20080399 Ver 2_Design/Maps/Site Plans_20201027

LEGEND
0
EX. PROP. CORNER
o
POINT NOT SET
- -
SUBJECT PROPERTY LINE
- — — — -
ADJOINER PROPERTY LINE
X
FENCE
R/W
RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
HDPE
HIGH DENSITY POLYETHYLENE PIPE
❑
CATCH BASIN
- — — —
STORM DRAIN LINE
DIRECTION OF FLOW
OLOT
NUMBER
OS
OPEN/UNDEVELOPED SPACE
C.O.A.
CITY OF ASHEVILLE
C.G.F.
COMBINED GRID FACTOR
TIE
TIE LINE
--
TYPICAL STREAM BUFFER LINE
�ry
UTILITY POLE
WATER VALVE
ti4y
FIRE HYDRANT
QQ
WATER METER BOX
Q ICV
IRRIGATION CONTROL VALVE
®
AIR RELEASE VALVE
W
WATER LINE
SO
SEWER MANHOLE
coo.
SEWER CLEAN OUT
SS
SEWER LINE
®
POWER TRANSFORMER
uGE
UNDERGROUND POWER LINE
G
UNDERGROUND GAS LINE
WATER NOTES:
THE WATER LINE EXTENSION WORK MUST BE PERFORMED BY A LICENSED NORTH CAROLINA
UTILITY CONTRACTOR.
CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN OR NOT SHOWN
ON THESE PLANS. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES
AND IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT
PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT
THE PUBLIC DURING CONSTRUCTION. THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES
ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES WITH NORTH
CAROLINA ONE CALL PRIOR TO CONSTRUCTION, 811.
UTILITIES ARE TO BE LOCATED FAR ENOUGH IN ADVANCE TO ALLOW REDESIGN BY ENGINEER IF
NECESSARY.
ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3.0' BELOW GRADE.
CONTRACTOR SHALL VERIFY EXISTING WATER LINE LOCATION, SIZE & MATERIAL FOR
CONNECTION.
A 20' WIDE EASEMENT AREA AROUND THE PROPOSED PRV MUST BE DEDICATED TO THE CITY
OF ASHEVILLE AS SHOWN. THE EASEMENT MUST BE CLEAR OF ABOVE GROUND OBSTRUCTIONS.
THE CONTRACTOR SHALL COMPLY WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES EROSION AND SEDIMENTATION CONTROL MEASURES.
ALL WATER LINES, HYDRANTS, VALVES & APPURTENANCES ARE TO BE PER CITY OF ASHEVILLE
SPECIFICATIONS, STANDARDS & DETAILS. MATERIALS TO BE APPROVED BY OWNER & ENGINEER.
ALL BRASS FITTINGS ARE TO BE LEAD FREE.
PRV MUST BE INSTALLED AHEAD OF THE BACKFLOW PREVENTION DEVICE.
NO CONNECTION TO THE EXISTING WATER LINES ARE TO BE MADE UNTIL THE NEW WATER LINE
IS TESTED, INSPECTED AND APPROVED BY CITY OF ASHEVILLE AND THE ENGINEER.
EXISTING WATER LINE SERVICE IS TO REMAIN THROUGHOUT THE PROJECT. IN THE EVENT OF
WATER SERVICE INTERRUPTION, 48 HOURS NOTICE TO OWNER(S) IS REQUIRED.
ALL WATER LINE JOINTS AND FITTINGS USE CITY OF ASHEVILLE RESTRAINT DEVICE PER
STANDARDS, SPECIFICATIONS AND DETAILS IN LIEU OF CONC. DEADMAN AND RODDING. ALL
FITTINGS TO BE RESTRAINED.
WATER MAINS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 12" WITH ALL STORM
DRAINAGE WHEN HORIZONTAL SEPARATION IS LESS THAN 3 FEET.
WHERE A WATER MAIN AND SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS
THAN 18" OR THE WATER LINE PASSES UNDER THE SANITARY SEWER, THEN THE WATER MAIN
AND THE SANITARY SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM DISTANCE OF 10 FEET ON EITHER SIDE OF THE CROSSING.
WATER MAINS SHALL HAVE A MINIMUM SEPARATION OF 5 FEET FROM THE OUTSIDE EDGE OF
ALL SANITARY SEWER MANHOLES.
ALL OTHER UTILITIES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 3 FEET AND
VERTICAL CLEARANCE OF 12 INCHES.
THE WATER METERS MUST BE TAGGED WITH THE PHYSICAL OFFICIAL 911ADDRESS, AS PER CITY
STANDARDS.
CONTRACTOR & OWNER: PER SECTION .0300, SUBCHAPTER 18C, CHAPTER 18 OF THE NCAC, AN
"AUTHORIZATION TO CONSTRUCT" MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION TAKING
PLACE.
LOCATION OF FIRE HYDRANTS, AIR RELEASE VALVES, WATER METERS, PRV STATIONS, VALVES,
ROAD CROSSINGS AND OTHER APPURTENANCES ARE APPROXIMATE. LOCATIONS ARE TO BE
FIELD VERIFIED BY CITY INSPECTOR AND PROJECT ENGINEER.
TOWN MOUNTAIN PRESERVE
PHASE 2 IMPROVEMENTS
(WATER & SEWER UTILITIES)
BEAVERDAM TOWNSHIP, BUNCOMBE COUNTY
NORTH CAROLINA
\1 44
73 \ 4 9 16 II
' 12
` sI � , y � O I I •
cn
52 1� 14
PROPOSED
I O,
/-1' / PHASE II SEWER
, _L0NGSpUR
SS /S� _� \� \
gSS SS SS ENE 55 \ \
EXISTING SEWER
. ' O 56 � SAL �
RIVE
EXISTING WATER � 1PROPOSED
N
MARTY G MONROE
D.B. 3241 PG. 42
N/F �I P.B. 37 PG.3'
I D. VicDOWEL , JR PIN# 9750-14-42-78
RON E. WAUG \ ZONING: BDM
1313 PG.27A C �\
B.37 PG. 36
# 9750426819
3NING: BDM
�NILLIA�MFABEC,
/ TRUSTEE 711
D.B.4367 PG. 1678
P.B. 37 PG. 36
PIN# 9750426619 1'
ZONING: BDM
BYRON T. BRIDGES AND
�Q\ WIFE, MARY K. BRIDGES
\\ D.B.PG. 551
P.B.0) 37 37 PG. 366
PIN#9750428553
1� ZONING: BDM
I PHASE II WATER \ �' /i�' ` N/F
/c \R4o\ / DIANNROWN &
RICHARD P. THOMPSON
KENTJ. MAYBERRY I/ D.B.4790 PG. 1371
I /
D.B. 2247 PG. 343 \ /� P.B. 36 PG. 30 \ IN
P.B. 50 PG. 186 P.B. 33 PG. 49 \\ // ONING: BDM
9750428031
,S'-5 _ _ ^ PIN#9750-18-31-8945 \ // �j
ZONING: BDM w \ / N/F
W � s
�f O
N/F
/ LEONARD C. NEWMAN Jr. AND\
O / WIFE, S K. NEWMAN
3 � / D.B. 17451745 PG.740
3 / O PIN# 9750313675
N/F ZONING: BDM
1 ' '
/
MARVIN H. ECKERICH AND WIFE,
DOROTHY F. ECKERICH D.B. 1517
PG. 371
\ I PIN# 9750218575
rowlr MOUNPAIN."�, ZONING: BDM
° � d
�G
N/F
GERALDINE T. BARRACO
D.B.4985 PG.1279
PIN# 9750317708
ZONING: BDM
GRAPHIC SCALE
GENERAL INFORMATION 200 0 '00 zI 400
• PIN ID # 9750-42-4752
• PROPERTY SIZE - 18.59 ac.
• RIVER BASIN - FRENCH BROAD
• RECEIVING STREAM - WOLF COVE, CLASS C
• ZONING - BDM
• LAND USE OF SURROUNDING AREA - RESIDENTIAL
• LATITUDE 35.629007 LONGITUDE-82.520229
• THE PROPERTY IS LOCATED IN FLOOD ZONE X AS PER FEMA
INSURANCE MAP. COMMUNITY MAP NUMBER 370031 9750J,
REVISED JANUARY 6, 2010.
UTILITY SUPPLIERS
ELECTRIC - WATER -
DUKE ENERGY CITY OF ASHEVILLE
555-A BREVARD RD. 70 COURT PLAZA
ASHEVILLE, NC 28806 ASHEVILLE, NC 28801
PHONE: [phone] PHONE: [phone]
SEWER -
MSD OF BUNCOMBE CO.
2028 RIVERSIDE DR.
ASHEVILLE, NC 28804
PHONE: [phone]
OWNER CONTACT:
TOWN MOUNTAIN PRESERVE
GEORGE ESCARAVAGE
93 LOMBARD STREET
WAYNESVILLE, NC 28786
[phone]
( IN FEET )
1"= 200'
�\
/ �� VICKI L. ITTEL-ROTHEN(RGER
ELIZABJO TO
\
N/F NTTENAN�7
F TROY SPE, LLC D.B. 3474 PG 4
��
PG.1968
.4968 P.B.36PG'.0 // 7
P.B. 36 PG. 30
\�
N# 975 926 / 7
I BDM
�\ O
ONING:BDM6 N�
\\
NqF / I I I I I
N/F XICKI L. ITTEL-ROTHEf�B�RF,RI I
CURTIS DAVID GUINN \ ELIZABETH SHIRLEY S�ljjppl�NT NN
D.B.1633 PG.414 �\ JOINTTENANT II I
PIN# 9750411689 \\ D.B. 3474 PG. 6 I I
ZONING: BDM \ P.B. 36 PG. 30 I II I
\\\
PIN# 975041679 V
ZONING: BDM I�
THOMA A. SCHWANDES AND
WIFE, J K. SCHWANDES
D.B.2 PG.334 TED N/F ELL
P.B.77 PG.39
PIN# 975041 437 D.B. 370 PG. 173
ZONING: BD �� PIN# 975041631�_
BDM
/(
�I�gNING:
/F //��
` N/F
/
CHARLES A. BRIGGS AND
RICH KNOB LLC
D.B. 2052 PG. 12
WIFE, DONNA BRIGGS 1
/ pIN# 9750418352
D.6.4279 PG. 316
�C ZONING: BDM
P.B.70 PG.102
PIN#9750414
N
ZONING: BDM=
800
ENGINEER CONTACT:
VAUGHN & MELTON
MARIOS GEORGIOU, PE
1318-F PATTON AVE.
ASHEVILLE, NC 28806
[phone]
VICINITY MAP
NOT TO SCALE
DRAWING INDEX
SHEET NO. SHEET NAME
C-00 TITLE SHEET &DRAWING INDEX
C-11 WATER & SEWER OVERVIEW
C-12 SEWER LINE PLAN
C-13
WATER
LINE
PLAN
C-14
SEWER
LINE
PROFILES
C-15
WATER
LINE
PROFILE
C-16 WATER DETAILS
C-17
SEWER DETAILS
C-18
SEWER DETAILS
C-19
BRIDGE PLAN AND PROFILES
C-20
BRIDGE DETAILS
C-21
ELECTRICAL DETAILS
C-22
STRUCTURAL DETAILS
ow what's below.
Call before you di
BEFORE YOU DIG,
CALL 811
N.C. ONE -CALL
CENTER
IT'S THE LAW!
CONTRACTOR SHALL ADHERE TO BUNCOMBE COUNTY STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES AND STANDARD DRAWINGS (AS APPLICABLE) FOR THE SITE
CONSTRUCTION. ALL CONSTRUCTION QUANTITY TAKEOFFS THAT ARE TO BE PERFORMED
ARE THE RESPONSIBILITY OF THE CONTRACTOR (BIDDER) FOR THE COMPLETION OF THE
WORK DESIGNATED HEREIN. THE PROJECT SHALL BE BID AS A LUMP SUM.
MSD PROJECT NO.
PRELIMINARY; NOT FOR
CONSTRUCTION
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
O
U)
cz
z�
OLLJ
o
U)
LU
Q
C)
O
z
Z_
J
W-
>
cf)
0/
a
U
Zw
w
V J
O
LLJ
2
W
z
>
O
z
O�
"
—
LU
�j
co
G
O
w
U
Z
�U)
�
—
06
00
O
N
W
w
Z
Q
>�
O
F—
O
�
a
W
00
Vaughn & Mellon
N. Charleston, 5C
843-5 GO-0085
Charlotte, NC
704-357-0488
13 1 8-F Patton Ave.
IN Asheville, NC
828-253-2796
Knoxville, TN
8G5-54G-5800
Boone, NC
828-355-9933
Mlddle5boro, KY
GOG-246-000O
Spartanburg, 5C
8G4-574-4775
www.vaughnmelton.com
Copyright © 2007
All Rights Reserved
DRAWN: BA5
CHECKED: MGC
JOB NO: 3 1 4 1 0-25
SCALE: 1 "=200'
DATE: OCT. 2020
FILE NAME: Phase III Water5ewer.dwg
DRAWING TITLE:
TITLE SHEET &
DRAWING INDEX
DRAWING NO:
C-00

LEGEND ' \
GRID NORTH \ \ \ \ \
/ NAD 83/NSRS 2007 \ \ \ \
PENSCO TRUST COMPANY
JOYCE E SHELLENBERGER CUSTODIAN
W WATER LINE ` PIN# FBO CHERYL C. NOSKA
9750- LENBER4 \ \\ \ \ z
D.B. 4709 PG. 56 P.B. 36
D.B. 4212 PG. 303 \ \
H P.B. 37 PG. 36 PG. 30 PIN# 9750-42-8178 \ \
WATER VALVE \ ZONING: BDM ZONING: BDM \ \ � � �
\ GRAPHIC SCALE BYRON T. BRIDGES (n
\ MARY K. BRIDGES Z
U
♦� FIRE HYDRANT ASSEMBLY \ 50 0 25 50 100 200 D.B. 1937 PG. 626 o
\ \ / P.B. 36 PG. 30 /
\ PIN# 9750-42-8383 END OF NEW WATER LINE \ \ \\ W
\
® AIR RELEASE VALVE \\ \ ZONING: BDM \ � � \ � \ ( IN FEET) FIRE HYDRANT ASSEMBLY PER STANDARD DETAIL \ _
WM0 WATER METER \\ \\ I" = 50' W
BYRON T. BRIDGES 0�
MARY K. BRIDGES DIANNE BROWN & \
\ \ \ $ SEWER LINE RUSSELL M. MEDFORD D.B. 2163 PG. 551 RICHARD P. THOMPSON \ \ \ / /
\ \ MARGARET K. OFFERMAN P.B. 37 PG. 36 D.B. 4790 PG. 1371
\ \ \ \ D.B. 4977 PG. 1745 / / PIN# 9750-42-8553 P.B. 36 PG. 30
----S SEWER SERVICE LINE \ \ \ \ P.B. 37 PG. 36 / / ZONING: BDM PIN# 978031 / Q
PIN# 9750-42-8911 ZONINNG:G: BBDDM
ZONING: BDM / / _ _ PROPOSED 2" AIR RELEASE VALVE ASSEMBLY
OS SEWER MANHOLE \ \ \ \ \ / ( - - - - - - PER STANDARD DETAIL. o
O co SEWER CLEANOUT \
y \ \ \ ^ I j - - - - - - + . \ / MOUNTAIN VISTA ALCHEMY, LLC.
1 D.B. 5387 PG. 1996
I o \ \ �\� \\ I � P.B. 36 PG. 30 / \\\A CAI,,��,
PIN# 9750-41-7626 \`�`�\ R 'i\O
/ _ _ _ _ - - - - °°°�ss°° �j
/ �' r \ ZONING: BDM §
WILLIAM J. FABEC, TRUSTEE 1 \ \ \ 3H // O °�F°
PIN 9750-42-6699 / /o �_ o
- / D.B. 4367 PG. 1678 \ �\ \ \ \ / o.
-
I P.B. 37 PG. 36 8 . / \ \ =
ZONING: BDM 10
\ \\ \ �J=
s�`` PROPOSED 20'�
\ \ \co'INE° c� \
I I 40.0' R/W (PER P.B. 36, PG 30) / / \ \ °°
� WATER EASEMENT � \� � \ \ � NEW 4" PVC SERVICE LATERAL � S. GE��`
4.63 C'RE►S' + ��� � \ \ � (LOT 9) PER STANDARD DETAIL
PORTION OF PIN 9750-42-4752 \ \ \ \
a�, # \ \ \�2. \ JJS CAPITAL, LLC.
\ \ \ WILLIAM D. McDOWELL, JR. / / NEW 4" PVC SERVICE LATERAL \\ \so,� \ \ D.B. 5191 PG. 1803
NAILLING LLC. FAMILY TRUST U/W WILLIAM \ \`\ D.B. 1313 PG. 272 / LOT 10 PER STANDARD DETAIL z P.B. 36 PG. 30
RAY GRIFFIN JR. \ \ \ \ PIN# 9750-42-6819 / / / ( ) `� \ \ \ \ \ PIN# 9750-41-5896
40.0 R/W PER P.B. 36, PG 30) / / PROP. MH B-40 ` \\ \ \ \ \ 50.0' R/W (PER P.B. 36, PG 30) ZONING: BDM
D.B. 3484 PG. 800 \\ \ \ \ P.B. 37 PG. 36 ( �
PIN# 9750-53-2702 13 `\ ZONING: BDM o� \ \ \
ZONING: BDM \ \ \ / STA-13+15.00 GREENSPACE
TOP-2822.58 \ \ 0.94t AC.
INV OUT=2815.48 \ \ \ \ PER PB 36, PG 30
PROP. MH B-39
PORTION OF PIN # 9750-42-4752 \ \ \ / / STA 11 +35.00 ' \
TOP=2795.78 �^
INV IN=2787.45 _ ��� - `� \\ �\ �y \ \�W VJ
INV OUT=2787.25
ui
- - _ _ _ _ N� i PROPOSED " PROPOSED \ \ i \ .\ J
\-------- o 1I-
\\ \ \ - 8 PVC SEWER LINE B CO _ O
_ FIRE HYDRANT ASSEMBLY'--, \- -Ex. STREAM , \ _ �
� �� BUFFER \
- -
\ -�3H \ PROP. MH A-32 ' \ \ \ � � � � ui U
` STA 12+05.85 LINE A \ i i \
\ \ PROPOSED 30' DRIVEWAY
STA 10+00.00 LINE B \ -�' ^^
- -TOP=2770.22 �\ & UTILITY EASEMENT I..L >
\ \ / PROP. + A-33 - SHALLOW MH TYPE 1) \ \ (LOT 9) \
STA 12+39.85 , w �, -' � ( > I I � O
\ ( / TOP=2774.01 INV IN=2767.20 \ \ 1 0 / / I \ Z O z
NEW 4" PVC SERVICE LATERAL \co / NEW 4" PVC SERVICE LATERAL 1 1 PROP. MH A-34 INV IN=2768.87 , S INV IN=2767.20 \ 1 / / / I I
(LOT 12) PER STANDARD DETAIL `\ (LOT 13) PER STANDARD DETAIL STA 13+61.85 INV OUT=2768.67 /� i q -INV OUT=2767.00 \ I / / / / / Q LL•L` > >
i 1 TOP=2785.47 , � / , -'Z �'� \ 4.6 3 � A C'R ►S' + / / > z
5.10 �1 C'RE►S' ± INV IN=2776.60 - /� /
\ - - INV OUT=2776.40 /
PROP. MH A-38 # /'� �' 3 �� POf�T10�1 OF PIN # 97502752 / z
PORTION OF PIN 9750 42 4752 V J Q
STA 19+42.85 � \ \\ PROPOSED 20 i � i f ��
3.50 CRES ± TOP-2845.80 �� \ SEWER EASEMENT " �/ PROP. MH A-31 A / / / / / / 06 w
PORTION OF PIN # 9750-42-4752 INV OUT=2839.60 \ \ \ NEW 4 PVC SERVICE LATERAL i ' L� / STA 11 +84.66 / / / / / N
/ \ v ,\ \� (LOT 11) PER STANDARD DETAIL , - // / I 1 TOP=2768.50 m
(SHALLOW MH TYPE 11, FLAT TOP)
\ \ \ \ PROPOSED , , /� , y i; ' ;' ' INV IN=2765.85 / / W w
8" PVC SEWER LINE "A" / , - �� j, , A' / / ,1 V OUT-2765.65 / / / 7
/ �- - L Z
_ _ PROP. MH A-31
�� �co _ \ \ O
� PROP. MH A-37 _ _ - � �, , / STA 11 +19.66
/ STA 18+19.85 ��`��_o ROAD - �`- -- _�__-' _ TOP=2760.50 I I KATHERINE IRENE OGBURN
TOP=2831.25 \ - - �- - - - _ �s DROP M.H. FLAT TOP M.H. RONALD GENE WALTHER / /
INV IN=2826.05 - - - - _ - - - ( _ ) ( ) 1�RE� ± /
INV IN-2757.42 I I D.B. 5680 PG. 970 / �oO 3.42
/ INV OUT=2825.85 P.B. 190 PG. 94
,,"-INV OUT=2750.0 I I PIN# 9750-42-2225 //�oV // / / PORTIONOF & 9750 419 4 04 2-4752
PROP. MH A-35 �� / L I ZONING: BDM / / i✓
PROPOSED 30' DRIVEWAY STA 15+34.85
/ & UTILITY EASEMENT TOP=2790.63 �/ / / /
INV IN=2786.40 �, ; % PROPSOED
INV OUT=2786.20 , /� � PROPOSED ! , , 6" DIP (CLASS 350)
PROP. MH A-36 /� %' 8" PVC SEWER LINE "A" j WATER LINE, RESTRAINED.
STA 16+68.85
� TOP=2806.52 .' � , � CONNECT TO EXISTING MANHOLE
PROPOSED 20 /�� / i \ /
/ (DROP MANHOLE) 'i / i NiiM EX. FIRE HYDRANT / // PRELIMINARY,
- - UTILITY EASEMENT / EX. MSD MH 59-436885
INV IN=2801.80 �� ,
- - - _ /� , STA 10+00.00 // / _ _ _ ra hn IMelfon
INV OUT=2797.30 / ,
,'i , EX. TOP=2736.02 -NOT FOR CONSTRUCTION "'`�
- _ _ _ / / / / / �' RAISE TOP TO 2739.86 ` li I I PROPOSED " Firm License # F- 1 088
INV IN=2729.42 BEGINNING OF NEW 6 WATER LINE - 13 1 8-F Patton Ave.
EX. INV OUT=2728.82
/ / � �" ) � � / � � Asheville, INC 28800
NOTE: CORE DRILL EXISTING MANHOLE �/ / ii / I NOTES: 828-253-279G
AND MAKE NEW SERVICE CONNECTION / , j / /� �/ l / Boone, NC
/ I 1 . CHECK DAM MUST BE LOCATED WHERE NOTED ON THE PLANS. ❑
\ EX. CLEANOUT (TYP.) PER STANDARD DETAILS. - �/ / ---__ _ , _/ / / 828-355-9933
20 / PROPOSED 20' DRIVEWAY EASEMENT / / /-----��� ��' / I 2. DAMS SHALL CONSIST OF COMPACTED CLAY BEDDING AND
/( ) / I I �' / / I BACKFILL MINIMUM 3' THICK TO THE TOP OF THE TRENCH AND ❑ Charlotte, NC
" .000 TO SERVE LOTS 14 & 15 , / / 14 I / / / 704-357-0468
v kI �- / CUT INTO THE WALLS OF THE TRENCH MINIMUM 2 . LOCATIONS
NEW 4 PVC SERVICE LATERAL / I I / I KENT J. MAYBERRY
�\ I I 55 �I D.B. 2247 PG. 343 OF DAMS WILL BE FIELD VERIFIED DURING CONSTRUCTION. Knoxville, TN
o ` / ' I (LOT 14) PER STANDARD DETAIL / ' I I '' �' P.B. 125 PG. 59 ❑ 8G5-54G-5800
PIN# 9750-31-8888 3' MIN.
3.93 �1 C'R►S' ± Middle5boro, KY
EX. MSD MANHOLE �I / / // JJS CAPITAL, LLC. �Q / I i ZONING: BDM �� ❑ GOG-248-6000
m 59-436917 �, �� PORTION OF PIN #S 9750-33-7003 , ,' D.B. 5761 PG. 1452
_ \ \ / & 9750-42-4752 , _ /yti / I 2' MIN. ❑ N. Charleston, SC
TOP:2626.81 �\ i / / i / , P.B. 196 PG. 75 EX. 6" DIP WATER LINE
INV. OUT: 2622.26 / /\ S _ _ _ _ _ _ /�� �' ,' PIN# 9750-32-9509 �/ Gj ' ` I 843-5G0-0085
\--------- ZONING: BDM �� - �SEN�L_
n / _- - - WIDTH ❑ Spartanburg, 5C
PIPE_ _ 8G4-574-4775
�RIF�
\N APPROXIMATE FUTURE JJS CAPITAL, LLC. \ www.vaughnmelton.com
HOUSE LOCATION TYP. O /' ,' D.B. 5191 PG. 1803 Co ri ht © 2007
QL)\ ( ) // i P.B. 180 PG. 131 \ pY g
, EX. 8 PVC SEWER LINE \ \ , / , All Ri ht5 Reserved
\\ PIN# 9750-32-6270 \ EXISTING GROUND g
o, / �" / / ZONING: BDM
�Q \ \
•/ / � \\\\� i // / �� r'' � l � - - - � 2' MIN. �{ - - -� CHECKED: MSG
s m / 4? PROPOSED 20 / / ,' i EX. 8" PVC SEWER LINE
ICI -ICI -III ICI-ICI-I�I-
o = / � o UTILITY EASEMENT \ \ �/ ir JOB NO: 3 14 I 0-25
MSD PROJECT NO. -III-III III -III -III -I
,'/PIPE
/ / / i EX. MSD MANHOLE-11
- TRENCH -
�/ /,' �� / �� / III -III III -III- SCALE: 1:50
i 59-436884 VARIES
/ / / i' EX. UNDERGROUND GAS LINE -1 1 1-I I I -
�oQ -1 DATE: OCT. 2020
FILE NAME: Phase III watcr5cwcr.dwg
PIPE
/ i DRAWING TITLE:
N Q�� i i G� EX. UNDERGROUND
POWER LINE 0
/ y� 47 17 \ / ; �' �I CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015 WATER &
, 15 / � _ 12" MIN. SEWER
\ , ,koz JJS CAPITAL, LLC. �� � , / y �, s WATERLINE EASEMENT PLAT PB PG
D.B. 5191 PG. 1803
NEW VISION TRUST i � COMPACTED CLAY OVERVIEW
/ P.B. 152 PG. 20 D.B. 5827 PG. 551 ' i / i G �' WATERLINE EASEMENT DOCUMENT DB PG
PIN# 9750-33-8491 P.B. 152 PG. 20 - - / CHECK DAM DETAIL (WATER OR SEWER) DRAWING NO:
/ ZONING: BDM PIN 9750-33-7003 i \ \.
# ' / ESTOPPEL CERTIFICATE REQUIRED YES NO NOT TO SCALE
Q / / ZONING: BDMLIC-11-

m
N
IT
0
N
0
N
0
N
6
�I I \1 I I I I I I ILEGEND 1 GRID NORTH
\\ \\\\\ \ I I I 1 I, I i NAD 83/NSRS 2007
\ \ \\ \ \ PENSCO TRUST COMPANY
\\ \\ 1 1 1 \ JOYCE E SHELLENBERGER CUSTODIAN FBO CHERYL C. NOSKA
W WATER LINE \ \\ \ 1 1 PIN# 9750-43-8084 D.B. 4709 PG. 56 P.B. 36
\ \ D.B. 4212 PG. 303
",\\
\\\\\ \\\\\ P.B. 37 PG. 36 / PG. 30 PIN# 9750-42-8178
ZONING: BDM
H WATER VALVE \\\\\\\ I\ \ \ \ \ \ ZONING: BDM \ /� GRAPHIC SCALE BYRWN T. BRIDGES
�_ \\\\\ \\� \ \\ \ \ \\ \ \ \ 50 0 25 5o ioo zoo MARY K. BRIDGES
D.B. 1937 PG. 626
♦� P.B. 36 PG. 30
FIRE HYDRANT ASSEMBLY N\\� \\�\\\\ \�\ \NN \ \\\ \\\\� \ \\ I\ ` I\ PIN# 9750-42-8383
\\\ \\ \ \ \ \ \ \ \ \ \ \ \ �A%IIII�� !!!!" iii�m ZONING: BDM
® AIR RELEASE VALVE . \\\\\ \\\\ \\ \\ \ \ \ 1 \ \ ( IN FEET)
\ \\\\ I/ , \ \ \ � \ \\ \ \ \ \\ I \ / 1., = 50'
/ /
WHO WATER METER \ \\\\ \� �\ \ \\ \ \ \\\ \ \\ \ \\ I / / BYRON T. BRIDGES
\ \ \\\\ I / \\ \ \ \ - -, / / MARY K. BRIDGES
J \ � \\\ \ \ \ \ \ \ \ \ \ RUSSELL M. MEDFORD D.B. 2163 PG. 551
$ SEWER LINE ' \\\\\\\\\ 1\ /\\ \\\\\ \\� \�\\\\\� MARGARET K. OFFERMAN // // PIN# 9750 42-8553
\ \ \\\ \ ✓\ \� \ \ \ \ \ \ D.B. 4977 PG. 1745
1 /
\\ \ \\\\\\� \I \ --- \\ \ \ \\� P.B. 37 PG. 36 / / \ IZONING: BDM - _
----s SEWER SERVICE LINE /_
\ \ \ \\\ \ \ \/ \ \ \\\ \ \ \ PIN# 9750-42-8911 / / f � _ _ _ _ _
\ \\/r \� \\\\ \\I \ \\\ \\\\ \ \ ZONING: BDM / / _ _- _ _ _ _ _ - _ -
S SEWER MANHOLE \ / \ / / -_ __ ­�-
= " _1____/
�,\
O \\ \ \-\�\\\\ \� \ \ -- / // // - \ -
\ \I \\ \\\\\\ �� l I // ///, / _ __/ / --- --\ o
\\\ I-\ \\\\\ \\ / \\ - \,� I // /IIII / / - 31�� -- \\ ��
Q co SEWER CLEANOUT \\\ y\ \ \ \\\\ \\ \\ \ / \ 1 '/// ii �i / / / - I - - - \ \\ \
\ \ \ \\ \ \\ \\ \ \ 1 ///i /i /i / / i1�-_-7 \
\ \ \ \ \ \\\ // // // -_ _� _ o - \ \ \\
\\\\ \ I\\�\\\\\\ \�� � \\\�^\\ / / \
/ / / \ \ \
\ , \\ \ \ \\\ \ \\ \� ` \ \• \\\ \ • � I , , \ \ \ \ - - / / WILLIAM J. FABEC, TRUSTEE _ - �, / % j%/ j / / / /� �� _ _ - i/% \ \\
\ \ \\\ \ \ \ \\\\\ \ I l\\'1 \\ \ \ \\\ \\ \\\ \
\\\\\\ \\\\ \\\\ \\ \\\ \ \ \\ \ 1 11\ Is ( I\1\ \\\ \\\\\ \ \\\ N, I1u r,\ \ \ �\ \ \ / / PIN# 9750-42-6699-=i�/��,���J/ // /o // /__ii\\\ aHo
\ \\\ \ \\\ \\\\ \\\ \\ \\\\ \ I I 11 N �1 I I 111\\ \ \\ \ \\\ \ \\ \\ // / D.B. 4367 PG. 1678 _ _ i/ i�� j j/ / /. �'/' /-- Z� \ \
\ \ \ \ \\ 1I I 1 0 \ \ \\ \� �/
\ \ \ \ \ \\ \ \ 11 I I I I� 11111 I I \\\\ \\ \\ \ \\� \ \1 r \\ \\\ --- \_- P.B. 37 PG. 36 - �� / / 5 _/ \
\ \ \ ZONING: BDM �� / / j// / - - _ / / / -
\\ \ \\\\ \\\\ \\\\ \ \\ \\\ IIII I 1 II\ 111 a 111\ \\ \ \\\\ \\ \\\ \\\ \ \\`� ------ \\\ `- // �oP ,- j / /�- __ -
J _ _ J
I I 1 \ \ \ \\\ \ 1, 1 1\ \\\\ \\\\ \ \\\ \\`-{ \ ,\\ IIII "I ?t //' ii�i%//- _/__ I I 1 \ 0\ \\\ \ \\ Illl \ \ 1� I \\ \\\ \ \\ \ \� \ \ __\\ _ _-
I 1 \I \ \ 1 11 \\\-, \ \ \ / _r / / _
\ \ \ \ \ \ \\ \\\\ \ \\\ 1 1 I \ \ \\ \ 1 \ \ \\\\ \ \ \ \ \ \\\ \\ \4Q.9: tR (PER P.B. 36, PG 30) �° III / \ / / . - ''/ / %/ //
�\\\\ \\ \ \\\ \ \\11 \\ \ \ 1\ \ I, \I11 \\ \\\ \ \\ \ \ \\\ CT / / / .///,/i/i/ �-- -
\\\ \ \ \\\ \ I\ \\\\ \ \ �\ \\\\ \\\\\ \\\\\ \ \/ ``\ Ill, / / \////�� �/� %� //� / , _-- - 8�. - \ \
\.
\\ \ \ \ \\\ I\ \ \ \\ I \\1\ \\\ \\\ \ \\ \ ` \ \\ \� / / //i // Of OIL OF +Iv �75 - -475 0
\ ,\\\ \ � �\\\ \\\\ �, \�,. \\\\ \\\\ \� ` I\\ \ \ \\\\ \\ \\ \ I -\\\ - II / /I //�/�/ / //
\ \ \ \ \ \ \\ \\ \ \\\ �\ _ WILLIAM D. McDOWELL, JR. I ( I - / �// /� / -, / / � _ - -�7�_\ \\ \ \ C\ \ \\\ \\\\ \ \\ \ \ \ \\\ � � � I I h o / / / / /. i . - - 2
\ \ NAILLING LLC. FAMILY TRUST U/W WILLIAM \ \ \\\\ \\ \ \ \ \ \\\\ \ \\\ � \\\ � \ \ D.B. 1313 PG. 272 II 1 /� / 0'` f I / / / - - - - - _ - 830
RAY GRIFFIN JR, \ \\ �\ \ \\ \\ \ \ \ \ \\\ \\ \ \\ \ \ \ PIN 9750-42-6819 II. / / ti I / / // / ' " - - - _
\ \ \ \ \ \ \ \ I- \ \\ \ \�\ \ \ # / / / I Iml / NEW 4 PVC SERVICE LATERAL - \ - \
\ \ \\\ / \\ \ \ 40.0' R/W (PER P.B. 36, P � I / N / / -\
D.B. 3484 PG. 800 \ \ \\ \\ \\ \ \ \ \ \ \\/ \ �\ \ \ \ P.B. 37 PG. 36 / / / /o / ���_,--_-Mur. r\\ \ \ ` \\\ \ \ \ \ 13 \ \\ J ,,\ \ \ ZONING: BDM /// I / / h / // (LOT 10) PER STANDARD DETAIL - MH B-40 \ 1
PIN# 9750-53-2702 \ \ \ \ \ \ \ \ \ \ / 1 1 / ti / / - \ \
�\ \\ \ \ \ \ \ \`< / \\\ \ \
I ZONING: BDM \\ \ \ ` \\\\ \\\ \ \ \ ��� �\ /\ \ , / -
\ \ \ \\ \ - \ \\ \ \ \ �Z_ \\\� \ - I I y 1 /, 11 I l I I l l l /0 / l l _ - \ \ STOP=2822 580 \ I
IIII I I I ' 11 ' IIII IIII \' \ \ I \ V \\ \\ � / \� \\\ \ `�-- - __ \\\\ \ \\\\ IIII I Y 11 I I III I I I I 11 l l fl, l l ` - -
I 1 \ \ y\\ /\ \\\ -_ \\ _ - \\\� , \\\\\ - - I I 1 iINV OUT-2815.48 \
IIII II I II I III IIII II\ \\\\ \\ .\� \\-_ \\���\\\\\-_ /� II / II III IIII III // / 0 /// /'. - - \
I I II \\\ \ \ \� \\__ Il / 'I I 1 I /ti//. / r \\\ _/�-
\ , I \\ // // / / / I I III I 1 // / ,PROP. MH B-39 \ \
IIII IIII IIII IIII IIII \\\\ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \\\�� \\� - / / / ` I l ] I I III 1 / / / STA 11 +35.00 - \ �2810 1- 57% s
//// / II I I I \\ \ \\ \\ \ _ _zr� \\\� /\ \ �\\\- _ ///� (/ 111 /) II 1 // / //
/// I III III 1\ \\\ \\\\ \��� \ \� \\\�\\ �-\ 1 �\\\�= /// ' / / I / ' llI I 1 11 / - - " pIP O /
/ 1 I I I I y \\ \\ / 1/ / / I TOP=2795.78 - ��
\ �\ \/-- - /i - �/ / / I / // ll 1 / / o �f $
1 III I I III 111\ \\ \\ \\ \ \ \ \\ \r \ �'\, \\\ ` \ `\ \\\\ \ �� \ \� - \ - / / - - // % / J 11 11 I I // INV IN=2787.45 - 1S0
Il I I I 11 1 1 I I \ �C\ \\ \ - \ - ��\\ 1 \� --// / /--__ -���-/ /� ///i o1, �, l l/I I l/ / I�
/
DIANNE BROWN &
RICHARD P. THOMPSON
D.B. 4790 PG. 1371
P.B. 36 PG. 30
PIN# 9750-42-8031
ZONING: BDM
NN \ NN \
\\ \\
\
\\
\\ \
\\
\\\
\\
\
\ \
\ \
\ \
\
\
\
\
\ \
\ \
\ \
\-
\
\
\
\
\
MOUNTAIN VISTA ALCHEMY, LLC.
D.B. 5387 PG. 1996
P.B. 36 PG. 30
PIN# 9750-41-7626
ZONING: BDM
NEW 4" PVC SERVICE LATERAL
(LOT 9) PER STANDARD DETAIL
\�\
\\ \
\\�\
� 5\ \\0.0' R/W (PER P.B. 36, PG 30)
JJS CAPITAL, LLC.
D.B. 5191 PG. 1803
P.B. 36 PG. 30
PIN# 9750-41-5896
ZONING: BDM
GREENSPACE
0.94t AC.
PER PB 36, PG 30
-�
, \�
1 I I \ \ \ \ , \ \ \ � �\ \ \\ _ - - / - - / / / I I l l / INV OUT=2787 25� \ \\\\ \ \ \ \\ \ \\
1 / I I 11 I IIII I \ \\\ \-\ \ \-_ \\ \ \ \\ �`\�\\\ - - - - - / 1 // / //./� / _ -�� f_ \\ \ \\ \\ \\ I,
III 1\ \ \�-- \\ �-_ \\ \ - \ \\� �\\ \ �/ \-- //� /--- � �� �� / / / / l ll ll l 111, l
III II III 1\\ \\\ \\ \\ \ \\ \\\\\ \\ \\\\ \ V---____ _ ;%- _ / / // / 135 LF-8 DIP O 14.85% -'2� / _ \\ \ \ \ 1 I I
illI \ \ I I I I 1 \ \ \ \ \ \\ \\ \\ � \ \ \\�\ \�\\�\\\ \\\\ \� - - --- _- _ / / / / l l 11 1 I / - / �- \ \ �2asQ
I\ \ \-�i\\\- i \\ - �\ bo � `- I-- -- _- - �/ / / // IIII IIII / l/l IIII l l 1 /// /// i _ \� \\�-\�f-\\\� �\ \ \\\\\\ \ yo o 11, m
I I \ \ \\\ \ , \\\ \\\ \ \ t,." \\ z9\`\ _ \- I - \ - - //i/ l l l --a_\ \- 1 1 \\ / I
\ \ a � \ \ \\ oo �\ ( � / / / / / _ _PROPOSED I N
_ \ \ \\ -I-_ _y-- / / / / / I I I I \
\ \ \ \ \ \ - - _ ' \ \ - - -_ \ \ \\ \\ ` - _ \`- _ ->- I_ _ 2680 J� // // / / // j PROPOSED 18 RCP , 8 DIP SEWER LINE B - / B R M I I / I I ► I 1 1 , I 1 / I 1 \
\ \ \ \ \ y \ \ \\ - _-'\�--- \ \ \ \ \ \\,,. \? _ \ --_ --'� �►, --_( - - // / I/ / / / SEE SHEET C-03 i - L �- \ �� I , / / ) \ \
1 \ \\ \ \ \\ \ \ -_----\\_\\, \ \\\ \\ \ <"z -_- -f -- _ ,;, / / // , 8 PROP. MH A-32 / i` ► I I I I 1
\ \ \ \ \ \\ \ \ \\\\___-- -_____ �� \, \ \\ \ \ \\ `-- _ ---- �_�i// IIII IIII / / / ./ /, . l/ �� �\t\ \ ► I I _ � 1 I I
0
\ \ \ \\ \ \ \\\ \ \ \ -- _---_--- �\ ��. \ �\\\\ \� \\�\\ \�\�----_-%___�' /1e�o//i// // % j 34 LF-8" PVCrO 4.32% �� STA 12+05.85 LINE A \ \I I\1 I►I I I I I \ I I I 1 1
\ \ \ \ \ _ - I \N N \ \ \\ _ � _ ; / - / - _ - _ _ - - / / / / / / / / / _ - - . = STA 10+00.00 LINE B . , }� \\ I� I N 1 . PROPOSED 30 DRIVEWAY %l I 1 / / /
\ \ \ - / '/'�- - _� .-2e6o _ //// / / / / �' / x- -N ��TOP=2770.22 - I T N & UTILITY EASEMENT I / / / / /
\ \ \ \ \ \ \ \ \__ _ NEW 4" PVC SERVICE LATERAL \\ \ \ \ \ \ -- %' � - - - _ - / - / / / ' \ ' / LOT 9 1 / i
\ \ \ - - _ - / - / // PROP. MH A-33 N /
\ 4 \ __ / �, _ - _ / / SHALLOW MH TYPE I \ ' ( ) / ) / / / /
LOT 12 PER STANDARD DETAIL \ \\\ \ / � _ - /_ _ - / STA 12+39.85 o I' ,y I ) / 1 I / / / I / l / / / /
\ \ \ \ � \ \ \ \ �\ \ \ \ _ \ \ \ / / - " TOP=2774.01 - \ - / / 1 ® / / /
\ \ \ \ \ ( ) \ � � \ / / / / - / 122 LF-8 PVC O 6.17% � �,/,,,� INV IN=2767.20 \ '(/ / / / X / / /
\ \\\\ \ \ \\\ \\ \�_ � - -- \ \..\ \\ j/ 11 '� _� 'PROP. MH A-34 �'/i ,INV IN=2768.87 �h�/�1' �/ //\ / //%<r I / //// ///,
--
\ � » / - / INV IN=2767.20 / 1 / / � \/ / / / /
\ \ \ \ \ \ \ \ \ - _ - / \ __ - - - \ \\\\ \\\\ NEW 4 PVC SERVICE LATERAL / // _ - /. / 1 /
\ \\\ - \\�\ ,- _ _ l // /y // J / ///
\ \ \ \ \ \ _ _ , \ \ - \ \ \ \ \\ \\\\ \ \ \ \ \ \ ( ) - STA 13+61.85 INV OUT1 2768.67 ��/„ / INV OUT=2767.00 l /l 1 1 / //� / / / / // / / /� , /� / ///
\ \ \ \\ \ \ \ - , _ _ \ \ \ \ \\\\ \\\ \ \ LOT 13 PER STANDARD DETAIL / / / / - - _ - - - / /- • / / /
\ \ \ - - _ 1 2 _ _ _ _ - \ - - \ \ \ \ \ / / ' / / - - - / - TOP=2785.47 ��. o' / 21 LF-8" DIP O 5.43% CONCRETE ENCASED I/ �� / ,>/ / // / // // / / / / /
\ \ `�. // / // / ,/ /// / /
\ \ \ \ _ _ / - \ \ - \ \ . \ \ ems\ \ \ \ \� / / - - - / / INV IN=2776.60 / ti o / , /\ \ o �\ / / k / / // / / / / //
\ , -, \ \ \ - - - - _ - -_ - ._ _\\ PROP. MH A-38 \`\ le%\ \\ \ \ \ \ \ \ - _ / ' ' / / - - - - - / / .INV OUT=2776.40 . / �. / , /i ( \ �� �\ \ / / / -RO OF' PIN # 97 42 ,1 // / / // / / //
\ \\ _ - �\ \ \ \ �� \ - \\\ \ \ \ \ / / 90� ON�OF� - 9'/�50=43' ZS / / / = J / // / / // / / / n 3 / / / // / / / / /
\ \ \ \ \ / / / / 2a _- / / / I ) \ / � i 1 / / /
/ / �� I / / / / / / / / /// /� / / / / /' � // / /// / /i /
STA 19+42.85 / / /� /
\ _ _ _ �� _ \ ` \\ \\ \\ \ ` _ _ // /' PROPOSED //' /'- - / /// / o ✓ PROP. MH A-31 A I / / // - / / /
- - _ \� - ____ \ \\ \ \ \\ _ --- /i / j �28�0%// / .�, o l / II // // / / / /1' �/ / / /i/ //�/ // / / G IIII/ / // / /
\ \\ 7:7TOP=2845.80 \ •o \ \ / / / , " » » // / _ / / ti ^ STA 11 +84.66
\ \\�Fr�gzso-�-+ _ - - INV OUT=2839.60� \ \\\ \y C+ \ \\\ \ \ _ _ - _ _ - -_ / // / - 8 PVC SEWER LINE A _ / / / _-/ /� /// - 15�' / / i ,F _ / 1 / / / / /l / I 1i / /// // / / // / / / / / / //
__ _- / //. o / .1' / TOP=2768.50 /
\ ---\\\ ----_ - /-- \ - "I \ \ \\ \\\`��\\\ ��\\ - /iii�/ii / / // $o /� / 1 // /Ill 1 / /// / / l \ /// j / / // / // / / / / // //
_ \ \ _ - _ \` _ \ - - \ \\\ \ \ \ \\ O \ \\\ _ _ �/ / » J /�ii' i ' / i / %� \ SHALLOW MH TYPE II FLAT TOP I / / / l� ><� / // / // / // 1 / // // / / /
- - - \ - - - \ - _ _ _ _ \ \\� \ B \ \ \ \ \` _ _ _ - _ / NEW 4 PVC SERVICE LATERAL / /-/ '//6; %/� / . / ,/ / / /
\`__` ��\\�------- ��----_-�\\\\\\\\\\\\\ \\ �\ \� \\\-, \ ��-��__�=�% '%%ice-�'�/ 21g05.55 �ii' �� /" ' / /- INV IN-2765.85 i //// IIII //l/ IIII //�� / / /// / // / ///jam/ /////j/ / // / /
- - \ \ \ \ - - - - _ - - - / _ _ _ \\\ \\\ \ \\ \ \ \ \� �\ O \ \ _ _ _ - _ , _ (LOT 11) PER STANDARD DETAIL = ; / , �> / O // /, 65 LF-8 DIP O 12.66% , so V OUT-2765.65 / / I I / l / / ,� // / // / / // / // /j / / /// / / / / // / /j /
\_ ___ \ \_-\ ---_= -_�\ \\ \\ \ \ \�, \ \ $. - .�� vC ��i� _� / / t' - 1 /.. /,1. �I /'l / / // / / / / IIII/ / /// / /
` _ _ \ - - - \ \\ \\\\ \ \ \ \ \ \ \ \\ \\\\ \\ - - _ _ - / // �'/ i /'/ f � " Q i /i/ i /� / /� / 1 /I� STA. 11 +30 TO 11 +62 PROPOSED AERIAL l I ,f l // l /// // / /// / / // / // / / /
_ -� -��-_ \ \\ \\\ \�.\ \ \ \\\ + 1 ',-�_ - - / III I // / i -_-- � �i /�218i // / / / /.L / / / I l / // / // / / / / / / / / /
- - - - \ - \ _ _ � _ \\ \ \\ \\\\ \\ \\ \\\ \ z� \ \ \\\ \ �. \ 5� �F� _ _ = = i i'/� '/ _ __ - ''13 %� - -,- I /i_'� i / i/ i /� I \�� I I I CROSSING. INSTALL APPROX. 32 LF OF , / // I / /// // / // / // // / I / / / / /
\ --_ \ - - Ji \\\ \\ \ \ \\\ \Boo \ \ \\ \ 8 ---- / // _- �'6 /<
/, / Ate' -// III // ( /// / / I / // / /
\ _ - \ - _ _ \ \ \ _ / \\ \ \ \ \\\ \\\ \\ \ \\ \\ \ _ _PVC = _ / - // // // i - / �/ -/ -r 1 7 /i i 2110; /- -�' /i \, i / / o I I o I DUCTILE IRON PIPE BRIDGE SUPPORTED. /'� // / / / / / / / / /
/--___-\ \\ \ \\ \\ \ 1 O - // / , /_ - /C - �� PROP. MH A-31 11 I / �// I / /// /// / I I / // / // //J
3 ��� O 8.1396 - // f : % -
_ _ _ - - - , ` _ - _ _ - - - \ \\\ \\ / PROP. MH A-37 \ \\ \ \ \\ \ \ _� 5 8 _ / » • / � �% 16 STA 11 +19.66 I I \ I I I SEE SHEETS C-19 & C-20 FOR DETAILS. / // / I l / l IIII l / / / / / I 1 /// / /j/ / /j / l/ l //
-- -_ - \ \� \ \\\ \ \\ \ \ \\ �\ �o LF_$ PVC �' //�/-- % / 2 , I I I / d l r.' / / �/ / \ ( l l I I l / / / / / / . / / / /
_ _ - _ - - - _ , \ \ \'\ STA 18+19.85 ,\ a \ SOII OAD r 134 / �/ ; - // -_- / / / .TOP=2760.50 \ I I I I I KATHERINE IRENE OGBURN / / // / // I / I 1 / I / / , , 1 //
\ - - - - _- \ - - - - - _ \\ \ \\\ \ � \ \ \ - \ \ \ i / / / c( ) ( ) I \ IIII /ONALD GENE WALTHER / / 1✓ / / / / / / , / I / I /
-- - �------_�\ \\ \ \\\\ \\ TOP=2831.25 \ \ \-_ \- _ yL1- �- � � %% �� '%%'-%�ii == // �'21' DROP M.H. FLAT TOP M. H \ I /// / \ \ / / / 1 / / I / i /
\\`- -' / ------ \\\\\ \ \\\ \ \\\ _ -- �- > / %�% / /-_� /ice \ \ // / ( \ I ,Ni/ o / / / I I I I /.� / + /
- - - \ - \ - - - / - - \\\\ \ \ �►\ \ - l I - / /^ \ �/ \ \ / / / / \ \ 1 I P.B. 190 PG. 94 1 - // ) , I / / ! I I I /
\\ \\ \\ --- � -- -//// � �� //�_ / / I I Y / / /
- - : _ - \ ` - - _ - i i - - _ \ \ \\ \ \ \ \\\ INV OUT=2825.85 \\ -_- \ - - - _ �� / = / i - - /i/� ////. �� -INV OUT=2750.00 \ / / / / / I I / I I i / /r F/P N/ �o
- -�\\ _- -/ /---\\\\ \\\\ \ \ " \\\\ - --- _/ _ / /\`_ / �� � /- r \ I \ // // / I \ 1 I I PIN# 9750-42-2225 I/ o //// // / I /// III I I I �5 4s1 4752 / /
\ \ _ \ - - % _ _ // /� - l l l / I I J . ZONING: BDM /// / / / III 11 1 I I I 1 l / / /l l p l l l ll I i
_ ,\ ---\ _ \\\\ \\\ \\\\/ \\ \\\\ \\\ \ \\ �� ----- / _ _,K ^�//� /%/� %��\� \\ \( I I �, / I 11I III /
_ PROP. MH A-35 -1 /� - \
' - - \ \ \ \\ \ \ �> \ \ `� - "STA 15+34.85 //i / - - / �i - - �c . �� \ \ �l \ \ \ ((l / l I I \ I I I ) i / / / / l / / 11 / / 1 I l l� / 1 1 1 / / l / l I
- - \ - // - - - \ \ \ \� \ \ \ \ >\\ PROPOSED 30 DRIVEWAY - - - / - \ \\ \( I I I ( I/ \ / // / / / 1 11 I I / I I I I / _/ l l I / l l / , V I 1
%/ // / / » / / / / / / l l / // \
- _ _ � - _ \ - - - \ \ _ _ \ \ \ ,\ \ \ \\ \ \\ \\ \ \\ \ _ �� = / ;TOP=2790.63 %/ i //� - - ; / 120 LF-8 PVC O 17 20% / / / / / / /
\ - - � i ,- - - - \ \ \ \\ \ \ \ \ \\\ \ \ \\ \ \\ \ & UTILITY EASEMENT _ - _ - - / / /// /� - �. \ 1 / 1 1 /, % (k /l / 1 I
PROPOSED III I /` ll / / / l l/ / I l / / l ll l l I'll
\\ 8 PVC SEWER LINE A I I / / \ / / / / / / / / / / / / / / / l / 1. / 1
\ - - _ ' ' INV IN=2786.40 > /// '�� "� ' ' \ "
-\\ \ \\ \ \\ \ \\ \ \\ \ \\\ \, \ \\ - ---- _-%'. : / / / _,�\ %/ / \\� \\ \ \\\\\ l I I 11 1 / / \/ /1
_-�_--\ _ --\ \ \ \�>\ \ \ \ -__ %; �// / �- /�_ _/ t A IIII 1/ I 11 l / ll/ /l l l
--------\\\= -, \\\\\\ \ \\ \\ \\\ \\\ \\ \ _ ---- _ INV OUT=2786.20 / // //�� - \ o \ \
_ _ \ \ \\\ \\ 1 \ I 1111 1 I I I /\ l / 1 / / l / / // / /// / 1 / './ / / I
_ _ / _ \\\ \\' 1 1 I / / // / / / / // /
\ \ \ _ - - - � \ \\ \ \ \ \ \ \\ \ \\ \ \ _ \ _ PROP. MH A-36 ; // / _ _ /�� _ - / / �/ _ - \ \�\ \\ \ 1 I 1 1 \Ill l I 1 1 / / / / // /// / / l / / / // / / yl l/ l I I
__ - \\ --' \\\\\\\ \\ \\ \\\\ \\\� \\\\� \_ STA 16+68.85 ;%- -�:,'�' / �� ,-- J/�/;� /�--/ \\.�.\ \�I�\\ \ \\\\\ \ \�\\ I1 1 \ I I /III 11 I / / l 1 1 1 / /// // IIII IIII IIII l / / /// /// \/ // 11 I
--------�\\ \\ \ \ \ \s �\\ / /_ / ��� - =/i I \\\\ \\ II I I a 1 I II 11 / l ll l/ // / // // / / /// /T- / / / / /
- - - - - - - \ \ - - - - - _ \ \\ \\ \ \ \ \ \ _ - \ _ - - TOP=2806.52 / / / ,% _- � / CONNECT TO EX. MANHOLE \\\\ \\ \1 1 1 I I ► I / / / / / // / / / / IIII // /i / , / 1 / / l l / I /
\ _ _ \\ / - - - - \\ \ \'\ PROPOSED 20' - - " _ ��,�\ \\ I l 11 I
- / / )
__--_ - -_\\ ---_\\ \\ \ \\\\ DROP MANHOLE %� _ __� /J/ �� _-� /'/ �Y\�. \X'\�.\\ ` \ \`\ \ I\\\\\\ 11 \I I I I I I I, // l l IIII // /j/ /// ///j/ IIII /// //f / /l (/
-\� /--- -I I //l / / // /// , /// / -/� / //� / /
-�-� - ,\ \ - \ \ = - - \ \\ \ \ UTILITY EASEMENT \ _ ( ) - � /�� �/ i / - -i / I \ \ I I I I I / / // / / / // / / / /// / /// / '/ /
= - �- \\ - - _ - - \ \\\\ \ \ \\ \\ \ \ - _ _ _ INV IN-2801.80 '�� ✓�\ -'- / /// _ / / - -�- EX. MSD MH 59-436885� \\ \ \\\ 1 I l l / / / / / //�/ / / / / / /j / / //l / /
/��� \�, -����� -_ \_ \\\ \ \ \ \\ ?j4 . \ -- \ \ - \ \ / - / / % \ %'I 1--�_ / / _/ / /- STA 10+00.00 \ \\ \ \\\I IIII III I / / //// /// / /l l/ // /// /i///i// IIII/// / IIII / �_- / / IIII///�
y� ��_ \=---__ __ \ \\ \�'(\ \ \ \ \\ \\o � \_ \ -- INV OUT=2797.30' / /'- --_ �'� �/i /' \ / / / /// // /// /�i / //i
�\ \\ \ \ \ �\�---
\\ \ -\\ -\ - \\ - // _/ 'S %_/ _ / - / / \ \\ y I� \\\\ II I I I I I I / /l IIII // // / /� IIII /// / /// \ / // / / �/ // / I //�
�_.�\ �\ \. \\\ \\\\ \ \ \ \\\�__ \\\ --- �ii' /i��i ii%/�� G� %_ _ %'/ /////��i/�/l /EX. TOP=2736.02 \\\ \\\ `� ��\ IIII IIII IIII III IIII 111//�/ // // / // IIII IIII //i/�/ij//i/ \\�� /(J�/j/ j/ //// V /
-�- _- _ \\ , \ \ \ -- \\ \ - - / / //� ,- _ _ / - RAISE TOP TO 2739.86 \ \ 111 I I I I I I / / // // / / / / / /// / / // ice>/ /� / // / /// /\; -�_ \� �\ \/ \ \ \ \ \ \ / / / / / / / \INV IN=2729.42 \\ \ \\� 11111 IIII II II II I ll /Ill II/ / / //////////j//IIII /////� !../ //. /, % /,/ /�/// / 1,
\ �_- s� - �� \\\ \\ \\\moo - __-��\ \\\ \\ `---' // /// �// �`\ / J/i %� i- / IIII // \ III 11 I 1 �/ // //
\\ I- �- ti \� ,/ \ \ \ \\ \\ \ _\ \ \ -\ \ \ 1250 - / i / IIII /i/ / (', , _- // - - // // /�'// EX. INV OUT=2728.82 \\ \ \ \ I I I II I I I I 11 1 /
\\\\\� \ \--__ \���\ \\ \-----� / - //i /// �/ / / ==-�j// / /� / \ \ \ \ \\ \ _ IIII II II I I III // // ////// //// //// /// ///
\ \ \\ _ NOTE: CORE DRILL EXISTING MANHOLE \ 2�20 �\ \ \ \ \\ - _ - / / // i //� / //� / = - / // / /// \ \\ \\\ \ \ IIII 11 I I I I I I I I f (( // / ///
- - - _ \ - - _\ \\ \ / /// / // - / / - - / / /// \ 16 �C \ \ \ \ \ \ \ III I I I / / / j// /// // // / /// // / ///
- _ _ _ � , ; \ __ _ - _ AND MAKE NEW SERVICE CONNECTION \ - _ \ - - \ \ \ \ _� � _ /// / /// �'/ I / � / - _ _ _ % // \ \ \ \ \ \\ \\ I ^ I I I I I I I I I 1 1 I I 1 / / // / / ///, /// /// /�
__ \,---___ __- \\ \��\ -- / /IIII �// // / IIII /, �i \ \ 1 \ I I I I I II I IIII / �( // //// //// / // /�
EX. CLEANOUT (TYP.), -PER STANDARD DETAILS. \ ` - - _ - _ _ _ \ \\ \ _ 214„_ //, ..� / // ,� - _- ; / - / / _ - / // / ��,�,� / \\ \ _1 \ \ \ \ 1 1 I I IIII I I IIII I 11 I I / / / /// / / //// /// ///
-Z- \ _ _ \` I ,,,\\,,,,,,,,, 7 o - -_ - _ _ _ - _ \\ �� PROPOSED 20' DRIVEWAY EASEMENT / / / / / / - 2�,'-;'/ / - - // / /� y /- �� / \ \ \ \ \ \III IIII I1 IIII III I I II IIII, I I IIII 1 III / /// // // /// /IIII // // l
\ _ - _\ 1 \ �__----�\�� / // /� �,,_,�Ij
1\ 161�\\ \ \ \\\ I I 111 �' 111 (f/(I Ill/ 11�1111 , IIII II I ///j / /// / //////ll/l//
\\ - \ \\1 \ �\\ \' _ - _ - (TO SERVE LOTS 14 & 15) /// /\ 1 \ \ \ 1 I I I I I I I I I I II /I II /// III I I I / (( //� , .�,./ / /// / ///
--- \_ _ - \ » _-_ \ ",,o _�/ / ,� IIII �1690;i�% _-__%// /\\\\ \ IIIIII I I I 1 I/1 11 // I II /1 I11 //// / / /// //- - _ - _ _ _ _ _ _�� I NEW 4 PVC SERVICE LATERAL \\\\ \ \ / / /// / / /i _ - _- //II III \ \ I / / / I KENT J. MAYBERRY\ \ \\ _ / / / /,/ \ -, \ 5�O I II I I I 1 I� �I Ill/ IIII I I I, I IIII I I / 1 IIII///
- - - - - - -' - - = - - \ \ \\ I \ 1 '� LOT 14 PER STANDARD DETAIL �� - \\\\ \\ \\ \\ \ � � // /IIII / / / �i/// �'/ ; - - - i / / j \ 1\ \ I I I �I / I 1 ) 01 / / //I I 1 1I I(/ I II D.B. 2247 PG. 343 I///// //// /
- - - -_- �,\ \\ ( ) \ \\ \\\\I- \ \ \ \ / ' // / / // / � � 6so� �f! \ 66\ I IIII 1 1 I� I Ill/ l/l/Ill /) / l /(( IIII / / I ,/ I/ P.B. 125 PG. 59 / / ,
- - - - - - \\
I I \\ \\ \\\\\ \ \\ \ ��\ \ / / / // / / I� �/ / //, /i/ / \ // I 1 J I Ill PIN 9750-31-8888 /( / // /
I I/ 1 11\ \\ \�1690 ,-_ \ / / / / �'� - � \�\1 \ 1 111► IIII l I I IIII //(1 1111////(I/( IIII IIII I111 Ill' (1 / # ( ((
Ex. MSD MANHOLE __ \ + \ \ \ - - i _ - - - ; \\ \ \\\ \\\ \\ \ \ /// / / / l / / / // _- _ - _ - // - \ I , I I I.. I I I I I II I I III I I I/////I I I IIII III 1 I I I III I I //( ZONING: BDM IIII III 1 1 "
\ \\I \ \ \�\ - \ _ - - _ - / \ \\ \ \\\ \ \ \ - _ __ / / / �i / / I-- / 2610 - / /� JJS CAPITAL, LLC. I I \ I I I I I 1 I I I
7 ///_ Poa�or / ,/ I D.B. 5761 PG. 1452 I /IIII IIII 1 N I I I I I I I l l I11 IIII I I I I 11 III I I III III 11
59-43s917 = �� \ \ - - _ ,' / -_ _ \ \\ \ \ \ \\\\ \ \ i i / % / // f l / / //� / -'&r9�°'s42s450�33=7 = -/i/ \ \ \' P.B. 196 PG. 75 III 1 /1�1 I /I //Io I I I I I I II I I III I III III TOP:2626.81 - "L ` �\ \ \ _ _ �_�___ = r = \� \ \ \ \\\ \\ \ \ - i _- / / // �% // �// / . _ / - -,-i \.'� ,� .., I I
11'I _ \\ \ \ \ \ \ , / / /// / / �- ,- s I I I 11111 �111 11 I Ill I I III I III IIII I I I I I I I I I
INV. OUT: - - _ I I \\\ 26eo` _ __ _ \\\ \ \ \ \\ \ /% / / = % o \ X PIN# 9750-32-9509 I I I \1 IIII \III I I 1 � I \ II III I III I I 1 Ill I
_ , , / / / /// /// / / / - / - ,< ZONING: BDM \ 1 1 III III ' \ I I IIII I I I I I
�, I I I ��_ - \ \ \\\\ ,, _ _- / �� �/ I \ I 1 I N I 1 \\\ III \11 \ , I I 1 11 I III III 11111 I1 _--\ - \�' \ ��-- _-'"r\\ \\\ \ \ \ \ °p �i i /,/ IIII// / // // / /-/i //
-- -, II/ IIII �� / _ �"��\\ \\\\ \\ \\\ \ \\\\--�"I �'/�i�/ / / / i'/ 66° - ;'/// t, I I I �/ I 1 Ill \\ \ 1 \ I I I I I I I I 111 I�
=_ = - \\� I I I I I �4. - / / T/ \\ \/ // / ti / // /_1-1 \\�,� 1 .1 I 1 I I 111 111,� , �\ \ \ 1 \1\ Ill IIII 111 I I IIII I IIII I
-- �\ �/ I III I I III I � \ --<�- \ \ \ \��\\ \\�____//- � '/o��/ ///// ///// / / // ` \ y� 11 I \ \ \ \ 11 \\\ 111 I II I I I I I
\ \ / I I I I I ` \\ ��� - -_ _ / - \\\ \ \ \\ \ \ / / �/ / /// / // / / /� // _ �_ / / 1 �6s \ n \\ \III I ►1 I I I \ 1 I / I I I III 1 I I 1 I I l JJS CAPITAL, LLC.\\ \\\\ 111 1 I \\ \11 I II I I 111 I I III III 1 I I I I 1 1
\\\ �11 111� IIII III \ \\\ `-�� __ /-_ \\ �\\\\\ \ \ \\ \ 1�00 ;/// /�;, / // IIII ,/� �_' �\ >\ \\ 1 11111 I I \ \ I II I II I I\\ D.B. 5191 PG. 1803 \\\ \\\\ \\I \III I�I\1\\\1\11\I \\\1 IIII IIII III 11111111II
`1 , _ _J ��.\ \ ..\ \ \ \ \-__, / /. IIII /// / / / _ 1 II I II I I Ito I \
- - \ \ /I I EX. 8 PVC SEWER LINE \\ \ \ 2660 y /- _ _ - - \\\\ \ \ \ _ i / 'T�°/ 6S° // / // / / / - // 650 / // _ __ I'- 1 I I \ / r I I P.B. 180 PG. 131 \\\ \\ \\ I \ \\ \\ \ \\\\ I I III I
- \ ,\ I F \ \ � - _ - _ - - \ \ \ \ \ \ - - - /- , / / / / / / -1-/ / / � \ �` \ I III I l l l 1 I I I I I /� III 11 I I I I I I 1 I PIN# 9750-32-6270 \ \\\\ \\ 1 1 III \\ 1\\ \\\ 11 I I I I I IIII III I I
II II \ \ _ --- ,/ // / \, _ � / I I I I \\\ 11 I 1 I
\ - /� _ \ \ / 10 // / /// // / ��\ 11 \ \\ \ \ 11 I I I I
- - 1 I I I \ \ \ \\ \\ ` - _ - - - - \\\\ \\ \ \\ \ 2690 , - ti6 / / / / / z6 _ I l l ll l I I I I I I I I I I I I I I I I I \ \ ZONING: BDM \ \ \\\\ \1 \ 1 III \\ \\\ \\1 I I I I I I I III I III I I
\ �a I / 11 I ill III \\ \ \ \\ _ 26s - / _ \ �\ \ \ \ -\ - / ,/ . i/ IIII' /'/i/ wo //� / \ / l l 11 1 / 11 1 1 I I ' IIII I \ 1 \ 1\ \\\ \\ 111 11\� I\1) \ I I IIII III III IIII I I I
1 y^ // , I I \ \ \\______ - \_\ \\ \ !\\\ \ �� \ J // //// / / 6/ \ / 1 III I I� 1\ \ 1 I \� \ \ \ 1 \ \\\ I111 11 11111 II I I II III I11
I 1�' I /1 I \ \ _ _, T // / / / // ti / / / / 1< I /, / . , / / /// I / 1 I I "I 1 1 IIII II1�1 \\ \ 11 \\\ \1\\ \\\ I II ll III III IIII IIII IIII 1
\ \ \ I I r , I I \ \ \\ \ - PROPOSED 20 \ \ \ �\ - /y / // / 660 / // / / / / , / / \ / / Ex. 8 PVC SEWER LINE 1 III 1 1 \ \ 1 1 I I 1 \ \ \ I / II I I I I, III
\ �Qm I I �I I \\ \ \---_2640 _--///\, \ `2680 ,�` , // 2 / / / / / // / '�- / / I I I I II II \\ \ \\\ \\ 11 IIII I 1 I IIII III III IIII I
Q �� I I &. ` \ \ - - \_ - - - -_ _ �J / UTILITY EASEMENT \ \,\ _\\ J / // / / / / - / / / / / / /r J \ -) I ' l l ' l l l ( I I \ \ \ I 1 \\ \ \\\\ \ I I I I
\\II - . \ \\ \ \ - / // / // / /// / /�- 1 // I // /// / III I III 1 \ 1\\ 1 I III 11 \\ \ ))I) \ /III III ll 111 11III I I III I ,\
STRUCTURE TABLE
STRUCTURE ID
NORTHING
EASTING
EX. MSD MH 59-436885
702411.75
954181.12
EX. MSD MH 59-436917
703323.54
954025.61
PROP. MH A-31
702395.95
954299.74
PROP. MH A-31 A
702385.30
954363.86
PROP. MH A-32
702388.88
954384.74
PROP. Mn A-33
702422.03
954392.32
PROP. MH A-34
702520.63
954320.47
PROP. MH A-35
702683.31
954261.62
PROP. MH A-36
702816.40
954246.00
PROP. MH A-37
702961.70
954287.08
PROP. MH A-38
703043.46
954378.97
PROP. MH B-39
702330.26
954506.35
PROP. MH - __
702152.__
9_ _____
fig I � I \ _ . _ ///- - - \\\\ \\\� \\ - -i IIII / / // / / / / / / // / /' - \ \ I \ I l / /l I I of I I 1 I / I I I \1
'II I I I IyQh �j I I I b�� `\\\\� J630_\ ,- /--- \\\\ \ \ \ \__ // / / o / / // 63°/ / /i- _ l / l l /l l /I f I I I� I I I I I I1 I III IIII )I1),/ I I IIII II II I III I I\ \IIII(( \
\ \\\\ \' / i /i /i 265i / / / / / / // 2/ i / �6?0 \ `� 1 / I l / / / / I I I I I I I I I I (/ 1 11 I I
I I I INS I It'll \��\\\ _ 5;= \ \\\\ \\ \ \ `\� _ / /r /i// / // // // /.r / l 1 , l 11 l 11 l// l / �� I 111"I I I IIII IIII I IIII IIII I /////// / ,IIII II 11 I III I IIII \\\\\\\\\\\ \
I "� \ - - -.\ \ \\ \\\\ \ `..\\ f \� -� / " / / / / / _- / / / �/\\ 1 I I / / // / / / / I I I 1 III I I III / // ll I I I I IIII \I\ \\\ \\ \\ -
I IIa��1 " \ \\ \ \ - - � _ \ \\\\\ \ // /- /// �/ '� � \'\ ,I Il l l 11 /r// / / / I I II I II I 1 I I I I II III► ((/I/ I I II I;ll ll,l \\\I \ \ \
\ �'�` ;� __ - - _262°�= = ; %' - \\ \ \ \\ \ \ \ \\ `�, �` - y // % / / / // // /fy/ I I I I l / l l l / ( I / // // I I I III III I I I I I I I I III I IIII III II I I \\\��
\\ \\\\ \\\ \ \\\I I I \\ \\ \ \ \\ \\\ \\ \\\ \\\\ __ III/ %i'26�'% j �--,,�,_,
'///'/ /' / �'1' l l l // 1 / / \ I� II I I I I I„I III. III I 111 II1,��.\..\, \..� \\`
\\ - � _ - /^ - -� ' � / // -\ I I f / / / / / / / / / / 11 I I I I I EX. 6I DIP WATER LII \
1 I \ \ \ \ _ - - \ \ \ \ \ \ \\\ \\\\ \ \ \ / I / // j / / i \/ \ i h
\ - - \ \ \\ _I / / / //
\ \ \\\ \\\ \ _ , /' /;/ / \ \ / / / / // / / // / 0 11 PRELIMINARY\ \\ I \ y 2 s6,a _ _ _ � - \ \ \ \\\ \ \ \\\ \\ _ / / / /i' // -y / 11 l l 11 l l / 111 / / I I I I
,,
��\ \y \ �` �\ - \ \ \\ \ \\\\\ \ -� 11 / /// /,--/ // // IIII II l 11l /l l 11/ / // / \ N IIII I I III I Illl 111
\ \ \ �� - - \\ -_ ���600 ��;-� \ \ \\ \\ \\'\ \ `�-__=/I / /// 1-1 1-1 / - - ��/ /,� v 2510 1 I l I / 11 / / I I I /
\\-; _ _____ - �� _ \\\ \\ \\ �j\\ \\\\ \\\ \\\\ \ , -___/ , /// // /__/ //� ;� �/� \�� ► 111 IIII 1 //l ,/l, l,I 1 /I,l lj /� �, �.11 IIII 11 I IIII IIII ,III NOT FOR CONSTRUCTION
y-- _. - -�?s- --� =% \ \ \ \ \ \ \ \ \\\ / /// /��/ - '/_i \ \ter'I III 1111 11 I 11 I 1 / l /j/ I II 1,J1 IIII 111 1111 IIII I
- - - - 0-1 \ \\\ \\ \ , / / / /111 I, 1 \\ . \\ ,
/ �l - `��_�____- \ \ \ \\\ I\\ \ \\ \ " T _ /I //// /jam /'/ //' /i`% \ / I I I 1 II Il /// o\ \\\. \.\
I _ -- JJS CAPITAL, LLC. .- \� zseo - ---- �� \ \\ \ \ I 11 \ 1\ I I I '\ \ - // / /i / 7- /� . v\ I I I I I I I // I I I I I I I I 1 I I I I I / IIII 1 I I I I i I I I I \ \� \ �se.
--- _ \, \ \ I I I 1 1 I \___�/ /� �// /// / ;// - // / /, \/ \ 111I 11 II I 1 I I IIII I ( '' -S -� IIII III IIII Ijlj I ► I NOTES: I ., II \\\\ \\ \�.. \ \ \ \ \\ \ \�� MSD PROJECT NO.
\ / _ D.B. 5191 PG. 1803 - _ --Z- _ \ _ _ \ \ I I I \ /, � / / / / _ . I I I I I I I I I I I / I I I 1 - I I I I I
\ \ P.B. 152 PG. 20 = _- ,sss0 __ - _ NEW VISION TRUST I I I I 1 I I I - -,-�, // /// // // � / I I / I I I I / I II I I I I I I \
�_- - \\ _ D.B. 5827 PG. 551 l l I I I I ((I \ \ / / / ��' �'/ // (\ \ \ III I I I I I 1 I I / / 111 III' II I I I I I I I 11 I I 1. ALL PROPOSED SEWER WORK TO BE PERFORMED BY \ \
_ PIN 9750-33-8491 _ - - \��= I I I \ _ . /// // % // \ 1 I I I IIII 11 111 1 I III I c I 1 I I I \ \ \
`\ 4�> - ZONING: BDM - _ _2s6o\ _ - - _ - P.B. 152 PG. 20 IIII IIII I 1 1 \ \ 1 `_ - �/ �,�� / /'% / / %/� /i /�( \ i\ I 1 I I I 1 Jill I l\ I 111 I \ 1 III IIII III IIII IIII \ \ \ \ \\\, N.C. LICENSED UTILITY CONTRACTOR. \
- - PIN# 9750-33-7003 / / III I I / / /, / , /// j / ,, /i/ �/ ,/ \\�\ I 1 I I I I I I I I Ill 1 I \ \ \ I III I I I 1 \ 2. ALL SEWER UTILITIES SHALL BE PER SPECIFICATIONS
--- ��,�_
/II I \ II 1 1 I I I -� 1 I I I I I I \'
_ - - - - _\� - ZONING: BDM 1 I 1 I I ` // / / ' / // /i / ' _ '/ /J/ /\ I 1 I 1 I I I I \ \ I III 1 \\\\ AND OTHER DESIGN GUIDELINES OF MSD.
I� --- -\`--- ?so1 / Ill Il I \ \--'/ // _/////// // // �// �/� \ \ x, \ 1 I I IIII I I I I I I / II II I 1\1 \\\\ \\\ . \ \,
%\\\� _--- - _\\\ �I!I!�I, �1 �,I� �II 11 (.�. //�/ _////�/.//�'/ /';�' ,/�'��//l,`' \: �,< \\,I\, 111,1. IIII IIII III 11�1 111� VIII \I\1, \\,�C ?\ I,LL� ILI,I IIII,\�1. \\\\\\\\.\\..\\\\`.\\\`�\ \\,\\\`.\ ��\\
z
O
0-
W
�
Z
T)
Oo
W
!Y
w
Q
0
0
z
w
>
v!
10_,**1
L.L
�__
Zw
U)
Q
W
U)
w
�__
Z
O
w
2�0J
of
Q
L.L_
w
�
U
0-
>
Z
O0�
o
;��:
w
Z
>
w
Z
Z
2
u)
0
°�
O
N
oi
m
Ww
2
o
Z
(/)
�--
a
z
Z)
m
_
3:
O
Msu��3�Melton
Firm License # F- 1088
1 3 18-F Patton Ave.
A51heville, NC 288OG
828-253-279G
❑ Boone, NC
828-355-9933
❑ Charlotte, NC
704-357-0488
Knoxville, TN
8G5-54G-5800
❑ MIGIGIle5boro, KY
GOG-245-000O
❑ N. Charleston, 5C
843-5 GO-0085
Spartanburg, 5C
8G4-574-4775
www.vaucjhnmelton.com
Copyright 0 2007
All Rights Reserved
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 14 1 O 25
SCALE: 1 :50
DATE: OCT. 2020
FILE NAME: Phase III Water5ewer.dwcg
DRAWING TITLE:
SEWER LINE
PLAN
DRAWING NO:
C-12

m
N
IT
0
N
0
N
N
0
LEGEND \\\\\ \\\� \ \\ \ I I I I V\,�11III/'GRID NORTH
\\\\ \ \\\\\ I1\\1JOYCE E SHELLENBERGER / X NAD 83/NSRS 2007 PENSCO TRUST COMPANY
��\\\\ \\\\\ 1111 \ \ PIN# 9750-LENBER4 �/ CUSTODIAN FBO CHERYL C. NOSKA
D.B. 4709 PG. 56 P.B. 36
\\\\\\� \\\ \ \ D.B. 4212 PG. 303 PG. 30 PIN# 9750-42-8178
W WATER LINE \ \ \ P.B. 37 PG. 36 / z I
\%/ �\ \\ \\ \ \ \\ \ ZONING: BDM % /
� \\ I \ \ \ \ \ \ \` \ \ \ / (BYRON T. BRIDGES RY K. BRIDGES ZONING: BDM
H WATER VALVE - \, / \\ \ \\ \ \ \\ \ \ \ \ \ \ I
\\ \ —�\\\ \ \\ \ \ \ \ \ \\ \ \ \ I I I GRAPHIC S C ALE D.B.
P.B. 37 PG. 36 PG. 30 6
♦� FIRE HYDRANT ASSEMBLY \\\\\�J \\\\\ \\\ \ \ \ \ \\\\ \ \ \ \ \ 50 0 25 50 ,00 zoo PIN# 9750-42-8383
\\\ \ \\ \ \ \ \ \\ \ \ \ \ \%—M" ZONING: BDM
\ \ \ \\\\\ \\\ \ \ \ \ \ \\ \ \ \ \ \ \ �%P� � !!"
® AIR RELEASE VALVE \to \ \ \\\\ /\\\ � \ \ \ \\\ \ \ \ \\ I - / ( IN FEET )
�\ \\\ \\\\ \/ �\ \ \ \ \ \\ \ \ \ \\ I _ / / 1" = 50' BYRON T. BRIDGES
WHO WATER METER \GES
\� \ ! \ \\\\ I\X / \\\:\ \\ \ \ \ \ \\ \ \\ \ RUSSELL M. MEDFORD / / D.B.MR2163 PGK. . 551
'� ' \ \\\\ \ \ \ \ \ \ \ \ / / P.B. 37 PG. 36
\ \ \ \ I\ / \ \ \ \ \ \ \ MARGARET K. OFFERMAN
\ \ \ \\\ \ ✓� J� \ \ \ \ \ \ \\ \ D.B. 4977 PG. 1745 / / PIN# 9750-42-8553
$ SEWER LINE \ \ \ \\\\ \\ I \ /\ \ \ \\\ \ \ \\ \ P.B. 37 PG. 36 / / ZONING: BDM — —
\\\ \ \ \ \\\\ \\\ \/ \ \ \\\ \ \ � PIN# 9750-42-8911 / / _—',- \ _
OS SEWER MANHOLE \ \\\\ \\/r \� \ \� \1� Z\ \\\\\ \ ZONING: BDM _ - - __ J _ _ _ - _ _
\ \\\ \ \ \ \ \ / /
_ / —fir— — —
Q [o SEWER CLEANOUT \ \\\\\\\\ \ \\I1 \ \\\\\\ \ \\ \S/ \�\ - _ l I //I /�// / Z J - / /+ \
o \ \ \11
\ \ i// / /// / / / I
1 1 \ \\\ \\ \ \\�\�\\ \\ \\ �\ / I�///i%//// / /lam /---7-- _ 3
/ / \ --///i /z /// // // / /'/ - '�=�_
\\ \ \ \\\\ u \\ \\\\\ \ 1-1 � \_ � ---\ / // WILLIAM J. FABEC, TRUSTEE /i i/ / /// / o /i — _—i;— — —
.\, \ �. ��� \\ �\\ �' \ \� \ I II , 1° ), \\\ \\\ \ V, \ t\\�\\ -1 \\ \ / PIN# 9750-42-6699 _— j j �i/ ���/ /' // ___/--/i �p
\\\\\\\\ \\\\ \\\\ \\\\ \\\\\\\\ 1\II I"I I111 �' I IIIII\\\�\\\\\\\ \\\ , \ \\ \-_- -/ / D.B. 4367 PG. 1678 -/ _ /i' / k
y 1 \ - - / / /, /// _ / � - o
\ \ \ \ \ \ \ \ \ 1 I 1 I v I � I\ � � \ I I \ \ \ \ \\ \ \ � \� \ � \ \ \ — P.B. 37 PG. 36 _ _ _-/ /-/ / - I / / � \\\ �\\\\\ \ \\\\ \\\\ \\\ I III III IIII . \\\\ \ \ \ I\\\\�\ �\__-- - ZONING: BDM 1�\ /I/ oP�/' /�//jii 1 - J/ /-
111 \ \\\ \\\ \\ \\\ IIII I 1 I IIII 0 111\ \ \ \\\\ \\\\\\ \\�\� \ �\\ \, - - �/ . / //// --___�
1 I 1 \ 1 \ \ \ \ \ I 1 I \I 11 \\\ \ \ \\\ \ \\ \ � { \\ \ \ I I v / so- / - '�' / i/ '/ / / -
1 I\ \\ \ \\ \\\\ \\ _ 11 \\/.� / //
�\\ \III \I\\\ \\\ \ \\\\ \III \\I II \ 11 111 11 \\\\\, \\, \ \ \ \/ ,' n1 PER P.B.36,PG30) I I 1 / / /���// %// /' " - \-
\\ 1 \\ \ I / / /- // // // - -- - a
\ \ \\ \ \ \ \ \ \ \\\ \ \ \ \ \ ,\, \ \\ \ \ I \ \ \ 1 \ \ \ \ \ \� \ \�\ \ I \ \ \ _ / // / / ,PGR ON OF kN_# -9.75 - -4%5 ?8 0
\ \ \ \\\ \\\ \ \\\ \\ \ I \ \\ \\\\ \\ \ \ \\\ \\ \\\\ I( / /I ///i / -
\ \\. \.\ \\ \ \ \\ I \ , , \ 1 \ \ — \ \\ \ \ \ \ \\ \ \\\ \ \ _ WILLIAM D. McDOWELL, JR. I 1 / I / , / /' / i %i / /- / / / � /// / / l = - —
, I NAILLING LLC. FAMILY TRUST U/W WILLIAM \ \ \ L �\\\\\\\\ \,, \ \\ \\\ \\ \ I I \ , � \ \ D.B. 1313 PG. 272 II 111 / %� / ti0 I ( o/ / / / / // / -- /
I RAY GRIFFIN JR. \ \ \\ \\ \ \ \\\\ ., - \ \ \\ \ \ \- \�\/ \ \ \ PIN# 9750-42-6819 1 / /1 / I I2I / / / / / /j/ / / / / - PROPOSED WATER METER
D.B. 3484 PG. 800 \ \\ \ \ \ \\\ \ \ \ \ ( \ \\ \ P.B. 37 PG. 36 40.0' R/W (PER P.B. 36, Pc bl I / " / / // / / ,/ / / — / /
I \\ \ \ \ \ \ \\ \ \ \ \ \\ \\ \� \\ \ \ I 1 ///1 1 / l d h / / / / / / (LOT 10) REFER TO STANDARD _
PIN# 9750-53-2702 \ \\ \ \ \\ \\ \\ \ \ \ 1 \ \ \\\ \ ZONING: BDM I I I / I / I I I r , / / / / // / j j — r — DETAIL. TYP. O 6 PLACES.
ZONING: BDM \ \\\ \\ \\ \\ �\ \\\\ \\ \\\ \\ \ \ \ \����` / �\ \\ \��� \ -- _ I I I l / I I l l �° / l / / / - - - - - \ ,
IIII I I I \ I IIII \\ I \ \\ \ \ / \\ \\\\ \- \ \ \ \\ I III / // 1 1 I /I ° / / / - -
I I 111 I I \ \ \ \ \ \ \\\\ \ \\ III I I I I ti / / / / / / - _ _
1 \ \ y\\ \ \\\ _ _ --- \ \ \\\\ - - I / I / l y / 1 1 1 111 (I I / l l / l ' ,/ / - \
I / l I I I I I I I Ili Jill I I \ \ \\\ \\ ♦\ /NI \- \-1 \— \\\� \\\\-- _ , ,I I I I I / / ,° / / / / -
II I I IIII I IIIII II\\ \\\ \ \�\\ ���\,��_ \\�\ \\\\_\_- Il// l / I I 1 / / / --
I III I III III\\ \\\\ \ \ > ,- \\\\�\ I \, , // j` /l/111 I II II //tip/// // / / - \
// // / / / I I I I / / / / \ <2810
\\ �\\ \ \\ \ \ — // o/ _
/ I I I I I \ \ \ \ \ \ v\ \\ > __ _ \z \\\ \\ I r r ��� \ / // // //// ,/- (/ I I / , J I I / / / / / eti / /
// /// I III III 1\ \\\ \\\\ \� \ l \\\\ - _ 1 \ \�� � /// // //// / l 1 J/l J /// III /// // / ti/// / // ,,__,\
// / / / 1 I I I \\ \ \ \\-\\ _ \\ \� \ \ \_,-- - / I/ / l I I l / / / / / - boo,
III II I11 I11 \\ \ \\\\\ \\ �'\\ -\\ \\ \\\\\� I \ \ ,,� -- �� �/ / / l / // I I I / / �o
\ \ \ \ �� T \ �\ \ �� \\\\ \� - / -- /i / / / / / / / I 1 I / / / / do / /
/ 11 Ill l IIII IIII 1 \\ \\ \ \_ - \ \\ \\ �� r\� / __ � / /�///// E / / // / I l / / / _---
I1\ \\ \ 1 _ / /-__-_-_ / oN / / / / I ., / /
/ / 1 II I I I I I I I Ilk I \ \ \\\\ \\`-\\\��\ \ � \\\\\�\\ . \ \ \ / \�_ - _- =/ - /i/ l / 1 II I / / / / / / //
\`\ / / ! /, 1IIl I / / / / / / /� p
\\
\
\
\ \
1-1
\\
\\
\
\
\
\
\
\\ \
\
\\
\ \\
\
\ \
\
\
\
\
� \
STA. 18+45 END OF NEW WATER LINE \ \ \ \
INSTALL FIRE HYDRANT ASSEMBLY PER STANDARD DETAIL \ \ \
DIANNE BROWN & \
RICHARD P. THOMPSON \
D.B. 4790 PG. 1371
P.B. 36 PG. 30
PIN# 9750-42-8031 /
ZONING: BDM
STA. 18+ 12
INSTALL 2" AIR RELEASE VALVE ASSEMBLY
\ PER STANDARD DETAIL.
\\\ '10 � MOUNTAIN VISTA ALCHEMY, LLC.
D.B. 5387 PG. 1996
/ P.B. 36 PG. 30
PIN# 9750-41-7626
ZONING: BDM
11
\ \
\ /\ \
\ /- \
\ \ \ \\
\ \ \\\ \ \\
\ \50\0' F;VW (PER P.B. 36, PG 30)
\\ \\\-\
�\
\\\ \\\\
/I
JJS CAPITAL, LLC.
D.B. 5191 PG. 1803
P.B. 36 PG. 30
PIN# 9750-41-5896
ZONING: BDM
GREENSPACE
0.94t AC.
PER PB 36, PG 30
I \ \ate \\\ \ . -
\ 1�\\\ `
\ � \ ?8so \ \ 'y \ \`\\\ \ \ \\ \ ,\-
\ \ \-_ . - \ // - - _ ��� / / // / / / / // kp ��T \\ \ - L I \ \ \ I
III III I ' /I I I I I I I \\\ \\\ \\ \ \\\ \\\\\ \\\���\ \f \ c-- --- fir _ /// E // /�////j///// �J l�,, l/l/l /Ili/ -II / //// ///// /2�90 ��` �_-\ \ I�\� \ \\ \"� \ I \ \ �'
III II I I\ I I , 1 \\\ \\\\ \ - \"I,\ � \- \�\\\\ \\ -\. \ \ --- ---- __ __-__ - % �/ / / // l l / l IIII I/ / /// / �-� \�-�\ _ i \\ \ \\\ 1 °
I I I \ \ I '� -- �`\ / ___-- / / / / / / / _ I -\ _ \ o \ do
\ \ \\ \ \ \\\ \�\ \ \\ \\ - `�\ - / -- I � - - / / / / // PROPOSED WATER METERS / / - \7 I \\ \\ 1 \\ \ m
III \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ °° \\\ -I- - - � - I - -� / �/ / /// / LOTS 11 12 & 13 / / _ _ , 7 I I 1 I I \ \\)) J \
\ \ \ \ \ \ \ \ \\ \\\ \_--_--\ \_ \ \\\\\ \\ \ \\\\\\ -\/ - ) - - - ,( ! ) //// _ PROPOSED WATER METER I o
I I \ \ \ \ \ \ \,� \ \\ \\\ \ \ -_ _ _ _ ' \ \ - - - �\ ; \� \ �\ \\ \ \\\ \ z \ ` _ I'll\ _ _ 0 �- _( - —/�/ -1ae �/ / REFER TO NOTE 5 THIS SHEET _ _ _ - (LOT 9) '1 ► I / / I 1 I
\ \ \\ \\\ \ \\\ \\\\\\�\- --- __- \\ �� \ \\\ \ \\ \ \\\� __ _--_ 3H._ _ — -- - ///// //// /, ,/ // i / i /// / j//� / I28 __ \\ \ I►1 / I I / 1 I / I I \ 1 \\ 1 I 1
\ \ \ \ \ \ _ \ \ \ \ \\ \ - - - _ - - / �o / // // / / t _ _ _ PROPOOED \ I I 1
\ \\ \ - \ \ \\ \ _ _ _ — — — — _ \\ 1 — \ ♦ \ I \\ \. \ 4\ \\BBO \ \\ \ \ _ - — — — —' '� _ —%_ ?- / // / / // /j i /// ///// /i / /// // . o — — — — _ 6" DIP CLASS 350 �� _\\\ i� I 1 1 PROPOSED 30 DRIVEWAY %N! I /
\ \ \\ — — / / — — / — — — / / - // / / / x — — N ( I & OTTI9ITY EASEMENT 1 1 /
// / / / / ti, WATER LINE RESTRAINED. I \ / l / / / /
\ \ \ L \\ \\— �/ -- — _ \ \ \ \ \ \ _— / / _ —_ —// 2 0— / / / / / / \ _ I
\\ \ \ \ \ \___—_ //—_ --_ — \ \ \ \ \ \ — -- — /�—/ / / / // / \ �\/ 1 / l / , //
\ \ \ — / — _ \ \\\ \ \ �� \ \ _ / STA 13+45 FIRE HYDRANT . \ 1 / / / / /
\ \ \\\ \ \\ \ \� -- - \\\__ _ \\ \ \\\ .\\ \ \ \ I\\\\'° � \\ \-__- /__ ;__ - — /ice' / //// // / 1\ - . ' /�� I( ) / 1 I / // /
�11 --- / -- z //� / / / // /\ \ \\ \\ \ \\ \ \ \ - \ _ _ _ _ i \ \ _ _ `\ \ \ \ \ \ \ j� \_ \ ASSEMBLY PER STANDARD DETAIL /\ /1 / / \/ / / / /
x \ \ \ _-\\ _\\ \ \ \ \ / / / - / J -/-%s --//i // / o �� / X o l J / / / / // / /// / /
\ \\\\ ` \ _ / I / — /ti / / / ti ° / ' MAINTAIN 10' HORIZONTAL / / / �'� / / / / / /
\ \ \ - \\ _ — _ \ \ \\\� \ \ \ _ / _ N / // / // / / /,/ / / //
\ -- — --\\ \ \ \\ \\ I/\\\\\ �\ \\\\ \ -----/ /// // /-- /� ��'� �� � o—/ j�/� �1 // i� //' r I . / 1 1 // / /// / *Trb elF F6 / /s7 142- / / / / ///i i'�/////I / /// /
" \ \ \\\ — \\ \\ _ _ _ — — — — \\ \ \ \ \ \ \ \ — — — — — — — PO 10N�OF PIN # 97�c 4�=�z5� — — — / — / z � / /i — . / SEPARATION BETWEEN / / / i' i�`%# /-/ / //// / / / / // / /
—\ _-- \\\\ \\\ \ \ \\ \ \ � \\\ \ \\ \�__ _---// //// _ // / �/ g�o� // / — / / o I / WATER AND SEWER LINES / / / I / I / /11/1
/ / / / /
/// / / / --- / / / /-- / o �✓
\ \ \ \ -- /// // / ----- //// / // / / / / / '��/I 1 1/ // // // '/ /
_ _ / / ,i /� I / STA. 12+35 , /i / / / // / / / // //
_ \ — \\ \� — P9RiiAN�F-2lM-��Z.50-�42-47s2 � _ � \\ \\ \ \ \ \ � \ \ \ \ � — — _ — _ — / / / / � — — — / / / / / p0 / / � // .. O !! / r / / / .. / / / /l i /l � /, � / / / / / / // / / / // /
- - - \\ - - - -_ / _ -_- \\ \ \ ?B \ \ \ \ \ � �\ _ _ - _ _ - _ / / / / / / - / - _ ; _ - //_ // / //, �/ S , �� / \'' !N / INSTALL 2 COMBINATION AIR VALVE AND HEATED I , > �/ � �/ i/ / / ////� 1 / // / / // / /
- - - \ \\ \\ \ \\ \ \ \ \ \ I \ \ \ -- - _ _ _ - _ - / / / // / / __-- / - �; 5- / - / / ENCLOSURE (REFER TO SHEET C-20 FOR DETAILS) / / // // /// / / / / //� / / / / / // /
—\ — — / \\ \ \ \ \ \ \\ \\ // / / / / // / .5 /
---\ \//� \ \\\ \ \ \ \ \ :e \ \ `� I \\ \ / / / // // / i i i / i / / / / — / 1
/ // \ I /� // lI I .I I (111 / // / / // /
\ -- _ \ \ \\\ \\� \ \\\ s _ — / /� / / — �/ //ter /�ei /�/ /�1'— / // // / /// / / / / / //// //// /
— — — % _ �\\ \\ \\\\ \\ \\ \\\ \ ?� \ \ \\\ \\\ �\ �\\_� _ — — — -- = //� // // ,—// / — �7 /_ , i /�i �� \�I'� N I I INSTALL 6" DIP CLASS 350 AERIAL WATER LINE' // / / // / / // / / / / / /
- \ - - - _ _ \\ \ \ \ \ Bo \ - _ - - PROPOSED WATER METER / I I I ( / ( / / r 1` / / / /
- - - /�______ �\ �\\\� �\\\ \n\ \ \\\\ \ \ \ \\�\\� 1\ ��- --_�' ��� / / ', / --�( ) 1 I I 11 / Il ( ) // I 111 l / / / / I I / lj // l/ / ///
\\___ ---; -- / --- ��\ \\\- -'\ \\\ \\\ \ \\\\ \\\\\ \\\\ \_\\ - // /G_� y /�v %�� J, �� I I II SEE SHEET C-20 FOR DETAILS. I / II/ ll/ /// / / I / // /,// l,ll l l /
\� -- /— — \ \\ \ \ \ 1j \\ \ \ \\ \\\—�Q\ — / �'i-� G �i///, ��i/j�_�// 2/ i� G I I II \ / JI(.—/// I /
____-___ - _-_ \\ \\\\ \ \\\\ \\ \ -\\ \ \ \\ \ -T / - / / - / _ o I \ I I I I/ // / / / // (I l/ l II l / / / l/l l// / / /
o \ \ \ \\ a \ 10' 0►� OAp % — / // i — /� — — / / I KATHERINE IRENE OGBURN / /
— -- — _ �� —' — — — _ _ \ \\ \ \\\\ \ \ \\ \\\ \ \\\ \\ \ \\\ \ \ _ _ L —�- / / �'� / — / 2 0 / \ I III / / RONALD GENE WALTHER / / / �,/ / / / / / 1 / / / / / I /— / / /
\`--- ---- \\ \\\ \ \ \ \\ \ \\\\ \- \ \ \- _ -_- / / ii/ /i/ ,j, ��\.�,/ o \ // / ( \ 1 / o / I l l 11I I I / /3 4 / ES',
\ //------\\\\ \\ \ \�\ \ \ \ \ \ \— \\ _� /' �� /�/ / L "r/�=/ / /i // / — \ // i I D.B. 5680 PG. 970 / / / / I / / l / / l // i
__-- \\\-- / / — \\\\ \\ \ \\ �'\ \\\\ \�� \ \\ \\\\ \ �— —\ —�-�� l //i / — / / / / . \ O \ 11 l / a l / 11 l l / /
\\ \ - - \ \ _ _ - - - / /// /� - /i/� / MAINTAIN 10 HORIZONTAL \ / \ 1 \ I P.B. 190 PG. 94 I // 1 I I / / / I I I / / /
-- -\ - - - - / / _ - - - \\ \\ \ \ \\ \ \\\ \ \ \ \\\ \ \ \ \\ _ - - _ _ - // -' / %_ - __- /�/ /i =_- - ///� SEPARATION BETWEEN I / + \ \ / / / / / / // I I Y// l / / / / I 1 I 1 / / I 1 / / //-� rn1/ F/PI�# 9750-42-475 / \ /
_ — _ _ \\ — / / — — _ _ \ — _ _—__ = // _ / — / — / / /i// _ / — I I \ / \ PIN# 9750-42-2225 0 1 I / I I I I 7 s 4,-aso4
--,\\__-- _ /-_— \\� \ \ \� \ \\\ \\ \ \\_ _ _ _ I / // I II I I I/ / / - / 1 / l I71
/ \ / / / I / J ZONING: BDM / % / I I I I I I
\ \ \ - _ - _ - - �' WATER AND SEWER LINES \ W \\ 1 \ \ / I \ 1 I I I , , � , // / I / I I l
- -- - //_-__ \ \\\\ \\\ \ \\\\1>>\\\ \\ - /-/ /// � //%/// /��//� --, � , / ,- / ( \\\ \ \ I / / l " I � l / // 11 / // l 11 II 1 1 I III 1 / l l� l -L / 11 l / l / / /, l 1, I
— — — — � — — — \ — —/ — \ \ \ \ \ \ \ \�\ \\\ \ \� \\ \ PROPOSED 30 DRIVEWAY : — _ _ _ - — — / / ///— / / /// /// — / /� / / / \ \ \\ \( PROPOSED I l \ / 11 / 1 I l / 1 1 1 / l J / V
--- �\ - - \ \ _ / - \ \ \ \ \ \ \ \\ \ - - , / //// ///�/ /^ -- / / / / \ \ \ \ \\ \ !! / l l / // 11 // / // J l / J I J l /l/ l I I l l / \ I
\ / 11 \\ \ 1\ \\ \ l / l l / I //, / l I /l /
— — _ — \ \ /� / — ' — \ \ \ \\ \ \ \ \\\ \ \ \\ \ & UTILITY EASEMENT — — /// - i - I /, /l / / / 1 ( l l A / I 1
\ \ \� \ \ \ \ \ --- _—'/ /-- // /// // / // — \\ 6 DIP CLASS 350 / / / / / I l l l , I
- - _-_-_-_ _ _ _ -_\ \ \ \ \>�\ \ - _ __ _ - - - / -_/ / / / // - //i / , / _ \�> \ \ \ 11 WATER UNE, RESTRAINED. / a 1 / / / / / //// I l l / / \ l /�
__ —___- __ \\ \ \\ \\ '�\\ \\ \ \\\ \\\ /'/ - _ - /// /// =/// // �/ //// / _ _ moo\ \\ , \\\\ \ \\ \ - 1 I l
_ _ ---- - \ \ \ \ \\ \\ \ \ \\\ \_-\_ - - - /, // - _- - /// </ \ \\\ \\ \ \ 1 \ IIII I'' /\ / 11 / / / /// /// /// / // J l l l/ / / / Il I I
\ - - -/ _ // // -/ / /-----/ / \ \ \\ \\\\ \\ \I \ I II I l I I I 11 /// // /// // / / / / -/ I /// //// l
- \\ \ \ \ \ \ \\ \ \ \ — � � : -%/ /// _ , - / f/ \ \\ \\\\ \\ \ 1 1 I / I I I I / \ / l 11 1 // / /j // / / /// l / // / / / \ � l/l/ / l / I l
__-- \ -- \ \ 1 _ \___- - - - / // / -- \ \\ \\ \\ \\ \ I 1 / ° 1 1 II I I Ill I / / /j /// /// //// / I'� / /i // / /// / l J
_ \ \ \ \\ \ems \ \\ \ - /// - - /� \\ \ \ I I / / 1 / / / // / /
/ / - - / /' _ _/// /i = ,o\ \ \\ \\ I \\ 1 I Q I 1 / / l I l // // / / /// ///j ///i / / / 1 / / l l / I / I
\\\= \ \\\ \ \, \\\\ \\ \_ � _ `---- // - / --- / / - \ \ \ \\\ \\\\ \\ 111 1 I I I I / l / IJ / / / // / /// f- / / / //
\ \-_\�/-----__\\ \ \\ \\ \\\ PROPOSED 20 \_ - �//'/ /%' "- - - /// r - ''/ % / \\ \ \\ \\� \\ \�\ 1\\ \\ I 1 1111 l / / / / //�/ / //� // J /l (/ �// l/
�\ \ — _ \ = — �\ \\ \ \ \ \UTILITY EASEMENT — — - — _ / / � /-, / �— — / — _ / / // 'I, \ \ \\ 1 \\\ \ I I IIII I I l / / // I/1 / // / / %/ /// //j / //// /// / � 1 / / / // / /
\ --/- \\\ \ _ // //// - -/� \J- .-- l-://i-� -� \ \\ \\\\\ \\\\ \\11 II IIII II// /l// %ll l/ /,l/ /////////i///i////i/ /i/i /// // -/ / / j//
....... \\ _ - - \ \ \ \ \\ I I I III 1 ////,/ // // // ///j //� //�i //� //// // /i \ / / / ///////// /
\ \ \ \ \ \ \ _ - - - / ////� - / / \ \ \\ \ \ \ \ IIII I I , IIII I / / / // //�/ / / / / (r l /
- -��_> �'�. ___\\`\ \\\ \ \ \ \\ `\_-__ \` \ �- // ,-G /' // /� -,� \ \\ \\\ \_ I IIII II /////// / / / // // /�/ \/�-( //// �///-� I
-- >, -�_ �\ \\ \\ \ \ \ \\\ \\ — — _ \ \\ / // /i — / /// / \ \ \\ \ \ \\ \\ /// //////// //// /j //i/ // // / / ///////// /
— \\ \\ `_-- =ti.\1 \ \\\ \\ \\\\o —\ —_�\ \ \---' // ///i /j / �\ / /// �/ �__ =—=//i / / /// �\ \?69° \ \\\ \ 1 I PROPOSED // / / / /ii / / / / /// / / 1
\ \\\\ \ _ _ — 1 \ \ \ _ — \\ _ \\ \ \ \\ \ — — — — — / / / /// / / — / / / / — / -�- / / \ \ \ \ \ I I BEGINNING OF NEW 6 WATER LINE / / / / // / / / / / /
_ - \\\\— —\\\ - 1 \11' 11\ \ \\ ` \\\� \\_`__ �/ / /// / //i /�� y / / / / --�/// / /y / \ \ \ \ \\ \ \\ \ _ /I //////////// / ///./// i / / /'/�_ = - -i!/ / / / /, l
-- \\`_ =__=�i'��� \ \\ ICI IIII 1111 \� z�zo \\_ _ -- � --/ /ii'/ //i // ����'� _-- - -// / //�//�// \ 6��" \\ \ \\\ \\\\ \\\\ IIII /I.. �� ///////// /// /// //�.,, l
\ \ _ _ _ _ \\ � \ \ �-- — — / /// i/ — / / / — _ — _ — // / \ e / \ I I (SEE INSET A FOR ENLARGED DETAIL / / / /
\ \ 1 _ \ - , / //i / /ii /_ - / / - ' / / / '//i \ \ \ \ \ 1\ 1 \ \ �l 1 I I I I I I I I I I I I I I „IIIII / //
/ -- \\�- ( -- \\� \\ I Irlll l�\ \\\ -- --- -\\\ _ 77�n „�/ // %-i/ - ///// ��� \ \ \ \ \ 1 \ I IIII II 1/ /� /// //////// /
— — — — \ \ _ — _ _\ \ 1111\ \ \\ a o — — — -:z-- — — = \\ \ PROPOSED 20' DRIVEWAY EASEMENT / / / / / / — 2700 / / / — // / y �j- \ \ \ \ 1 I 1 1 1 I 11 //// 111I 1 Al III I I I IIII / l l Ill/ /// // // / // // ///'
\- �/ --/ / � -�- ,\ \ II I III II / I , / // / / // /
_\ \ __\\\ \\ --\\: / / - - / � �\ -I \ \ I I ►I /lam II 11 III II I � // // / / /// /
-\\\ \_ \\\ 1 \ \ --- /i / �/ / /�_ - /� ►- / 16 �\ \ \\ I I III II I(/( I 1 II / 1 I / /'/ //// / l
\ __— �_ \ 1 , \ 1 \ \\\ \ \ _ — _ _— — \ ✓ TO SERVE LOTS 14 & 15 / / // / / , /i/ / / -\ \ -o \ I I I 11I lI / I I / // / / // /
— _ \ 1,1 \ \ \ \ \ _ _ — — — _ �' ( , , `%/° i) / ,� //// 2690— /- 1 4 - = -/ / y /j \ \ I \\ \ \ 1 I I 1 I III I III IIII 1 / I1/ /I IIII / l J IIII I I I I 11 // //// ///� .�../ ��.////// \ EX. FIRE HYDRANT
_____--_ __--__=7===�� \ 1 I \ \ \\ \ \ _ - \ �,-\, ////'/ //// / /i// / �/ /►// '\\ \ ,,� 1 I 1 II I I IIII 11 l II / / I/ // / ,
-_ _ \\\\ \ \_ /I 1I I I 1 I I 1 IJ/ l/II I I/ \1 11 II 111 //lJ I I 11 I 11 1 KENT J. MAYBERRY ,/ / I \ \\N\
\ \ \ 1 1 I 11 III \ \\ \ \\ \ \ z7oo _ _ _ _ _ \\\\ \\ \\\ _ \ / // / //// / / / �// // / // � - - _ / - / / \ \ \ I / /III a I / I I I i I ► D.B. 2247 PG. 343 '/
- — — — — — — — — +U \ \\\ 1 \ �\ \ \\ _ -- _ %' \ \\� \\\\\ \\ \ \ —-- / / /// / / / // / / 680 — -- ` / — -- j /" - / \�66\ \ ►\ I I I I I I I l l I I �( 1// //// /))/� // /(// I I I III / I I I l / /�I P.B. 125 PG. 59 / // Ex. VALVE
----- _ _ \ \ \ I 11 \\ \ - \\\\\ \, -/ / / / / // _ z- /// �. \ \ / / IIII // /// 1 IIII / _ /
/ ,\ \ I 1 \ \ \ \\ \\\\ \ \ \ �o // / / � // / /- � � \ \ I \ 1 1 1 I I I 1 1 � I 1 / /
—— _ \ — .\ \ \ \\ / � _ / / \ \ K . 1.11 I.. � I I / / I I I I 1111 III /I I // PIN ZONING: 3BDM888 I(/ I Q
_ __ I I, II I I� 1 1\ \\`-269��-� ;--- < \\ \ \ \ - /i/ / �/ i /�� _ - \ \ 1 III I I l III lII . l /„
\ — — _ — — — \ \ \\ \\ \ \ \ — / / / / / / / \ \ I 1 EX. 6" DIP WATER LINE I � l /I I, II 1
- II II \\\I I \`V\ \�\ _ - - - \\ \\\\ \ \ \ - // `V // / / o - - // II I IIII ,/ / " J 71 1 \ \ - - / / // z6� ��-� 97503-, \ \ \ \/ D BS 57611TPG. 1452 I I I l " N I I I I I III I I Ill I NEW 6 DIP (CLASS EX. AIR RELEASE VALVE
/_ - �\ �1 \ - - - - \ \\ \ \ \ \ \ \ \ \ ` - / / /�'I_ /// / I , , / _ POR-H �� - / / -i I I �` I I ( I 111
�/ \ — kL / \ \ \ — — — — \ \\ \ \ \ _ — — / / / A / / ,- / 8rr97,50�42:- — — - // — �� \ \ \/' P.B. 196 PG. 75 IIII 1 �^` I / III IIII 11 �^ III IIII IIII I / 1 I I I 1 II III I IIII I I I I ( —�3
" \ �4�C _ ?6ao _ - -- = - \\\ \\ \\ \ \ \ \ \ \ / / // / �� / j ,:/
//// / / / - - I" / - � \ I I 1 I I 1 11 I I I Ill / I I III 11 I � / Y
' \\\i = _— I S \ \\ — —_ -- — _ \\\ \ \ \ \ \ \ / / /% / _ / l \ X PIN 9750-32-9509 I I I I 1 \ 1 I I i I \ 11 I I I I ! l I III 1 I I I I Jill I I 350) WATER LINE \
\\- - \ 11) I I \ \ \\\\ 1, //// / /L\///// // / - - ,� # I I I \ I I / I I 1 \\\ 111 I. I 111 I 11, ,� Ex. WATER
- - _ _\ \" I I l -L I \�� ; - = _ ����\\\\\ \\\\ \ \\\\ \\ \\ 'O / / i / /ram�// / / / / / / / - / / / ,� \ ZONING: BDM I �� I I I 111 II I'N I111 �111 1 11 11 1111 I I III METER 1 I
�\� �I IIII IIII III\ \= l l / T \� \\\ \ \ \ \\---/ / /'�y/ r/i/�i / / j'/ 660 _ ;//// // I I o I\ l I IIIII 1111 II
=-_ I I I l \ _ <� \\ \ \ \ \\\ \ \ -_- / //�/i / /�/// //i/ /' i/ - /�'�// \� 1 I IIII I'I IIII I I I I I /Ill 111 111 \\\\ \�\\ , \ \ \ \ 'II \\\\�11111 IIII IIII I I I111I111��11 I i i
- _ � \\ \ / II IIII I \\ Y \� \\\ \ \ \\ \-- / / / / / / // \ I I I I I lip\\\ \\. \\ \
I I I I I ` \ ��_- _ \ \ \ \ \ / /��t-// /// /- //�_ // _ ��/ \ ,� \ I III l l l \� I I I \\ 1 1 I
- \ \ \ / _ _ - - \\ \ 2�00 _ -/ / / j �/ / / / / / ' 1 16�o v \ I I I I \ l I I I III 11l \ JJS CAPITAL, LLC. \ \\\\ 1 I I \\ \I I I II I 1 I I TWO (2) NEW 45
- - \ �I I I I 1 / 1, I I I. I, \ \ \ \ �\ - - -_ -/ - \ � \\\ \ \ \ \ \ _ _ - - / / - / /// / / / - / / -� - / / \ \ 1 l I 1 I I I 1 \ I I I 1 I 1 I N D.B. 5191 PG. 1803 \\\ \ \I I I I 1\ 11 I \1\ \ III III ELBOWS, RESTRAINED I I I I
-\ \ \� 1 i \--- // _ -- \.\ \ \, \ \ \ \---' //i o/i / // /// - -/-- I �\ _ N 1 II I I II II l I IIIw\\\ \ \\\\ \\ \ I I\ \\\\\11\ I I
— i EX. 8 PVC `SEWER LINE �\ \ ` — 26� — y /— \ \ \ \ ♦ \ \ \\ \ \ \ _ _ _ %, /T'�/ ryboo /j/ / // / / / � // �6� /i / — � / /— t / 1 I I 1 / I P.B. 180 PG. 131 \\\ \\ \\ I \ \\ \ \ \\\ \ III III I 1 \ 0 00 1 I \
I �\ _-- \ -i'/ // // \\\� )\ I III I I I /' 1 II II III II' \ \\\\ \ 1 II \\ \\\\ 1 I "
I I III \ \ \ \\ - ____ /� _ _ — — \\\\ \ \ \ \\ \ _ - - - - / /� / / // / /i /'/ / / / / / / / (-- / l L \�_J I III I III I I ��� I / ill I PIN# 9750-32-6270 \ \ IIII \ I \\ \\\ \ 11 I I NEW 6 ISOLATION
1 . /� 1 I I I I 1 I I I \ \\ \ �\\\ \ - - _ \\\ \ \\\\ \\ \ — �690- �i � / \ //i i�i i , , // // / / // i /� / z6,,o ;,� _\ / l I �l I J l I I 1 I I 1 I III I I I I I 1 I 1 I I 1 \ \ ZONING: BDM \ \\\\ \\\\ \\IIIII\I I� \III I�\ \\\\ \\11111111 I I I I I I VALVE, RESTRAINED. \ \ \\
�a 1J II \ \ \ _ 26so_/ / - - \ �\ \\ �- -/ / / // //// / ///I.o - / / // /1 1 I I I 1 I \ 1 �6'6�\��)J
\\ \\\\ \ \\\111 \ \ I II \IlllIll II
- I \� // I I \ \ \\-_ _ /�_ \ \ \ \ \\ \ J / �' / //// / / 6/ / / / \ 1 I 111 1 I'N I\ \ 1 1\ ,\\ \\ I/ I III I \ '-\
1 �,� ► \ \ — __/ ��// ti �/ // -flI / / ., I I / III "1 1\1\IIIII\\ 11\\ \\\\ �I II I IIl1 III IIII '\/\\ \ \ y " I ► I i I III \ \ \\ ` \\ — — — _ — PROPOSED 20 \ \ \\ \ `--y/ // 660 i // / / / / / / / / / / — / / \ I EX. 8" PVC SEWER LINE I1 I I I I I I �" 1 \ \III II , I I , I NEW TAPPING SLEEVE, RESTRAINED �
\ �a� I I �I I \\ \ \---_7640 _—_�// \\\ \ z6eo — i //// 2 //// / / // // / �- / I ( I l ( I
\ 1 I �Q� k1 I a \ \ \ — — \\ — — _ __c= _ �� UTILITY EASEMENT \ \ �,,\ _ " \- — // / // / // // / / / / / / // / //// _ \ i / / / / / / / ' // / I (II I ► I IIII 1\ \ \ \ \ 1 ( BEGINNING OF NEW WATER LINE
\ I IIII�•�`" I I�j I \\ \\� - -- - ///-- \, \\\\\\ \\\� \\\_ ~� / /-/ 1 ,,, - / / // //// /,% \ \ /\ 1 I lI 11 / / JJ I 1 II IIl I ICI I 1 PRELIMINARY,
1 I \ \ \ — - — — / / o / — / / / // / EXTENSION. STA. 10+00
I y� I y��\ \\\ \ \; J63o.` - -/;/ \\ \\ \\ \\\\\\\\ ", ��\ \ ,/%/j' //"" 'I>// /// /�/ // �6�/ �/j / - 76?°\ 1 I // 1 // / / /// /1 I I III N I 1 I 1 I
l l I I I INS I �` _ /___ \ \\\\ \\ \ \� /r //// / / // // // /.r / l l I l l/ 1 / l 7 11 I I I
1 yl\ \ \ \\\\\_ ---- /- \\ \\\\\\\♦\\ I -�/ , /// / / // // /-1 � I I 111/ I ,,l / l,/ / / /,'/ y I I' 11 IIII ' NOT FOR CONSTRUCTION , \'�\\\\�;
III, 0 \\ ��`\� \ ---qp /`_ //y _ \\ \\\ \\ \ \ ; - /i/ / //// / / // // //I / / /� \ lI / l 11 / / l �1 I I III I 11 I \\ EX. 6" DIP WATER LINE
I I 4Q \ \ _ ---z6 /--_ ,,/ \ \ \ \\ \ \ \ `�\ y /// / - // // � ► I / / / / / I I I I I °.rr., .,,, rr .\\ .
�, \ \\ _ - \ \ \ \ //I / 26/ / // / , 1 I / // / /// / // / / /// Iv III I
I I I \ \ \ - - _ - \ \\ \\\ \\ \ \\ \ \ �-- _ % / / ao i i' / / � ' I / / / I I I NOTES:
11 l \ \\\\\\ \\\ i / -// /// //// s �-\/ I/ll l /l l llJ/l,/� / III II 11
\ \ \\ \\ \ \ / // / / // / // I / / / //
\\\\ \\ y z z6�o_�_ --� \ \ \ \ \ \\ \ \ _ / /-/ / \ 11 J I / // i // / 1 II III INSETA
_ -- / / \\ \\\ \\ \\\ \\� _ J//i/ ///// /�/ //' -�// //,�/ / --r' \ / / / / // I // /// / // / 0 I11 II Ill II
\ \ — — — \ - — — _ / / \ \ \ \ \\ \\\\ \ — _ /// / // / / / / / y / I / 1 / / I I I 1 I I 1. LOCATION OF AIR RELEASE VALVES ARE APPROXIMATE. ACTUAL
\\ \ \ ��\ — — __ — = z600%' / \ \ \\\ \\ \7 — _ _ — // /i / / ' / J // // / / / , / 1 I \ z6,o ' \ I I I l l l / l / 11 l/ I 1 // / / \ ,N I I I I III I I I LOCATION IS TO BE FIELD LOCATED DURING CONSTRUCTION. SCALE 1"=10'
\\\\ \\ -1 _ \\ \ \\ \ \\\ \ \\ \\\\ i --__ / //--/ / / / //� / I I I / / I / , ✓ z I II I III I
\\ ^ \\ \ _ _ _ _ _ \ \� / \ \ \ \ \ \ \\\ \\ \ \ / // j j / / j, — — /� // / // /� / / \ \ �' I I I 1 1 / I I l / ll/ l / I 111 l / // \ 0 11 II 11 2. PAVEMENT REMOVAL AND REPAIR SHALL BE PER STANDARD DETAIL.
\\\ \ — ^\ \ — _ — \ ?s9 — \` ='/ \ \ \ \ \ \ \ \ \\\ / / / — / ' /'/ /�' ' \ ' I / / I 1\ 11 1111 III IIII 3. MAINTAIN 10' SEPARATION BETWEEN WATER AND SEWER LINES
\ - ---_ \\°____ _ \\\ \ \\\ \\ \ <_-/ .1 //// /_ - / / // /I \\ - 1 IIll Illl I /I Ill\ /III //// // \ \ 1
\ \� _ _ \ \ \ \ - / - .�/ / II Ill III // �� I o II IIII II I
\ \ — - \ \ — \\\ \\ \ I \ \\1 I I\ \\ T — -, �-_-`,
/ / / // /// // / / / /i //� \ \/ 'I 1 I I I III // I I / I I I I WHERE POSSIBLE.
\\ _ JJS CAPITAL, LLC. _ �zJeo - - - \ I I I I '/ / /, / / - // /- - // f. I I / I I I I ( - I I
\\% �, D.B. 5191 PG. 1803 = _ ` _ - — _ \\\\ I I I I 1 III \ \ — — — / // / / // /- — /- 'i // \ I 1 Ill I I I 1 1 I 1 I / / I IIII / s -�. IIII I I I I I 1 4. ALL PROPOSED RESIDENTIAL WATER METERS SHALL BE 1" IN SIZE
\ \�� _ _ \ _ NEW VISION TRUST I I I I I / / / /� / // // ( I / I I I I DUE TO GROUND ELEVATIONS AND SIZE OF LOTS.
\ P.B. 152 PG. 20 _ -?\ \\ _ D.B. 5827 PG. 551 III III I 1 ((I \ \ \ - - / // // // /i - \ \ /'\ I I I I l I I I I III / I I
PIN# 9750-33-8491 - // / /// / / / /-- ; - A /�^ 1 I I I l I I I 11 I III 11 ►I I I I 1 I
\ \�' - - ��- P.B. 152 PG. 20 I 1 I IIII l I I I I III \ \ 1 \ _ _ //�..� / / / // - - // /,I( ;\ I I I 1111 1 I 1 / l 11 I l\` 1 I I I IIII ^\ c I111 IIII 1 II 111 115. PRIVATE WATER LINES TO LOTS No. 11, 12 & 13 SHALL BE MINIMUM 1"
\ \ \ ZONING: BDM _ _ _ �s6o\ - �`-_ PIN 9750-33-7003 I I I/ �/ / // // /i / /— / �/ \\�\ I \ I I I I I I I 1 I \ \ I III I IN INSIDE DIAMETER FROM THE METER TO THE HOUSE CONNECTION.
\ � �- � - _ � \\\ \ - \ ZONING: BDM I I I l IIII I I l i I 1 ` _ // / �'� // /i // /� /i/' � /�/ \ \ �\ \ 1 11111 IIII 11 I I I I 1 I I - � I 1 / / \ III I11 I I 1\1
\ \ \ _So \ I I I \ — / / / / / j / / / / / / / J \ \ \ \ \ I I I I 1 I 1 I l I l I 1 \ \ 1 I I IIIII 1 \\1 MAINTENANCE FROM BACK OF METER TO HOUSE SHALL BE
--- -_1 \ \ \ \\ I' I'll Illl 111I IIII II (� \ _ /i /i i . \ \, \ I -
%� _ I I \ - / / /� / / / / / / \ \ \ III I I I I I I I I I I l I I 1 I l I VI1 \ 1 \ \\ � � \ III II 1111 \ , RESPONSIBILITY OF HOMEOWNER.
\\ / \ — — — — — _/ — _ = _ \ _ �\ \ l I I I I l . I , I I III / I I I I I I I \ \ — - // / /i - /i //i _ / I � i / _ — _ / !/� /l \ I I I I III 1 1 1 I I I , I r 1 1, I , , I ,Ill 4 , \ , \ \ \\ � I I I . Ill I 1 .I 6. MAINTAIN 5' SEPARATION BETWEEN WATER AND GAS LINES.
V-
00
( ` l�
� (O
/^7
z
O
0-
zT)
Oo
>
W
w
Q
0
0
�
�
�
L
z
w
>
10-,**1
LL
1,II—
Z
U
W
Q
W
U)
W
L:
z
O
W
2
J
IY
Q
W
�
U
0—
>
Z
00�
"f
W
Z
H
W
Z
z
U)
0
O
—
_
°�
O
N
ol�2
m
WW
2
O
Z
3:
(/)~
<
Q
z
Z)
m
Z
3:
O III-
0.
-,
Msu��3�Melton
Firm License # F- 1088
1 3 18-F Patton Ave.
A51heville, NC 288OG
828-253-279G
Boone, NC
828-355-9933
❑ Charlotte, NC
704-357-0488
❑ Knoxville, TN
8G5-54G-5800
❑ Middle5boro, KY
GOG-245-000O
❑ N. Charleston, 5C
843-5 GO-0085
❑ Spartanburg, 5C
8G4-574-4775
www.vaughnmelton.com
Copyright © 2007
All Rights Reserved
DRAWN: DA5
CHECKED: MSG
JOB NO: 3 14 10-25
SCALE: 1 :50
DATE: OCT. 2020
FILE NAME: Phase III Water5ewer.dwcg
DRAWING TITLE:
WATER LINE
PLAN
DRAWING NO:
C-1 3

O
SEWER LINE A
HORIZONTAL SCALE 1:50
VERTICAL SCALE 1:10
2850
2840
2830
2820
2810
2800
2790
2780
2770
2760
w 2750
w
ILL_
z
0
j 2740
w
J
w
2730
272
2850
2840
2830
2820
2810
2800
2790
2780
2770
2760
2750
2740
2730
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+OD725
STATION NUMBERING, FEET
SEWER LINE B
HORIZONTAL SCALE 1:50
H
w
w
LL
I
Q
w
J
w
2840
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■c7----■■■■■■■■■■
2830
2820
2810
2800
2790
2770
2769+5u 0
ILI
2840
NOTES:
2830 1. ALL NEW SANITARY MANHOLES AND CASTINGS SHALL BE PER STANDARD DETAILS AND TECHNICAL SPECIFICATIONS.
2. TRENCH EXCAVATION AND BACKFILL PER STANDARD DETAILS.
3. NOTE USE OF DIP PIPE INSTEAD OF PVC AT DROP MANHOLE CONNECTIONS PER STANDARD DETAILS.
4. CONTRACTOR TO SUBMIT "CUT SHEETS" FOR ALL GRAVITY SEWER LINES TO BE PLACED INDICATING DEPTH,
GRADES, HORIZONTAL DISTANCES, CRITICAL ELEVATIONS, ETC. CUT -SHEETS ARE TO BE SUBMITTED TO THE
ENGINEER WITH THE PRE -CAST MANHOLE SHOP DRAWING SUBMITTAL.
2820
2810
2800
2790
2780
2770
2760
1 .. 1 . .. / ,. . ./ . ..
NUMBERING,STATION
PRELIMINARY;
NOT FOR CONSTRUCTION
MSD PROJECT NO.
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PC
WATERLINE EASEMENT DOCUMENT DB PC
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
O
z
Oo
W
w
Q
0
0
z
�o
o
°
o ��o
-11 00. c000*cl \sN
w
co
zw
w
U)
W�
W
2�
0�
W�
a
>�
z
0w
aw
Z
0
N�
2
W
W
Z
�Q
On
Vaughn & N*1fon
Firm License # F-1 088
13 18-F Patton Ave.
■ A51heville, NC 288OG
828-253-279G
❑ Boone, NC
828-355-9933
❑ Charlotte, NC
704-357-0488
Knoxville, TN
8G5-54G-5800
❑ MIGIGIle5boro, KY
GOG-245-000O
❑ N. Charleston, 5C
843-5 GO-0085
❑ Spartanburg, 5C
8G4-574-4775
www.vaucjhnmelton.com
Copyright 0 2007
All Kight5 Ke5erved
DRAWN: DA5
CHECKED: MSG
JOB NO: 3 14 10-25
SCALE: NT5
DATE: OCT. 2020
FILE NAME: Phase III Water5ewer.dwcg
DRAWING TITLE:
SEWER LINE
PROFILES
DRAWING NO:
C-14

a
2870
2860
2850
2840
2830
2820
2810
2800
2790
2780
2770
2760
2750
w
w
LL_
- 2740
z
0
a
w
J
w 2730
2729+50
I\usyll
6" DIP WATER LINE
HORIZONTAL SCALE 1:50
VERTICAL SCALE 1:10
6" DIP (CLASS 350) WATER LINE, RESTRAINED.
(3'-0" MIN. COVER OVER TOP OF PIPE)
a
STA. 12+35 INSTALL 2" COMBINATION
AIR VALVE ASSEMBLY AND HEATED
ENCLOSURE PER DETAILS 1 & 2 ON
SHEET C-20.
STA. 11 +98 TO STA 12+30
INSTALL 6" DIP AERIAL WATER LINE O
CREEK CROSSING (BRIDGE SUPPORTED)
6" DIP (CLASS 350) WATER LINE,
RESTRAINED. (3'-0" MIN. COVER)
STA. 10+00 BEGINNING OF NEW LINE
CONNECT TO EXISTING 6" WATER LINE
WITH 6" TAPPING SLEEVE & VALVE
STA. 18+ 12
INSTALL 2" AIR RELEASE
VALVE ASSEMBLY
STA. 18+45
END OF NEW WATER LINE.
INSTALL FIRE HYDRANT ASSEMBLY
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
STATION NUMBERING, FEET
1. LOCATION OF ALL AIR VALVES SHOWN IS APPROXIMATE. ACTUAL
LOCATION IS TO BE FIELD LOCATED DURING CONSTRUCTION.
2. TRENCH DETAIL AND BEDDING PER STANDARD DETAIL.
2870
2860
2850
2840
2830
2820
2810
2800
2790
2780
2770
2760
2750
2740
2730
19+0�720
WATER NOTES:
1. THE WATER LINE EXTENSION WORK MUST BE PERFORMED BY A LICENSED NORTH CAROLINA UTILITY CONTRACTOR.
2. CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED
DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT
THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. THE LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES WITH
NORTH CAROLINA ONE -CALL PRIOR TO CONSTRUCTION- 811.
3. UTILITIES ARE TO BE LOCATED FAR ENOUGH IN ADVANCE TO ALLOW REDESIGN BY ENGINEER IF NECESSARY.
4. CONTRACTOR SHALL TAKE NECESSARY STEPS TO KEEP THE UTILITY IN SERVICE AT ALL TIMES DURING
CONSTRUCTION.
5. THE WATER LINE COVER IS TO BE 3 FEET DEEP (MINIMUM), TO TOP OF PIPE, EXCEPT AT UTILITY CROSSINGS WHERE
THERE ARE CONFLICTS. IN THIS CASE WATER LINE COVER IS NOT TO EXCEED 5 FEET (MAX.) OR AS APPROVED BY THE
CITY WATER INSPECTOR.
6. CONTRACTOR SHALL VERIFY EXISTING WATER LINE LOCATION FOR CONNECTION.
7. THE CONTRACTOR SHALL COMPLY WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES EROSION AND SEDIMENTATION CONTROL MEASURES.
8. INSTALLATIONS OF THE WATER LINE AND SUPPORTING APPURTENANCES SHALL BE IN ACCORDANCE WITH TITLE 15A
SUBCHAPTER 18C OF THE NORTH CAROLINA ADMINISTRATIVE CODE AND WITH THE TECHNICAL SPECIFICATIONS FOR
THIS PROJECT. APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES OR
CITY OF ASHEVILLE MUST BE OBTAINED PRIOR TO CONSTRUCTION.
9. CITY OWNERSHIP AND MAINTENANCE OF THE WATER LINES WILL BE WITHIN DESIGNATED WATER EASEMENT AREAS
AND INCLUDES SERVICE LINES FROM THE WATER MAIN TO THE METER BOX.
10. ALL WATER LINES, HYDRANTS, VALVES, FDC & APPURTENANCES ARE TO BE PER CITY OF ASHEVILLE SPECIFICATIONS,
STANDARDS AND DETAILS. MATERIALS TO BE APPROVED BY CITY AND ENGINEER. ALL BRASS FITTINGS ARE TO BE
LEAD FREE.
11. ALL WATER LINE JOINTS AND FITTINGS USE CITY OF ASHEVILLE RESTRAINT DEVICE PER STANDARDS,
SPECIFICATIONS AND DETAILS IN LIEU OF CONCRETE DEADMAN AND RODDING. ALL FITTINGS TO BE RESTRAINED.
12. CONTRACTOR AND OWNER: PER SECTION .0300, SUBCHAPTER 18 OF THE NCAC, AN "AUTHORIZATION TO CONSTRUCT"
MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION TAKING PLACE.
13. RELATION OF WATER MAINS TO OTHER UTILITIES:
SANITARY SEWER: IF 10 FEET OF HORIZONTAL SEPARATION OR 18-INCHES VERTICAL SEPARATION BETWEEN WATER
AND SEWER; OR SEWER IS OVER WATER; OR 24-INCHES OF SEPARATION BETWEEN SANITARY SEWER AND STORM
SEWER; OR 3 FEET OF COVER CANNOT BE MAINTAINED, THEN FERROUS (DIP) PIPE MUST BE USED FROM A POINT 10
FEET PRIOR TO AND EXTEND 10' PAST THE CROSSING. WATER MAINS SHOULD ONLY CROSS SANITARY SEWER MAINS
AT AN APPROXIMATE 90-DEGREE ANGLE. SEPARATION OF WATER MAIN FROM SANITARY SEWER MANHOLE SHALL BE
A MINIMUM 5 FEET TO THE OUTSIDE EDGE.
STORM DRAINAGE: WATER MAINS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 12 INCHES WITH ALL STORM
DRAINAGE WHEN CROSSING. WATER MAINS AND STORM DRAINAGE MAINS SHALL HAVE A MINIMUM VERTICAL
SEPARATION OF 12 INCHES WHEN HORIZONTAL SEPARATION IS LESS THAN 3 FEET UNLESS OTHERWISE APPROVED BY
THE CITY OF ENGINEER.
NATURAL GAS MAINS, CABLES AND OTHER UTILITIES: OTHER UTILITIES SHALL HAVE A MINIMUM HORIZONTAL
CLEARANCE OF 3 FEET AND VERTICAL CLEARANCE OF 12 INCHES, TO PERMIT PROPER MAINTENANCE OF THE WATER
MAIN.
14. WATER METERS MUST BE PLACED IN FRONT OF EACH LOT THEY SERVE AND MUST BE LOCATED IN RELATIVELY FLAT
AREAS, NOT IN STEEP BANKS OR SLOPES, AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT. ALSO THE WATER METER
BOXES SHALL BE CLEARLY LABELED TO DESCRIBE THE ADDRESS OF THE LOT BEING SERVED.
15. ALL SERVICE CONNECTIONS SHALL BE MADE PERPENDICULAR FROM THE MAIN LINE AND SHALL RUN STRAIGHT TO
THE METER.
16. ALL NEW WATER METER BOXES SHALL BE LOCATED OUTSIDE THE STREET, SIDEWALK, OR PARKING AREAS IN
RESIDENTIAL AREAS.
17. SERVICE TAPS ON EXISTING ACTIVE WATER LINES SHALL BE MADE BY THE CITY OF ASHEVILLE WATER RESOURCES
DEPARTMENT. SERVICE TAPS TO NEW WATER LINES SHALL BE MADE BY THE CONTRACTOR WHEN REQUIRED BY
THESE STANDARDS.
18. TESTING, INSPECTION AND DISINFECTION OF WATER MAINS ARE TO COMPLY WITH CITY OF ASHEVILLE MANUAL
SECTION W2.
19. LOCATION OF FIRE HYDRANTS, AIR RELEASE VALVES, WATER METERS, PRV STATION, VALVES, ROAD CROSSINGS
AND OTHER APPURTENANCES ARE APPROXIMATE. LOCATION IS TO BE FIELD VERIFIED BY CITY AND ENGINEER.
20. ALL WATER VALVES TO BE INSTALLED WITHIN TWO (2) FEET OF AN INTERSECTION OR FIRE HYDRANT TEE.
21. ALL WATER LINES ARE TO BE INSTALLED IN ACCORDANCE WITH THE CITY OF ASHEVILLE WATER RESOURCES DESIGN
& CONSTRUCTION MANUAL.
22. ALL FIRE HYDRANT, VAULTS, BACKFLOWS AND WATER METERS ARE TO BE LOCATED IN RELATIVELY FLAT AREAS.
23. RESTRAINED BENDS SHALL BE USED AT ALL LOCATIONS WHERE WATERLINE CANNOT BE LAID WITH MAXIMUM
DEFLECTION ANGLE, OR AS NOTED ON THE PLANS. SUCH BENDS SHALL BE AT NO ADDITIONAL COST TO OWNER.
24. UNDERGROUND GAS, TELEPHONE AND POWER LINES ARE ALREADY INSTALLED. THE WATER LINE SHALL BE
INSTALLED SUCH THAT REQUIRED CLEARANCES ARE MAINTAINED.
25. CONTRACTOR TO USE ONLY RESTRAINED PIPE JOINT & FITTINGS DUE TO HIGH PRESSURE & STEEP SLOPES.
PRELIMINARY;
NOT FOR CONSTRUCTION
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
O
U
_w
W/
Z
�
Oo
LLI
w
Q
C)
0
z
W
cf)
ZW
V)
Q
W
C�
W
z
O
W
�J
Q
Z
O0�
o
Q>:
W
Z
W
z
Z
U)
0
O
06
O
CV
m
W
Lu
O
Z
3:
cl)~
QQ
z
m
=
O
Vaughn & Melton
Firm License # F-1 085
13 18-F Patton Ave.
■ Asheville, NC 288OG
828-253-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-000O
N. Charleston, SC
843-5 GO-0085
Spartanburg, SC
8G4-574-4775
www.vaucjhnmelton.com
Copyright 0 2007
FUI KIgnr5 Ke5erveU
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: OCT. 2020
FILE NAME: Phase III watcrScwcr.Jwg
DRAWING TITLE:
WATER LINE
PROFILE
DRAWING NO:
C-1 5

a
3/4" COPPER PIPE ALL OTHER UTILITIES SHALL BE LOCATED A MINIMUM OF 3' AWAY FROM WATERLINE CONCRETE WASH
NSTALLED
CAST IRON RING & COVER TYPE "K" SOFT B BY OTHERS CURB (SMOOTH FINISH)
GUTTER AND
METER BOX �
�P�ER METF 18" X 30" P.V.C. A 12" A GRADE D I I "
o.37s" MIN. 6 b STD. STL. PIPE
WALL THICKNESS ROADWAY I I I I I WITH CONCRETE FILL.
7
30" 3/4" TYPE "K" 2' MIN. SERVICE LINE I I I PAINT TRAFFIC YELLOW
THREADED BRASS NIPPLE 3' MIN. SOFT COPPER PIPE I cfl
WA ETER
Lil n (INSTALLED BY OTHERS)
\ 12" MIN. LENGTH GENERAL NOTES: Z I I Y
j Z• yFL WATER METER BOX -1 ¢ a / BACK OF CURB ---______REPLACE SURFACE TO
lAMR 1 METERS BY AS1 INCH AND 8 I Of I I I w I L
B I o PARKING LOT7 MATCH ADJACENT
ASSEMBLY 2. METERS SHALL BE EQUALLY OFFSET SOFTCOPPER PIPE SERVICE LINE. 1"X3/4" "Y" BRANCH TO I I N i / SURFACE MATERIAL
OPENING SECTION BB PLAN FROM PROPERTY LINE. 0�7.AIN OFBE INSTALLED
THE PAVEMENT
I
3. METERS SHALL BE LOCATED OUTSIDE
DITCHES AND IN RELATIVELY FLAT AREAS. `- L - - - - _ SAME AS 18" CONCRETE BASE
3' RADIUS SPACES
4. MINIMUM LENGTH OF BRASS NIPPLE PARKING
AMR ASSEMBLY SHALL BE 12 INCHES (12"). ELEVATION VIEW � l
21 1/2" 5. ALL FITTINGS IN DIRECT CONTACT WITH SIDEWALK 1 ��
WHEELCHAIR i �.
3/4" TYPE "K" � 3' RADIUS +•
WATER SHALL BE LEAD FREE BRASS. � � RAMP � #6 - 14 LONGI-
�17" 2 1/4" SOFT COPPER PIPE o_
TAPPING SADDLE & WATER METER BOX I I PROPOSED' PROPOSED 3' REINFORCED BARS
CORPORATION STOP HYD NIT + HYDRANT "
STRAIGHT YOKE 3/8" 1 1/4" ' SERVICE LINE through 8 PIPE I . O
INSTALLED BY OTHERS I` 2' MIN I �• I I I I
\ _
1 1/4" 1" TYPE "K" 5' MAX .
VALVE (LOCKABLE) 18" 375" MIN. z SOFT COPPER PIPE \ �_ - - _ 2' MIN
AT YOKE INLET. METER (� � F THREADED BRASS NIPPLE \ 1 � - - � 5' MAX -I I I • I I-
24" MIN. FURNISHED 7`ROADWAYl o P/L- 2 \ -CURB AND GUTTE
36" MIN. 30" MIN. - -
2" BY CITY OF APPROVED DUAL J' I -I I •�
MIN. ASHEVILLE CHECK VALVE 3 SERVICE LINE
INSTALLED BY OTHERS
GENERAL NOTES: - 1"X3/4" "Y" BRANCH GENERAL NOTES: 3' 3' UNOBSTRUCTED AREA MUST ALSO
1. THIS DETAIL WILL APPLY TO ALL DOMESTIC , •,, BE FLAT TO ALLOW ACCESS TO AND 1 GUARD POST DETAIL
WATER SERVICE TRANSFERS AS DESCRIBED 2" Cyj THREADED BRASS NIPPLE 1. LOCATION SHOULD BE COORDINATED WITH
OPERATION OF THE FIRE HYDRANT
IN THE TECHNICAL SPECIFICATIONS AND � NCDOT ALONG STATE MAINTAINED ROADWAYS.
SHOWN ON THE ENGINEERING DRAWINGS. 45' THREADED BRASS NIPPLE
TO EXTEND OUTSIDE METER BACK OF CURB WATER METER BOX 2. OBSTRUCTION FREE AREA SHALL APPLY TO ALL �- 16 NOT TO SCALE
2. ALL METER SERVICE FITTINGS AND APPROVED BOX 12" MIN. LENGTH. AND GUTTER a LOCATIONS FOR FIRE HYDRANT INSTALLATION.
APPURTENANCES IN CONTACT WITH WATER AYOKE BAR
SHALL BE LEAD FREE TYPE PRODUCTS. APPROVED EXPANSION 3. HYDRANT LOCATION SHALL NOT INTERFERE
CONNECTION PLAN VIEW WITH THE REQUIREMENTS OF THE NORTH
3. CAST IRON RING & COVER MIN. WEIGHT 54 3/4" SERVICE SADDLE 6"-#57 WASHED STONE CAROLINA BUILDING CODE. /
LBS. "CITY OF ASHEVILLE" LOGO ON BOTH WITH CORPORATION STOP UNDER METER BOX V/S TIDEFLEX CHECK VA7���4
RING AND COVER TOP OF LID -ANTI-SKID 4. CONCRETE BOLLARDS WILL BE REQUIRED FOR
GRID SURFACE. SECTION AA INSTALLATION WITHIN PARKING AREAS. I -III �FQ BY RED VALVE, TYP
NC REVISIONS STD. NO. Cit of Asheville NC REVISIONS STD. NO. Cit of Asheville NC REVISIONS STD. NO. -III - III
City of Asheville, y STANDARD MULTIPLE DATE DESCRIPTION y DATE DESCRIPTION DATE DESCRIPTION WATER ENGINEERING WATER ENGINEERING STANDARD HYDRANT LOCATION I 1 MI I I -I I I F
WATER ENGINEERING 5/�„-�I4.. WATER METER BOX 6/201 REVISED W•01 BRANCH SERVICES 6/201 REVISED W"05 6/2015 REVISED W.15
DIVISION YY DIVISION DIVISION
-I I MI I I -I I MI
„1111„I�1 � 11111,1111-,
�2' MIN.
FIRE HYDRANT
24" X 24" X 6"
V-6" MIN.
OO 2'-0" MAX.
CONCRETE PAD
I \Y/
1/3 C.Y. OF VALVE BOX
#57 STONE
3'-6" MIN. 1 6" GATE VALVE
CABC BEDDING SUPPORT
24"(L) X 16"(W) X 8"(D)
FINISHED GRADE
0111;�;
N\-24" X 24" X 6" CONCRETE PAD
4000PSI CONCRETE
MAX.
DIMJ OR HYDRANT "TEE"
- `RESTRAINED
City of Asheville, NC
WATER ENGINEERING FIRE HYDRANT INSTALLATION
DIVISION
WATER LINE MAIN
PLAN
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
TAPPING SLEEVE
GENERAL NOTES:
1. TAPPING SLEEVE WILL BE MUELLER #H-615
OR APPROVED EQUAL.
2. APPROVED RESILIENT SEAT TAPPING VALVE.
3. SOLID CONCRETE OR BRICK BLOCKING WILL
BE USED AS FOOTING FOR DUCTILE IRON
PIPE.
4. ALL FITTINGS AND APPURTENANCES SHALL
BE RESTRAINED AS PER IN LIEU OF THRUST
BLOCKING SPECIFICATIONS.
W.16
SLEEVE
ELEVATION
City of Asheville, NC
TAPPING SLEEVE AND
REVISIONS
STD. NI
DATE
DESCRIPTION
W.21
6/2015
REVISED
WATER ENGINEERING
DIVISION
VALVE ASSEMBLY
GENERAL NOTES:
1. ALL FITTINGS MUST BE RESTRAINED AS
3. FITTING JOINTS SHALL BE KEPT
SPECIFIED IN THE STANDARD
FREE OF CONCRETE. A LAYER OF
SPECIFICATIONS AND DETAILS MANUAL.
POLYETHYLENE PLASTIC SHALL BE
PLACED BETWEEN THE FITTING AND
PIPE SIZE NOMINAL DIAMETER IN INCHES
2. DIMENSION TABLE GIVEN IS A GUIDE
THE CONCRETE.
6 8 10 12 16
24
ONLY. ENGINEER SHALL BE
A DIMEN. IN FEET
1.2 1.6 2.0 2.4 2.8
4.5
RESPONSIBLE TO CALCULATE THRUST
4. CONTRACTOR HAS THE OPTION TO
BLOCK DIMENSIONS BASED ON ACTUAL
RESTRAIN PIPE JOINTS IN LIEU OF
SOIL AND OPERATING.
CONCRETE DEADMAN & RODDING.
RETAINER GLAND
MEGA -LUG OR 2A
APPROVED EQUAL
LAST IN -LINE GATE VALVE
OR BUTTERFLY VALVE 3/4" THREADED ROD
WITH MEGA -LUG OR
APPROVED EQUAL (GALVANIZED OR
BITUMINOUS COATED)
-- DIMJ PLUG
UNDISTURBED EARTH
City of Asheville, NC
WATER ENGINEERING
DIVISION
(1) JOINT OF DUCTILE IRON PIPE
SIZE VARIES
SIDE VIEW
END OF LINE PLUG
TRENCH WIDTH
O
L
A +PIPE DIAMETER
END VIEW
NOTES:
1. WHEN THERE IS ONLY ONE SUPPLY LEG FEEDING TWO DEAD END LEGS,
COVERKq
TYPICAL FINISHED GRADE
TYPICAL FINISHED GRADE
PLACE VALVES ON DEAD END LEGS.
�UPPLY
PAVED AREAS
IN UNPAVED AREAS
SUPPLY �UPPLY DEAD END 2 WHEN THERE ARE TWO SUPPLY LEGS FEEDING ONE DEAD END LEG,
PLACE VALVES ON SUPPLY LEGS.
3. WHEN ALL THREE LEGS ARE SUPPLY, ENGINEER'S CHOICE.
I - 2
CABC
4. CITY MAY DESIGNATE A CURRENT DEAD END LEG AND A FUTURE
ADJUSTABLE
1
DEAD END DEAD END SUPPLY LEG ACCORDING TO WATER PLANNING AND REQUIRE VALVE
TOP SECTION
PLACEMENT ACCORDINGLY.
5. ON HYDRANT TEE, ONE VALVE IS ALWAYS ON HYDRANT LEG.
_
0
24" X 24" X 6" 4000 PSI MAXIMUM
TWO VALVES AT A TEE
3' - 0" VALVE BOX
CONCRETE PAD
MINIMUM
DEAD END DEAD END DEAD END
COVER
STANDARD VALVE
BOX-BOTTOM
DIMJ GATE VALVE
24" MAXIMUM
SUPPLY END SUPPLY SUPPLY SUPPLY � SUPPLY
SECTION
COMPACTED BACKFILL
_ _ I�DEAD
- - - - - -
891
`ADJUSTABLE
° o o
SCREW -TYPE
D.I. CL. 350
WATER LINE
VALVE BOX
DEAD END SUPPLY DEAD END
MAIN 0 0
o
NOTES:
RESTRAINED DIMJ OR
1. WHEN THERE IS ONLY ONE SUPPLY AND THREE DEAD END LEGS, PLACE VALVES ON DEAD END LEGS.
HYDRANT "TEE"
2. WHEN THERE ARE THREE SUPPLY LEGS AND ONE DEAD END LEG, PLACE VALVES ON SUPPLY LEGS.
APPROVED RESTRAINT DEVICE
3. WHEN THERE ARE TWO SUPPLY LEGS AND TWO DEAD END LEGS, PLACE VALVES ON ALL FOUR LEGS.
GENERAL NOTES: MEGALUG OR EQUAL
4. CITY MAY REQUIRE VALVE PLACEMENT BASED ON CURRENT OR FUTURE NEEDS.
1. VALVE BOX SHALL NOT CONTACT WATER MAIN OR VALVE.
5. WHEN ONE LEG AT A INTERSECTION IS A HYDRANT LEG, VALVE MUST BE PLACED ON A HYDRANT LEG.
2. VALVE PAD REQUIREMENTS SHALL NOT BE APPLICABLE FOR IMPROVED PAVED SURFACES.
VALVING ON REMAINING LEGS TO BE PLACED AS THOUGH THEY MADE UP A TEE.
3. VALVE BOX ADJUSTMENT MUST BE DONE BY ADJUSTING/RAISING THE TOP SECTION OF THE
6. A "SUPPLY LEG" IS ANY LEG CONNECTED TO THE TREATED WATER SOURCE BY PIPING EQUAL AND OR
EXISTING ADJUSTABLE SCREW -TYPE VALVE BOX TO GRADE OR BY INSTALLING A NEW VALVE
GREATER THAN ITS SIZE AND SEPARATE FROM THE TEE OR CROSS BEING CONSIDERED.
BOX TOP SECTION. THE USE OF PAVING RINGS OR ADJUSTING C.I. SLEEVES IS NOT ALLOWED.
THREE AND FOUR VALVES AT A INTERSECTION
City of Asheville, NC
TYPICAL VALVING
REVISIONS
STD. NO.
CiryofAsheville,NC
TYPICAL VALVE & VALVE BOX
REVISIONS
STD. NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
W•17
W•18
6/2015
REVISED
WATER ENGINEERING
DIVISION
CONFIGURATION
WATER ENGINEERING
INSTALLATION/ADJUSTMENT
6/2015
REVISED
DIVISION
SHEETED OPEN
TRENCH I TRENCH
SHEETED OPEN
TRENCH I TRENCH
RECOMMENDED MINIMUM RESTRAINED LENGTH
~A� REQUIRED EITHER SIDE OF FITTING (FEET)
EARTH THRUST / EARTH
III -III- I� I -I BLOCK
-III I -III -III -III -III:
BACKFILL MATERIAL BACKFILL MATERIAL CONCRETE T-;11_:ITI 1T.1-ITI-ITI
COMPACTED IN 6" COMPACTED IN 6"
LIFTS 24„ X LIFTS J24" MAX 12" MAX A �BLOCKT I A/2
12" MIN 6" MIN 2"MIN 6" MIN A
BACKFILL MATERIAL BACKFILL MATERIAL Q�P' _ ' A/2
COMPACTED IN 3" OAP' COMPACTED IN 3"-
LIFTS LIFTS -III=III=III=III=I I=11 f
GENERAL NOTES: TEE UNDISTURBED
UNDISTURBED UNDISTURBED 6" 1. CONSTRUCTION OF TRENCHES TEE END VIEW EARTH
EARTH EARTH SHALL BE IN ACCORDANCE
STANDARD EXCAVATION OVERCUT EXCAVATION WITH THE LATEST OSHA
REGULATIONS. CONTRACTOR TOP VIEW
SHALL BE RESPONSIBLE FOR
COMPLIANCE WITH ALL
NOTE: SHEETED OPEN APPLICABLE REGULATIONS.
FITTING TYPE
SIZE
WORKING PRESSURE PSI
125 1 150 1 175 200
HORIZ. 11 1 4 DEG.
6"
4
4
5
6
8"
5
6
7
8
10"
6
7
8
9
HORIZ. 22 1 2 DEG.
6.
7
9
10
12
8"
10
12
14
16
10"
12
14
17
19
REDUCER
8"X6"
14
17
20
23
10"X8
14
17
20
23
12"X1 0"1
14
17
20
23
HORIZ. 45 DEG.
6"
16
19
22
25
8"
20
24
28
33
10"
25
30
35
40
DEAD END
6"
26
31
36
41
8"
34
41
48
55
10"
42
50
58
67
TEE
TO BE CALCULATED ON A CASE
BY CASE BASIS.
90 DEG. VERT. BENDS
TO BE CALCULATED ON A CASE
BY CASE BASIS.
BELL HOLES NOT SHOWN TRENCH TRENCH
2. NO BOULDERS OR STONES IN � = 1 JOINT EQUIVALENT 0 = 2 JOINTS EQUIVALENT
EXCESS OF 4" IN SIZE GENERAL NOTES: 0 = 3 JOINTS EQUIVALENT 0 = 4 JOINTS EQUIVALENT
SHEETED OPEN BACKFILL MATERIAL SHALL BE USED AS PART OF
TRENCH I TRENCH COMPACTED IN 6" THE INITIAL BACKFILL. 1. RESTRAINED JOINTS BY AN APPROVED PIPE
LIFTS MANUFACTURER ARE TO BE USED FOR ALL TABLE OF "A" DIMENSIONS (IN FEET)
4" MAX12" MA PUBLIC WATERLINES. THRUST BLOCKS ARE 2A UNDISTURBED
3. PIPE BEDDING MATERIAL q A EARTH
BACKFILL MATERIAL Z
12" MIN 6" MIN PERMITTED WHERE THE USE OF MECHANICAL
SHALL BE # 57 WASHED
COMPACTED IN 6" SPRING LINE OF PIPE XP' STONE. RESTRAINT IS NOT FEASIBLE. �III�I I I� 11�L11� (_CONCRETE
LIFTS -------- 2. DIMENSION TABLE GIVEN IS A GUIDE ONLY. T- THRUST
6 MI 4. SELECT BACKFILL MATERIAL THE ENGINEER SHALL BE RESPONSIBLE TO ABLOCK
IN SHALL BE CLASS I OR II AS CALCULATE THRUST BLOCK DIMENSIONSSPRING LINE OF PIPE WASHED STONE PER NCDOT STANDARD AND/OR BASED ON RESTRAINED LENGTH COMPACTED
EMBEDMENT ACTUAL SOIL AND OPERATING PRESSURE EARTH
SPECIFICATIONS. CONDITIONS.
" MI ADDITIONAL WASHED 3. FITTING JOINTS SHALL BE KEPT FREE OF
WASHED STONE STONE FOR UNDERCUT CONCRETE. A LAYER OF POLYETHYLENE BEND
EMBEDMENT EXCAVATION ONLY AS PLASTIC SHALL BE PLACED BETWEEN THE TOP VIEW
BEND
90'
45'
22 1/2'
11 1/4'
TEE
W
6
1.4
1.1
1.0
1.0
1.2
Sig
8
1.9
1.5
1.5
1.5
1.6
10
2.4
1.8
1.8
1.8
2.0
a
12
2.8
2.1
2.0
2.0
2.4
1613.812.81
2.5
2.5
2.8
1815.614.21
3.0
3.0
4.5
UNDISTURBED
EARTH
STANDARD EXCAVATION
IN WET CONDITIONS
DIRECTED BY ENGINEER
UNDISTURBED
EARTH
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
FITTING AND THE CONCRETE.
4. PRE -CAST THRUST BLOCKS ARE NOT
ACCEPTABLE.
5. CONCRETE SHALL HAVE 4000 P.S.I.
COMPRESSIVE STRENGTH.
City of Asheville, NC
WATER ENGINEERING
DIVISION
TYPICAL TRENCH DETAIL
REVISIONS
STD. NO.
City of Asheville, NC
WATER ENGINEERING
DIVISION
L
RESTRAINING REQUIREMENTS
REVISIONS
STD. NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
W'�1
W.22
6/2015
REVISED
6/2015
REVISED
x
I- EXISTING OR
o PROPOSED
FINISHED GRADE GRADE
z
z
a
0
w
0
N
UNDISTURBED BALL VALVE INSIDE THE
EARTH BOX EITHER HORIZONTAL
OR VERTICAL
3 FT. TYPICAL ADAPTER
COVER
COUPPERP FORMBYPUPWARD SLOPED
CORPORATION STOP
TAPPING SADDLE
WATER MAIN
STD. NO. City of Asheville, NC
W.23 WATER ENGINEERING
DIVISION
`METER BOX AND LID.
LID IS NOT TO HAVE
HOLE IN TOP
I
CLOSE NIPPLE AND
MUSHROOM VENT
BRASS AIR RELEASE VALVE
N PPLE
I_
6" WASHED STONE
UNDER AIR RELEASE
VALVE AND BOX
GENERAL NOTES:
1. PIPE AND FITTINGS SIZE SHALL MATCH THE SIZE OF THE
PROPOSED AIR RELEASE VALVE TO BE INSTALLED.
2. REFER TO STANDARD DETAIL FOR METER BOX SPECIFICATIONS.
3. LOCATION TO BE SAME AS METER BOX DETAILS W.01 & W.05.
STANDARD AIR RELEASE VALVE DATE REVISIODESCRIPTIONSTD. NO.
6/2015 REVISED W.24
INSTALLATION
VARIES (FULL WIDTH OVERLAY MAY BE REQUIRED)
MILL 2" EXISTING PAVEMENT
BIT. CONC. CRSE.
BINDER
BINDER
0
8" A.B.C. COMPACTED ` EXISTING BASE COURSE
TO 1009< STD PROCTOR o (THICKNESS VARIES)
4'" IFTS
EXISTIN A. � -
�. III III -III III -_III
III=III=III=11 I I=11 I -III -III -I
l=III-III I 1=III=III='''
......1=1II
-11=............ III
6" LIFTS OF COMPACTED SOIL.
III= IF EXCAVATED MATERIAL IS TO WET
OR UNSUITABLE. A PROPER FILL MATERIAL
DRY WILL BE SUBSTITUTED. FILL MATERIAL
UNDISTURBED WILL BE PLACED IN 6" LIFTS AT
EARTH OPTIMUM MOISTURE AND COMPACTED
95% A.A.S.H.T.O. T99.
NOTE:
1. EDGES TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE
BROOMED CLEAN OF DUST AND DRY BEFORE TACK COAT IS APPLIED.
2. EDGES AND OVERLAY AREAS TO BE TACKED WITH CRS-10R CRD-2.
3. 6" LIFTS OR SUITABLE SOIL OR ABC AT OPTIMUM MOISTURE COMPACTED
100% A.A.S.H.T.O. T99, ALL WET OR UNSUITABLE MATERIAL TO BE REMOVED
FROM SITE PRIOR TO BACKFILL.
4. N.C.D.O.T. APPROVED PATCH DETAIL.
5. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS.
City of Asheville, NC
PAVEMENT REMOVAL AND
REPLACEMENT
F
DATE
Engineering Services Division
of the Public Works Department
STD. NO.
5.01
NC
VA
2
C-16
DRAIN LINE WITH TIDEFLEX VALVE AND RIPRAP DETAIL
NOT TO SCALE
6-0" 6-0" 6-0"
.011 !`1 IT 1!%I AIT
J, V L/%1 nIYJIVIV VVIIV I EVERY 30 FT. PLAN
3'-0" UNLESS NOTED OTHERWISE
nn nlrt.1
O
M
SEE
VOTE 3
SECTION
NOTES:
1. CONCRETE TO BE 3000 PSI.
2. SAW JOINT OR CONSTRUCTION JOINT ON LENGTHS OVER 6'-0".
3. MIN. THICKNESS 6" OR 8" THICK FOR TRAFFIC RATED AREAS..
4. PROVIDE EXPANSION JOINTS AT INTERSECTIONS OF SIDE WALK WITH OTHER
3 SIDEWALK & CONCRETE PAD DETAIL
C 6 NOT TO SCALE
RESTORE STREAM
BANKS TO ORIGINAL NATIVE STONE
GRADE OR CLASS "B"
RIP RAP
VARIES
WATER LEVEL II
FILTER FABRIC
MIRAFI 140N OR
EQUAL.
CLASS "A"
RIP RAP /
2' MIN.
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL 11
DUCTILE IRON PIPE
ly 6 MIN.
APPROVED RESTRAINT DEVICE II
MEGALUG OR EQUAL
VARIES NOTES:
1. CONTRACTOR MUST RESTRAIN AT
RESTORE STREAM NATIVE STONE LEAST 3 JOINTS EITHER SIDE OF
BANKS TO ORIGINAL OR CLASS "B"� THE LAST VERTICAL BEND OR AS
GRADE RIP RAP OTHERWISE SPECIFIED BY THE
FILTER FABRIC ENGINEER.
MIRAFI 14ON OR 2, APPROVED RESTRAINING DEVICES
EQUAL. INCLUDE RETAINING GLANDS
(MEGALUGS), FIELD LOCK GASKETS
III, AND RESTRAINT SYSTEMS, PROVIDED
TRENCH WALLS 2' MIN. BY APPROVED PIPE MANUFACTURERS.
PIPE DIA.
/� 6" MIN.
CLASS "A
RIP -RAP DUCTILE IRON PIPE
City of Asheville, NC REVISIONS STD. NO.
CREEK CROSSING DATE 1
DESCRIPTION
Engineering Department BELOW CREEK BOTTOM oo,.o,00 REVISION TEXT 7.22
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
O_
U
zW
Oo
LJ�
w
Q
C)
O
z
w
zw
w
C/)
W�
LLI
_j
0�
W�
a
>�
z
00�
LU
z
�w
0
N�
2
W
W
Z
Cl)Q
00.
Vaughn & Melton
Firm License # F- 1 088
13 18-F Patton Ave.
A51hevllle, NC 288OG
828-253-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-0000
N. Charleston, SC
843-5 GO-0085
Spartanburg, SC
8G4-574-4775
www.voughnmelton.com
Copyright 0 2007
/All Klgnr5 r�e5erveca
DRAWN: BAS
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NTS
DATE: OCT. 2020
FILE NAME: Phase III waterSewer.dwg
DRAWING TITLE:
WATER DETAILS
DRAWING NO:
C-1 6

EXISTING SOIL
%
%/ /��
EXISTING SOIL
y�`
12" OF FINE LOOSE EARTH FREE
FROM LARGE CLODS, STONES,
�\
DEBRIS, VEGETABLE MATTER,
OR OTHER OBJECTIONABLE
MATERIALS.
DRY
UNDISTURBED
TRENCH BACKFILL MATERIAL
EARTH
COMPACTED TO 85% STANDARD
PROCTOR IN 12" LIFTS.
O
INITIAL BACKFILL SEE
TRENCH DETAILS.
TRENCH BACKFILL IN MSD RIGHTS OF WAY
N.T.S.
NOTES
ELEVATED CROSSING - TYPE II
N.T.S.
TOP OF BANK
BELL & SPIGOT JOINT
CONIC.
PIER TYP.
APPROX.
APPROX.48'STD.
19'-3"(TYP.) 9'-6" i 17'-3"(TYP.)
FLANGE
JOINTS
TOP OF FOOTING SHALL BE 3'-0"
MIN. BELOW STREAMBED OR AS
DIRECTED BY THE ENGINEER.
ELEVATED CROSSING -
TYPE III (18" AND LARGER PIPE)
N.T.S.
1. TYPE II AND III CROSSINGS SHALL BE DESIGNED TO
PREVENT EXCESSIVE DEFLECTIONS. MINIMUM PIPE
GRADE SHALL BE MAINTAINED.
2. EXPANSION JOINTS MAY BE REQUIRED.
3. DESIGN CALCULATIONS SHALL BE SUBMITTED FOR
DEFLECTION AND THERMAL EXPANSION. DRAWINGS
AND SPECIFICATIONS SHALL BE SUBMITTED FOR
EXPANSION JOINTS.
NOTE: FITTINGS SHALL BE THE
SAME MATERIAL AS EXIST. SEWER
O�
WYE
PE X PE NIPPLE
SLEEVE
FLOW T
EXISTING SEWER EXISTING SEWER
lsa o-a
#57 STONE TO
SPRINGLINE
4go
SEE SERVICE
CONNECTION DETAIL
NOT FOR USE ON NEW CONSTRUCTION.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
SERVICE CONNECTION TO
EXISTING SEWER
DATE APPROVED: MARCH 2O17 2.07 - 01
0
w
CLAMP.TYP v
ROMAC "CB" SADDLE (OR EQUAL)
SHALL BE INSTALLED ACCORDING
TO THE MANUFACTURER'S
RECOMMENDATIONS
APPROX. I
2'-0" (TYP.)
NOTE:
THIS DETAIL IS FOR NEW CONSTRUCTION WITH LARGE
DIAMETER SEWERS (GREATER THAN 12")
EXISTINC
ELEVATION
N.T.S.
GKAUL
PIPE
SECTION
N.T.S.
_L I
COMPACTED TO 95% I
STANDARD PROCTOR PRIOR
TO SEWER EXCAVATION
NOTES:
1. WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION.
2. FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARY CONVENIENCES
WITHIN A SINGLE BUILDING, MAY BE CONNECTED TO A 4" MSD GRAVITY SERVICE LINE
PROVIDED THAT GRAVITY FLOW WILL BE MAINTAINED DURING PROPOSED MAXIMUM
DISCHARGE RATE FOR THE GRINDER OR EFFLUENT PUMP(S).
3. WHERE COVER IS LESS THAN 3 FT. DUCTILE IRON MUST BE USED.
4. WHERE DUCTILE IRON IS REQUIRED RISER MAY BE CONSTRUCTED WITH SCH. 40 PVC
2' MAX. UNLESS OTHERWISE INDICATED
COUNTERSUNK PVC PLUG
CLEANOUT BOX INSTALLED J
ON 8" OF COMPACTED PIPE
- IN -LINE WYE (REQ'D FOR
EMBEDMENT MATERIALS
LINES 12" AND LESS
SCHED. 40 PVC or D.I.P.
1 FT. SECTION OF PIPE WITH GLUED CAP
r BEND
I
SEWER LATERAL CONSTRUCTED AT 2%
GRADE UNLESS OTHERWISE INDICATED.
UNDISTURBED EARTH
PROVIDE STONE BEDDING
UNDER WYE (OR TAPPING
SADDLE) AND BEND
CONNECT TO EXISTING SEWER
SERVICE WITH APPROVED
"COUPLING" OR INSTALL PVC PLUG
FOR FUTURE SERVICE. WHEN
REQUIRED BACKFLOW VALVES
SHALL BE INSTALLED ON PORTION
OF LATERAL TO BE MAINTAINED BY
PROPERTY OWNER.
PVC REQUIRES 6" BEDDING
FULL LENGTH OF SERVICE TRENCH
SHALL BE COMPACTED IN 6" LIFTS
w
z o
w
O 00
w U
d b-
d rn
oz
M J
z
I =
TRENCH WIDTH
THE MINIMUM TRENCH WIDTH SHALL BE
THE NOMINAL PIPE DIAMETER PLUS 24",
EXCEPT THAT THE MINIMUM TRENCH
WIDTH SHALL NOT BE LESS THAN 48" IN
ANY CASE
UNDISTURBED EARTH
6"MIN
BACKFILL IN 12" LIFTS & COMPACT TO 92%
STANDARD PROCTOR. BACKFILL IN 6"
LIFTS & COMPACT TO 95% STANDARD
WHEN IN PAVED AREAS OR ON ROADWAY
SHOULDERS.
2'-0"
6"MIN.
INITIAL BACKFILL
LIGHTLY COMPACTED
PIPE EMBEDMENT ^^
MATERIAL TO
SPRINGLINE
TRENCH FOR PVC PIPE (15" DIA. AND LESS
N.T.S.
NOTES:
1. WALL THICKNESS SHALL BE SDR 35.
2. PVC PIPES REQUIRE #57 WASHED STONE PIPE EMBEDMENT
MATERIALS.
3. THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS
OF UP TO 20 FEET.
4. PVC PIPE NOT ALLOWED WITH LESS THAN 3'-0" COVER.
5. NO BOULDERS OR STONES WILL BE USED IN INITIAL BACKFILL.
6. WHEN TRENCH IS SUBJECT TO INUNDATION, EMBEDMENT MATERIALS
MUST EXTEND TO TOP OF PIPE.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
TRENCH FOR PVC PIPE
DATE APPROVED: MARCH 2O17 2.04 - 01
NOTES:
1. WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION.
2. FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARY CONVENIENCES
WITHIN A SINGLE BUILDING, MAY BE CONNECTED TO A 4" MSD GRAVITY SERVICE LINE
PROVIDED THAT GRAVITY FLOW WILL BE MAINTAINED DURING PROPOSED MAXIMUM
DISCHARGE RATE FOR THE GRINDER OR EFFLUENT PUMP(S).
3. WHERE COVER IS LESS THAN 3 FT. DUCTILE IRON MUST BE USED.
4. WHERE DUCTILE IRON IS REQUIRED RISER MAY BE CONSTRUCTED WITH SCH. 40 PVC
2' MAX. UNLESS
OTHERWISE INDICATED
COUNTERSUNK PVC
PLUG
GLUED
CAP
CLEANOUT BOX
1 1
INSTALLED ON 8" OF
COMPACTED PIPE
z p
EMBEDMENT
U
MATERIALS
Z//NOTE:
CL oUT OFF EXTENSION
nO CONNECT HOUSE SERVICE
ELROVIDE MINIMUM COVER OF
0") AND INSTALL CLEAN -OUT
CONNECT TO EXISTING SEWER SERVICE WITH
APPROVED COUPLING OR INSTALL PVC PLUG FOR
FUTURE SERVICE. WHEN REQUIRED BACKFLOW
VALVES SHALL BE INSTALLED ON PORTION OF LATERAL
TO BE MAINTAINED BY PROPERTY OWNER.
SEE DETAIL 2.07-03
FOR ADDITIONAL NOTES
45' BEND
LOOSE INITIAL
BACKFILL
LOOSE INITIAL
BACKFILL
UNDISTURBED EARTH
LIGHTLY COMPACTED
BACKFILL TO TOP OF
PIPE
UNDISTURBED EARTH
LOOSE INITIAL LIGHTLY COMPACTED LOOSE INITIAL BACKFILL COMPACTED
BACKFILL BACKFILL TO TOP OF BACKFILL TO 80% STANDARD
PIPE PROCTOR TO TOP OF
PIPE
PIPE BEDDED IN SAND,
p�j D
GRAVEL, OR CRUSHED
/) STONE TO 1/8th PIPE
� UNDISTURBED EARTH DIAMETER, 4" MINIMUM
TYPE 3 I TYPE 4
GRANULAR OR SELECT
BACKFILL COMPACTED UNDISTURBED EARTH
TO90% STANDARD
LOOSE INITIAL PROCTOR TO TOP OF
BACKFILL PIPE SEE DETAIL 2.05-02 FOR
ALLOWABLE DEPTHS
PIPE BEDDED TO
SPRINGLINE IN
GRANULAR MATERIAL TRENCH WIDTH
MINIMUM 4" BELOW THE MINIMUM TRENCH WIDTH SHALL BE
INVERT OF PIPE,
COMPACTED TO 90% THE NOMINAL PIPE DIAMETER PLUS 24 ,
TYPE 5 STANDARD PROCTOR EXCEPT THAT THE MINIMUM TRENCH
WIDTH SHALL NOT BE LESS THAN 48" IN
ANY CASE
UNDISTURBED EARTH
NOTES:
1. MINIMUM ALLOWABLE DEPTH OF COVER IS 3 FT.
2. IN ROCK OR WET SOIL, PIPE MUST BE BEDDED IN AT LEAST 6" OF CRUSHED STONED EMBEDMENT
MATERIAL BELOW THE INVERT OF THE PIPE.
3. GRANULAR MATERIALS ARE DEFINED PER THE AASHTO SOIL CLASSIFICATION SYSTEM (ASTMD3282)
OR THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487), WITH THE EXCEPTION THAT GRAVEL
BEDDING/BACKFILL ADJACENT TO THE PIPE IS LIMITED TO 2" MAXIMUM PARTICLE SIZE PER ANSI/AWWA
C600
4. THESE PIPES ARE ADEQUATE FOR DEPTHS OF COVER FROM 3 FT. UP TO THE MAXIMUM SHOWN
INCLUDING AN ALLOWANCE FOR A SINGLE H-20 TRUCK WITH A 1.5 IMPACT FACTOR UNLESS NOTED.
5. RING DEFLECTION LIMITED TO 3%, MINIMUM SAFETY FACTOR OF 2. EARTH LOAD BASED ON SOIL
WEIGHT OF 120 PCF.
2j" MIN.
IN ROADS
4"MIN.CLEARANCE
FROM BOTTOM OF
COVER TO TOP OF CLEANOUT
COUNTERSUNK
PLUG
3"MIN.
_'"Tl�
Q"
0
5
7 3/4" MIN.
4" OR 6" SEWER
CLEANOUT
RISER PIPE
6"MIN. WASHED
STONE BASE
NOTE
1. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL BE MANUFACTURED FROM GRAY
IRON (CAST IRON) MEETING THE REQUIREMENTS
OF AWWA C110 AND ASTM A536.
2. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL CONFORM TO PARAGRAPH 2.01(d)
OF ITEM II, SECTION VI OF MSD's TECHNICAL
SPECIFICATIONS (MADE IN THE U.S.A.)
3. NON -TRAFFIC LOCATIONS; SANITARY SEWER
CLEANOUT BOXES AND COVERS SHALL BE AS
MANUFACTURED BY EAST JORDAN IRON WORKS
MODEL 1566 (OR APPROVED EQUAL)
4. TRAFFIC LOCATIONS; SANITARY SEWER CLEANOUT
BOXES AND COVERS SHALL BE AS MANUFACTURED
BY EAST JORDAN IRON WORKS MODEL 1574 (OR
APPROVED EQUAL)
PRELIMINARY;
NOT FOR CONSTRUCTION
MSD PROJECT NO.
z
z
(f)
Oo
U)
>/
UJI
0
w
Q
C)
O
z
w
zw
w
�
W�
W
�
W�
a
>�
z
0w
z
�w
0
N06
�
WW
Z
�Q
O�
3:
Vaughn & Melton
firm License # f- 1 088
13 18-f Patton Ave.
Asheville, NC 288OG
828-253-279G
❑ Boone, NC
828-355-9933
Charlotte, NC
11
704-357-0488
❑ Knoxville, TN
8G5-54G-5800
❑ Middlesboro, KY
GOG-248-0000
N. Charleston, SC
11 843-5 GO-0085
❑ Spartanburg, SC
8G4-574-4775
www.voughnmelton.com
Copyright © 2007
FUI KIgnr5 Ke5ervecl
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 14 1 0-25
SCALE: NTS
DATE: OCT. 2020
fILE NAME: Phase III waterSewer.dwg
DRAWING TITLE:
SEWER DETAILS
DRAWING NO:
C-17

TRENCH
PIPE WIDTH GROUT
EMBEDMENT INSIDE JOINT
MATERIAL O
SECTION C-C
N.T.S.
CAST IRON
FRAME & COVER
12" MAX. BRICK
ADJUSTMENT
DETAIL "A"
N.T.S.
2 ROPES BUTYL
RUBBER
SEALANT
PIPE
EMBEDMENT
MATERIAL
MANHOLE
a
STEPS
MANHOLE
w
STEPS
SEE
p
co NEc
oN
DETAIL
L)
s q``
„A„
\�
o
=
a
4'- 0"
w
MINIMUM
w z
as
>�
wa
O
OJ
xLL
CENTERLINE OF
D
INLET PIPING IS
U w in
X
NOT ALLOWED IN
~ J
a
EITHER
FLEXIBLE
V z
o?
QUADRANT
C
MANHOLE
W ZO =
ADJOINING THE
L
SLEEVE OR
(9 () U
MANHOLE
ENTRANCE
OUTLET.
JOINT
A
2"
SECTIONAL
PLAN
N.T.S.
6" MIN. PIPE
EMBEDMENT MATERIAL
PIPE UNDISTURBED
EMBEDMENT NOTE: MANHOLE STEPS TO BE VERTICALLY
MATERIAL IN LINE WITH "INVERT OUT".
SECTION A -A
MANHOLE NOTES: N.T.S
1. FOR MANHOLES LARGER THAN 4 FT. DIA., MAINTAIN STANDARD DETj
FULL MANHOLE DIA. TO 6 FT. ABOVE INVERT BENCH. Metropolitan Sewerage
2. FOR 5 FT. AND 6 FT. DIA. MANHOLES, USE A of Buncombe County, North Carc
TRANSITION CONE TO REDUCE TO 4 FT. DIA. FOR 7
FT. TO 10 FT. DIA. MANHOLES, USE A TRANSITION STANDARD MAN TOP TO REDUCE TO 4 FT. DIA.
DATE APPROVED: MARCH 2O17
CONCP— ""'^"^^
BOLTS(
5/8"0 LIFTING BAR (TYP.)
5/8" 0 LIFTING BAR (TYP.)
STANDARD RING AND COVER
N.T.S
MATCH FRAME TO EXISTING GRADE
2-0 FOR LANDSCAPED LOCATIONS
0
�w C') a
U)
LU J U)
Z= o
x Z 2"x1/4" BUTYL
J
CONCRETEANCHOR
PRECAST MANHOLE BOLT FOUR (4) MIN.
FRAME SET IN NON -ROADWAY LOCATION
N.T.S
MACHINED
X SURFACES
a
GROUT PAVEMENT
BRICK -GROUT
ALL JOINTS
X
v
2"x1/4"
BUTYL
PRECAST CONCRETE
GRADE RING
3 BRICKS (MAX.)
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
NOTE: STANDARD DETAIL
1. WHERE M.H. IS IN ROAD SHOULDER AND ROAD Metropolitan Sewerage District
DOES NOT HAVE CURB AND GUTTER, DO NOT USE I� g
ANCHOR BOLTS IN FRAME. of Buncombe County, North Carolina
2. "MSD OF BUNCOMBE COUNTY" TO APPEAR ON STANDARD MANHOLE
COVERS ONLY WHEN THE SEWER SYSTEM IS TO BE
MAINTAINED BY MSD FRAME & COVER
DATE APPROVED: MARCH 2O17 2.11
CENTERLINE OF INLET PIPING IS NOT
ALLOWED IN EITHER QUADRANT
ADJOINING THE MANHOLE OUTLET.
STANDARD
MANHOLE
SEWER PIPE
/ 6" MIN.
�Eo
�o
P I
12"
' FLOW
MANHOLE 12
oN
STEPS
FORMED CLASS
"B" CONCRETE
SECTIONAL PLAN (FOUNDATION)
N.T.S.
FLEXIBLE MANHOLE
SLEEVE OR DROP CONNECTIONS ON
ENTRANCE JOINT SEWERS LARGER THAN 15" DIA.
REQUIRE DESIGN SUBMITTAL BY
THE ENGINEER
ALL PIPING OF DROP
FEATURE SHALL BE
MECHANICAL JOINT D.I.P.
CONNECTION PER
MSD STANDARDS
DIP EXIST. PIPE
12" �5'MIN.�
MIN.
SDR 35 PVC OR D.I.P.
IN ACCORDANCE W/
MSD STANDARDS
FORMED FLOWABLE FILL
TO SPRINGLINE OF PIPE
UNDISTURBED
COMPACTED BACKFILL
(PER MSD STANDARDS)
FORMED CLASS B CONCRETE
UNDISTURBED TO SPRINGLINE OF PIPE
\_ 6" MIN. PIPE EMBEDMENT
SECTION A -A MATERIAL (#57 OR #67 STONE)
N.T.S
NOTES: STANDARD DETAIL
MANHOLE STEPS TO BE VERTICALLY IN LINE WITH Metropolitan Sewerage District
"INVERT OUT" FOR ALL PIPES. USE TYPE I AND TYPE II of Buncombe County, North Carolina
2"
MANHOLE
STEPS
H o
<w
Q
U a
w=
N
a
Of
w �7
0 Uj Z
O Z Q z
0 OU U o
k M
DROPS FOR SEWER GRADES UP TO (AND INCLUDING)
5% ONLY.
FLOW
PLAN
N.T.S.
MATCH CROWNS WHEN
CONNECTING SERVICES
TO MANHOLES
SECTION
N.T.S.
SEWER
SERVICE
SEWER
SERVICE
CAST IRON FRAME & COVER
CONCENTRIC CONE BRICK ADJUSTMENT(12" MAX)
GROUTED OR PRECAST
CONCRETE"U"SHAPED
INVERT CHANNELS 4
SEE DETAIL "A" o
FLEXIBLE N
MANHOLE 1b
SLEEVE OR o
ENTRANCE It
JOINT NOTE:
WHEN NON -FLEXIBLE CONNECTION
Z IS APPROVED, FIRST PIPE JOINT
SHALL BE NO MORE THAN 12"
iv FROM MANHOLE WALL.
PIPE
EMBEDMENT
I
MATERIAL
UNDISTURBED
6" MIN. PIPE
SECTION A A
EMBEDMENT MATERIAL
N.T.S
`SIZE OF BASE MAY NOT PERMIT BOOT IN WHICH CASE
NON -SHRINK GROUT SHALL BE USED TO MAKE GROUT
CONNECTION -REFER TO NOTE AT UPPER RIGHT INSIDE JOINT
PIPE
EMBEDMENT
MATERIAL
2 ROPES BUTYL
RUBBER
SEALANT
DETAIL "A"
CONNE T/pNs N.T.S.
i
TRENCH
A = o PIPE WIDTH
EMBEDMENT
MATERIAL O
O
CENTERLINE OF ILL
INLET PIPING IS
NOT ALLOWED IN
EITHER SECTION C-C
QUADRANT N.T.S.
ADJOINING THE C C
MANHOLE
OUTLET.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
SECTIONAL PLAN
N.T.S. SHALLOW MANHOLE TYP
_.. _.E
PIPE O.D. + 24"�
CONCRETE ENCASEMENT DETAIL
N.T.S
#4 HOOP PIPE
EMBEDMENT
OPENING FOR C.I. MATERIAL
\ FRAME & COVER
#4 REBARS
EXTRA ` �I A
#6 REBAR
#6 @ 6" O.C.
#4 REBARS
CENTERLINE
TOP SLAB INLET PIPING IS
REINFORCING STEEL NOT ALLOWED IN
EITHER C
QUADRANT
ADJOINING THE
MANHOLE
CAST IRON FRAME & COVER OUTLET.
12" MAX. BRICK
ADJUSTMENT 11
FLEXIBLE
MANHOLE
SLEEVE OR
ENTRANCE
JOINT
4"
SECTIONAL PLAN
N.T.S.
C
\ AI
� I 2 ROPES
BUTYL
= RUBBER
H
SEE DETAIL "A" o SEALANT
x GROUT
4'-0" INSIDE JOINT
MINIMUM
r7
DETAIL "A"
N.T.S.
2" MAX.
TRENCH
WIDTH
PIPE 6" MIN. PIPE O
EMBEDMENT UNDISTURBED SOIL EMBEDMENT MATERIAL
MATERIAL
PIPE
EMBEDMENT
SECTION A -A MATERIAL N.T.S SECTION C-C
N.T.S.
NOTE: STANDARD DETAIL
FLAT TOP M.H. NOT ALLOWED WITHOUT Metropolitan sewerage District
PRIOR DISTRICT APPROVAL of Buncombe County, North Carolina
SHALLOW MANHOLE TYPE II
DATE APPROVED: MARCH 2O17 2.11 - 03
Depths of Paving Courses for Pavement Repairs Not Requiring Binder
Classification
Base Course
Binder
Surface Course
Light Duty Commercial Drive
8" ABC compacted to
No binder needed
2" of RSF or SF 9.5A
100% standard
compacted to 90% of
proctor
maximum lab density
Residential Drive
8" ABC compacted to
No binder needed
2" of RSF or SF 9.5A
100% standard
compacted to 90% of
proctor
maximum lab density
SAW CUT
OVERLAY AS
EXISTING 1, 0„
PAVEMENT
DIRECTED
BY THE ENGINEER
EXISTING PAVEMENT
BITUMINOUS TACK COAT
EXISTING BASE COURSE
i
SURFACE COURSE
AGGREGATE BASE COURSE
DRY
UNDISTURBED
TRENCH BACKFILL MATERIAL
EARTH
COMPACTED TO 95%
STANDARD PROCTOR IN 6"
q
LIFTS.
N
INITIAL BACKFILL SEE
TRENCH DETAILS.
PRIVATE DRIVE AND PARKING LOT PAVEMENT REPAIR
EXISTIN
DRY -
UNDISTURBED
EARTH
NOTES
(IN AREAS OF NON -HEAVY DUTY TRAFFIC)
N.T.S.
GRAVEL SURFACE REPAIR
1. EDGES ARE TO BE SAW CUT WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND BROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK.
2. PAVEMENT REPAIR DETAIL SHALL BE USED FOR ALL
BITUMINOUS SURFACES WHICH ARE NOT UNDER
CONTROL OF THE N.C.D.O.T. OR BILTMORE FOREST.
JG GRAVEL
" OF A.B.C. COMPACTED TO
00% STANDARD PROCTOR
J 4" LIFTS.
RENCH BACKFILL MATERIAL
OMPACTED TO 95%
TANDARD PROCTOR IN 6"
I FTS.
„JITIAL BACKFILL SEE
TRENCH DETAILS.
PRELIMINARY;
NOT FOR CONSTRUCTION
MSD PROJECT NO.
z
O
U
ZLLJ
(f)
Oo
W
LINJ
0J
w
Q
0
O
z
w
zw
w
�
W�
W
2i
_j
�
W�
a
>�
z
�w
z
�w
2
U)
0
N�
�
WW
Z
U)Q
O�
Vaughn & Melton
Firm License # F- 1 088
13 18-F Patton Ave.
Asheville, NC 288OG
828-253-279G
Boone, NC
13 828-355-9933
❑ Charlotte, NC
704-357-0488
Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-0000
❑ N. Charleston, SC
843-5 GO-0085
Spartanburg, SC
13 8G4-574-4775
www.voughnmelton.com
Copyright © 2007
F11I Klgnc5 r�e5erveca
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NTS
DATE: OCT. 2020
FILE NAME: Phase III waterSewer.dwg
DRAWING TITLE:
SEWER DETAILS
DRAWING NO:
C-18 ---------- --

2780
2760
2740
2780
2760
fp1Lte7
a
NEW AIR COMBINATION VALVE ON HIGH SIDE OF BRIDGE
NEW 6" DI 45" ELBOW FACING DOWN,
RESTRAINED TYPE, ALONG WITH STAINLESS STEEL
TIE —DOWNS PER DETAIL 2 ON SHEET C-20.
PROPOSED
GRADE
3' COVER
OVER PIPE
NEW 6" 450 ELBOW (RESTRAINED) BELOW
PROPOSED PIPE INV. ELEV. AT
EXTERIOR FACE OF END BENT No. 1
PER DETAIL 4, SHEET C-20
1
C-19
NEW MH A-31 (DROP h
TOP OF MH FRAME AND
TOP OF FLAT PRECAST
INV. IN: 2757.42'
PROPOSED S
AT EXTERIOR FACE OF END BENT No. 1
END BENT NO. 2
END BENT NO. 1
EXISTING GROUND
NEW 6" DI 450 ELBOW FACING DOWN,
RESTRAINED TYPE, ALONG WITH STAINLESS
STEEL TIE —DOWNS PER DETAIL 2 ON
SHEET C-20.
i
Ld L 3' COVER
OVER PIPE
NEW 6" 450 ELBOW (RESTRAINED) BELOW
PROPOSED PIPE INV. ELEV. AT
EXTERIOR FACE OF END BENT No. 2
PER DETAIL 4, SHEET C-20
NEW 6" DIP WATER LINE (AERIAL) BRIDGE SUPPORTED PER DETAIL SHEET
- EX. LOW CHORD
SECTION ALONG SOUTH SIDE (WATER LINE PROFILE)
2
C-19
TOP OF NEW PIPE
APPROX. ELEV. 2758.2't
__1NS1DE__FAC-­E -0F E-X-. WINGWALL
-�2 75
q
BRIDGE
L/\I-) 111 V V 1-111 \VV1 VV
SECTION ALONG NORTH SIDE (SEWER LINE PROFILE)
1 "=10'
NEW 8" DIP SEWER LINE
PROPOSED
GRADE
A-31 A
AH FRAME AND LID: 2768.5'
"LAT PRE —CAST SECTION: 2868.0
2765.65'
ELEV. 2763.0'f
BENT No. 2
\ \\ \ PROPOSED REINFORCED CONCRETE SIDEWALK
FOR PIPE PROTECTION BELOW.
PROPOSED HEATED ENCLOSURE (FOR AIR
32'-73/16 \ COMBINATION VALVE ON WATER LINE).
TOTAL LENGTH OF BRIDGE REFER TO SHEET C-20 FOR SITE DETAILS.
(30'-0" CORED SLABS) NEW 6" DIP WATER LINE
PROPOSED UTILITIES ON EXISI�NG BRIDGE - PLAN
1. WATERLINE: USE DUCTILE IRON TRFLEX JOINT PIPE AN FITTINGS (CLASS 350)
WITH TYTON GASKETS. PROVIDE ADDITIONAL RESTRAINED HARNESS ON
AERIAL CROSSINGS AS NOTED ON THE PLANS.
2. AERIAL SEWER PIPE: USE DUCTILE IRON TYTON JOINT PIPE, CLASS 350 WITH
FIELD LOK 350 RESTRAINED GASKETS.
3. BURIED SEWER PIPE: USE DUCTILE IRON TYTON JOINT PIPE CLASS 350 WITH
TYTON GASKETS. WHERE NOTED ON THE PLANS, USE PVC SDR 35 GRAVITY
SEWER PIPE WITH LOCK -IN TYPE GASKETS.
4. PAINTING SCHEDULE:
"EXTERIOR EXPOSED PIPE" - INTERMEDIATE COAT: SERIES N69 HI -BUILD
EPDXOLINE II OR EQUAL. DFT 2-3 MILS. FINISH COAT: SERIES 740 UVX
ENDURA SHIELD OR EQUAL. DFT: 3 TO 4 MILS.
"INSULATED PIPE" - FINISH COAT: SERIES 1028 TUFCRYL OR EQUAL. DFT
1.5 TO 2.0 MILS.
"METAL ANCHORAGE (RESTRAINING RODS, HARNESSES, ETC.)" - ONE
COAT: TNEMEC SERIES 46-465 HEAVY TNEMECOL, OR TAR GAURD. DFT 8
TO 12 MILS.
5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL HAVE CEMENT MORTAR LINING
IN ACCORDANCE WITH AWWA C104, C151 AND C110. EXTERIOR COATING OF
PIPE AND FITTINGS SHALL BE BITUMINOUS FOR BURIED APPLICATIONS.
EXPOSED (ABOVE GROUND) PIPE AND FITTINGS SHALL HAVE A FACTORY
APPLIED PRIMER (INSTEAD OF BITUMINOUS) SUCH AS TNEMEC SERIES 66,
HI -BUILD EPDXOLINE OR EQUAL. INTERMEDIATE AND FINAL COATS FOR
EXPOSED PIPE AND FITTINGS SHALL BE PER PAINTING SCHEDULE NOTED
ELSEWHERE.
6. ALL FIELD APPLIED COATINGS SHALL BE MADE/FINALIZED PRIOR TO
MOUNTING PIPES ON THE BRIDGE.
PRELIMINARY;
NOT FOR CONSTRUCTION
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
0
c
z�
Oo
w
w
Q
0
0
z
LL1
>
0�
Z
Cn
LU
a
W
U)
W
I-
z
O
LL1
G
J
Q
10�
WI—
C)
Z
O
O
w
z
LLJ
z
Z
�(/)
O
O
N
°�
m
W
Lu
O
Z
C/)~
Q
Q
z
�
Z
O
Im
Vaughn & Melton
Firm License # F- 1088
13 18-F Patton Ave.
AShevllle, NC 2880G
828-253-279G
Boone, NC
828-355-9933
❑ Charlotte, NC
704-357-0488
❑ Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-0000
❑ N. Charleston, 5C
843-5 GO-0085
❑ Spartanburg, 5C
8G4-574-4775
www.vaughnmelton.com
Copyright © 2007
FAII Kignc5 r<,eserveca
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: OCT. 2020
FILE NAME: Phase III Water5ewer.dwg
DRAWING TITLE:
BRIDGE PLAN
AND PROFILES
DRAWING NO:
C-19

INSTALL EXPANSION
JOINT BETWEEN NEW
AND EXISTING CONCRETE
LAYERED EXPANSION JOINT
BETWEEN MANHOLE AND
CONCRETE SIDEWALK
TOP OF MANHOLE FRAME
AND LID ELEV. 2760.5t
FLOW
TOP OF ASPHALT ELEV. 2759'f
TOP OF FLAT PRECAST
SECTION ELEV. 2760'f
NEW (FLAT TOP) SANITARY _
SEWER MANHOLE A-31 (BELOW)
NOTES:
1. HEATED ENCLOSURE ABOVE AIR VALVE NOT SHOWN ON
THE DETAIL BELOW FOR CLARITY. CONTRACTOR TO
CENTER HEATED ENCLOSURE ABOVE NEW AIR VALVE.
2. NO AIR VALVE OR HEATED ENCLOSURE IS REQUIRED AT
THE WATERLINE ELBOW ON END BENT No. 1.
NEW PVC DRAIN PIPE
NEW 2" AIR COMBINATION VALVE
(SEE NOTE 2 ABOVE)
NEW 2" STAINLESS STEEL BALL VALVE
NEW 2" STAINLESS STEEL PIPE
INSTALL 6" PVC CASING
PIPE IN CONCRETE PAD
INSTALL EXPANSION JOINT BETWEEN
NEW AND EXISTING CONCRETE \
EX. CONCRETE
END BENT
TOP OF CONCRETE ELEV. 2760'
EX. CONCRETE WINGWALL
NEW CORE ON EXISTING
CONCRETE END BENTS
d2'-6"
I °a
� °
I n od
' a
APIPE
d
"
TOP OF NE
ELEV. 2758.2't
CONCRETE FOOTER BELOW (TYP.)
NEW CONCRETE SIDEWALK
TOP OF SIDEWALK ELEV. 2760'
TOP OF ASPHALT ELEV. 2760't
NEW PIPE SUPPORT HANGERS (TYP.)
(SEE DETAILS ON SHEET C-22)
5'-0"
2'-0"
W.P. #
5'-0"
SEWAGE
FLOW
PROPOSED
8" DIP SEWAGE LINE (AERIAL) BRIDGE
SUPPORTED. PAINTED PER PAINTING SCHEDULE.
1 NEW PIPE SUPPORT HANGERS (TYP.)
(SEE DETAIL ON SHEET C-22)
1'-5" (APPROX.)
5'-0" 5'-0" 5'-0" 2'-6" CONTRACTOR TO CORE DRILL OPENING FOR
PROPOSED SEWER LINE TYP. AT 2 PLACES
ON EXISTING CONCRETE END BENT.)
2'-0" If
INSTALL 8" MEGAFLANGE
RESTRAINED FLANGE ADAPTER
INSTALL PIPE BELL PROPOSED FLANGE JOINT CONNECTION
IN THIS VICINITY WITH 316 S.S HARDWARE TYP. FOR
TYPE II ELEVATED CROSSING
FLANGED TO PLAIN END
PIPE SECTION
4'-0" CLEARANCE TO NEW ELBOW
TYP. @ BOTH END BENTS
INSTALL TWO (2) NEW PIPE BOLLARDS
PER STANDARD DETAIL (PAINTED YELLOW) �\
NEW 4" FLOOR DRAIN
NEW ELECTRICAL CONDUIT
FOR HEATED ENCLOSURE
(SEE NOTE 1 ABOVE)
NEW CONCRETE PAD
ad a a
A ° ° d d °
INSTALL GRAVEL BACKFILL
• ° , INSTALL ELECTRICAL CONDUIT
TO ELECTRICAL STAND
I
I
NEW AERIAL DIP NEW TR FLEX PUSH ON 450
WATERLINE < ELBOW (RESTRAINED) WITH
TWO WELDED TIE DOWN LUGS
INSULATED PIPE ° •
° • °
NEW STAR TIECLAMPS (TYP.) G °
'A
is • ° ° NEW RESTRAINED
° ° ° SUPERSTAR TIE PINS
r t
d ^ ° NEW STAR TIECLAMPS (TYP.)
PROVIDE 2" THREADED CONNECTION NEW DIP WATERLINE
OR 316 SADDLE FOR AIR VALVE
CONNECTION PER STANDARD DETAIL.
2 WATER LINE TIE -DOWN DETAIL (TYP. @ 2 PLACES)
C-20
3
C-20
NOT TO SCALE
13KIUGE WALL
AERIAL PIPE HEAT TAPE MOUNTING DETAIL
NOT TO SCALE
C
PROPOSED RESTRAINED ELBOW
FACING DOWN (BELOW).
REFER TO DETAIL 2 THIS SHEET.
NEW 10" CORE ON EXISTING
CONCRETE END BENT. TYP.
® BOTH ENDS OF BRIDGE.
1
C-20
DCCTDAIAIEr) InIKIT rnKIKICrTnR
NEW PIPE SUPPORTS PER
DETAILS ON SHEET C-22
INSTALL PIPE BELL
IN THIS VICINITY
PLAIN END TO BELL END
PIPE SECTION
2'-6" 5'-0" 5' 0" 5'-0" 5'-0"
3'-0"
1'— (TYP.) 1'-6
(TYP. (TYP.)
re
2'-0"
T INSTALL TWO (2) NEW RESTRAINED
r JOINTS WITH MEGALUG SERIES
1700 HARNESS IN THIS VICINITY
AERIAL WATER PIPE IS TO BE INSULATED,
HEATED AND ENCLOSED IN WEATHERPROOF
JACKET. REFER TO DETAIL
AERIAL PIPE INSTALLATION (PLAN VIEW)
1 "=3'-0"
1'-0" 11 10"
-I-
-7 1 /2"
EXISTING CONCRETE CORED SLAB
PROPOSED DIP TYP.
FOR 6" AND 8" PIPES
ER
4'
EXISTING
CONCRETE
END BENT
2" CL. (TYP.)
T,
PROPOSED CORE FOR 8" SEWER AND
FOR 6" WATER ON EX. CONCRETE
END BENT (UPPER AND LOWER END)
FILL — /
• FACE O 1
I
4'-6" TYP.
•
•
CONTRACTOR TO GROUT OPENING
AROUND ALL 4 PIPE LOCATIONS
C•
rn
I
N
EXISTING HP
1'-4 1 /2" 1'-4 1 /2" STEEL PILE
2'-9
4 SECTION A -A (END BENT) TYPICAL WALL PENETRATION
C-20 NOT TO SCALE
5
C-20
INSTALL TWO (2) NEW PIPE BOLLARDS
PER STANDARD DETAIL (PAINTED YELLOW)
W.P. #2
INSTALL THREE (3) PIPE BOLLARDS PER
STANDARD DETAIL (PAINTED YELLOW).
TO BE FIELD LOCATED AND CLEAR
FROM FLIP —TOP HEATED ENCLOSURE
PRELIMINARY; NOT FOR
CONSTRUCTION
5'-0" \ 2'-6" NEW CONCRETE
1'-6"
2 —0
PROPOSED 6" DIP AERIAL
WATER LINE (INSULATED)
PROPOSED PIPE SUPPORT
HANGERS (TYP. AT 3 PLACES)
SEE DETAIL ON SHEET C-22.
INSTALL SECOND
ELECTRICAL CONDUIT BELOW
FREEZE PROTECTION SELF
REGULATING HEAT CABLE
SECURED TO PIPE. REFER
TO DETAIL 3 SHEET
C-20.
PAINTED DI PIPE
PER PIPE SCHEDULE.
SIDEWALK FL.
NEW 4" ELEV. 2767't
FLOOR DRAIN
O ` NEW 4" PVC DRAIN FROM
�— 3" ENCLOSURE TO DAYLIGHT
d< ° PER STANDARD DETAIL
0 0
m NEW ELECTRICAL
SERVICE STAND
SECURE STAND TO CONCRETE FLOOR WITH
STAINLESS STEEL OR GALVANIZED HARDWARE
INSTALL UNDERGROUND ELECTRICAL
CONDUIT TO HEATED ENCLOSURE
PROPOSED RESTRAINED ELBOW
FACING DOWN (BELOW)
NEW AIR COMBINATION
VALVE INSIDE ENCLOSURE
CONTRACTOR TO DRILL 10" DIAMETER CORE (TYP.
AT 2 PLACES ON EXISTING CONCRETE END BENT.)
INSTALL AND SECURE ELECTRICAL CONDUIT
ON EXISTING CONCRETE WINGWALL
ALUMINUM ROLL JACKETING SYSTEM
WITH STUCCO EMBOSSED FINISH, 0.024
INCH THICKNESS, AND PAINTED. COLOR
SELECTION BY OWNER. BY ITW
INSULATION SYSTEMS OR EQUAL.
AFLEX 2" CLOSED —CELL NON WICKING AP ARM
ANTIMICROBIAL SHEET/ROLL INSULATION
SYSTEM OR EQUAL. THERMAL CONDUCTIVITY:
0.25 BTU—IN/HR/FTZ ^F WATER VAPOR
TRANSMISSION: 0.05 PERM —INCH MOUNTED
WITH ADHESIVE. METAL BANDS SHALL BE
GALVANIZED STEEL OR ALUMINUM AND PLACED
AT A RATE OF TWO BANDS PER SECTION.
WATER PIPE INSULATION AND COVER CROSS SECTION (TYPICAL)
MSD PROJECT NO.
NOT TO SCALE
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
0
co
Iz
Z
w
Oo
U)
W
!Y
W
Q
O
z
w
zw
w
�
W�
W
2
_j
�
W�
a
>�
z
�w
z
0.w
0
N�
�
WW
Z
U)Q
O�
Vaughn ilIL Melton
Firm License # F- 1088
13 18-P Patton Ave.
AShevllle, NC 2880G
828-253-279G
Boone, NC
828-355-9933
Charlotte, NC
El
704-357-0488
Knoxville, TN
El
8G5-54G-5800
Middlesboro, KY
El
GOG-248-0000
N. Charleston, 5C
El 843-5 GO-0085
❑ Spartanburg, 5C
8G4-574-4775
www.vaughrmeltor.com
Copyright D 2007
FAII Kignc5 reserveca
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: OCT. 2020
FILE NAME: Phase III Water5cwcr.dwg
DRAWING TITLE:
BRIDGE
DETAILS
DRAWING NO:
C-20

TOP CAP, TYP.
9'H x 4" DIA. SCHEDULE 40
GALVANIZED STEEL POSTS
FILLED WITH CONCRETE
FH
SERVICE ENTRANCE
TYPE -UNDERGROUND
VOLTAGE - 120/240V
PHASE - 1 PHASE, 3 WIRE
AMP - 100
19
in
GALVANIZED STEEL UNISTRUT
MOUNTING FRAME ANCHORED
TO STEEL POSTS.
36"
/T/
B
HEAT :L:ELA: 0
TRACE
CONTROLLER
J
d
d
c a d
da
a
d C
ELEVATION - FRONT C
1
C-21
O
2
C-21
GALVANIZED BASE PLATE
ANCHORED TO CONCRETE
FLOOR (SEE DETAIL BELOW)
CONCRETE FLOOR
NOTES
OHEAT TRACE CONTROLLER IN NEMA 4X STAINLESS STEEL ENCLOSURE (12"x14"x6") WITH PADLOCKING HASP AND PADLOCK.
OB RAINPROOF COMBINATION SERVICE ENTRANCE PANEL (48"x19"x6")
OC 3/4" FEEDER TO HOT BOX ENCLOSURE
LA LOW VOLTAGE LIGHTING ARRESTOR, SSI ADVANTAGE SERIES 90 KA 120/240V OR EQUAL.
OG 1" C. BY FOR HEAT CONTROLLER
OH 1" C FOR HEAT TAPE
OI 3/4" C FOR TEMPERATURE SENSOR.
JO 2" C, INCOMING SERVICE
8"x8" x 1/2" THICK GALVANIZED PLATE. TYP.
SCHEDULE 40 PIPE WELDED TO BASE PLATE. TYP.
Y4" DIAM. HOLES FOR CONCRETE ANCHORS (4 REQUIRED PER PLATE) TYP OF 2.
ELECTRICAL SERVICE AND HEAT TRACE CONTROLLER MOUNTING DETAIL
NOT TO SCALE
100A COMBINATION
SERVICE ENTRANCE
O
HOT BOX ENCLOSURE MODEL HB2-DT
WITH PADLOCK HASP OR EQUAL
HEAT TRACE CONTROLLER
THERMON TRACENET
MODEL TCM 2-1 WITH
PADLOCK HASP OR EQUAL
0
O
#2G
FINISHED GRADE
MINIMUM 60 LF OF BSX HEAT
TAPE MOUNTED ON PIPELINE
O
REFER TO GROUNDING
DETAILS ON THIS SHEET.
POWER RISER DIAGRAM
A B
MAIN BRK.
IOOA
A B
NOT TO SCALE
5/N
HEL
TERMINAL BOX - THERMON METALLIC
MODEL ECA-1-SR (120 VOLTS) (ON PIPELINE)
MODEL VIL-4C-SR WITH
ET-6C KIT AND END OF
CIRCUIT LIGHT
TEMPERATURE SENSOR HOUSING
RTD-100 WITH B10 PIPE STRAP
(ON PIPELINE)
LOADS
LOADS
DE5IGNATION TYPED
ON DIRECTORY
COND.
(")
GRND.
WIRE
51ZE
BRK'R.
TYPE
BRK'R.
51ZE
CKT
NO.
1
3
5
7
9
I I
CKT
NO.
2
BRK'R.
51ZE
BRK'R.
TYPE
WIRE
51ZE
GRND.
COND.
(")
DESIGNATION TYPED
ON DIRECTORY
KVA OR
KW
KVA OR
KW
A
B
C
A
B
C
HEAT CONTROLLER
1"
10
10
GFI
30
20
GFI
12
1 2
3/4"
HOT BOX ENCLOSURE
SPARE
3/4"
12
12
20
4
20
12
12
3/4"
SPARE
SPARE
314"
12
12
20
G
20
12
12
3/4"
SPARE
SPARE
SPARE
SPARE
SPARE
8
SPARE
10
SPARE
12
SQUARE D TYPE HOMELINE, QO PANELBOARD WITH
FACTORY INSTALLED SERVICE DISCONNECT, PADLOCKING
HASP AND PADLOCK, OR EQUAL. (SURFACE MOUNTED)
SUPPLY: 1 20/240-VOLT, 1 -PHASE,3-W I RE
BUSSES/NEUTRAL:100A
MAINS:100A MAIN BREAKER @ TOP
FEEDER:SEE "POWER RISER DIAGRAM"
PROVIDE COPPER GROUND BUS.
PANEL SHALL BE RATED 22,000 AIC (INTEGRATED EQUIP. RATING)
SPECIAL FEATURES: NEMA 3R, METAL HOUSING
4
C-21
PANEL ABBREVIATIONS
5T SHUNT TRIP ACTIVATED BREAKER
GFI GROUND FAULT CIRCUIT INTERRUPTED BREAKER
AIC SHORT CIRCUIT AMPERE INTERRUPTING CURRENT
OI REFER TO FEEDER SCHEDULE FOR CIRCUIT SIZES.
PANEL SHALL HAVE COPPER BUSSING.
MAIN PANEL
NOT TO SCALE
POWER COMPANY INFORMATION
DUKE ENERGY
555 BREVARD ROAD
ASHEVILLE, NC 28806
[phone]
CONTACT:
FEEDER SCHEDULE
MARK
AMPERE
DE5CRIPTION
CONDUCTORS
CONDUIT 51ZE
NOTE
O
100
INCOMING SERVICE
3 - #2 AND 1 - #2G
2" RMC
ABOVE GROUND
(D
100
INCOMING SERVICE
3 - #2 AND 1 - #2G
2" PVC
UNDERGROUND
O
5
TEMP SENSOR
3 - #16 SHIELDED
3/4" RMC
ABOVE GROUND
4
30
HEAT TAPE
3 - #10 SHIELDED & 1 - #10G SHIELDED
1" RMC
ABOVE GROUND
(D
20
HOT BOX
3 - #12 AND 1 - #12G
3/4" RMC
UNDERGROUND
G
30
HEAT TRACE CONTROLLER
3 - #10 AND 1 - #10G
1" RMC
ABOVE GROUND
TO GROUND
BUS
3
C-21
5
C-21
#2
CLAMPS —
(COPPER)
8'-0"
3-RODS REQUIRED
5/8" x 8'-0"
COPPER ROD
615883 ROD &
HDC58 CLAMP
12'-0" MIN.
GROUNDING DETAIL
NOT TO SCALE
UNDERGROUND SERVICE.
COORDINATE REQUIREMENTS
WITH POWER COMPANY.
#2 TO PIPE
INSIDE VAULT
NOTES:
1. ELECTRIC HEAT TRACE CONTROLLER SHALL TURN HEATER
ON WHEN AMBIENT TEMPERATURE DROPS TO 35° F. SET
CONTROLLER TO TURN OFF WHEN AMBIENT TEMPERATURE
RISES TO 40° F.
2. ELECTRICAL CONTRACTOR TO VERIFY LENGTH OF HEAT
TAPE AND SIZE OF CIRCUIT BREAKER PER MANUFACTURER'S
GUIDELINES.
3. PADLOCKS FOR THE ELECTRICAL SERVICE PANEL, HEAT
TRACE CONTROLLER AND HOT BOX ENCLOSURE SHALL BE
FURNISHED AND INSTALLED BY CONTRACTOR. PADLOCK
TYPE SHALL MEET COA SPECIFICATIONS.
COMBINATION SERVICE
ENTRANCE PANEL
m
GROUND TO MAIN WATER LINE, SERVICE NEUTRAL AND 3 DRIVEN
GROUND RODS SEPARATED A MINIMUM OF 12'-0". GROUND RODS SHALL
100 BE 8'-0", 5/8" DIAMETER, COPPER CLAD. MAIN GROUNDING ELECTRODE
SHALL BE #2 BARE COPPER TO WATER LINE AND TO DRIVEN GROUND
RODS. TYPE 1 SPD/TVSS
120 / 240V
I PH, 3W
GROUND RODS PIPELINE
SERVICE FEEDER AND GROUNDING DIAGRAM
NOT TO SCALE
MSD PROJECT NO.
CONNECTED LOAD TABULATION
LOADS I N KW
EXISTING
NEW
SINGLE
PHASE
THREE
PHASE
SINGLE
PHASE
THREE
PHASE
LIGHTING
MOTORS (HEAT TRACE)
1.0
VENTILATION
HEAT
1.0
RECEPTACLES
EMERGENCY
MISCELLANEOUS
FUTURE ALLOWANCE
2.0
TOTAL
4.0
ELECTRICAL NOTES
1) All Control Panels shall be Deadfront type construction.
2) Panel Wiring Shall be NEMA Type C wiring for controls with direct
cable connection to the motor controller.
3) Thermal Overload relay shall be melting alloy type sized per
nameplate rating of the motor.
4) Control Voltage shall be 120 volts with a minimum 500 va control
transformer.
5) Site voltage and metering to be approved by local
power supplier.
6) Provide NEMA L5-20R GFI receptacle at panel.
Power shall be derived from control transformer.
7) All wiring shall be type THHN-2 or XHHW-2 (90°c) or equal,
unless noted otherwise. Refer to wires and cables technical
section for all other wire requirements.
8) All outdoor Electrical Enclosures shall be NEMA 4X Stainless
Steel with Stainless Steel hasp for padlocking.
9) Refer to Site Plan for actual orientation of Conduit Runs.
10) All exterior mounting hardware shall be galvanized or
stainless -steel 304 suitable for exterior installation and service.
11) All electrical bends shall be long radius type.
12) Where equipment enclosure does not come with a padlock
hasp, the contractor shall enclose such unit in a separate NEMA
4X enclosure with padlock hasp.
ELECTRICAL SCHEDULE
SERVICE ENTRANCE
Meter
PLUG-IN
Ampere Rating
100
Voltage
120/240
Phase/wire
1 phase, 3 wire
Service Disconnect
Main Breaker
100A - 2 - POLE
Int. cap (A.I.C.)
22,000 Amp
Conductors
Phase
3 - #2
Grounded (Net.)
1 -#2
Ground
1 -#2
Raceways
Service
2" RMC
Pumps
N/A
Controls
2" PVC
Weatherhead
2"
Grounding Electrode
Made (rods)
3 - 8'-0" copperweld
Conductor size
#2 solid
Pole
BY UTILITY
PRELIMINARY;
NOT FOR CONSTRUCTION
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
O
U
Z
w
Oo
U)
>
LLI
Q
0
O
z
W
>
U)
U
Z
w
Q
w
CI)
LJJ
Z
O
W
�J
Q
W
>
_0
Z
O�
o
LU
Z
W
Z
Z
�U)
0
O
O
N06
[)�
m
Ww
2
O
Z
3:
<
<
Z
Z)
O
1
Im
Vaughn & Melton
firm License # f- 1 088
13 18-f Patton Ave.
Asheville, NC 288OG
828-253-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0488
Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-0000
N. Charleston, SC
843-5 GO-0085
Spartanburg, SC
8G4-574-4775
www.voughnmelton.com
Copyright 0 2007
FUI KIgnr5 Ke5ervecl
DRAWN: BA5
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NTS
DATE: OCT. 2020
fILE NAME: Phase III waterSewer.Jwg
DRAWING TITLE:
ELECTRICAL
DETAILS
DRAWING NO:
C-21

NjnTF.-
1. ALL PROPOSED PIPE STRAPS AND HARDWARE TO BE USED SHALL
BE 316 STAINLESS STEEL OR HOT DIP GALVANIZED TYPE.
2. FABRICATED PIPE STRAPS SHALL BE MINIMUM 2 %2" WIDE WITH
HOLES DRILLED ON THE STRAP. STRAPS SHALL BE FABRICATED
FOR DUCTILE IRON SIZES AND BE MINIMUM %4" IN THICKNESS.
PRE-ENGINEERED PIPE STRAPS SUCH AS FIG 20 BY TOLCO OR
B2400 SERIES FROM EATON ARE ALSO ACCEPTABLE.
3. PROPOSED TIMBER CONNECTOR LENGTH AND ACTUAL VERTICAL
POSITION MAY BE FIELD ADJUSTED TO PROPERLY SECURE
PROPOSED PIPES WHILE MAINTAINING PROPER CLEARANCES
NOTED. INFORMATION SHOWN ON THIS DRAWING ARE TYPICAL
AND FOR PLANNING PURPOSES.
m
N
v
0
N
0
N
C9
N
a
EXISTING.
12"X12" POST. PROPOSED
12" X 12" X 2'-3"
TIMBER CONNECTOR
PROPOSED 1/2" DIAMETER
THRUBOLTS W/WASHERS
& NUTS
� PROPOSED BOLT
6" WATER LINE
WITH 7t OUTSIDE
DIAMETER
10
w
m
o
i�
m
a
J
N
Ld
W
w
O
^
O
M
EXISTING
CORED SLAB
EXISTING. POST BOLTS PROPOSED 1/2" DIA.
TO BE TRIMMED WHERE PROPOSED LAG BOLTS
NECESSARY. STRAP
ELEVATION AT WATER LINE
CONNECTING LAG BOLTS
EXISTING POST
AND TIMBER
CONNECTOR PIECE
Is901211
0
z
(0
X
w
EXISTING.
12"X12" POST.
PROPOSED 1/2" DIAMETER
THRU-BOLTS W/WASHERS
& NUTS
PROPOSED
12" X 12" X 2'-3"
TIMBER CONNECTOR
CL PROPOSED BOLT
8" SEWER PIPE,
WITH 9"1 OUTSIDE
to
DIAMETER
<
b
W
m
O
O
m
Q
J
V)
0
w Lj
U
46
Lq PROPOSED BOLT
EXISTING. POST BOLTS // PROPOSED. 1/2" DIA.
TYPICAL MINIMUM CLEARANCE TO BE TRIMMED WHERE PROPOSED LAG BOLTS
NECESSARY. STRAP
ED TIMBER CONNECTOR
TO NOTE 3 THIS SHEET)
j PIPE
SED
,ND
1 \ SECTION THROUGH TIMBER CONNECTOR AT WATER LINE
C-22
ill = 1'-0"
2
C-22
ELEVATION AT SEWER LINE
PROPOSED TIMBER C
(REFER TO NOTE 3 TH
q PIPE
PI
PI
S'
LAG BOLTS EXISTING POST vAND -TIMBER
CONNECTOR PIECE
�(j PROPOSED BOLT
TYPICAL MINIMUM CLEARANCE
NG
) SLAB
SECTION THROUGH TIMBER CONNECTOR AT SEWER LINE
MSD PROJECT NO.
1" = 1'-0"
PRELIMINARY;
NOT FOR CONSTRUCTION
CITY OF ASHEVILLE PROJECT NO. WPFY-20-21-015
WATERLINE EASEMENT PLAT PB PG
WATERLINE EASEMENT DOCUMENT DB PG
ESTOPPEL CERTIFICATE REQUIRED YES NO
z
O
U
Z
Oo
LLI
Q
0
0
z
CA R ''%, o
0-- °F ESS
00
=oQ� &
1Vo�
o
o
�p NE� ooc�� o
L
>
cf)
cf)
0
I'l—_
zL
Q
W
CIS
L
z
O
UJ
�J
Q
0�
L�
Z
O0�
o
Q
LLB
Z
W
z
Z
�U)
0
O
_
°6
O
N
m
L
Lu
O
Z
3:
cl)
<
<
z
Z)
"""r
3:
O
firm License # f- 1 088
13 18-f Patton Ave.
Asheville, NC 288OG
(528-253-279G
❑ Boone, NC
828-355-9933
0 Charlotte, NC
704-357-0468
0 Knoxville, TN
8G5-54G-5800
❑ Middlesboro, KY
GOG-248-0000
0 N. Charleston, SC
843-5 GO-0085
0 Spartanburg, SC
8G4-574-4775
www.voughnmelton.com
Copyright © 2007
FUI KIgnr5 Ke5erveU
DRAWN: BAS
CHECKED: MSG
JOB NO: 3 1 4 1 0-25
SCALE: NTS
DATE: OCT. 2020
fILE NAME: Phase III WaterSewcr.dwg
DRAWING TITLE:
STRUCTURAL
DETAILS
DRAWING NO:
C-22