INV. OUI 2500.25'
\ \ // / ABAS BASINS 2509 65�ACORNER ONC \ \ \ ``
CRETE 2513.53' CON
%CONCR E 2516.62' c�F S/C \ S'OF� \ \ PROPOSED REMOVE ` , \
/ e°x 1 EXISTING DIFFUSERS
TOP ALL 2516.58' ` ABASINS
ERATION \ \
\ \
100-YEAR FLOOD PLAIN / /� / � � I ♦
/ CONCRETE
2516.59' 'Sge, �`♦ \\ \
X AERATION
BASINS
/ FFE 2511.57' �♦ PROPOSED REMOVE
// /. - ALTERNATE BID ITEM: 4 EXISTING BLOWERS
/
/
/
PROPOSED
/i ELECTRICAL
SEE ELECTI
/
i PROPOSED REM
i SLUDGE THICKEI
INSIDE OF BASIL
/
/
/ SANITARY SEWER MANHOLE
TOP EL: 2524.86'
/ 16" HDPE (SW) I.E.: 2520.73-
/ 24" RCP (NE) I.E.: 2518.59'
i /y
/
/
/ /5 /
/ /S /
/ /s/ /
C>
PROPOSED DEMOLISH EXISTING // _ AERATION TOP 18" CIP j / \\\ �♦ \ \ ' I
CHLORINE STORAGE BUILDING / / CHLORINE BASINS 2520.18'
'STORAGE _4 TOP 18" CIP \ \
/ \ / TOP 24" CIP TOP CONC 2520.24' \ ♦ \ \
2520.46' 519.52' \ \ ♦� \
/ 2 = GRASS GRASS
FFE 8' \ / ` 2 , TOP CONC 9:5r \ \. \\ PROPOSED DEMOLISH AND
4 Q T TOP 18" CIP
SHED 252D.2°' A � \S - \ \� ��� \ REMOVE EXISTING SPLITTER BOX
UP �I /TOP CONC cONC. ✓o�q< \\�0.17) �\ AND SCREW PUMP TROUGHS TO
\2520.26' EXTENTS SHOWN
J [;- TOP 18" CIP - TTOP 0 C2 7L ♦ \ \
HYDRO TANK
/ \U� GQq� ` \ 2520.51' / \ 2521 28' CIP BLOWER
BUILDING \ \ \ \
AERATED SLUDGE G F� S� S \
WELL / HOLDING TANK \ \ W�O� \ \ \ FFE 25 / ' TOP DIP 25 9
/ I FFE \�/\_up OV \ \ 1 ♦ BOTTOM 2504.52' \
2 \ / 2520.79' 7 s2j FY � \ \
FFE I J/ FFE /PED C AWZ1 "I yc \S\ OO TOP L 527.54' ,
2520.64' iypw / G 2518.54' SANITARY SEWER MANHOLE
/ BUILDING \ ♦ f 30" VCP (NW) I.E.: 2494.06'
20,000 GALLON � / \ BUILDING � IDEWALK \ � ♦ TOP EL: 2508.16'
NON -POTABLE / \ I - '�i,� O \ 30" VCP (SE) I.E.: 2493.46' % ` \
WATER TANK � I ` \
�15�- - TOP DIP 2520.20FFE ' 6 INTERMEDIATE \ ♦ ` �
:MOVAL OF / Q3♦/ 1 2520.77' / \ PUMP STATION \ \ \
;ERVICE EQUIPMENT, / i� , \ ,TOP WALL FFE \
.AL DRAWINGS a 2515.48' / \ 2511.67' 2512.28'
/ z ASPHALT SHED / / PRIMARY CLARIFIER v / / \. \ `% \
SOLIDS FFE / 25 . 4' / / � ♦ \ `
TREATMENT 2520.67'y� CONCRETE GRASS / \ \ \\ \ ` \ \
/ BUILDING
2511.25' /� \ `♦
/ SHED 2515.45' k
/ � I /WAS FFE � _ _ NpW - - �� V-NOTCH TOP 2514.71' ��O `
PROPERTY LINE / / z 2530.88' _ _ �T
NPW- - BOTTOM 2514.48' / /
/ J Q y♦ CONC 2514.33'
SLUDGE 2510�UDGE / IPS GPS PRCN MARYJ / / ♦\ \
/ Q THICKENER �» CMP 2 6 T 18" DIP 2512.34' Q / / ♦ \ \ \ `♦
TOP WALL 2517.08' i q3 x2 INV. T 2508.03'
2 J �")C_�C:�TOP WALL 2516.17' 5'
°Q. SV
V. CMP 2514.59' CONC 2514.27' J JQ
INV.
/ �, \ \ `
E EXISTING / / / B OM 2530.38' TOPEL:SEWER MANHOLE / 4 `
,ZOO C 2530.36' // ` \ \
R EQUIPMENT GR 252.25' 10" PVC (NW) I.E.: 2519.03'
GR 2521.30' 10" PVC (NE) I.E.: 2518.93' 43"x27" CMP ARCH )\ V-NOTCH
SHED / / SECONDARY GR 5 .07' _ _ _ - / TOP 2514.66' ' ASPHALT \
GI R 252�.08 THSLUDGE
ICKENER y♦/n� ( BOTTOM 2514.49' PROPOSED DEMOLISH \
TOP DIP 2519.29'
TOP WALL 2522.07' `� AA EXISTING PRIMARY CLARIFIERS \
� �
GR 2521.26' INV. DIP 2517.513' TOP CMP 2516.90' / 2 AND PUMP BUILDING \ \ TOP WltCL 2031.39'
HEADWORKS INV. CMP 2514.55' ' \
I �\ , \ \ \ \ `
a `
V-NOTCH TOP 2930.61' TOP WALL 2516.86' / \ n
BOTTOM 2530.38' 2515.10' PRIMARY CLARIFIER \ \
J / TOP WEIR 2516.86' NOTHING CONC 2530.31' SSMH TOP 2521.16' \ \ /✓ FOUND
/ I 24" DIP IN I.E.: 25'1§-03' ASPHALT /
II..E.: DIP METER yAULT 24" DIP OUT J�7.82' \ ` ` ` \\ 2513p2'
/ /
q<< 2S -yI � � \ 2513.45'\ / / \ ,
TOP DIP 2521.95 §6 - - - S I - - /S ONCRETE \ - - - 2 .73' / // MOP EL: 2509.06' / S' \ %
DIP I.E.: 2520.24' a 24 DIP ; �p}Q�(-�{�X--Do19-3C-DNv19-�E-�E ,� / / ABANDONED , X - -
/ z TOP 2520.07' � -*--DEMO i� ®��-f) �--� / i 5\
INV. OUT 2519.06' // I 24" DIP I.E.: 2517.07' GRASS � � - - - - _ _ _ _ � �---��('�-
/X FM- _ SANITARY SEWER MANHOLE - - - - _ GRAVEA
X/�� GRASS - F 7'_ - - - - FM - - - _ TOP EL: 2520.06' FM -
TOP DIP 2520.95' �j '-FM----_FM (ABANDONED) / ----- --FM--_-_FM-----FM---
�•DIP I.E.: 2519.24' • \ / ---FM----- FM--
rM-----FM-----F--FM-----FM----- _ \
�U v nrun v nr�, nr�,n vet _
UP -BEM$-iE-B ®i�%BEME) X vL _ _ - _ _ _
1/2" RBF
9U/�0 J y�Z EXISTING 24" _ SANITARY SEWER MANHOLE E:825559.
\SIGN PROPOSED DEMOLISH / / FORCE MAIN _ - - TOP EL: 2493.62' ` , EL 2 04..742
i INV. EL: 2493.62'
EXISTING HEADWORKS $.
1/2" OTIPF
N:675411.61
E:825372.56 \
WELL / X EL: 2509.36 FINAL D RAW I N G
A -CITY WATER LINE FOR REVIEW
// ' ' EXISTING CHAINLINK
FENCE TO BE REMOVED ��` PURPOSES ONLY
BUILDING �T / / i NOT RELEASED
/ 1/2" RBF
FOR
N: 25 93.39 ! i N:67 RBF CONSTRUCTION
E:825193.39 / f � N:675244.71
,• EL:2512.47 \ E:825230.80
EL: 2512.33
SIGNED AND DATED:
WASTEWATER TREATMENT PLANT 40 0 20 40 80 SHEET
,N°00000 o��% o7/oi/�u IMPROVEMENTS PHASE
o�ooFEssiovo°°� ; OVERALL SITE PLAN
55 Broad Street �°Q� THIS DOCUMENT HAS BEEN DIGITALLY CWSRF PROJECT NO. CS370930-01 GRAPHIC SCALE DIVISION VALUE = 40 FEET
o SEAL o _ SIGNED AND SEALED IN ACCORDANCE DEMOLITION
WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 -_ -lo 50548 SO _= REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 - � o o = Z ADMINISTRATIVE CODE 21-56.1103(E). -101
0. \ THIS DIGITAL SIGNATURE HAS BEEN CD
/Gj°o°FjV�i [ o,o° ` FOUND BY THE NC BOARD OF M. CATHEY N. CROOM
TOWN OF WAYNESVILLE
NC Firm License # C-0459 '�S °P ° °�p��` SURVEYORS EXAMINERS FOR MEET INEERS THESEAND PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ''i,,,,,,,,��� STANDARDS. PLEASE CONTACT THE HAYWOOD COUNTY NORTH CAROLINA
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION
VALIDATING THE SIGNATURE. MJ CHEN T. MANNINO JUNE 2021 19.00330 CS370930-01

FLOOD WAY
/
500—YEAR FLOOD PLAIN
/
/
/
/
100—YEAR FLOOD PLAIN
RICHLAND CREEK ♦ LEGEND P
/ / / — \ \ ♦ EXISTING BUILT —UPON AREA TO REMOVE
(TOTAL = 11968 SF)
/ 30' STREAM BUFFER (TYP.)
GRASS
SECONDARY
CLARIFIER
ALTERNATE BID ITEM: �\
PROPOSED DEMOLISH EXISTING // SECONDARY \
SLUDGE PUMP STATION / CLARIFIER
GRASS
' //
AERATION \ \ \
BASINS \ \ \
X AERATION \
\ BASINS ` \\ \ ♦ 1 I
.� ALTERNATE BID ITEM:
♦ \ \ ``
PROPOSED DEMOLISH EXISTING // AERATION \ I
CHLORINE STORAGE BUILDING , 1
CH BASINS \ \
ST \ ♦♦ \
GRASS \
/ // 1✓' GRASS \ / `♦ \ \
SHED \ i \ ♦ \
owes \ \ ♦ `
2!�l0.17,/ \ \ \
UP
c -�� BLOWER \ f \ \\ PROPOSED DEMOLISH \
/ HYDRO TANK U� \ "?, , BUILDING /
/
EXISTING SIDEWALK \
�� AERATED SLUDGE / � �
WELL / HOLDING TANK
, p2 � 7 tj up ELEC
PED \ \ \
20,000 GALLON / BUILDING BUILDING
/ NON —POTABLE / \
WATER TANK
/
/ ASPHALT SHED
SOLIDS ♦
/ TREATMENT CONCRETE GRASS ?C \
BUILD NG / / \ \.
/
/ PROPERTY LINE/
i
XXI/
PRIMARY 4 SLUDGE
UP
SHED J /
SECONDARY
SLUDGE
THICKENER
lli
/ OMETER
/ lyg44 VAULT
/ / IUI 2S23S6,
a
/ire
i/ UP / x GRASS
0
/ EXISTING BUA TO BE
TOTAL 1 9 8) ALSF
GRASS
i i \ U UP X ^E"^ " )DEME) X— DEMO —X—DEMO X—DEMO—L(X—DEMO—X—DEMc 0(DEME) X BEM
SIGN PROPOSED DEMOLISH /
/\ EXISTING HEADWORKS
/ � o
r
BUILDING �T
k
// 11 coNcRFh.
PROPOSED DEMOLISH EXISTING PRIMARY
CLARIFIERS AND PUMP BUILDING
NOTE: INSIDE OF CLARIFIERS DO NOT
CONTRIBUTE TO RUNOFF
�. FINAL DRAWING
�. FOR REVIEW
` PURPOSES ONLY
PROPOSED DEMOLISH � NOT RELEASED
EXISTING GRAVEL ROAD FOR
CONSTRUCTION
SIGNED AND DATED:
F WASTEWATER TREATMENT PLANT 40 0 20 40 80 SHEET
.�\'\\�`A°°0000 °9 ''% ?/��/�� IMPROVEMENTS PHASE
dt000FESSio,00°°02 ; OVERALL IMPERVIOUS AREA
55 Broad Street°Q� q<�� THIS DOCUMENT HAS BEEN DIGITALLY CWSRF PROJECT NO. CS370930-01 GRAPHIC SCALE DIVISION VALUE = 40 FEET
o
SEAL o _ SIGNED AND SEALED IN ACCORDANCE DEMOLITION
o
WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 -_ --l0 50548 SO _= REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
o
828.252.0575 - - o o = ADMINISTRATIVE CODE 21-56.1103(E). -101A
Q o [. THIS DIGITAL SIGNATURE HAS BEEN CD
/Gj °o°o�jy [Oo° ` FOUND BY THE NC BOARD OF TOWN OF WAYNESVILLE
M. CATHEY N. CROOM
NC Firm License # C-0459 'IS °PvI ° °opz�:' EXAMINERS SURVEYORS FOR
ME EERS ETAND
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ''i,,,,,,,,��� STANDARDS. PLEASE CONTACT THE HA
VALIDATING THE SIGNATURE. YWOOD COUNTY NORTH CAROLINA
SIGNER IF YOU NEED ASSISTANCE IN N0. DATE BY DESCRIPTION MJ CHEN T. MANNINO JUNE 2021 19.00330 CS370930-01
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