20080399 Ver 2_Phase II Water Sewer Plan Sheets 9-15-20_20200918

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Oro
LEGEND
WATER LINE
WATER VALVE
FIRE HYDRANT ASSEMBLY
AIR RELEASE VALVE
WATER METER
SEWER LINE
SEWER MANHOLE
SEWER CLEANOUT
NAILLING LLC. FAMILY TRUST U/W WILLIAM
RAY GRIFFIN JR.
D.B. 3484 PG. 800
PIN# 9750-53-2702
ZONING: BDM
PENSCO TRUST COMPANY
CUSTODIAN FBO CHERYL C. NOSKA
D.B. 4709 PG. 56 P.B. 36
PG. 30 PIN# 9750-42-8178
ZONING: BDM
STA. 18+56 END OF NEW WATER LINE
FIRE HYDRANT ASSEMBLY PER STANDARD DETAIL _
BYRON T. BRIDGES / \
MARY K. BRIDGES DIANNE BROWN & \
RUSSELL M. MEDFORD / / D.B.
P.B216 PG 36 1 RICHHA RD 9P0. TPHOMPSON
1371
MARGARET K. OFFERMAN / / PIN 9750-42-8553 P.B. 36 PG. 30
\ \ D.B. 4977 PG. 1745 #
\ \ P.B. 37 PG. 36 / / ZONING: BDM PIN# 9750-42-8031 /
\ \ \ \ PIN# 9750-42-8911 / / ZONING: BDM
\\ \ \ \ \ \ ZONING: BDM / / - - _ _ _ _ PROPOSED 2" AIR RELEASE VALVE ASSEMBLY
PER STANDARD DETAIL.
/ MOUNTAIN VISTA ALCHEMY, LLC.
\ i _ Ho - D.B. 5387 PG. 1996
1­1.b.
*OU �\/�__----- `= �\\�\\ / PI #1 9750P-7626 /
l \ / ZONING: BDM
I \ \ .4 �T`9IN - ---� - / / WILLIAM J. FABEC, TRUSTEE
1-1
/ D.B.699
6 4367 PG.67 D8
P.B. 37 PG. 36 % ♦ \ \ \ /
\ ZONING: BDM --NEW SERVICE LATERAL
- � LOT 10 PER STANDARD DETAIL \♦ / \ \
I I \ 40.0' R/W (PER P.B. 36, PG 30) \ \ \ \ NEW SERVICE LATERAL
\ \\ // �j' ♦ \\ \\ \\ (LOT 9) PER STANDARD DETAIL
10 \'p• \ \ JJS CAPITAL, LLC.
s \ D.B. 5191 PG. 1803
I \ \ WILLIAM D. McDOWELL, JR.
\ ` \ D.B. 1313 PG. 272 / \ \ oy `� / P.B. 36 PG. 30
\ \ \ \ PIN# 9750-42-6819 `� \ \o \ PIN# 9750-41-5896
40.0' R/W (PER P.B. 36, PG 30) / 4.65 A CITES ± PROP. MH B-40 � \\ \ � \ \ \ 50.0' R/W (PER P.B. 36, PG 30) ZONING: BDM
P.B. 37 PG. 36 \\ \ \ \
13 \ ZONING: BDM / °�� STA 13+15.00 \ \ \ \
\ \ / PORTION OF PIN # 9750-42-4752 . TOP=282248 i \ \ \ \ �°
GREENSPACE
PROP. MH B-39 INV OUT=2815.48 \ r- \ \ \ \ \ \ PER PB6, 4 AC.
PG 30
\ \ \ 3.67 ACRES- \ TOP-2795 65
\ PORTION OF PIN # 9750-42-4752 \ / / / -
INV IN=2787.45 . / " PVC ®15.g796
INV OUT=2787.25 �' A 8()U-
12
\ \ \ \ , \ \ • ��' 135 LF-8" PVC O 18.5196
- �� ' PROPOSED - /s
- - - - - - - - - - - 8" PVC SEWER LINE "B"
\ \ / 34 LF-8" PVC O 10.009b
\ PROPOSED 30 DRIVEWAY
`� & UTILITY EASEMENT \
NEW SERVICE LATERAL PROP. MH A-33 /
(LOT 12) PER STANDARD DETAIL \ , " STA 12+40.00 (LOT 9)
122 LF-8 PVC O 8.639� TOP=2774.01 1' W I - \\ \\ 10 / // / 1 \
\ NEW SERVICE LATERAL PROP. MH A-34 INV IN=2765.87 , i / � 1
\ LOT 13 PER STANDARD DETAIL PROP. + A-32
\ STA 13+62.00 INV OUT=2765.67 /
1 `� TOP=2785.47 / �� STA 12+06.00 5 I �E S +, Z /
'? 5.0 0 A C' E►S ± INV IN=2776.60 9 16 • STA 10+00.00 L1 • _ ,
INV OUT=2776.40 TOP=2770.22 # 9 POPTIO� OF PIN 750-42,4752
PROP. MH A-38 �� PORTION OF PIN # 9750-42-4752 x / INV IN=2762.27 /
3 13 �E� ± STA 19+43.00 \\ `�° 158' /�'I i ��--_INV IN=2762.27
TOP=2845.80 \ A NEW SERVICE LATERAL , / '�, , ; INV OUT=2762.07
PORTION OF PIN # 9750-42-4752 INV OUT=2839.60 / \ LC,O (LOT 11) PER STANDARD DETAIL
\0 PROPOSED " " C ®g 55% 94 LF-8" DI �O 16 6536 ' ;.% ,,/
$ 8 PVC SEWER LINE A P`I o' , /, i /. / PROPOSED STA. 11 +14 TO 11 +94
14-7, �,E'$ /// / ¢8 / -INSTALL APPROX. 80 LF OF DUCTILE
� 151 �F�B" P - 67; ' 1�3� //�8 RE -SA // IRON PIPE CONCRETE ENCASED PIPE I +
\ VC ® , , , �� / / PER STANDARD DETAIL. / / 341 � 1 ACRES -
1 _ - PROP. MH A-31
PROP. MH A-37 , - 5.93�. - STA 11 +12.00 / / / iPORTIONOF & PIN 41974 04 2-4752
/ STA 18+20.00 6' - - _ I I / /
TOP=2831.25 - _ _ _ _ - TOP=2756.50 / � / / �
INV IN=2826.05 / INV IN=2746.42 I PROPOSED INSTALL APPROX.
/ INV OUT=2825.85 j/ /INV OUT=2746.22 i I 40 SF OF 6" RIPRAP ON
PROP. MH A-35 STREAM SLOPE FOR M.H.
PROPOSED 30' DRIVEWAY STA 15+35.00 �� �% I PROTECTION.
/ & UTILITY EASEMENT TOP=2790.63 ,��
INV IN=2786.40 , // 112/LF-8" PVCO 15.00%' ` PROPOOED // / //
INV OUT-2786.20 i 6" DIP CLASS 350
• - PROPOSED 177 \ WATER LINE, RESTRAINED. / PROP. MH A-36 (DROP MANHOLE) �' 8" PVC SEWER LINE "A"
TOP=2806 52 ' STA 16+69.00// �' / / ' , / I \ / / KRONALD GENE WAOLTHERN
- - / / EX. MA A-30 � \ / /
INV IN=2801.80 /D.B. 5680 PG. 970
STA 10+00.00 / / P.B. 190 PG. 94
INV OUT=2797.30 �' �' ; ' EX. TOP=2736.02 \ I / / PIN# 9750-42-2225
ZONING: BDM
RAISE TOP TO 2739.86 �, I / / \ �
INV IN=2729.42 I - -- -
�
/EX. INV OUT=2728.82 PROPOSED
1 I I BEGINNING OF NEW 6" WATER LINE
PROPOSED I co I I,l /
EX. MANHOLE 56 NOTE: CORE DRILL EXISTING MANHOLE / // ; CONNECT TO EXISTING MANHOLE I
TOP:2626.81 AND MAKE NEW SERVICE CONNECTION / ; `� - • � / I / 1. CHECK DAM MUST BE LOCATED WHERE NOTED ON THE PLANS.
INV. ouT:2622.26 PER STANDARD DETAILS.
PROPOSED 20' DRIVEWAY EASEMENT 2. DAMS SHALL CONSIST OF COMPACTED CLAY BEDDING AND
(TO SERVE LOTS 14 & 15) i
1/I/I /� I / / BACKFILL MINIMUM 3' THICK TO THE TOP OF THE TRENCH AND � / I I // / I
NEW SERVICE LATERALCUT INTO THE WALLS OF THE TRENCH MINIMUM 2'. LOCATIONS
/ I I JJS CAPITAL, LLC. / / KENT J. MAYBERRY
(LOT 14) PER STANDARD DETAIL I I �,' D.B. 5761 PG. 1452 / / / I I D.B. 2247 PG. 343 OF DAMS WILL BE FIELD VERIFIED DURING CONSTRUCTION.
14
P.B. 196 PG. 75 / / I I P.B. 125 PG. 59
PIN# 9750-32-9509 CO / I PIN# 9750-31-8888 3' MIN.
CO • // I ZONING: BDM I I I ZONING: BDM
3.09 / ACMES± Ax 2' MIN.
PORTION OF PIN #S 9750-33-7003
_
V \ \� - - - - /Q, / & 9750-42-4752 � / _ TRFNLFI
/ - WIDTH
-VARIES
EX. 8" PVC SEWER LINE A
/ GRID NORTH
NAD 83/NSRS 2007
JOYCE E SHELLENBERGER /
PIN# 9750-43-8084
D.B. 4212 PG. 303
\ P.B. 37 PG. 36
\ ZONING: BDM / GRAPHIC SCALE
\ \ / 50 0 25 50 100 200
\ \
\ ( IN FEET )
1" = 50'
BYRON T. BRIDGES
MARY K. BRIDGES
D.B. 1937 PG. 626
P.B. 36 PG. 30
PIN# 9750-42-8383
ZONING: BDM
EX. 8" PVC SEWER LINE / /3
h;
EX. 6" DIP WATER LINE
ZO
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JJS CAPITAL, LLC. ' '
/ D.B. 5191 PG. 1803 SS S PRELIMINARY
P.B. 152 PG. 20 � / � \zi
/ PIN# 9750-33-8491 3.92 A ORES L- \ '
� ZONING: BDMNN\ \
/ PORTION OF PIN # 9750-33-7003 /, NOT FOR CONSTRUCTION
PIPE_
CHECK DAM DETAIL (WATER OR SEWERI
NOT TO SCALE
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Vaughn & Melton
Firm License # F- 1 088
13 18-F Patton Ave.
Asheville, NC 288OG
828-525-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-000O
N. Charleston, 5C
843-5 GO-0085
5partanburg, 5C
8G4-574-4775
www.vou6jhnmelton.com
Copyright 0 2007
FUI KIgnr5 Ke5ervecl
DRAWN: BA5
CHECKED: LD13
JOB NO: 3 1 4 1 0-25
SCALE: 1 :50
DATE: 5EPT. 2020
FILE NAME: Phase III watcr5ewcr.dwg
DRAWING TITLE:
WATER &
SEWER SITE
PLAN
DRAWING NO:
C-07

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W WATER LINE
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I I I I I GRID NORTH
I I I I I ���
\ \ JOYCE E SHELLENBERGER / /
(�Tp �
PIN# 9750-43-8084 )
D.B. 4212 PG. 303
P.B. 37 PG. 36 /
PENSCO TRUST COMPANY
CUSTODIAN FBO CHERYL C. NOSKA
D.B. 4709 PG. 56 P.B. 36
PG. 30 PIN# 9750-42-8178
\ \
\ ZONING: BDM
ZONING: BDM
H WATER VALVE \_\\ II \ \\\ \ \\, \ \ \ / z GRAPHIC SCALE BYRON T. BRIDGES /
�'� \\\ \ \\ \ \ \ \ \ \ \ \ \ \ I i 50 0 25 50 ,00 200 MARY K. BRIDGES
♦� \ \ \ iiii!" D P.B. 1937 36 PG. 30 6
FIRE HYDRANT ASSEMBLY �\\-" \N\\\\ \, \� \ \\\ \\\\N \ \\ I\ l \ I\ PIN# 9750-42-8383
\\\ \ \\ \ \ \ \ \ \ \ \ \ \ \ ZONING: BDM
® AIR RELEASE VALVE . \\\ �\\\ \ \\ \ \\\ \ \ \ \ \ \ ( IN FEET )
WHO \ �\\ \ \ \ \ \ \ /
\ \ \\ I / / BYRON T. BRIDGES
O WATER METER \ \\\ �� �� \\\ \ \ \\ \ \ \ _
JV, \\\\ ,j) �r \\ \ \ \ \ \\ \ \ \ / / D.B.R2163 PG. \ \ RUSSELL M. MEDFORD / /
SEWER LINE \ \ \\ \\ �p \ \ \\ \\ \ \ \ \\ \\ MARGARET K. OFFERMAN P.B. 37 PG. 36
�41\ \ \ \ \ \ \ \ D.B. 4977 PG. 1745 / / PIN# 9750-42-8553
\ \ \ \ \ \ \ / ZONING BDM
DIANNE BROWN &
RICHARD P. THOMPSON
D.B. 4790 PG. 1371
P.B. 36 PG. 30
PIN 9750-42-8031
\ \ \ \\\ \ \ \ \ \\\ \ \ \ P.B. 37 PG. 36 / _
OS SEWER MANHOLE \ \ \ \\\\ \ \ \ \ \\\ \ \ \ PIN# 9750-42-8911 / / - _ - ZONING: BDM
\'r \� \\\\ \\, \ \\ \\\ \ \ ZONING: BDM / / - _ -''' '-
• [D SEWER CLEANOUT \ \ - _- - - __ /
\ \ \� \\\\\\ \ \ \ j \\\\ \\\ \ // //'/ - -_ -�= %' - - _ , - - _ -
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\\ \ \ \\ \ \ I\\1 \ \ \ \ \\ ", �C\\ // _ / / / /o //�_ __ j, / -\\ 3H0 \
\\\ \\' \\ \ \ \\ \ \' \\ \ ' \ \ ' \ \ \ \ / PIN# 9750-42-6699 - j , /� /i // / / //i / _ - - ,- - ' '- - \ \ \ \ \\\ \
\ \\ \ \\\ \ \\\ \ \\ \ \ \ 1 11\ \ \ \\ \ \ \ \ \ \\\ \ �'ti� P\\\ \ \ h'I \ / / D.B. 4367 PG. 1678 _ // / // ,// / - __- / / - Z \ \\ \\\\\\ \\\ \ \\\ \ \ \ \\\\\ I I 1-1111 I I 1 \ \ \ \ \\ \ � �'� _
\ \ \\\\ \ \, \\\\ \\\ \ , II II I� I III t\\ \ \\\ \\\\y \ \I \\\ \\� ----- �- P.B. 37 PG. 36 �/ / ,, - _
\\\\ \\\\\\ \ \\\\ \\\\\\\\ \I11 IIII II I 111\\ 1\\\ \\\\ \ \\ I, \\\ \\ \ \�\\\ � - --- \\\ \� \\ ' / / /NEW SERVICE LATERAL /
ZONING: BDM / / / / / -
\ \ \\ \\\ \\\ \\ \\\ 1111 I , 1 .1\, \\\\ \\ \ \\\\ \ \\\ \\\ \ \�� ---- \ 1\ `_ /i //(LOT 10) PER STANDARD DETAIL-_ / \\\ \III,
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\ \ NAILLING LLC. FAMILY TRUST U W WILL \ \\ \\\ \ � \ \\\\ \ \ \\ \\\ \ \ \\\ \ \ \ - - WILLIAM D. McDOWELL, JR. I I /� ° / / / / / / / _ / i - - - - _ _ _ _ 2 _
/ \ \ \\\ \\ \ \\\ { \ \ \ D.B. 1313 PG. 272 II 1 /` / ti0 I I1 / , / / / / - 0
RAY GRIFFIN JR. \ \ \ _\ \\ \ \ \ \- \\\ \ \ \ \ I / I ^ o / / j' / / - - - _ . 83
\ \ \\ \ \ \ \ \\\\\\�\ \� \' \ \ \ \ \ / I 1 1 NI / \� \
\ \ \ \ \ PIN# 9750-42-6819 I. I / ��
\ \\ \ 40.0' R/W PER P.B. 36, P / / / / / _ �\
l D.B. 3484 PG. 800 \\ \ 0 \\ \ \ \\\ \\ \\ \ \ \ \\ \ \ \\\/ \ \\ \ \ \ P.B. 37 PG. 36 ( ///I I l/ / l / / / �•� �� / / - -PROP. MH B-40 \ \ \
PIN# 9750-53-2702 \ \\ \ / \\\\ \\ \ \ 1 3 \\\ �\ \\\ \ \ ZONING: BDM / I / / / �� �` \
ZONING: BDM \\ \ \ \ \\\ \\\ \\ \ � __ �� /\ \ / I / / I I 1 / ti / / / / / P RTION OF PIN 975b= � 4752 - __ � STA 13+15.00
\ \�,�� Il`71 // / I I / / / TOP=2822.48 \ \
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/ INV OUT=2815.48- \
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MOUNTAIN VISTA ALCHEMY, LLC.
D.B. 5387 PG. 1996
P.B. 36 PG. 30
PIN# 9750-41-7626
ZONING: BDM
• NEW SERVICE LATERAL
(LOT 9) PER STANDARD DETAIL
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.0' R/W (PER P.B. 36, PG 30)
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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 I I \ \ \ \\ - - \ \\-_--_-- --- \\�\
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I I I I I I I 1 I - `< - \\ - ! _ _ , / _ _ / / / / / / / 135 LF-8 PVC O 18.51 % �--�� \ \ \\ \ I \ \ I
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\ \ \ NI -I"\ _----�\ \ \?B_--- -_( - - // - �// /// / // / / / \/1 I / / / I 1 III �i / \ \ I 11 \ \ \ \\ \ \ \ ---- \----- \ \ \ \9� �\ _ ----"---�►+___ H _ ,� �/ �/ /� / /// / / / / // /2 -r - .� - 8 PVC SEWER LINE B \\/ 1 ll I I I I v I \ \ ,1 \
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\ \\ \ \ \ \\ ---- ----- \\ -, \. C \ _-/ _ _ / //I / - ---_ �/ 1 ( r -_ �l & UTILITY EASEMENT / ) / /
\ \\\\ \\\ \ \� \\\ \\��� \\ \\ \ \\ _ - _ _ / /�_ -' i_ / i //' -�x. y�-' '�\ / l '\ \ / LOT 9 / / /
NN NEW SERVICE LATERAL \� \ \ \ \ \ \\ \ \ , _ _ - % _ / I/ / PROP MH A-33 - � � ) �` I I / / / /
\ \ \ \\ \ \ \\ \ \ - LOT 12 PER STANDARD DETAIL \ \ \\\ , \ \\ __ - _ -' / � / _ = /_ _ - » / %STA 12+40.00 - - , , \ ,-''��\ \ \ \ I\ / �( / / / / - / / / / / / /
\ \ - - ( ) \ - / � / - / 122 LF-8 PVC O 8.63% - , - \ / / / / /
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PROP. MH A-34 / INV IN=2765.87 i
- - \ \ \\\\ \\\ \ o\ \ I / , - _ - / - _ // PROP. MH A-32 �� \ I l l 1 / / , // , \ y/ J / /i
\ \ \ \\ - - _ \ \ \ \ \ \ \ (LOT 13 PER STANDARD DETAIL / / / / / - _ - - - / STA 13+62.00 /, INV OUT=2765.67 \ o \ l / / I / / x // // / / /,I I /// / // /
I / / / /// / / / //
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Msu��3�Melton
Firm License # F- 1088
1 3 18-F Patton Ave.
A51heville, NC 288OG
828-525-279G
❑ 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
El Spartanburg, 5C
8G4-574-4775
www.vaucjhnmelton.com
Copyright © 2007
All Rights Reserved
DRAWN: DA5
CHECKED: LD13
JOB NO: 3 14 10-25
SCALE: 1 :50
DATE: 5EPT. 2020
FILE NAME: Phase III Water5ewer.dwcg
DRAWING TITLE:
SEWER LINE
PLAN
DRAWING NO:
C-08

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LEGEND.\\\\ \' \ \\ \ I I I I V,�, 11 I I I///GRID NORTH \\\\\\\ \\\\\\\ \\ \ \\ I \ \11\JOYCE E SHELLENBERGER / NAD 83/NSRS 2007 PENSCO TRUST COMPANY \ \ \ \ --
I �\ \ 111 \ / CUSTODIAN FBO CHERYL C. NOSKA \ \ \\
� \\\ \\\\ \ PIN# 9750-43-8084 / 36 \ \ \
WATER LINE � \\ \\\\ \\\ \ \ D.B. 4212 PG. 303 /illillillillill4709 56 \ \ \ \
W \ \\\ \\ \ \ P.B. 37 PG. 36 J \ \
/ � \ 1 ZONING: BDM r / PG. 30 PIN# 9750-42-8178 \ \ \
\ \\\ 1 \ \ \ I Z BYRON T. BRIDGES ZONING: BDM \ \ \ \
H WATER VALVE �� ,- \\\\ \\ \ \ \\\\ \\\ \ \ \ \ I � � MARY K. BRIDGES \ \ \ \ \
\, \�\\\ \ \\ \ \ \ \ \ \\ \ \ \ I I I GRAPHIC S C ALE D.B.
PG. 30 6 \
♦� FIRE HYDRANT ASSEMBLY \ \\ \ \\\\\ \\� \ \ \ \ \\ \ \ \ \ \ \ 50 0 25 50 goo zoo # \ \ \
-\ \ \ \ \ \ PIN 9750-42-8383 STA. 18+56 END OF NEW WATER LINE \ \ \
\ \ \ \ \ \ \ \ \ \!!!!!!!!!!" ZONING: BDM \ \
� \ \ \\ �\\\ \ \ \ \\\ \ \ \ \ \ \ FIRE HYDRANT ASSEMBLY PER STANDARD DETAIL \ \ \ \ _
® AIR RELEASE VALVE \�\ \ \ \ k +, /\\\ \ \ \ \\\ \ \ \ \\ I / ( IN FEET) \
s\ \ \ ,p� G `\\ \ \ \ \ \ \\ I _ / / I" = 50' BYRON T. BRIDGES \ \
\ �'' \ \ \ \\ \ \ / / MARY K. BRIDGES
WHO WATER METER \� �\\ \\\\�O �`�l \\`\\ \\\\ \ \ \ \\\\ \\ \ RUSSELL M. MEDFORD / / DIANNE BROWN S \
\ \ \ \\\\ \� / \ \\ \ \\ \ \ \ \\ \ MARGARET K. OFFERMAN D.B. 2163 PG. 551 RICHARD P. THOMPSON
P.B. 37 PG. 36 D.B. 4790 PG. 1371
\ \ \\\ \ \ \ \\ \ \ \ \ D.B. 4977 PG. 1745 / / PIN# 9750-42-8553 P.B. 36 PG. 30
SEWER LINE \� \ \ \ \\\\ \ /\ IN,
\ \\\ \ \ \\ \ P.B. 37 PG. 36 / / ZONING: BDM _ _ - PIN# 9750-42-8031
\a,, \ \ \ / \ \ \ _ _ ��. - ZONING: BDM
\\\ \ \ \\\ \ , \ \ \ \\\ \ \ \ PIN# 9750-42-8911 / /
S SEWER MANHOLE \ \ \� \ \� N \ \ \\ \ \ ZONING: BDM _ - _ - _ _ - _ =
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O ` \ \ \ \ \\\ \ \ \ \ \ / - - _ - - PROPOSED 2 AIR RELEASE VALVE ASSEMBLY
IN \\\ \ \ \ \ -, / // - /, _ -#l- - -' - - _- - - PER STANDARD DETAIL.
• [D SEWER CLEANOUT \ \ \ \I \ \ \\\ \ \ < �� _ _ l I / / //// // _ _ _ _ - - - - _
\\ \\\\ \ , \ , I'll \ /--\ I \ /,/ / 1.110 \ \\\\ \ \ \ '// / /// / - / // I -W �� \��\ MOUNTAIN VISTA ALCHEMY, LLC.
I 1 \ \\\ �\ \ \\ \\\\ \\ I \�\ �l \\ / I j, //I z / /I` -----7-- _- J � \\ \\\\ D.B.
P.B.5387
36 PG. 3096
\ \ \ \\ \ I\\\ \\\ \\ \ \ I'I SUN \ _� / l \ , /j/ /i /% /// / /' l / _ _ _ 7:7-_/ - - - �� PIN 9750-41-7626
\ \\ \ \ / / / / /' - / �_ \ \ / ZONING: BDM /
\ \ \ \\\ u ��\\\\\ \\� STA %IN �c - - - / WILLIAM J. FABEC, TRUSTEE - � // i / // / ' _ _ -//i ' - \ \3Ho \ \,
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WILLIAM D. McDOWELL, JR. I I I - / �// // / / / / \ / D.B. 5191 PG. 1803
\ \\ \ \ \ \\\ \\\ \ \\\ \ \�� \ \ _ 11 r ,�o /I / / // �/ // / / _ PROPOSED WATER METER _ \ \ �� \ P.B. 36 PG. 30
, I NAILLING LLC. FAMILY TRUST U/W WILL \ \ \\\\ \\ \ \ \ \ \\\\ - \ D.B. 1313 PG. 272 II II %� / 0 I / / / \ \
RAY GRIFFIN JR. \ \\ \\ �\ \ \\ \\ \ \ \ \ \\\� �\ / \ \ \ \ PIN 9750-42-6819 11 / I I / / // / ' / / ' � � / -- - (LOT 10) REFER TO STANDARD % \ \ \\ \\\ \ PIN# 9750-41-5896
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D.B. 3484 PG. 800 \ \\ \ \ \ \ \\\ \ \ \ \ \ / \ \ \ \ P.B. 37 PG. 36 � \ / , " / /o / DETAIL. TYP. ® 6 PLACES. � \ \ \ \ 50:0' (PER P.B. 36, PG 30)
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Msu��3�Melton
Firm License # F- 1088
1 3 18-F Patton Ave.
A5heville, NC 288OG
828-525-279G
❑ 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, SC
804-574-4775
www.vaughnmelton.com
Copyright © 2007
All Rights Reserved
DRAWN: BA5
CHECKED: LD13
JOB NO: 3 14 10-25
SCALE: 1 :50
DATE: 5EPT. 2020
FILE NAME: Phase III ----
DRAWING TITLE:
WATER LINE
PLAN
DRAWING NO:
C-09

w 2750
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2730
272
PROPOSED F.G.
ELEVATION (TYP.)
■■■■■■■■■■■■■■■■ ■■■■■■■■■■
SEWER LINE A17
M
HORIZONTAL SCALE 1:50 w
VERTICAL SCALE 1:10 0
EXISTING F.G.
ELEVATION (TYP.)
r6:99IF
FNEON
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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+CZ
STATION NUMBERING, FEET
SEWER LINE B
HORIZONTAL SCALE 1:50
I
2840
2830
2820
2810
2800
2790
2770
STATION NUMBERING, FEET
PROPOSED F.G.
ELEVATION (TYP.)
IIIIIIIHW
V I I I I I
EXISTING F.G.
ELEVATION (TYP.)
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.
2820
2810
2800
2790
2780
2770
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Vaughn & N*1fon
Firm License # F-1 088
13 18-F Patton Ave.
■ A51heville, NC 288OG
828-525-279G
❑ Boone, NC
828-355-9933
❑ Charlotte, NC
704-357-0488
❑ Knoxville, TN
8G5-54G-5800
❑ MICIGIle5boro, 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: LD13
JOB NO: 3 14 10-25
SCALE: NT5
DATE: 5EPT. 2020
FILE NAME: Phase III Water5ewer.dwcg
DRAWING TITLE:
SEWER LINE
PROFILES
DRAWING NO:
C-10

N
N
2870
2860
2850
2840
2830
2820
2810
2800
2790
2780
2770
2760
2750
w
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2740
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2729+50
6" DIP WATER LINE
HORIZONTAL SCALE 1:50
VERTICAL SCALE 1:10
PROPOSED
15" RCP
STA. 12+00
INSTALL CHECK DAM
PER STANDARD DETAIL.
6" DIP (CLASS 350) WATER LINE, RESTRAINED.
(3'-0" MIN. COVER OVER TOP OF PIPE)
STA. 12+74 FIRE HYDRANT
ASSEMBLY PER STANDARD DETAIL
STA. 11 +75 TO STA 12+50
INSTALL 6" DIP WATER LINE
O CREEK CROSSING PER
STANDARD DETAIL
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
I 1 1 1 L
STA. 18+24
INSTALL 2" AIR RELEASE
VALVE ASSEMBLY
STA. 18+56
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 AIR RELEASE VALVE VAULT SHOWN IS APPROXIMATE.
ACTUAL LOCATION IS TO BE FIELD LOCATED DURING CONSTRUCTION.
2. TRENCH DETAIL AND BEDDING PER STANDARD DETAIL.
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
2870
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
2860
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
2850
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,
2840
SPECIFICATIONS AND DETAILS IN LIEU OF CONCRETE DEADMAN AND RODDING. ALL FITTINGS TO BE RESTRAINED.
"AUTHORIZATION
12. CONTRACTOR AND OWNER: PER SECTION .0300, SUBCHAPTER 18 OF THE NCAC, AN 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
2830 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
2820 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
2810
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
2800
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.
2790
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.
2780
2770
2760
2750
2740
2730
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rauglrn&Me1ten
Firm License # F-1 085
13 18-F Patton Ave.
Asheville, NC 288OG
828-525-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
❑ Knoxville, TN
8G5-54G-5800
❑ MIGIGIle5boro, KY
GOG-248-000O
❑ N. Charleston, 5C
843-5 GO-0085
❑ Spartanburg, 5C
8G4-574-4775
www.vaucjhnmelton.com
Copyright 0 2007
FUI KIgnr5 Ke5erveU
DRAWN: BA5
CHECKED: LDB
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: 5EPT. 2020
FILE NAME: Phase III watcr5cwcr.Jwg
DRAWING TITLE:
WATER LINE
PROFILE
DRAWING NO:
C-1 1

N
N
CAST IRON RING & COVER
18" X 30" P.V.C.
0.375" MIN.
WALL THICKNESS
AMR
ASSEMBLY
OPENING SECTION BB
3/4" C----- - --
TYPE
30"
PLAN
INSTALLED
L
OTHERS
A
FHREADED BRASS NIPPLE
2" MIN. LENGTH
,TER METER BOX
AMR ASSEMBLY
21 1 /2"
�17" 2 1/4"
10.
STRAIGHT YOKE �i 3/81,
1 1/4" 1 1/4"
VALVE (LOCKABLE) 18" .375" MIN.
AT YOKE INLET. METER
24" MIN. FURNISHED
36" MIN. 2" BY CITY OF APPROVED DUA
%L 30"
IAN%
MIN. ASHEVILLE CHECK VALVE
GENERAL NOTES:
1. THIS DETAIL WILL APPLY TO ALL DOMESTIC
WATER SERVICE TRANSFERS AS DESCRIBED 2
IN THE TECHNICAL SPECIFICATIONS AND
SHOWN ON THE ENGINEERING DRAWINGS. 45'
THREADED BRASS NIPPLE
2. ALL METER SERVICE FITTINGS AND APPROVED TO EXTEND OUTSIDE METER
BOX 12" MIN. LENGTH.
APPURTENANCES IN CONTACT WITH WATER YOKE BAR
SHALL BE LEAD FREE TYPE PRODUCTS. APPROVED EXPANSION
3. CAST IRON RING & COVER MIN. WEIGHT 54 A3/4" SERVICE SADDLE CONNECTION
LBS. "CITY OF ASHEVILLE" LOGO ON BOTH WITH CORPORATION STOP 6"-#57 WASHED STONE
RING AND COVER TOP OF LID -ANTI-SKID UNDER METER BOX
GRID SURFACE. SECTION AA
City of Asheville, NC REVISIONS STD. NO.
5/8"-3/4" WATER METER BOX DATE DESCRIPTION
WATER ENGINEERING 6/2015 REVISED `w,.01
9DIVISION VV
2' MIN.
FIRE HYDRANT
24" X 24" X 6"
CONCRETE PAD
00 V-6" MIN.
2'-0"II MAX. FINISHED GRADE
\V/ \V/i\V/ \V/ \V/ \V/ r\yl
"--24" X 24" X 6" CONCRETE PAD
VALVE BOX 4000PSI CONCRETE
1/3 C.Y. OF F
24" MAX.
#57 STONE
3'-6" MIN. 6" GATE VALVE I
DIMJ OR HYDRANT "TEE"
RESTRAINED
CABC BEDDING SUPPORT
24"(L) X 16"(W) X 8"(D)
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
City of Asheville, NC REVISIONS STD. NO.
FIRE HYDRANT INSTALLATION DATE DESCRIPTION
WATER ENGINEERING 6/2015 REVISED
DIVISION
WATER LINE 1-11
PLAN
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.
SLEEVE _V
ELEVATION
City of Asheville, NC TAPPING SLEEVE AND DATE R DEISCRIPTION SIOS STD. NO.
WATER ENGINEERING �/V VALVE ASSEMBLY 6/2015 REVISED ` .L"0
DIVISION
CURB AND
GUTTER
ROADWAY
GENERAL NOTES:
1. MAXIMUM ALLOWABLE SERVICES IS 2-5/8
METERS SERVED BY A 1 INCH TAP AND
SERVICE LINE.
2. METERS SHALL BE EQUALLY OFFSET
FROM PROPERTY LINE.
3. METERS SHALL BE LOCATED OUTSIDE
DITCHES AND IN RELATIVELY FLAT AREAS.
4. MINIMUM LENGTH OF BRASS NIPPLE
SHALL BE 12 INCHES (12").
5. ALL FITTINGS IN DIRECT CONTACT WITH
WATER SHALL BE LEAD FREE BRASS.
`ROADWAY\
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BACK OF CURB
AND GUTTER
ALL OTHER UTILITIES SHALL BE LOCATED A MINIMUM OF 3' AWAY FROM WATERLINE
METER BOX ---I
FINISHED
GRADE
3/4" TYPE "K" 2' IN.
3' MIN. SOFT COPPER PIPE SERVICE LINE
(INSTALLED BY OTHERS
1" TYPE "K" '1\_1"X3/4" "Y" BRANCH TO
SOFT COPPER PIPE BE INSTALLED OUTSIDE
- WATER MAIN OF THE PAVEMENT
ELEVATION VIEW
11 11 11
3/4 TYPE K J
SOFT COPPER PIPE
TAPPING SADDLE & WATER METER BOX
CORPORATION STOP SERVICE LINE
" "" 1TYPE KINSTALLED BY OTHERS
SOFT COPPER PIPE
THREADED BRASS NIPPLE
/ 2'
P L- MIN.
SERVICE LINE
INSTALLED BY OTHERS
1"X3/4" "Y" BRANCH
THREADED BRASS NIPPLE
WATER METER BOX _j
a_
PLAN VIEW
City of Asheville, NC STANDARD MULTIPLE DATE RDEISCRIPTION STD. NO.
WATER ENGINEERING BRANCH SERVICES 6/2015 REVISED W.05
DIVISION VV
NOTES:
1. WHEN THERE IS ONLY ONE SUPPLY LEG FEEDING TWO DEAD END LEGS,
PLACE VALVES ON DEAD END LEGS.
SUPPLY SUPPLY DEAD END SUPPLY 2 WHEN THERE ARE TWO SUPPLY LEGS FEEDING ONE DEAD END LEG,
- -Y + - - - PLACE VALVES ON SUPPLY LEGS.
3. WHEN ALL THREE LEGS ARE SUPPLY, ENGINEER'S CHOICE.
4. CITY MAY DESIGNATE A CURRENT DEAD END LEG AND A FUTURE
DEAD END DEAD END SUPPLY LEG ACCORDING TO WATER PLANNING AND REQUIRE VALVE
PLACEMENT ACCORDINGLY.
5. ON HYDRANT TEE, ONE VALVE IS ALWAYS ON HYDRANT LEG.
TWO VALVES AT A TEE
DEAD END DEAD END DEAD END
SUPPLY DEAD END SUPPLY SUPPLY SUPPLY SUPPLY
DEAD END SUPPLY DEAD END
NOTES:
1. WHEN THERE IS ONLY ONE SUPPLY AND THREE DEAD END LEGS, PLACE VALVES ON DEAD END LEGS.
2. WHEN THERE ARE THREE SUPPLY LEGS AND ONE DEAD END LEG, PLACE VALVES ON SUPPLY LEGS.
3. WHEN THERE ARE TWO SUPPLY LEGS AND TWO DEAD END LEGS, PLACE VALVES ON ALL FOUR LEGS.
4. CITY MAY REQUIRE VALVE PLACEMENT BASED ON CURRENT OR FUTURE NEEDS.
5. WHEN ONE LEG AT A INTERSECTION IS A HYDRANT LEG, VALVE MUST BE PLACED ON A HYDRANT LEG.
VALVING ON REMAINING LEGS TO BE PLACED AS THOUGH THEY MADE UP A TEE.
6. A "SUPPLY LEG" IS ANY LEG CONNECTED TO THE TREATED WATER SOURCE BY PIPING EQUAL AND OR
GREATER THAN ITS SIZE AND SEPARATE FROM THE TEE OR CROSS BEING CONSIDERED.
THREE AND FOUR VALVES AT A INTERSECTION
City of Asheville, NC REVISIONS STD. NO.
TYPICAL VALVING DATE DESCRIPTION
WATER ENGINEERING 6/2015 REVISED W.1
DIVISION CONFIGURATION
SHEETED I TOPEN
SHEETED OPEN
TRENCH TRENCH
BACKFILL MATERIAL
BACKFILL MATERIAL
COMPACTED IN 6"
COMPACTED IN 6"
LIFTS
4 A
2 MA
LIFTS A
I
BACKFILL MATERIAL
I
BACKFILL MATERIAL
COMPACTED IN 3"
COMPACTED IN 3"
LIFTS
LIFTS
GENERAL NOTES:
UNDISTURBED
UNDISTURBED
6"
1. CONSTRUCTION OF TRENCHES
EARTH
EARTH
SHALL BE IN ACCORDANCE
STANDARD EXCAVATION
OVERCUT EXCAVATION
WITH THE LATEST OSHA
REGULATIONS. CONTRACTOR
SHALL BE RESPONSIBLE FOR
COMPLIANCE WITH ALL
NOTE:
SHEETED
OPEN
APPLICABLE REGULATIONS.
BELL HOLES NOT SHOWN TRENCH
TRENCH
2. NO BOULDERS OR STONES IN
EXCESS OF 4" IN SIZE
SHEETED OPEN
BACKFILL MATERIAL
SHALL BE USED AS PART OF
TRENCH
TRENCH
COMPACTED IN 6"
THE INITIAL BACKFILL.
LIFTS
4" MA
12" MA
BACKFILL MATERIAL-,,,12'
MIN
6" MIN
3. PIPE BEDDING MATERIAL
COMPACTED IN 6"
SHALL BE # 57 WASHED
LIFTS
SPRING LINE OF PIPE
�P'
STONE.
4" MA 2 A
12 MIN
6 • MI
4. SELECT BACKFILL MATERIAL
SPRING LINE OF PIPE
WASHED STONE
SHALL BE CLASS I OR II AS
PER NCDOT STANDARD
Q�P'
EMBEDMENT
SPECIFICATIONS.
MI
ADDITIONAL WASHED
WASHED STONE
STONE FOR UNDERCUT
EMBEDMENT
\
EXCAVATION ONLY AS
UNDISTURBED
DIRECTED BY ENGINEER
EARTH
UNDISTURBED
EARTH
STANDARD EXCAVATION
UNDERCUT
EXCAVATION
IN WET CONDITIONS
IN UNSTABLE
SOILS TYPES
City of Asheville,
NC
REVISIONS
STD. NO.
WATER ENGINEERING
TYPICAL TRENCH DETAIL
DATE
DESCRIPTION
`
1
6/2015
REVISED
DIVISION
VV .L^
I j
Q I I J I BACK OF CUR
II
Im I �
I I I I ILLJ
o I ZPARKING LOT
I I�
SAME AS
3' RADIUS SPACES
\ PARKING
SIDEWALK
\ WHEELCHAIR �3' RADIUS A
RAMP _ _
PROPOSE\\ \\ I I HYDRANT + PROPOSED 3'
HYDRANT
\ (( 2' MIN
5' MAX 2' MIN
KUNOBSTRUCTED
5' MAX
CURB AND GUTTE
GENERAL NOTES: 3' 3' AREA MUST ALSO
1. LOCATION SHOULD BE COORDINATED WITH BE FLAT TO ALLOW ACCESS TO AND
OPERATION OF THE FIRE HYDRANT
NCDOT ALONG STATE MAINTAINED ROADWAYS.
2. OBSTRUCTION FREE AREA SHALL APPLY TO ALL
LOCATIONS FOR FIRE HYDRANT INSTALLATION.
3. HYDRANT LOCATION SHALL NOT INTERFERE
WITH THE REQUIREMENTS OF THE NORTH
CAROLINA BUILDING CODE.
4. CONCRETE BOLLARDS WILL BE REQUIRED FOR
INSTALLATION WITHIN PARKING AREAS.
City of Asheville, NC REVISIONS STD. NO.
STANDARD HYDRANT LOCATION DATE DESCRIPTION
WATER ENGINEERING 6/2015 REVISED W� 15
DIVISION
COVER
ADJUSTABLE
TOP SECTION
STANDARD VALVE
BOX -BOTTOM
SECTION
TYPICAL FINISHED GRADE
IN UNPAVED AREAS
\ 24" X 24" X 6" 4000 PSI 3'-0"
CONCRETE PAD MAXIMUM
MAXIMUM
'-ADJUSTABLE
D.I. CL. 350 WATER LINE o 0 o SCREW -TYPE
VALVE BOX
MAIN
0 0
o RESTRAINED DIMJ OR
HYDRANT "TEE"
APPROVED RESTRAINT DEVICE
GENERAL NOTES: MEGALUG OR EQUAL
1. VALVE BOX SHALL NOT CONTACT WATER MAIN OR VALVE.
2. VALVE PAD REQUIREMENTS SHALL NOT BE APPLICABLE FOR IMPROVED PAVED SURFACES.
3. VALVE BOX ADJUSTMENT MUST BE DONE BY ADJUSTING/RAISING THE TOP SECTION OF THE
EXISTING ADJUSTABLE SCREW -TYPE VALVE BOX TO GRADE OR BY INSTALLING A NEW VALVE
BOX TOP SECTION. THE USE OF PAVING RINGS OR ADJUSTING C.I. SLEEVES IS NOT ALLOWED.
City of Asheville, NC TYPICAL VALVE & VALVE BOX DATEI REVISIONS
ISCRIPTION STD. NO.
WATER ENGINEERING INSTALLATION/ADJUSTMENT 6/2015 REVISED W.1
DIVISION VV
TYPICAL FINISHED GRADE
IN PAVED AREAS
1-2 i
CABC
3' - 0" VALVE BOX
MINIMUM
COVER
DIMJ GATE VALVE -
COMPACTED BACKFILL
A
A/2 A/2 UNDISTURBED CONCRETE COMPACTED
it l li li it l li it EARTH THRUST EARTH
e BLOCK
Fa CONCRETE i i�-
A e�THRUST
BLOCK A/2_rn(011D-4 A
A/2
-I I III I I In III C
TEE UNDISTURBED
TEE END VIEW EARTH
TOP VIEW
RECOMMENDED MINIMUM RESTRAINED LENGTH
REQUIRED EITHER SIDE OF FITTING (FEET)
FITTING TYPE
SIZE
WORKING PRESSURE PSI
125 150 175 200
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
loll
12
14
17
•::l9::
REDUCER
8"X6"
14
17
•:20:•::•:23::
10"X8"
14
17
-:•20::
:•:23:•:
12"X10"
14
17
::20•:'X-23::•
HORIZ. 45 DEG.
6"
16
:X19•:::•:22::
8"
:•:20:::•:24...
:•:28:•::•:33:•:
_30....
: 35::
40
DEAD END �_6"
:•:26•::::•:3l::
::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.
0 = 1 JOINT EQUIVALENT 0 = 2 JOINTS EQUIVALENT
GENERAL NOTES: ® = 3 JOINTS EQUIVALENT 0 = 4 JOINTS EQUIVALENT
1. RESTRAINED JOINTS BY AN APPROVED PIPE
MANUFACTURER ARE TO BE USED FOR ALL TABLE OF "A" DIMENSIONS (IN FEET)
PUBLIC WATERLINES. THRUST BLOCKS ARE
2A
UNDISTURBED
PERMITTED WHERE THE USE OF MECHANICAL
A �}�
EARTH
RESTRAINT IS NOT FEASIBLE.
2. DIMENSION TABLE GIVEN IS A GUIDE ONLY.
III II -I
III CONCRETE
f THRUST
THE ENGINEER SHALL BE RESPONSIBLE TO
A ;
A BLOCK
CALCULATE THRUST BLOCK DIMENSIONS
AND/OR BASED ON RESTRAINED LENGTH
COMPACTED
ACTUAL SOIL AND OPERATING PRESSURE
EARTH
CONDITIONS.
3. FITTING JOINTS SHALL BE KEPT FREE OF
CONCRETE. A LAYER OF POLYETHYLENE
BEND
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
8
1.9
1.5
1.5
1.5
1.6
N
10
2.4
1.8
1.8
1.8
2.0
a o
12
2.8
2.1
2.0
2.0
2.4
16
3.8
2.8
2.5
2.5
2.8
18
5.614.21
3.0
1 3.0
4.5
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 THRUST BLOCK FOR FITTINGS & DATE REVISIONS
STD. NO.
WATER ENGINEERING VV RESTRAINING REQUIREMENTS 6/2015 REVISED `w,LL.^^
DIVISION
PRELIMINARY; NOT FOR
CONSTRUCTION
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Vaughn & Melton
Firm License # F- 1 088
13 18-F Patton Ave.
Asheville, NC 288OG
828-525-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-0000
N. Charleston, 5C
843-5 GO-0085
5partanburg, 5C
8G4-574-4775
www.vou6jhnmelton.com
Copyright © 2007
FUI KIgnr5 Ke5erveU
DRAWN: BA5
CHECKED: LDB
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: 5EPT. 2020
FILE NAME: Phase III water5ewer.dwg
DRAWING TITLE:
WATER &
SEWER DETAILS
DRAWING NO:
C-12

N
N
3 FT. TYPICAL
COVER
FINISHED GRADE
UNDISTURBED
EARTH
x
EXISTING OR
o PROPOSED
GRADE
z
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0
rn
BALL VALVE INSIDE THE
BOX EITHER HORIZONTAL
OR VERTICAL
ADAPTER
SLOPED
5p���
ZUBN�ARD
-CORPORATION STOP
TAPPING SADDLE
WATER MAIN
B ASS
N PPLE
1-2
C�
METER BOX AND LID.
LID IS NOT TO HAVE
HOLE IN TOP
CLOSE NIPPLE AND
MUSHROOM VENT
AIR RELEASE VALVE
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.
REVISIONS
City ofAshevine,NC STANDARD AIR RELEASE VALVE DATE DESCRIPTION STD. NO.
WATER ENGINEERING 6/2015 REVISED W.24
DIVISION INSTALLATION �/V
VARIES (FULL WIDTH OVERLAY MAY BE REQUIRED)
VILL 2" EXISTING PAVEMENT
4A.B.-C
T. CONC. CRSE.
R chi c5�
0
.C. COMPACTED EXISTING BASE COURSE
�srD PRocroR o (THICKNESS VARIES)
S_.-
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i'-
III;
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' -III II -.-.-.�.�.-.�.-.�.-.-..II1=III
=11=------------ I
Mh ' ' ' ' - 6" LIFTS OF COMPACTED SOIL.
I= 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.
1'-0"
NOTE:
1.
EDGES TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE
BROOMED CLEAN OF DUST AND DRY BEFORE TACK COATIS 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
RDESCORIPTION
STD. NO.
DATE
Engineering Services Division
of the Public Works Department
REPLACEMENT
5.01
APPROVED RESTRAINT DEVII
MEGALUG OR EQUAL
RESTORE STREAM -
BANKS TO ORIGINAL
GRADE
RESTORE STREAM
BANKS TO ORIGINAL
GRADE
NATIVE STONE
OR CLASS "B"�
RIP RCP
VARIES
NATIVE STONE
OR CLASS "B"A
RIP RAP
c
TRENCH WALLS 2' MIN.
PIPE DIA.
6" MIN.
CLASS "A"�
RIP -RAP DUCTILE IRON PIPE
City of Asheville, NC CREEK CROSSING
Engineering Department BELOW CREEK BOTTOM
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
NOTES:
1. CONTRACTOR MUST RESTRAIN AT
LEAST 3 JOINTS EITHER SIDE OF
THE LAST VERTICAL BEND OR AS
OTHERWISE SPECIFIED BY THE
FILTER FABRIC ENGINEER.
MIRAFI 140N OR 2. APPROVED RESTRAINING DEVICES
EQUAL. INCLUDE RETAINING GLANDS
MEGALUGS), FIELD LOCK GASKETS
AND RESTRAINT SYSTEMS, PROVIDED
BY APPROVED PIPE MANUFACTURERS.
VIbIUI s I STD. NO.
IESCRIPTION
TEXT 7.22
EXISTING SOIL EXISTING SOIL
12" OF FINE LOOSE EARTH FREE
FROM LARGE CLODS, STONES,
DEBRIS, VEGETABLE MATTER,
OR OTHER OBJECTIONABLE
MATERIALS.
DRY J
UNDISTURBED TRENCH BACKFILL MATERIAL
EARTH COMPACTED TO 85% STANDARD
PROCTOR IN 12" LIFTS.
0
INITIAL BACKFILL SEE
TRENCH DETAILS.
TRENCH BACKFILL IN MSD RIGHTS OF WAY
N.T.S.
NOTE: FITTINGS SHALL BE THE
SAME MATERIAL AS EXIST. SEWER
�0
F
WYE
PE X PE NIPPLE
SLEEVE
FLOW
EXISTING SEWER EXISTING SEWER
IL
#57 STONE TO
SPRINGLINE
4S"
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
FACE OF RIP -RAP SHALL NOT EXTEND OUT
INTO THE RIVER OR STREAM BEYOND
ORIGINAL BANK. RIP -RAP MAY BE
TERMINATED AT SOME POINT BELOW TOP
OF BANK AT THE DISCRETION OF THE
ENGINEER. BANK SHALL BE COVERED
WITH "EXCELSIOR" AND RE-VEGITATED
ABOVE THAT LEVEL.
CLASS
RIP -RAP
RESTORE TO PRE -
CONSTRUCTION
ELEVATIONS
V-0"
FILTER -FABRIC
18" (MIN.) CHECK DRAWINGS
-OR SPECIFIC LOCATIONS THAT
MAY REQUIRE RIP -RAP DEPTHS
GREATER THAN 2'
CONCRETE ENCASEMENT EXTENDED
TO TOP OF STREAMBANK EACH
SIDE OF STREAM OR TO STATIONS
SPECIFIED ON DRAWINGS
BANK PROTECTION AT STREAM/RIVER CROSSINGS
N.T.S.
0
J
LL
CLAM P.TYP v
ROMAC "CB" SADDLE (OR EQUAL)
SHALL BE INSTALLED ACCORDING
TO THE MANUFACTURER'S
RECOMMENDATIONS
NOTE:
THIS DETAIL IS FOR NEW CONSTRUCTION WITH LARGE
DIAMETER SEWERS (GREATER THAN 12")
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
PIPE EMBEDMENT
MATERIAL TO
SPRINGLINE
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'-1
6"MIN. 6"MIN.
D
/ 6"
INITIAL BACKFILL
LIGHTLY COMPACTED
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.
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 ­'
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.
BEND
FSEWER 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
PRELIMINARY; NOT FOR
CONSTRUCTION
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Vaughn illIk Melton
Firm Llcen5e # F- 1 088
13 18-F Patton Ave.
Asheville, NC 288OG
828-525-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
Knoxville, TN
8G5-54G-5800
Mlddle5boro, KY
GOG-248-0000
❑ N. Charleston, 5C
843-5 GO-0085
❑ 5partanburg, 5C
8G4-574-4775
www.vou6jhnmelton.com
Copyright © 2007
FUI Klgnc5 r�e5erveca
DRAWN: BA5
CHECKED: LDB
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: 5EPT. 2020
FILE NAME: Phase III Water5ewer.dwg
DRAWING TITLE:
WATER &
SEWER DETAILS
DRAWING NO:
C-1 3

N
N
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 ON 8" OF Of
COMPACTED PIPE z >
EMBEDMENT J O
GLUED
CAP
MATERIALS
� Z
NOTE:
po
CUT OFF EXTENSION
TO CONNECT HOUSE SERVICE
d
(PROVIDE MINIMUM COVER OF
30") AND INSTALL CLEAN -OUT
C�'7i:i�►U]
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
BOLTS(
5/8"0 LIFTING BAR (TYP.)
0
N.T.S
5/8"0 LIFTING BAR (TYP.)
STANDARD RING AND COVER
N.T.S
MATCH FRAME TO EXISTING GRADE
2-0
FOR LANDSCAPED LOCATIONS
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2"x1/4" BUTYL
CONCRETE ANCHOR
PRECAST MANHOLE
BOLT FOUR (4) MIN.
FRAME SET IN NON -ROADWAY LOCATION
N.T.S
MACHINED
SURFACES
X
a
GROUT f PAVEMENT
BRICK -GROUT
ALL JOINTS
X
2
iv
2"x1/4"
BUTYL
PRECAST CONCRETE
3 BRICKS (MAX.) GRADE RING
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
NOTE: STANDARD DETAIL
1. WHERE M.H. IS IN ROAD SHOULDER AND ROAD Metroppolitan Sewerage District
DOES NOT HAVE CURB AND GUTTER, DO NOT USE N b
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 - 08.1
2z" MIN.
IN ROADS
4"MIN.CLEARANCE
FROM BOTTOM OF
COVER TO TOP OF CLEANOUT
COUNTERSUNK
PLUG
3"MIN.
QQ'
O
n
NOTE
7 3/4" MIN.
4" OR 6" SEWER
CLEANOUT
RISER PIPE
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)
�G
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P
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FLOW
N.T.S.
MATCH CROWNS WHEN
CONNECTING SERVICES
TO MANHOLES
SECTION
N.T.S.
Z
i�
6"MIN. WASHED
STONE BASE
SEWER
SERVICE
TRENCH
PIPE WIDTH GROUT
EMBEDMENT INSIDE JOINT
MATERIAL O
SECTION C-C
CAST IRON
FRAME & COVER
12" MAX. BRICK
ADJUSTMENT
FLEXIBLE
MANHOLE
SLEEVE OR
ENTRANCE
JOINT
N.T.S.
MANHOLE --\
STEPS
SEE
DETAIL
"A„
4'- 0"
MINIMUM
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N.T.S.
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EMBEDMENT
MATERIAL
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/
MANHOLE
L
OUTLET.
2 ROPES BUTYL
RUBBER
SEALANT
C
A-J
SECTIONAL PLAN
N.T.S.
I t i
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.
PIPE O.D. + 24"
CONCRETE ENCASEMENT DETAIL
N.T.S
SEWER PIPE
CENTERLINE OF INLET PIPING IS NOT
ALLOWED IN EITHER QUADRANT
ADJOINING THE MANHOLE OUTLET.
STANDARD
MANHOLE
PA
I_1
FLOW
MANHOLE
STEPS /
SECTIONAL PLAN
MANHOLE
STEPS
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UNDISTURBED
SECTION A -A
N.T.S
NOTES:
MANHOLE STEPS TO BE VERTICALLY IN LINE WITH
"INVERT OUT" FOR ALL PIPES. USE TYPE I AND TYPE II
DROPS FOR SEWER GRADES UP TO (AND INCLUDING)
5% ONLY.
6" MIN.
12" A
12"
FORMED CLASS
"B" CONCRETE
(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
TO SPRINGLINE OF PIPE
6" MIN. PIPE EMBEDMENT
MATERIAL (#57 OR #67 STONE)
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
EXISTING
PAVEMENT
OVERLAY AS
DIRECTED
BY THE ENGINEER
BITUMINOUS TACK COAT
EXISTING BASE COURSE
I
SURFACE COURSE
i
I
AGGREGATE BASE COURSE
DRY '
UNDISTURBED
TRENCH BACKFILL MATERIAL
EARTH
COMPACTED TO 95%
STANDARD PROCTOR IN 6"
q
LIFTS.
NF-0
INITIAL BACKFILL SEE
0
TRENCH DETAILS.
PRIVATE DRIVE AND PARKING LOT PAVEMENT REPAIR
EXISTIN
DRY -
UNDISTURBED
EARTH
(IN AREAS OF NON -HEAVY DUTY TRAFFIC)
N.T.S.
GRAVEL SURFACE REPAIR
N.T.S.
NOTES:
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.
VG GRAVEL
" OF A.B.C. COMPACTED TO
00% STANDARD PROCTOR
J 4" LIFTS.
'RENCH BACKFILL MATERIAL
:OMPACTED TO 95%
;TANDARD PROCTOR IN 6"
IFTS.
„JITIAL BACKFILL SEE
TRENCH DETAILS.
PRELIMINARY; NOT FOR
CONSTRUCTION
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Vaughn & Melton
Firm License # F- 1 088
13 18-F Patton Ave.
Asheville, NC 288OG
828-525-279G
Boone, NC
828-355-9933
Charlotte, NC
704-357-0468
Knoxville, TN
8G5-54G-5800
❑ Middlesboro, KY
GOG-248-GGOO
❑ N. Charleston, 5C
843-5 GO-0085
❑ 5partanburg, 5C
8G4-574-4775
www.voughnmelton.com
Copyright © 2007
FUI KIgnL5 Ke5erveU
DRAWN: BA5
CHECKED: LDB
JOB NO: 3 1 4 1 0-25
SCALE: NT5
DATE: 5EPT. 2020
FILE NAME: Phase III water5ewer.dwg
DRAWING TITLE:
WATER &
SEWER DETAILS
DRAWING NO:
C-14