SW6120903_APPROVED PLANS_20121016

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 0�/r%�
DOC TYPE
❑ CURRENT PERMIT
F, APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
g(i4 aIze
YYYYMMDD

Design
Group
ARCH ITECTU RE
ENGINEERING
P LA N N I N G
INTERIOR DESIGN
4807—C Koger Boulevard
Greensboro. NC 27407
Telephone [phone]
Fax [phone]
www.triod—designgroup.com
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
CARp�/��"
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SEPTEMBER 27, 2012
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Mk Date Descrlptlon
Revisions
BID/PERMIT SET
Z
5
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Date 5-24-12
Dwq.By FINELINE cad
Ck.By A. Hi I I
File No, 12-024
Sheet
C1.1x,

NOTES
I. GEOMETRIC AND TOPOGRAPHIC DATA FROM SURVEY BY SACKS SURVEYING AND MAPPING, PC,
3308-15 EDC- EFIELD ROAD, GfREENSBORO, NC 2140%
2. THIS SITE IS NOT LOCATED WITH -IN A 100-YEAR FLOOD PLAN, ZONE AE, PER FEMA
INSURANCE FLOOD MAP EFFECTIVE DATE.
3, THE PROPERTY IS NOT LOCATED WITH -IN A DESIGNATED WATER SUPPLY WATERSHED.
SITE DATA
1. PROPERTY OWNERS
COUNTRY LANE, LLC.
42 THREE HUNTS DRIVE
PEMBROKE, NORTH CAROLINA 28312
CONTACT - �' i - 1 03 FIR
2. DEVELOPER
WILL [:RAY SEVEN
1350 CITY VIEW CENTER
CONTACT - GRAY WILL 401-365-511
� � 1
3. PROPERTY ADDRESS-
11016 RED SPRINGS ROAD
RED SF'RlWaS, NORTH CAROLINA
4. PIN NUMBER
293490001010 (WOKE COUNTY)
5. ZONING DISTRICT
HC- HIGHWAY COMMERCIAL / 1 '�
6. PROPOSED USE - MEDICAL OFFICE i
00
1.ON-SITE SOIL TYPES / ° i'1R5T N 1
NoA, WaS
8. TOTAL TRACT SIZE = 4.12 AC (030 AC IN ROW) ` _�' s0µN5° y �pP00 01_C11. 1
EXIST. BUILT UPON AREA = 000 ACRES (0�) I AS- lD� 2?j3
PROPOSED BUILT UPON AREA = I-01 ACRES (2133%) 1 2 P�
TOTAL BUILT UPON AREA = 101 ACRES (2139%)
DISTURBED AREA = 254 ACRES (530%) I
-0
OFFSITE DISTURBED AREA = 025 ACRES
I r" _ +*
I
i I SWALE No. 2, L F
l SEE DET. /C22 .
�I I OHS
r 4Poll
12"A21 TOP rya,
101.�1 �. t�.-
_ - -
t IT-
Ov
(IX22,
-TOTAL) — — R )' %02
I 1� 43 �3 r- GO ' 1 x12" LI 1�13g) (1��13) r
I I I N • 992-) TOP 101_1
M 144 _� INV. 9884 y .. CO1
O ' y ; O 6 :- RD. LEADERS 0 98k 0
05%, TYP. CO
102
CO
— — — --+—' PROPOSED
„ 993 lm1I°(ObUILDING
(2)- 24 CONDUIT . [~\ 0 !vb {ll�% - GO
_ :. cl� � 316 SF �6
I FOR ELEC. SERVICE" cE-. ' � y — 9s ?
%2
HE 102.E
4 i '" 9324 912" 12" LI tlm�
UTILITY NOTES
I. EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY WITH
UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF UNDI~JND UTILITY
LINES.
2. ALL UTILITY STRUCTURES (MANHOLES, POWER POLES, ETC.) VISIBLE AT THE GROUND
SURFACE WERE FIELD LOCATED. THERE MAY BE OTHER UNDER13RaM UTILITIES ON THIS
SITE WHICH ARE NOT SHOWN ON THE PLANS.
3. SEE PLUMBING DRAWINGS FOR CONNECTIONS TO BUILDING SERVICES.
4. ELECTRICAL AND TELEPHONE LINES SHOWN FOR CO-ORDINATION ONLY. SEE ELECTRICAL
PLANS FOR 51TE LIG14TING, TELEPHONE, AND POWER LOCATIONS.
S. ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL PROVIDE A MINIMUM
VERTICAL SEPARATION OF IS".
6. SITE UTILITY CONTRACTOR WORK SHALL TERMINATE At 5' PROM THE BUILDING.
"I. CONTRACTOR SHALL INCLUDE IN HIS BID THE COST FOR WATER INSPECTION, SEWER TAP
FEES, WATER AND SEWER INSPECTION FEES, WATER METER CAPACITY USE FEES,
CONNECTION COSTS, AND BONDING (IF REQUIRED).
S. SEPARATION - INSTALL WATER MAINS AT LEAST 10 FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS CONDITIONS PREVENT A 10-FOOT SEPARATION. WHERE A 10-
FGOT LATERAL SEPARATION IS NOT PROVIDED, THE WATER MAIN SHALL BE LAID IN A
SEPARATE TRENCH OR IN THE SAME TRENCH AS THE SEWER ON A BENCH OF UNDISTURBED
EARTH WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES FROM THE TOP OF THE SEWER
TO THE BOTTOM OF THE WATER MAIN.
9. UTILITY OWNERS ON THE SITE ARE AS FOLLOWS, WATER t SEWER - TOWN OF RED
SPRINGS, ELECTRICAL - LUMBEE RIVER EMC, TELEPHONE -, NATURAL GAS -PIEDMONT
NATURAL GAS
EXISTING
a
/
SITE
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NIDUgTfzI
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�P
m
VICINITY MAP
NO SCALE
LEGEND
0
AL �n
a�
North
NEW
I u I
BUILDING
L�
BITUMINOUS PAVING*
CONC. SLAB OR PAVING
---------
PP
------
- -- - -
CONTOUR ELEVATION
11"
RIP RAP LINED
+ 100.0
SPOT ELEVATION
+ 1wiv
PIPE INLET
SD
STORM DRAIN LINE
" 8D
C{'
INV. IN 9'1.90
,_,r,
0
%U 1
64•LF 19x30 ELLIPTICAL RGP
ST01�" I DRAIN INLET
DRfVEWAY PIPE a 0b-19.
STORM DRAIN MANHOLE
0
HEADWALL OR ENDWALL
Iv
— —SS— —
SANITARY SEWER LINE
—66
Il
1
INV. IN SIAI
/
-- S —
SANITARY MANHOLE
-
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CLEAN OUT
co
1 G �p\p1r�l
X
CHAIN LINK FENCE
X
XX —
SOLID WOOD PENCE
---- XX —
��
0
SILT FENCE
`l1Q,
CONC.
CURB 4 GUTTER
AA
i l
SPILL TYPE CtG
'
----W----
, !a BESON
WATER MAIN
—W
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----T----
TELEPHONE CONDUIT
T
1
----
GAS LINE
G
�
A 1 RIP RAP LINED
PIPE INLET
---- E----
ELECTRICAL CONDUIT
—E
y
yy y ►
INV. IN 91.22
b'
FIRE HYDRANT
Y
v yt
80 LF 19x30 ELLIPTICAL RCP
DRIVEWAY PIPE A CA^
pd
GATE VALVE
N
GAS NV. 9825 c1 1
_�--' ` ` Iy�,., \� ` METER'0-
�' AG i . (FOR 2TELEUTABLE G (,�1') •'{� 1 11 ~ j1{
CONTROL _ 1 I SERVICE r. )
SWALE No. 3,
SEE DET. /C22 CA
GATION METER
TELEPHONELIC
1�, PROTIE E)
PERTY
19�
N , \J< LINE
I
TOM RJPRAP
TEMPORARY DIVERSION VIKE
Triad
Design
Group
ARCH ITECTU RE
EN GIN EERING
PLANNING
I N T ER 10 R DES I G N
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triad-designgroup.com
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
SSSjO.a 1
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SEPTEMBER 27, 2012
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EROSION CONTROL MAT
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I
RIP RAP OUTLET 1
Gp
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(1
TIL
CANOPY TREE
kPRotECtION
INTO E
5
2;CIA0
I l ; 4
I ---!''
AND AROUND PIPEEXTEND
1
1 1 1
TREE LIME
I I 4001
�}
/ •R,,W NOTE TWE 100' R/W $NOUN FOR NC 211 15 A55UMED BASED ON FIELD
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DATUM (D1rCNES/POWFR POLES). THE ROBE50N COUNTY D157R/C7 NCDOT
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1 9-2Z-12 DWG2
OFFICE WAS NO RI(SNr OF WAY INFORMATION FOR NWT' 211. IT /S ASSUMED
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SY TPEM, THAT THEIR RICsNT OF WAY WILL BE TWAT AREA TWAT ALLOWS FOR
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Revisions
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THE MAINTENANCE OF THE ROADSIDE DITCHES (AS SHOWN HEREON). TWE
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1
4
-- —_-- 5.13•�g /
— \
R16s 4T OF WAY 5W0U.N FIEREON FOR NC 211 5WOULD BE CONFIRMED BEFORE
CONTSTRUCTION BECzINS_
BID/PERMIT DIPERMIT SET
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Date 8-24-M
Dw9.By F NELM Cad
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File No. 12-024
Sheet
C1.2R1
IN FEET
I inch = 40 ft.

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• 1 RIPE INLET
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— 6 4,,,LF 19x30 ELLIPTICAL RCF VICINITY MAP
DRI VEUJA r PIPE Q 0.61% NO SCALE a� ARCH ITECTU RE
� OFFS I TE �
DA TO —��0 -' � �`► ��� ! O , North ENGINEERING
SWALE No. 2 SWALE No, 2, _ — _ — _- -_� �L � LEGEND
EXISTING NEW P L A N N I N G
SEE DE:T_ /C2.2 —
- - r
-(O,g�_ •.11. 1 I\0 1 �� INTERIOR DESIGN
OFFS I TE _ — — _ -'- �� 1
D�4 TO — --=% �� ��----" -{� 1 INS. IN 9_4� U f�uILDiN� LJ oger Boulevard
---�� - - 1 ► �', '� 1 BITUMINOUS PAYING Green K
/ Greensboro NC 27407
SWALE No. 3 � _ ' � � t� _-�' ` � ► � Telephone [phone]
%- - - - CONC. SLAB OR PAVIWx Fox - 336-218-8010
— _ ��) _- (1/h�„G►" Q► '�j 1 / -- CONTOUR ELEVATION _ I� www.triad designgroup.com
u/
+ 100.0 SPOT ELEVATION + IWAP PROFESSIONAL OF RECORD:
�� L. ALLAN HILL, P.E.
�>Lk T� � / 1 1 O /� � � �� �" SD STORM DRAIN LINE �" 8D O � ,
G
► STORM DRAIN INLET �H CAP,6
/�j�
STORM DRAIN MANHOLE '� ; ••• 5/�. `Y
\i� ' ' I 1 0 0� G� HEADWALL
`, i + , ,G) OR ENDWALL � S
=:r
- cV r �i
1 I 1 �j' SANITARY SEWER LINE ------88 1 9
- � _ _►- ,' � '
.yy i o O ' �( SANITARY MAN�IOLE
12 "x12" f rJ� ` ^ y(� y� �► 1 / O� ---� CLEAN OUT ,����CLAN N� ��,
y) - (1�� • 1 �� > co
D A TbO 101.E 1 � 1, � 1 �� ��i X CHAIN LINK FENCEX
r` 1� {1� e % �• ` i ► C { OCTOBER 3 2012 S'- 993� ;� c , , , ► 1 \ / — XX — SOLID WOOD PENCE — XX —
__ { �� ► { 1��" .( �� p,2 % — 1 ({1 ►► ► ► SILT FENCE (�
---_ , . ,... � ., �j � � G0 1 � � � � ►� ► �, N Y I� ! GONG. CURB t GiJTTiwR
►► ~ 2 )�� 1 1 � �� ,� 1�E/ 5E SO �! SPILL III CtG
99.02 0 ,.(1� I _ _
1, i ► + t�NT�' Ir E !� I SK -W---- WATER MAIN W
2 1 r`� (1� 1'1� / ! ,O rl 11 ►► Ir 1----T---- TELEPHONE CONDUIT T
iw. , y I+ CSC G- GFAS LINE G �/ Q [a
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'x12" L I i `` ': � ��13� (113 � - 1�► 1�1 11----E---- ELEGTRICAI,. CONDUIT ---E � � � V
1, �• 1 yy y c�1 4 RIB RAP LINE1� SIRE++,-DR,aNt �] �
► ) ; ��) TOP 101.�5 ' � - , � � � 1►� N � RI1~'Er INLET � v
► 1 � 1�2 � � (1�2" INV. 98_S� � �. � C01 �'' 1► 1y !� � 1 � � GATE VALVE ►. � — 0
C /�
► ►y sv 'r R_D. LD RS ► •� 0 I� 1 ,�� 1► ' 1 PIPE BOLLARD
98.E �, ; ► 1 INV. IN 9i.22 Z
O 1�1• a/� % `� "� : ` i 1► j y Q LIGHT POLE
- off) 0.r✓- o, . CD / ) 11 1 80 LF 19x30 ELLIPTICAL
,�p� _ 98.9� _ 3 '1 r► ' ► , L � TELEPHONE OR UTILITY POLE r 0
D f �) 1; r 1 DRIVEWAY PIPE Q 0_64/o PROPERTY /Rau, LINE
ST N/ 1 ► . _
► o P R OPOSED 1(�� _ r 2 RPZ 5ACKFLOW -------
I I EASEI1ENT LINE
/ (1�1 L N ' ;� 1 _ 2 METER IRON PIN OR PROPERTY CORNER cS�
ILDIN
. U G 3) � r N�' � I I
(2)- 2 "0 GONDU I TS ��,� ) (1� j3) C01 ' 1 RPZ 1^5,4CKPL OUJ 0 STONE rIAI�ICER OR PROPERTY CORNER +' v U
FOR ELE:G. SERF ICE , ' '� +►, •`,, �': (1�� �O� 7,316 SF / } v� 1` 98.4 ) I 1 1" IRRIGATION METER BUILDINCsSETBACK LINE ------- � z 0 Q)
toy 1 � � \O1 • (D ) 1 OI' 1 I N V. OUT 9 �0.1(o CONC. SIDEWALK
HE 102.46 { �... SWALE �...
.. - •� CO / ) ; ({l '` ' {h�' a 1 - °� poC� RIPRAP
w cl
------------- - /� I 99.2 12" 12" L I (1�2 ;• , 31) ) O `— — . _ TEr1PORARY DIYERsioN DIKE )})))))})}))})}}
Dr4 TO T P 10115 ) �� — - 1� 1
r _ , ( �l EROSION CONTROL MAT
I SWALE No. 3 CzA5 `cA V, 98.25 (1V .�• _ � � � N ` �'�' �\ CANOPY TREE ]�
METER'� �, • 1 1 1� _ ' r ii 1 \ ��+//
(2)- 2 " 0 CO ► DU I TS C.� S) ~' -,t�� ;� �" [)A TO � 1 N� TREE LINE
�� ,� � �, �: -�. (1� 2,3) �' 1� .� - 0: STR. No.��
FOR TELE. q,45LE 1 _ 90
�. '•,, °23"24 III 4_43
SERVICE Qk ��23) _
rrf '\ ` 1► - !� ��'�` ) +['' —) `�` 1 IsD-3-12 DUJQ
' �� Mk Date Description
`. � .� J `. .' (1� - 1 _ --" --- --- �� jam'•, 1 \ � /
Revisions
'�99.0 BID/PERMIT SET
I
DA TO
,�
STR. No 1 1 s 0
UJ,4 No. 3 �!`' x-_ 2 " PVC
SWALE E:
� � � - IRRIGATION
RR
SEE DET. /C2.2 ! -��? �'
SLEEVE, T�f P.
(100)
S.
(100)
�00_ --- ��
000 woo -� 0
9� L
11
Z6WALE No. I/
SEE D E T. /C2.2 11 0
DA TO RIP RAP OUTLET
SWALE No. I PROTECTION_
EXTEND INTO SWALE
AND AROUND PIPE 1 ��
,00
1 ® .
O
1
*R/CU NOTE THE 100' R/U) 3HOU)N FOR NC 211 15 ,4533L L� BA5ED ON FIELD �1
D,47U l (,E,") 1 TCHE3/f=OU)ER ROLE5) TEE fR08E50N COUNT'r D 15TR'1CT NCDOT 1
OFFICE H,45 NO RIGH7 OF u),4'' INFORI"I,47/ON FOR ,4t.1,1�r 211. 1 T 15 A55L1t IELE) 11
5'r THEM, THAT THEIR RIC:;H T OF CUB r U)IL L 5E THAT AREA THAT AL L OU)3 FOR 1 � i
THE 1-1,4INTEN4NCE OF 7HE R0,4D51DE D17CHE5 (,4,1 5HCU)N HEREON) T!-IE 1 �.
R1C;HT OF CU,4 �' 5!40u)N HEREON FOR NC 211 5�MOULD E3E CONF/Rt-IED BEFORE
CON T5 TRUC T10N BC INS. 1
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Dwq.By FINELINE Cad
Ck.By A. Will
GRAPHIC gcALE File No. 12-024
�•1 20 0 10 20 40 80
'.� sheet
C1 • [� 2A pp
IN FEET
20 ft.
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_ _ _. _ _.��., L .-A. ? . I _ _ - - -. '.Lit i -I �.'t, Ii r.:...--
NOTES:
1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT
PROFILE AND SHAPE AS EXISTED PRIOR TO REMOVING PAVEMENT,
SEAL EACH END OF CASING I�
PRIOR TO PATCH PAVING, ASPHALT
p, CONTRACTOR SHALL BE REQUIRED TO PROVIDE TRAFFIC CONTROL
WITH SOLID CONCRETE BRICK S�
AND 1:3 MORTAR 12'MINIMUM
DRIVE SHALL BE REMOVED AS
AND DEVICES AS REQUIRED BY THE M.U,T.C.D. OR N.C. SUPPLEMENT.
LENGTH.
DIRECTED BY PWC PROJECT WORK CANNOT PROCEED UNTIL THE MEASURES ARE IN PLACE.
COORDINATOR.
CARBON STEEL CARRIER PIPE BRACE
CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT NEW PAVEMENT
SHALL BE PLACED 3' PRIOR TO AND
FROM TRAFFIC AND OTHER SOURCES OF DAMAGE UNTIL ASPHALT HAS
S AFTER EACH JOINT OF DUCTILE IIIIII
SUFFICIENTLY COOLED TO PREVENT DAMAGE.
IRON CARRIER PIPE_ (SEE DETAIL
CILROADS
BORE UNDER ROADSHT
�0 3� CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT STRAIGHT AND
2 OF 2 FOR SPESPECIFIC
FIC
135" pu' TRUE IMMEDIATELY PRIOR TO PAVING. THE FINAL PRODUCT SHALL BE
E TT THEOWNERSAPPROVAL
REQUIREMENTS)
BORE SIZING CHART.
CARRIER PIPE
SIZE
MIN,
CASING SIZE
ROADWAYS
MIN. WALL THICKNESS
RAILROADS
MIN_ WALL THICKNESS
4"
1 O'
0.1 w,
0.188"
6"
12"
0.25"
O281"
all16"
0.25"
0.281`
17'
24"
0.26"
0.375"
16"
30'
0.312"
0.469"
16,
39'
0.312"
0.469"
24"
35"
0.379'
0.532"
30"
42"
0.500"
0.625"
36"
46"
0.5D0"
0.688"
NOTES:
1. INSTALLATION SHALL BE DRY BORE AND JACKING OF
SMOOTH WALL STEEL PIPE, JETTING OR WET BORING WITH WATER
SHALL NOT BE ALLOWED
. CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND MAINS DAMAGED
B. CROSSING A WATER MAIN OVER A SEWER WHENEVER IT IS NECESSARY FOR A
2. SEE BORE SIZING CHART FOR CARRIER PIPE SIZE AND
DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY REPORT
ALL SEWER MAIN AND LATERAL BREAKS TO THE FWC PROJECT
WATER MAIN TO CROSS OVER A SEWER MAINILATERAL, THE WATER MAIN SHALL
STEEL CASING SIZE, MIN. DIA. AND WALL THICKNESS.
COORDINATOR. THE CONTRACTOR SHALL INITIATE IMMEDIATE REPAIRS NLEAST
BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
3. CASING PIPE SHALL BE IN ACCORDANCE WITH ASTM A-53, GRADE B
ACCORDANCE WITH PWC STANDARDS.
16 INCHES ABOVE THE TOP OF THE SEWER MAINlLATERAL, UNLESS
WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION -
2, SEWER MAINS, LATERALS. AND MANHOLES SHALL BE INSTALLED UTILIZING A PWC
IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAINILATERAL SHALL BE
4. EACH END OF ENCASEMENT TO BE PLUGGED WITH BRICK_
APPROVED CUT -SHEET, INDICATING INSTALLATION DEPTH.
CONSTRUCTED OF FERROUS MATERIAL AND NTH JOINTS THAT ARE
ALL VOIDS OUTSIDE THE CASING PIPE SHALL BE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
COMPLETELY FILLED WITH 1:3 PORTLAND CEMENT GROUT
3, TRANSFER OF SEWER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS'
EACH SIDE OF THE POINT OF CROSSING.
AT SUFFICIENT PRESSURE TO INSURE NO SETTLEMENT OF
A. INSTALL AND TEST NEW MAINS, MANHOLES, AND LATERALS, CLEANOUTS SHALL
ROADWAY/ RAILROAD. METHOD OF GROUTING SHALL BE AS
BE INSTALLED 18" INSIDE R1W UNLESS OTHERWISE DIRECTED BY PWC.
C. CROSSING WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FOR A
APPROVED BY THE PERMITTING AGENCY,
B CONNECT EXISTING PLUMBING TO NEW LATERAL UTILIZING THE NECESSARY
WAFER MAIN TO CROSS UNDER A SEWER MAIN/LATERAL, BOTH THE WATER MAIN
SUBJ C O ii, ? 5. IT IS RECOMMENDED THAT THE BORE BE ACCOMPLISHED BEFORE PIPE LAND THE SEWER MAINILATERAL SHALL BE CONSTRUCTED OF DUCTILE IRON
.
�- •CONTRACTOR MAY SUBSTITUTE A LARGER SIZE CASING PIPE HAVING THE CONSTRUCTION BEGINS. FITTINGS AS DIRECTED BY PWC MATERIAL AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
4. UNDER NO CIRCUMSTANCES SHALL THE DISTURBED AREA EXTEND f MIN, WALL THICKNESS SHOWN FOR SEWER MAINS. ALL ADDITIONAL COSTS B. THE BORING SHALL BE PERFORMED FROM "UPSTREAM" TO C- AFTER ALL SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN, THE DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION
BEYOND THE RIGHT OF WAY ANWOR THE EASEMENT LIMITS. STEEL CASING SIZED AS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR BORING AND JACKING. "DGNNSTREAW DIRECTION MAINTAINING THE CRITICAL DOWNSTREAM EXISTING SEWER SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH PWC OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT Of CROSSING.
EXISTING INDICATED ON THE BORE SIZING • INVERT ELEVATION. SHOULD THE BORE NOT BE ON GRADE, A REVISED REQUREMENTS. CHART
DRIVE CHART. D. CROSSING STORM DRAINAGE LINES: A MINIMUM OF 24-INCHES OF VERTICAL
liihi PLAN SHALL BE SUBMITTED TO PWC FOR APPROVAL. 4. WHEN THE EXISTING MAIN IS NOT TO BE ABANDONED, THE CONTRACTOR SHALL
TO REMAIN. FASTEN BRACE TO PIPE W1 UNCOVER THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG BOTH ENDS, REMOVE CLEARANCE SHALL BE MAINTAINED BETWEEN A SEWER MAINILATERAL
!I HEAVY DUTY STUDS, NUTS 7. THE BORING OPERATION SHALL BE CONDUCTED #N A THE EXISTING CLEANOUT AND COMBINATION, AND PLUG THE LATERAL TO ABANDON CROSSING UNDER A STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS
AND WASHERS, MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED THE OLD SERVICE_ USED. IF DUCTILE IRON PIPE IS USED, A MINIMUM OF SIX6 INCHES OF
CARRIER PIPE SHALL OR IN SUCH A MANNER SO AS NOT TO CREATE A HAZARD. ( )
UNDISTURBED REPLACE REMOVED PAVEMENT WITH BE DUCTILE IRON � RUNNERS SHALL BE MIN. 2" WIDE 5, SEWER PLUGS SHALL BE INSTALLED TO EL#MINATE ANY DEBRIS OR OTHER MATERIAL SEPARATION SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY PNIC.
SOIL WITH PROPER
SOIL 2" 09-5 ASPHALT PAVEMENT S. IF AN OBSTRUCTION I5 ENCOUNTERED DURING THE BORING FROM ENTERING THE ACTIVE SEWER SYSTEM. UPON ACCEPTANCE OF THE NEW
1 EXTERIOR AND OPERATION, THE AUGER SHALL BE WITHDRAWN THE EXCESS SEWER SYSTEM, THE CONTRACTOR SHALL CLEAN THE NEW MAINS, REMOVE ALL
6" STABILIZED AGGREGATE BASE INTERIOR COATINGS CASING PIPE CUT-OFF, CAPPED AND THE INTERIOR AND EXTERIOR DEBRIS, AND THEN REMOVE THE PLUG.
COURSE COMPACTED TO 100%MAX. DRY VOIDS SHALL BE COMPLETELY FILLED WW1 3 PORTLAND CEMENT 6- SEPARATION REQUIREMENTS,
DENSITY AS DETERMINED BY AASHTO y EACH SECTION OF 14 GROUT UNDER PRESSURE. NO SEPARATE PAYMENT FOR A. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL
ENCASEMENT PIPE SHALL UNSUCCESSFUL BORES.
T-99 AS MODIFIED BY N.C.D.0,7. OR 4" COMPLETELY FILL NOTE � BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER
1-19.0 BITUMINOUS CONCRETE BASE VOID OUTSIDE OF BE BUTT -WELDED TO THE 9. CONTRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE MAMILATERAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT
COURSE. CASING W/ 1:3 GROUT ADJACENT CASING PIPE 1. SEE DWG M.6 SHEFT 2 OF 2 SOLID CONCRETE BRICK BRACES TO ACCOMPLISH GRADE AND INVERTS AS SHOWN ON LATERAL SEPARATION - A WHICH CASE:
FOR ADDITIONAL INFORMATION. AND 13 MORTAR., COMPLETELY THE DRAWINGS- i. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
TACKCOAT (0.25 Galley.) FILL VOIDS BETWEEN BRICK 10. A MANUAL CONTROL STEERING HEAD OR OTHER GUIDANCE SYSTEM THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
ALL PAVEMENT EDGES 2. CARRIER PIPE FOR PRESSURE W11TTt MORTAR, CLOSE EACH END IS RECOMMENDED FOR BORES 34" DIAM. ANDIOR LARGER AND FOR THE SENIOR MAIN LATERAL; OR
A APPLICATIONS (WATER MAINS & OF CASING_ BORES EXCEEDING 1OU IN LENGTH OR AS SPECIFIED.
ii. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
FORCE? MAINS) SHALL HAVE MAINILATERAL NTH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH
� RESTRAINED JOINTS 11. SUBCONTRACTORS SHALL ADHERE TO ALL PERMIT REQUIREMENTS FACTORY
CARRIER PIPE FOR GRAVITY COMPLETELY FILL �� AND SHALL PROVIDE APPROVED INSURANCE CERTIFICATES AS OF UNDISTURBED EARTH AND NTH THE ELEVATION OF THE BOTTOM OF
SEWER SHALL HAVE RESTRAINED VOID OUTSIDE OF REQUIRED. THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER
JOINTS AND MAY USE CASING WIGROUT 12. CONTRACTOR SHALL EXECUTE AND PERFORM ALL REQUIREMENTS MANlLATERAL
RESTRAINING GASKETS SUCH AS SEE NOTE 4 AND CONDITIONS STIPULATED BY THE PERMITTING AGENCY_
LAST 3 OF FILL BELOW TO 98% MAX.OF STONE FIELD LOK, SURE STOP 350 OR RAN CARRIER 13. SEE DWG. M.6 SHEET 1 Of 2 FOR ADDITIONAL INFORMATION. GENERAL NOTES
SHALL BE COMPACTED TO 98%ADRY OTHER APPROVED GASKETS. PIPE
DENSITY IN MAX, B" LOOSE LIFTS. SEE STEEL CASING BANO-12 GA. MIN. 14. CARRIER PIPE FOR PRESSURE APPLICATIONS (WATER MAINS & FORCE SANITARY SEWER UTILITY
APPLICABLE TRENCH DETAIL FOR COMPACTION 3, CARRIER PIPE SHALL BE RISER -8 GA. MIN MAINS) SHALL HAVE FACTORY RESTRAINED JOINTS. CARRIER PIPE FOR
OF REMAINING TRENCH. HALF SECTION ISOMETRIC OF BORE CLASS 350 OR 26D FOR WATER, CARBON STEEL GRAVITY SEWER SHALL HAVE RESTRAINED JOINTS AND MAY USE
AND SHALL BE CLASS 50 FOR RESTRAINING GASKETS SUCH AS FIELD LOK, SURE STOP 350 OR OTHER
ASPHALT DRIVEWAY/ PARKING LOT PATCH SEWER, SECTION "A -A" CARBON STEEL CARRIER PIPE BRACE APPROVED GASKETS.
BORE UNDER ROADWAYSIRAILROADS BORE UNDER ROADWAYS/RAILROADS
PIPE SIZES IRANHOLESIZE
MIN.WAILTWCKNESS
MIN. REIF. ST
EL MIN, BASE THICKNESS
---
PWC RING AND COVER. SEE
rvu .. i. r FCAa i RENFORCED i"­R=,= m NHUL¢ id. CONGRE F GRADE RINGS SHA L NOT BE USED FUn ABOVE
SHALL BE IN ACCORDANCE WITH ASTM CA78 GRADE ADJUSTMENTS (I.E., OUTFALL AREAS)- USE OF
GRADE RINGS ARE ALLOWABLE IN YARD AREAS AND
2. MlN.CONCRETE COMPRESSIVE STRENGTH SHALL PAVEMENT, WHERE THE RING AND COVER ARE AT
BE 4000 PSI GROUND LEVEL
3 MANHOLES GREATER THAN 12' DEPTH 14 THE MINIMUM SLOPE ACROSS THE INVERT OF THE
NOTES
(2) STAINLESS STEEL
(2} CAM LOCKS 7. MANHOLE FRAME AND COVER TO BE MADE OF GRAY
(2) CAM LOCKS ROLL PINS 112" OA.
SEE DETAIL CAST IRON CONFORMING TO ASTM SPEC. A48-83,
X1 4"
1" LETTERING � CLASS 35, MANUFACTURED BY SAME MANUFACTURER.
ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
NOTES:
112" GRADE 6p 1. COPOLYMER POLYPROPYLENE fiIA.STIC
STEEL REINFORCEMENT STEP SHALL BE PLACED 16' O.0
ON ALL STRUCTURES 5' DEPTH OR
9 9 GREATER
21"8 LESS
48" DIAMETER
5"
ASTM A-165 0.12 SQJIN,
8"
24"-
DIAMETER
6"
TM A-1650.15 S IN.
8"
7 " nIAMFTFR
7^
ASTM A-1850.15 SQ.AN.
B"
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO DETAIL (2 TYPES OF RING (2) PICK BARS DIMENSIONS SHOWN, THEY SHALL BE CLEAN AND
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT AND COVER APPV'D) SHALL HAVE MIN, 6" EXTENDED BASE. M&NPHWOOLLE SHALL BE 1%, UNLESS OTHERWISE APPROVED P SEE DETAIL \�
PERFECT, WITHOUT BLOW OR SAND HOLES OR
\� DEFECTS OF ANY KIND, TENDING TO IMPAIR THEIR 2. STEPS SHALL BE INSTALLED BY
M
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6 DIAMETER. 4. FLEXIBLE BUTYL RESIN JOINT SEALANT 15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE L ® n v STRENGTH. NO PLUGGING OR STOPPING OF MANUFACTURER AND SHALL BE
CAST IRON FRAME & SHALL BE IN ACCORDANCE WI ASTM C990. JOINT AT THE CONE, SHALL BE SEALED ON THE DEFECTIVE HOLES WILL BE PERMITTED. ALIGNED OVER STRUCTURE INVERT
COVER SEE DETAIL RUBBER GASKET JOINTS SHALL BE IN OUTSIDE BY AN APPROVED JOINT WRAP. THE WARP O OUT.
CONIC. GRADE RING MAX- ACCORDANCE WlASTM C�43. SMALL BE A MINIMUM OF SIX (6) INCHES IN WIDTH, AND
MAX. (3) 4". (2} B", FLEXIBLE BUTYL RESIN (3) 4", (2) 6" OR (1) 2". SEE 5. FLEXIBLE EPDM RUBBER BOOT CONNECTORS SHALL BE CENTERED ON THE JOINT. 2. CASTINGS SHALL C- UNPAINTED AND SHALL RAVE
U THE LETTERS "PWC-FAY-NC" ANO "SANITARY SEWER" O O 3. DIMENSIONS SHOWN ARE TO CONVEY
SEALANT OR RUBBER SHALL BE IN ACCORDANCE W7 ASTM C923, 16, MANHOLE BOOT FOR 4-INCH LATERALS- W ® GAST INTO COVER, LETTERS SHALL BE RAISED AND THE DESIRED SIZE OF THE STEP_ STEPS
~ OR (1) 2" GRADE ® MANUFACTURER INSTALLED NOTE 13. CLEARLY VISIBLE SECTION "A -A" OF SIMILAR SIZE AND CONSTRUCTION
w GASKET JOINT- INSTALLED RY MANUFACTURER WISTAIN- LESS SHOULD IT BE NECESSARY TO INSTALL A 4-INCH LATERAL INTO MAY BE ACCEPTABLE PROVIDED
� RINGS SEE NOTE POLY PROPYLENE COATED y Xt, �\
�1 STEP OVER INVERT STEEL COMPRESSION RING AND TAKE-UP A MANHOLE, THE RUBBER BOOT THAT THE LATERAL IS C/ v
a 13. 24" 9 CLAMP. CONNECTION TO MAIN SHALL BE BY INSERTED INTO SHALL BE SECURELY FASTENED TO THE GORE 1-118" MATERIAL SUBMITTAL IS APPROVED
OUT SEE STEP DETAIL. 3, MANHOLE RING AND CRIER SHALL WITHSTAND H-20
JOINT SEAL INSIDE AND OUTSIDE OF ECCENTRIC REDUCER CONTRACTOR WITH STAINLESS STEEL PIPE HOLE, BY UTILIZING A STAINLESS STEEL BAND THAT IS VEHICULAR TRAFFIC. BY PAC.
u CLAMP. TIGHTENED USING A JACK OR A TORQUE WRENCH {DIRECT
COVER FACE
z JOINT WITH FAST SET MORTAR DRIVE). BOTH STANDARD SIZE AND STEP DOWN BOOTS ARE (N.T.S.) 14'DIA 4, MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5% 4, MATERIALS OF CONSTRUCTION AND
,3 SEALER
W SMOOTH FINISH 6. CONNECTIONS TO EXISTING MANHOLES SHALL -1 RING 155 LBS., COVER 160 LBS., UNIT 315 LBS. METHOD OF INSTALLATION SHALL BE IN
O z~ ALLOWED. THE TORQUE WRENCH SHALL BE SUPPLIED BY THE
8 j
§ � D W BE $Y CORING MAN- HOLE AND FIELD A ACCORDANCE WITH OSHA STANDARDS
N v !!
0 u INSTALUNG A FLEX BOOT CONNECTOR, DO MANUFACTURER. ND OTHER TYPE BANDS OR METHOD OF ' III 5. PERFORATED COVERS WALL NOT BE ALLOWED. ANDASTM CA78III 0 ,
w LIFT HOLES THAT EJCTEND THRU NOT ALLOW DEBRIS TO ENTER SYSTEM. SECURING THE BOOT TO THE MANHOLE SHALL BE ACCEPTED. m RUBBERIII
THE WALL SHALL BE SEALED WITH JOINT SEALER 50 GASKET CAM LOCK ` e. SUPPLY SOCKET FOR TURNING CAM LOCK
NON -SHRINK GROUT, LIFT HOLES • FOR FOUR (4) INCH SOR 26 LATERALS, THE PIPE OUTSIDE I I MECHANISM. ONE SOCKET PER PROJECT (( 8
( )
7. MORTAR SHALL BE QUICK SETTING, '�
THAT HAVE PVC CAPS THAT DO NOT NON -SHRINK GROUT MIXED IN DAMES . RANGE OF THE BOOT SHALL BE 3.5 INCHES TO A.25 N 26"PIA_ A SERRATED TRIADS WIDE ENOUGH TO
EXTEND THRU THE WALL SHALL NOT INCHES. I I CAM LOCK DETAIL 7. USE OF CONCRETE GRADE RINGS ARE NOT h tpv'!4" - I STAND ON NTH BOTH FEET
� 2 ACCORDANCE WITH MANUFACTURER'S LL -
b a REQUIRE GROUT SEALANT- --SEAL LIFT HOLES RECOMMENDATIONS. (N.T.S.) ALLOWED, UNLESS APPROVED BY THE PWC ^'+
z FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE m PROJECT COORDINATOR. -
a 46" MIN. B. MANHOLE STEPS SHALL BE IN ACCORDANCE 3-131 r� 12 -�
SEE CHART WITH ASTM G478 AND OSHA REGULATIONS. OUTSIDE DIAMETER RANGE OF THE BOOT SHALL I I
w ALIGN STEPS WITH INVERT OUT. EITHER BE AS FOR VC OR 4.25 INCHES TO 4.81 INCHES. COVER SECTION 6. THIS DETAIL IS TO BE USED ON ALL MANHOLES PLAN VIEW
IN,T.S.} LOCATED OUTSIDE OF PAVED AREAS, UNLESS
SEE NOTE 5 I OTHERWISE APPROVED,
FOR FLEX. CONIC. BRICK AND MORTAR INVERT IN ALL CASES, THE BOOT SHALL BE TIGHTENED ON THE
9. PREFORMED MANHOLE INVERTS ARE NOT
PLACED IN FIELD TO F HEIGHT LATERAL BY MEANS OF A SINGLE STAINLESS STEEL STRAP. 9_ REFER TO DETAIL S,17 FOR INSTALLATION OF
� BOOT OF OUTLET PIPE_ SEE SHELF JOINT SEALER ACCEPTABLE UNLESS SPECIFICALLY APPROVED ;p I` III � �
,U CON BY PAX: IN WRITING. STANDING WATER IN 27�16"-27-7176" DIA_ VENT STACK.
DETAIL. THE LATERAL INVERT SHALL 8E AT THE TOP OF THE SHELF. 516" DIA. SS ROD
E ����� ��
j--SEALAROUND PIPE INVERT OF MANHOLE 1S NOT ACCEPTABLE. 26-9I8'-26-114 PICK BAR AND
17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH FRONT VIEW
REINFORCING SEE CHART ABOVE -SEE SHELF DETAIL 10. VERTICAL DROPS BETWEEN THE INFLOW PIPES GASKET GROOVE DETAIL
LATERALS SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO
SEE CHART SEE NOTE 3 AND OUTFLOW PIPES SHALL REQUIRE MORE THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER =v INT.S.)
THE FOLLOWING: A. GREATER THAN 2.5' SEE ALL OTHER 4' DIAMETER MANHOLES- ALL LATERALS SHALL HAVE APPROVED GASKET _ OVER 116"
#n fi"MIN- COMPACTED NO 57 DROP STRUCTURE DETAIL (MIN. 5' DIA. M.H. AN INDIVIDUAL TROUGH. S DIAMETER MANHOLES SHALL BE USED MATERIAL
STONE FLEXIBLE EPDM RUBBER REQ'D.) B. 1' TO 2.5' SEE PIPE SLIDE DETAIL C.
- I I I I IF THE ABOVE CONDITIONS ARE NOT MET. 24" DIA. {N.T, SJ - 1
IlI1I\� LESS THAN I' SEE SLIDE DETAIL � " 4 EA. 516"O x5-1a' STAINLESS STEEL O A " p a
`UNDISTURBED SUBGRADE NITARY SEWER (OUT} 11. MANHOLE RING AND COVER AND DROP STRUCTURE 18. NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER 24-12" DIA. BOLTS WITH WEDGE ANTHERS. (SCORE
SHALL BE IN ACCORDANCE W1PWC STANDARDS SEE TERMINAL MANHOLE. THREADS TO PREVENT REMOVAL)
26"-26-1/8" DIA. :]m p
SEAL ANNULUS AROUND PIPE NO 57 STONE APPLICABLE DETAIL. 19. USE OF TEE-WYES ON LATERALS IS NOT ALLOWED. pIIE
AT ENTRANCE WITH 20. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE p e p
NON -SHRINK GROUT- 12, INVERT ON PLANS IS TO MANHOLE CENTERLINE. W! PWC STANDARDS. FRAME SECTION MANHO E WALL s c
(N.TS,) FRAME SIDE VIEW ISOMETRIC VIEW OF STEP
STANDARD MANHOLE STANDARD MANHOLE STANDARD RING AND COVERIC N.Ts.)
MANHOLE RING AND COVER
1MTH WIPER GASKET & CAM LOCK STRUCTURE STEP
DESCRIPTION
MIN. HORIZONTAL WATER MAIN 10' MNOTES:
IN. HORIZONTAL 2. - x 2" IP SADDLE
SEPARATION BETWEEN WATER
SE
AND SEWER OD TO 00 � SEPARATION BETWEEN WATER 3. 2" BRASS NIPPLE
EXISTING AND SEWER OD TO OD 1 _ ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND 4. 2" BRASS BALL VALVE B
UNDERGROUND CONDITIONS OF THE CONSTRUCTION STANDARDS FOR PWC MANHOLE COVER_ 5. Z' x 314" BRASS TEE
CA ELECTRIC WATER MAIN EXCAVATIONS INOSHA"SAFETYAND HEALTHREGULATIONS NOTES-
18" IN ACCORDANCE WITH 6. ARV VACUUM
EXISTING STORM DRAIN LAST3' OF FILL IN PAVED AREAS FOR CONSTRUCTION', CHAPTER XVII OF TITLE 29, CFR, PART DETAIL S.7 VALVE A
18" MINIMUM SEPARATION � TO
LEV I SHALL BE SET 1928. THE CONTRACTOR SHALL HAVE ACOMPETENT PERSON 7. 314" BRASS NIPPLE 1, COMBI NATICN AIR VALVES SHALL SE OF THE SINGLE 6. ALL INTERNAL PARTS SHALL BE 316 STAINLESS
i TO ELEV. INDICATED ON PLANS GAS 6 ON THE JOB AT ALL TIMESAND SHALL EMPLOY A PROFESSIONAL B. 3W BRASS BALL VALVE R HOUSING STYLE THAT COMBINES THE OPERATING STEEL.
BETWEEN BOTTOM OF fX. UNDERGRDUNO COMPACTED T09596 MAX DENSITY
WATER AND TOP OF SAN D ELECTRIC - AS DETERMINED BY ASTM DMENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WDRK. 9. 314" FIP x FEMALE QUICK CONNECT FEATURES OF BOTH AN AIRIVACUUM AND AIR RELEASE
SEWER, OTHERWISE, BOTH CROSSING IN ACCORD WTH - s RD75D V VALVE, 7.THE VALVE SHALL HAVE A SINGLE FLOAT DESIGN.
! 2 BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED
THE LATERAL & WATER REQUIREMENTS FOR UNDERGROUND O
' BE THEFOLLOWINGLDREREGARDLESS
WIDTHS. BEDDING MATERIAL SHALL
MAIN SHALL BE DI. IF ELECTRICAL CROSSINGS 111 BE INSTALLED REGARDLESS OF PIPE MATERIAL. CONIC. GRADE RING IN 2. COMBINATION AIR VALVES SHALL RELEASE 6. ALL VALVES SHALL BE INSTALLED IN ACCORDANCE
}� ACCORDANCE WITH DETAIL S2 ACCUMULATIONS OF AIR AT HIGH POINTS WITHIN A WITH MANUFACTURER RECOMMENDATIONS
WATER MAIN IS AL ONLY u CROSSING IN ACCORD WITH IN III PIPELINE BY EXHAUSTING LARGE VOLUMES OF AIR AS
MAKE SS LATERAL DI. 5EW1ER REQUIREMENTS FOR UNDERGROUND FOR48" RCP10# B=', D-&'
MAIN _ ELECTRICAL CROSSINGS FOR 42" RCPI01 B=', D=5'A" PVC OUTLET TO DIRECT LIQUID THE PIPELINE IS BE NO FILLED, AND THEN BY R. ALL AIR AND VACUUM COMBINATION RELEASE VALVES
24" MINIMUM SEPARATION EXISTING 18" MINIMUM SEPARATION FOR 30' RGPIOI B=6'-W, Dom'-V TO GROUND_ S RELEASING ACCUMULATED POCKETS OF AIR WHILE THE SHALL BE CRISPIN MODEL UX20, ARI D-02OARI D-025
BETWEEN BOTTOM OF STORM DRAIN BETWEEN BOTTOM OF GAS �_ CLEANOUT SHALL BE SET I I FOR 24" RCPIDI B=4', D=4'-O" 3 PIPELINE IS IN OPERATION AND UNDER PRESSURE. OR APPROVED EQUAL.
STORM AND TOP OF SAN AND TOP OF SAN SEWER TO ELEV INDICATED ON PLANS FOR 16' PVGADI &Y. O=3' COMBINATION AIR VALVES SHALL ALSO BE DESIGNED TO
SEWER, SFyA,A�R FOR 15" PVCA11 WN, D=N COMBINATION AIR RELEASE PERMIT LARGE VOLUMES OF AIR TO ENTER THE 1 D. VALVE SHALL BE CENTERED IN MH. OFFSET THE
OTHERWISE LATERAL MN 18" MINIMUM SEPARATION UNDISTURBED SOIL IIIIII IIIIII FOR 12" PVGIDI B=7, D--T-W VACUUM VALVE N,P.T.INLET & 5 0 PIPE -LINE WRING PIPELINE DRAINAGE, RING & COVER TO ALLOW ACCESS
18"BE D.I. BETWEEN BOTTOM OF GAS - FOR 8" PCIDI B=2', O=3'-0"
18" MINIMUM SEPARATION 2' N P.T OURET OFFSET
BETWEEN BOTTOM OF AND TOP OF SAN SEWER
ii 12"FROM CENTER MH
o r 3. THE BEDDING MATERIAL SWILL BE GRANULAR CLEAN, COARSE FLAT TOP 3 3. THE COMBINATIONAIR VALVE SHALL HAVE 2" INLET 11. FM SHALL BE A MIN 4'DEEP AT AIR RELEASE
WATER AND TOP OF SAN 24" MINIMUM SEPARATION RACKFILL SHALL BE PLACED IN PEAGRAVEL, OR WELL GRADED CRUSHED ROCK AND OUTLET CONNECTIONS AND A DIAMETER E OF
VALVE.
SEWER, OTHERWISE, BOTH BETWEEN BOTTOM OF STORM T LAYERS AND COMPACTED ww PLACED IN LAYERS NOT TO EXCEED V LOOSE LIFTS FOR MANHOLE GREATER' ORIFICE FOR A MAXNARRKINKING PRESSURE 7 S .
10' MIN. HORIZONTAL w 4 12. AIR RELEASE VALVE BODIES SHALL BE MADE OF
SEPARATION BETWEEN WATER WATER MAIN I THE LATERAL & WATER AND TOP OF SAN. SEWER, TO90%MAXIMUM DENSITY AS t m THE FULL WDTH OF THE TRENCH. TO PSI, ENGINEER SHALL DESIGN VALVE STANCE S OF
MAIN SHALL BE DI. IF OTHERWISE LATERAL SHALL DETERMINED BY ASTM 0898]DW22" ISOLATION GALL TO ACCOMMODATE PARTICULAR CIRCUMSTANCES OF THE STAINLESS STEEL OR REINFORCED NYLON.
AND SEWER OD TO OD GAS WATER MAIN IS EX., ONLY TO Q, ABOVE TOP OF PIPE 4, BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN VALVE (see detail) MAINLINE
1. ALL VERTICAL AR5116RIZONTAL SEPARATION SHALL BE ACCORDANCE WTH THE FOLLDVANG CHART TO PRODUCE 3 13. THE ENTIRE UNIT MAY HAVE A MAXIMUM HEIGHT OF
EXISTING MAKE SS LATERAL DI. IN ACCORDANCE NTH STATE REGULATIONS. CLASS B BEDDING. 4. ALL MATERIALS SHALL MEET THE STANDARDS AND 26" AND A MAXIMUM WEIGHT OF 37 LBS.
UNDERGROUND SELECT BEDDING MATERIAL LESS STEEL
ELECTRIC FOR B"PIPE .067yd31R OF PIPE DOUBLE STRAP SPECIFICATIONS Of THE CITY OF FAYETTEVILLE PUBLIC
2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL NO OVERAGE ALLOWED SEE FOR IT PIPE D91d3JR OF PIPE SERVICE SADDLE 2 WORKS COMMISSION 14. THE VAULT SHALL BE LINED WITH A COAL TAR
I CLEANOUT SHALL BE SET PURPOSES ONLY. NOTE 4 MIN 4") FOR 15" PIPE .11yd3Afl OF PIPE EPDXY.
19' MINIMUM SEPARATION TO ELEV_ INDICATED ON PLANS MAX (DM) FOR 16" PLPE .t3yd3At OF PIPE MANHOLE SIZE 5- MANHOLE, FRAME AND COVER SHALL BE IN
BETWEEN BOTTOM OF 3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL SUBBASE SHALL BE UNDISTURBED FOR 24" PIPE 15yd3At OF PIPE 60' PIAMETER ACCORDANCE WITH PWC STANDARD DETAI L.
WATER AND TOP OF SAN It., EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY SOIL. WHERE SOIL IS DEEMED 1 FOR 3T PIPE _I9yd3A OF PIPE DOGHOUSE MANHOLE
SEWER, OTHERWISE, BOTH PIPE DA FOR 36" PIPE 25yd3At OF PIPE
THE LATERAL & WATER AT EACH CROSSING PRIOR R CONSTRUCTION AI LATERAL UNSUITABLE BY THE PAC PROD. REP.
CROSSING IN ACCORD WITH FOR 42"PIPE OF PIPE I FULL JOINT DI
SD REQUIREMENTS FOR UNDERGROUND TO INSURE PROPER CLEARANCES ARE MAINTAINED. AUTHORIZED AREA SHALL BE UNDERCUT FOR 48" PIPE 3� ML OF PPE DUCTILE IRON SEWER 1 PIPE
MAIN SHALL BE DL IF AND BACKFIRED WITH SELECT BEDDING B WITH CERAMIC EPDXY
WATER MAIN IS EX., ONLY ELECTRICAL CROSSINGS 4. ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS MATERIAL AREAS NOTAUTHORIZED 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH COATING CENTERED
MAKE SS LATERAL DI. INSTALLED ON LATERALS SHALL BE APPROVED BY THE AS UNDERCUT SHALL BE BACKFILLED SEE NOTES 1 & 2. WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
SEWER PROJECT COORDINATOR PRIOR TO INSTALLATION OF BEND AT CONTRACTORS EXPENSE W WITH AT VALVE
MAIN OR EXTENDING THE LATERAL FROM THE MAIN. SELECT BEDDING MATERIAL. WILL NOT BE PAID FOR UNLESS SAND SHALL
BE AJ BY
18" MINIMUM SEPARATION THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID
EXISTING BETWEEN BOTTOM OF GAS FOR IN THE AMOUNT OF THE AUTHORIZED
STORM DRAIN AND TOP OF SAN SEINER 5_ ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND QUANTITY.
DETAILS SHALL BE APPLICABLE. 6- BEDDING MATERIAL SHALL BE PROPERLY ROODED AROUND
24" MINIMUM SEPARATION THE PIPE HAUNCHES.
BETWEEN BOTTOM OF SEWER 6- REFER TO UNDERGROUND ELECTRICAL DETAILS FOR
AND TOP OF STORM, OTHERWISE ADDITIONAL INFORMATION WHEN CROSSING UNDERGROUND 7. CUTS IN PAVED AREAS. SHALL USE TRENCH BOX SHORING INALLOPEN STONE
NO 57 OR NO 5
LATERAL SHALL RE DI. ELECTRICAL FACILITIES, AT THE MINIMUM PRACTIICALWIIDTH. SHALL BE MAINTAINED STONE DRAINAGE BED FM IN STONE
PIT
SEWER SERVICE LATERAL COMBINATION AIR RELEASE
UTILITY CONFLICT SEPARATION SEWER BEDDING COMBINATION AIR RELEASE
REQUIREMENTS VACUUM VALVE (SEWER SERVICE) VACUUM VALVE (SEWER SERVICE)
1, CONTRAGTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED B. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR A 7 WATER OUTAGES: THE CONTRACTOR SHALL SCHEDULE A COORDINATION MEETING THE CONTRACTOR SHALL COMPLETE THE RELTU#RED WORK AND RESTORE WATER t SETTER
DURING CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY WATER MAIN TO CROSS OVER A SEWER MAINILATFRAL THE WATER MAIN SHALL WITH THE PWC PROJECT COORDINATOR AND PROJECT ENGINEER A MINIMUM OF SERVICE WITHIN THE GIVEN TIME PERIOD FOR THE OUTAGE SHOULD THE ITO PROVIDE SUPPORT FOR COVER BOLT DOWN OPTION NOTES,
ALL WATER MAIN AND LATERAL BREAKS TO THE PVC PROJECT BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN 15 At THREE (3) WORKING DAYS PRIOR TO ANY PLANNED WATER OUTAGE. THE CONTRACTOR FAIL TO COMPLETE THE WORK WITHIN THE ALLOTTED TIME, THE TIGHTENING OF FITTINGS A 2(Y" x 314'0 NOTES: 1. ALL MATERIALS SHALL BE APPROVED
COORDINATOR. THE CONTRACTOR SHALL INITIATE IMMEDIATE REPAIRS IN LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAINILATERAL, UNLESS LOCAL COORDINATION MEETING SHALL BE CONDUCTED PRIOR TO ANY NOTICES BEING PUBLIC WORKS COMMISSION SHALL ASSESS A PENALTY OF SWO PER 15UNUTE STEEL ANCHOR ROD SHALL BE PLACED L ALL MATERIALS SHALL BE BY PWC. SEE DWG W5 SHT 1 OF 2
ACCORDANCE WITH PWC STANDARDS. CONTRACTOR SHALL NOT OPERATE CONDITIONS OR BARRIERS PREVENT AN iB INCH VERTICAL SEPARATION - IN ISSUED. ADDITIONALLY, THE CONTRACTOR SHALL LOCATE (VERTICALLY AND INTERVAL OR ANY PORTION THEREOF UNTIL WATER SERVICE IS RESTORED. THIS I THRU SUPPORT BAR HOLE. ROD SHALL BE APPROVED BY PAC. CAST IRON FOR ADDITIONAL INFORMATION.
PWC WATER MAIN VALVES WITHOUT PWC APPROVAL AND SHALL WHICH CASE BOTH THE WATER MAIN AND SEWER MAIN)LATERAL SHALL BE HORIZONTALLY) ANY UTILITIES WITHIN THE WORK AREA, IN ACCORDANCE WITH PENALTY WALL BE DEDUCTED FROM THE CONTRACTOR'S PAY APPLICATION OR BE TIGHTENED TO "SUPPORT BAR HOLE- 518" x 4" LIFTING SLOTS READER LID
COORDINATE ALL VALVE CLOSINGS WITH PWC, DUCTILE IRON IN ACCORDANCE NTH PWC REQUIREMENTS. 2. LOCATION OF BOX SHALL BE 2 METER BOX BASE SHALL BE
THESE CONTRACT DOCUMENTS. THE LOCATIONS OF ALL UTILITIES WITHIN THE BILLED DIRECTLY TO THE CONTRACTOR. THE PENALTY MAY BE WAIVED FOR WISTEEL NUTS AND WASHER. ROD SHALL AS DETERMINED BY PWC PROJECT LOCATED IN FIBERGLASS. METER BOX LID SHALL BE
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHER METHOD OF C. CROSSING WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FOR A WORK AREA SHALL BE DETERMINED PRIOR TO THE COORDINATION MELTING. ANY CIRCUMSTANCES BEYOND THE CONTRACTOR'S CONTROL, AS DEEMED BY THE BE PAINTED W12 COATS BITUMINOUS PAINT_ COORDINATOR. IN NO CASE SHALL = _ \ CENTER OF
WAT R COMBINED POLYMER CONCRETE &
CONFLICTS WITH THE PENDING WORK AND THE EXISTING UTILITIES SHALL BE PUBLIC WORKS COMMISSION. THE PWC PROJECT COORDINATOR ANDIOR PROJECT OR ROD SHALL BE STAINLESS STEEL g m gpX
BOX BE INSTALLED CLOSER THAN
O THE WATER MAIN c-� WAT R o
IMENTS R HIGH TER MAIN TO CROSS UNDER A SEWER MAIN/LATERAL. BOTH FIB
BLOW OFF WHICH ALLOWS DOMEST
IC WATER CONTANING SED O WAr "v ER REINFORCED POLYESTER
VINO ANY CONFLICTS SHALL BE
LEVELS OF CHLORINE TO PASS THRU RESIDENTS METERS. THE CONTRACTOR SHALL AND THE SEWER MAINILATERAL SHALL BE DUCTILE IRON IN ACCORDANCE WITH IDENTIFIED, AND A PLAN FORRESOLVING PRESENTED. THE ENGINEER RESERVE THE RIGHT TO CANCEL OR POSTPONE THE OUTAGE AT ANY
BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING "DIRTY" WATER TO FWC REQUIREMENTS. A FULL JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED PURPOSE OF THIS COORDINATION MEETING IS TO ENSURE THAT THE CONTRACTOR 5' TO BUILDING. I`+BE
GIVEN TIME, IF DEEMED NECESSARY N
ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS WATER HEATERS, STAINED ON THE WATER MAIN CENTERED AT THE POINT OF CROSSING. HAS A GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO THE PENDING 3-METER BOX SHALL NOT O
3- LATERAL SHALL 8E APPROVED BY LOCATED WHERE H-20 LOAD
OUTAGE, VERIFY THAT THERE ARE NO UTILITY CONFLICTS THAT WILL PREVENT THE SKID RESISTANT
CLOTHING, CLOGGED SCREENS, ETC. PLUG PROJECT COORDINATOR PRIOR CAN IMPACT BOX OR COVER.
WORK FROM BEING COMPLETED, ALL EQUIPMENT IS N GOOD NARKING ORDER, ALL SURFACE u
D. CROSSING STORM DRAINAGE LINES, AMINIMUM OF 12-INCHES OF VERTICAL TO BACKFILL. 4. FOR 1-in" METER WITHOUT
3. WATER MAINS AND LATERALS SHALL BE INSTALLED UTILIZING A PWC APPROVED CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER LINE CROSSING OVER A EQUIPMENT IS FUNCTIONAL, ALL MATERIALS ARE ON SITE, ALL NECESSARY TOOLS SECTION A -A
CUT -SHEET INDICATING INSTALLATION DEPTH. ARE ON SITE, DISCUSS ANY NECESSARY CONTINGENCY PLANS, AND ANY OTHER
4 TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS: STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USED. IN ADDITION, ITEMS NECESSARY TO ENSURE THAT THE PUBLIC WORKS COMMISSION HAS 23-112" FOR BOX SEE 4. FOR METER BOX SEE DWG. W,5 PA SEE JUMBO BOX
THREE AND A HALF (3.5) FEET OF COVER MUST BE MAINTAINED OVER THE DETAIL W 5 SHT 2 OF 2 SHEET 2 OF 2. �" 3S5J8" -+ I DETAIL
A. INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS, LATERALS SHALL BE CONFIDENCE THAT THE WORK CAN , ACCOMPLISHED WITHIN THE GIVEN TIME 4&1'B"
WATER MALN OR IT SHALL BE DUCTILE IRON. IF DUCTILE IRON POPE IS USED PERIOD- SHOULD, FOR ANY REASON, THE PUBLIC WORKS COMMISSION DEEM THAT GROUND LEVEL gfrtrl^ COVER
INSTALLED TW INSIDE R1VV UNLESS OTHERWISE DIRECTED BY PWC, THEN TWO AN A HALF 7.5) FEFT OF COVER MUST BE MAINTAINED OVER THE / I'�- -
{ THE CONTRACTOR IS NOT PREPARED FOR THE PROPOSED OUTAGE, THE OUTAGE
B. TRANSFER EXISTING METER TD NEW METER BOX AND TIE NEW WATER LATERAL WATER MAIN AND A MINIMUM OF 44NCHES OF VERTICAL CLEARANCE SHALL BE / / BOX PLAN VIEW COVER
NOTIFICATIONS WILL NOT BE DISTRIBUTED AND THE OUTAGE SHALL BE POSTPONED
TO EXISTING DOMESTIC SERVICE UTILIZING BRASS FITTINGS. SAME METER MAINTAINED BETWEEN THE WATER MAIN AND THE STORM DRAINAGE LINE. A MINIMUM OF TWD (2) WEEKS. THE PUBLIC WORKS COMMISSION WILL PROVIDE // \� 26" STAINLESS STEEL
NUMBER SHALL BE INSTALLED ON SAME ADDRESS ANDIOR CUSTOMER. BLOW WHERE A WATER MAIN CROSSES UNDER A STORM DRAINAGE LINE THE MINIMUM WRITTEN NOTIFICATION TO THE CONTRACTOR OF THIS DECISION. NO ADDITIONAL 37-SIr CAPTIVE BOLT
OFF SERVICE AT HOSE BIBB ON HOUSE ONLY AFTER METER HAS BEEN OF TWELVE (12) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND
CONTRACT TIME WILL BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT TIME TO PROVING SUPPORT FOR
TRANSFERRED. THE WATER MAIN SHALL BE DUCTILE IRON FOR A DISTANCE OF 10-FEET ON
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM, SHUT OFF VALVE EXPIRE WITHIN THAT T(2) WEEK PERIOD, THE PUBLIC WORKS COMMISSION TIGHTENING FITTINGS A 20" x E B OX
EACH SIDE OF THE CROSSING. RESERVES THE RIGHT TO Tp ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE " STEEL ANCHORR ROD SHALL BE PLACED � SELF -CENTERING
ON EXISTING SYSTEM AND ABANDON EXISTING MAINS IN ACCORDANCE WITH PNEC
DETAILS. CONTRACT DOCUMENTS. r THRU 7-318" BRACE EYE. ROD SHALL
D. CONTRACTOR SHALT. SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING ONCE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED, A FOLLOWANGLE BALL VALVE FLOW TIGHTENED TO "1-318" BRACE EYE' CORROSION
RESISTANT NUT PrE
COORDINATION MEETING WITH THE PWC PROJECT COORDINATOR AND PROJECT SOLDER BUSHING WISTEEL NUTS AND WASHER. O SHALL
METER BOXES. ENGINEER SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULED 2-116" 0 D BE PAINTEDCOATS BITUMINOUS PAINT.
5. WHEN MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD OUTAGE. THE PURPOSE OF THIS MEETING IS TO VERIFY THAT THE CONTRACTOR IS TEE COPPER TUBE OR ROD SHALLLL BE STARLESS STEEL. M COVER BOLT DOWN
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION TO ABANDON OLD PREPARED TO PROCEED WITH THE OUTAGE, AND THAT ALL EQUIPMENT, MATERIALS, 2" Ox17' MALE - 2" 0x12" BRASS =4.7W
SERVICE. TOOLS, AND ALL OTHER INCIDENTALS ARE ON THE PROJECT SITE AND FUNCTIONING. BRASS NIPPLE 1-&8- 0.0. V NIPPLE w1CAP COMBINED
6. SEPARATION REQUIREMENTS'. IF FOR ANY REASON THE PUBLIC WORKS COMMISSION DEEMS THAT THE -A COPPER TUBE ALL BRASS FITTINGS POLYMER GONG &
CONTRACTOR IS NOT PREPARED, THE OUTAGE SHALL BE POSTPONED AND ALL FIBER RERF.
A LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL BE SHALL BE 85Fr5-5 34-7/0.
CUSTOMERS IMMEDIATELY NOTIFIED OF THE CANCELLATION- THE OUTAGE SHALL BE POLYESTER
LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER POSTPONED A MINIMUM OF TWO (2) WEEKS. NO ADDITIONAL CONTRACT TIME WILL RED BRASS AWWA ry 42-178" X 3p-112"
MAIN/LATERAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT TIME EXPIRE WITHIN THAT CSOO-89 ASTM B82 93 END VIEW �
LATERAL SEPARATION - IN WHICH CASE: TWO (2) WEEK PERIOD, THE PUBLIC WORKS COMMISSION RESERVES THE RIGHT TO \ � BOX & COVER SECTION
L THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE CONTRACT DOCUMENTS.
THE BOTTOM Of THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF 2" BRASS F P x PAC
THE SEWER MAIHIATERAL; OR JOINT FOR BY OTHERS 417r8" 1! PVC ADAPTOR INLET�OUTLET 12" GRAVEL
ii. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
MAINILATERAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF CONTINUOUS BRICK BOX BASE ` FLOOR -
THE WATER MAIN AT LEAST 18INCHES ABOVE THE TOP OF THE SEWER COMPACTED 0
2" F.I P
MAINILATERAL. .
11BRA55 SUBGRAOE m
BALL VALVE
BRICK SUPPORT
46-58" I . '35" . FIBERGLASS
WATER UTILITY NOTES END VIEW
WATER UTILITY NOTES ROD BASE
EXTENSION SECTION X ISOMETRIC VIEW
2" COPPERSETTER WIBYPASS
23-112" METER SPACING 1-112" & 2" BY-PASS METER BOX
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ARCH ITECTU RE
E N G I N E E R I N G
PLANNING
INTERIOR DESIGN
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triod-designgroup.com
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
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Mk Date Description
Revisions
BID/PERMIT SET
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Date 8-2�-12
Dw9.By FNELINE Gad
Ck.By A, Will
File No. 12-024
Sheet
C2m3

7 NOTES: - {TYPICAL -NEW FIRE HYDRANTS CONNECTED TO EXISTING WATER MAINS)
1 1 VALVE BOX SHALL SE 3 PART NOTES:
SLIP -TYPE MANUFACTURED BY ALABAMA 2 RINGS OF #3 REINFORCING
A Q A 1, CONCRETE PROTECTOR RING SHALL BE
TOP TO BE FLUSH WITH VALVE BOX PROTECTOR PIPE CO., CHAPMAN VALVE CO., COLOMBIAN DEFORMED BAR AS SHOWN
FINISH GRADE AND LEFT RING SHALL BE: PLACED WHERE N �oOo� IRON WORKS, R.D. WOOD CO, OR APPROVED \ 2500 P.S.I. PRECAST REINFORCED CONCRETE
EXPOSED VALVE IS LOCATED IN NON- NOTES: / i' � � 1. PROPOSED FIRE HYDRANTS SHALL BE INSTALLED IN ADVANCE OF 7. EXISTING VALVE DEPTHS ARE MEASURED FROM EXISTING
TRAFFIC AREAS. SEE VALVE 1. ALL MATERIALS SHALL BE IN ACCORDANCE ;� EQUAL. / / \ 2- VALVE BOX SHALL BE AT GRADE SEWER MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE ASPHALT AND/OR VALVE COVER TO THE TOP OF THE OPERATING
PAVEMENT BOX PROTECTOR RING DETAIL. WITH PWC STANDARDS. A / i c ` \ q WIPROTECTOR RING EXTENDING HYDRANT INSTALLATION TO PROVIDE AND10R SUPPLEMENT WATER NUT. THE BARREL INFORMATION SHOWN IS CALCULATED USING AN
4" min. 2. RESILIENT WEDGE GATE VALVE SHALL BE AS a 2. VALVE BOX SHALL BE 3-PIECE / / \ \ 112"ABOVE GRADE MAIN FLUSHING IF BREAKS OCCUR. INTERPOLATION BETWEEN THE TWO NEAREST VALVES- THE GROUND
3000 P51 POURED TURF 6" max- 5-314' Q Q CLOSE GRAINED CAST IRON I / \ 1 ' ELEVATION AND10R CURB FOR THE PROPOSED FIRE HYDRANT IS
12" MANUFACTURED BY MUELLER CORP-, �� �- SLIP -TYPE VALVE BOX WITH A MINIMUM 3. SEE GATE VALVE AND BOX DETAIL
IN PLACE CONCRETE F+----- I TRACER WIRE AMERICAN DARLING OR CLOW CORP. +__ 7�- THICKNESS OF 3/16". 1 2. FIRE HYDRANT CONNECTIONS TO FJ(I5TING WATER MAINS SHALL INTERPOLATED FROM CROSS SECTIONS AND THE FLANGE ELEVATION
COLLAR I I 1 2„ min WATER BE MADE USING A TAPPING SLEEVE AND VALVE BY WET TAP SHOWN IS APPROXIMATE. FIRE HYDRANT SHALL BE INSTALLED IN
_ a p III- 3. ALL VALVES SHALL HAVE 2" SQUARE SECTION "A -A" PLAN y ` ' f l A. VALVE BOX PROTECTOR RINGS CONNECTION. THE TAPPING SLEEVE AND VALVE SHALL BE ACCORDANCE WITH THE FIRE HYDRANT AND VALVE INSTALLATION
FINAL GRADE I I I I I -a III I ° I I -I I I OPERATING NUT
AND SHALL OPEN 3- VALVE BOX SHALL HAVE RAl5E0 / BOX IN UNPAVED NON -TRAFFIC YAREAS
I I HYDROSTATICALLY TE TED PRI R T THE DET
m - _ _ _ .5-1f4" DROP LID LETTERS "WATER" CAST INTO COVER. , /
S O O COMPLETION OF THE TAP AIL.
p � \ \ � / IN THE PRESENCE OF THE OWNER.
p p 4 4 - CONCRETE COLLAR =III -III- I I -III- 4. VALVE BODY, BONNET AND GATE SHALL BE - AND SHALL NOT CREATE A HINDERANCE 8- THE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS
_ _ SHALL BE PLACED �-j �" 4 VALVE BOX SHALL HAVE 31B"HOLE \ \ / / TO MOWING OPERATIONS. 3. THE CONTRACTOR SHALL HAVE THE EXISTING UTILITIES WITHIN THE PROJECT (I.E. FIRE HYDRANT NO. 1 INDICATES A S-0"
-I I I- I I _"YI I I III WHERE VALVE IS IN A I -III -I I I -I I IN ACCORDANCE WITH AWWA C�091Ch15 ��4" DRILLED IN TOP SECTION THRU WHICH A \ \ i /
I II I TRAFFIC AREA. - AND NSFfi1. 7 5-114" 114"x1-12' GALVANIZED BOLT SHALL BE \ - / LOCATED IN THE VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR DEPTH OF BURY, ACTUAL CONDITIONS CALL FOR A V-W DEPTH OF
I II I ' I I _I T---- VALVE BOX I_ I I III -I 5. VALVE BODY AND BONNET SHALL BE 7-3/8" USED TO SECURE A MINIMUM 12 GAUGE, - SHADED PORTION OF TO REQUESTING CONSTRUCTION STAKES. THE PROPOSED LOGATFON BURY, FIRE HYDRANT N0. 2 INDICATES AB'-0" DEPTH OF BURY,
-I I SEE DETAIL I I IT COATED ON ALL INTERIOR AND EXTERIOR � „ SINGLE STRAND, COATED COPPER TRACER RING IS EXPOSED MAY EXIST EI EHlFTED GAS SERVICES RELOCATED
By THE
EOW ERCIF CONFLICTS SUBSTITUTION? CONDITIONS REQUIRE A 5-0" DEPTH OF BURY, THEN A
SURFACFS WITH A FUSION BONDED EPDXY DROP LID WIRE FOR NON-FERROUS PIPE, A 112" REMAINDER IS BURIED (} WILL BE REQUIRED). ALL EXTENSIONS SHALL BE
NCDDT CONCRETE III -III I Ii-I I S- IN ACCORDANCE WITH AWWA C-550-90. WASHER SHALL BE USED BETWEEN NUT PLAN APPROVED BY THE PWC PROJECT COORDINATOR PRIOR TO
-III-I I -III -I BRICK (4 REQUIRED -III-I I -III-III I I I I AND INSIDE OF BOX. TIGHTEN HAND N.T.S. 4 THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF INSTALLATION AND ONLYAFTER ALL EFFORTS OF SUBSTITUTION ARE
_ _ 6. ALL VALVES 24" AND SMALLER SHALL HAVE INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER EXHAUSTED.
-I I I -I I -I I I -I I I- EACH SECTION.) III -III- I I -I I I I- A SAFE WORKING PRESSURE OF 250 PSI. n - I jrTIGHT' MAIN MATERIAL, SIZE, CLASS, DEPTH AND LOCATION FOR EACH
I I -I I I I -I I I MIN. 12 GAUGE, SINGLE III I -III III- 7- SEE VALVE BOX DETAIL FOR ADDITIONAL _ _ _ _ =r 4" min. I I 5, SCREW TYPE VALVE BOXES ARE INDIVIDUAL FIRE HYDRANT LOCATION IN ORDER 70 SUPPLY PROPER 9. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW
-I I- TRACER WIRE COATED
COPPER - - I= INFORMATION. - v - I I NOT ACCEPTABLE. SLEEVE TYPES, BARREL LENGTHS AND OTHER REQUIRED MATERIALS MAIN, CONTRACTOR SHALL PROVIDE ALL LABOR, TOOLS, EQUIPMENT,
GROUND TO ACCOMMODATE EXISTING MATERIALS ENCOUNTERED AND SITE MATERIALS, ETC. NECESSARY TO PROVIDE A COMPLETE
B. SEE VALVE BOX PROTECTOR RING DETAIL I I CONDITIONS. INSTALLATION. FIRE HYDRANT SHALL BE TRANSFERRED TO NEW MAIN
III-1 13 1 1 1-I 1I INSTALLED BETWEEN III -III: FOR ADDITIONAL INFORMATION. I I I I DIMENSIONS SHOWN ARE FOR 41fI BRANCH LINE AFTER MAIN IS ACCEPTE❑. HYDRANTS SHALL NOT BE
I I I VALVES AND SHALL BE -1 INFORMATION ONLY AND VARY BASED UPON fir' I _ N1N _ I REINFORCED
I- - INSTALLED ON ALL NON - - 9. VALVE BOX SECTIONS ARE REQUIRED. THE I w I I THE MANUFACTURER. CONCRETE 5. THE INFORMATION CONTAINED IN THE "FIRE HYDRANT DATA OUT OF SERVICE FOR GREATER THAN 24 HOURS. CONTRACTOR SHALL
METALLIC PIPELINES.) USE OF PIPE IN LIEU OF VALVE BOX J I a PROTECTOR CHART" WAS PRODUCED USING EXISTING PWC RECORDS AND AVAILABLE NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OF SERVICE
AL WATER SPLICES SHALL BE AL WATER SECTIONS SHALL NOT BE PERMITTED. ¢ I I a TOP 7, VALVE BOX SECTIONS ARE •. • , . •,. z z RING FIELD INFORMATION. THE INFORMATION IS INTENDED TO ASSIST THE FIRE HYDRANTS PRIOR TO CONSTRUCTION.
MAIN PPROVEp BY THE PWC MAIN < > SECTION REQUIRED. THE USE OF PIPE IN LIEU OF N g CONTRACTOR, BUT 1S NOT GUARANTEED. THE CONTRACTOR IS
ROJECT COORDINATOR. j I I I I VALVE BOX SECTIONS SHALL NOT BE - ENCOURAGED TO VERIFY ALL THE PROVIDED INFORMATION. THIS 10- SOD SHALL BE REPLACED WHERE APPLICABLE. DAMAGE TO
PERMITTED- / j - ^ ` \ INFORMATION IS APPROXIMATE AND MAY NOT BE ACCURATE. PROPERTY OWNERS LANDSCAPING, FENCES, ETC. SHALL BE REPAIRED
`III I III qq I I-1 I 1 E- III I III I III / \ OR REPLACED TO THE PROPERTY OWNER'S SATISFACTION, TO INCLUDE
III -III -III -I I i-III ! I i I I III -III -III -III -I I I I _ I I S� TRACING WIRE SHALL BE 6. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS WITHIN RIGHT-OF-WAY, (NO SEPARATE PAYMENT).
I • I I INSTALLED OUTSIDE OF BOX. VALVE tK?X { LENGTHS OF BARRELS AND HYDRANT EXTENSIONS (NO MORE THAN
VALVE IN TRAFFIC AREA VALVE IN NON -TRAFFIC AREA I I I I
ONE HYDRANT EXTENSION MAY BE USED PER HYDRANT) TO ADJUST
FOR WATER MAIN DEPTHS IN RELATION TO TOP OF EXISTING CURB
GRADE, TOP OF PAVEMENT, EXISTING DITCH GRADE AND/OR
BOTTOM 24" DIAMETER MIN. RIGHT-OF-WAY GROUND ELEVATIONS AS NECESSARY ADDITIONAL
CUT AWAY VIEW
fr11g" FITTINGS AND10R HYDRANT EXTENSIONS OR OFFSET CONNECTORS
GATE VALVE B" SECTION NITS MAY BE REQUIRED TO MAINTAIN PROPER COVER AS APPROVED BY
6-1�" SECTION A -A THE PWC PROJECT COORDINATOR. (NO SEPARATE PAY).
10-114" N.T.S.
q��q
9-1R"
TOP SECTION BOTTOM VALVE BOX PROTECTOR RING FIRE HYDRANT
ADDITIONAL GENERAL NOTES
VALVE BOX
g
NOTES: NOTES. g 1. SEE FIRE HYDRANT DETAIL W.13 FOR ADDITIONAL NOTES:
e R, realm ncecA•e, v
z
1 -8 PIrWIG STANDARD PENTAGONAL
(TYP.} OPERATING NUT OPEN
COUNTER CLOCKWISE
NOTES :
8'X6' 6'X12" 6'X24"
A TV, 30' 41"
FIR HYDRANT DETAIL W. FOR 1. SEE F
ADDITIONAL REQUIREMENTS.
2. ALL VALVES AND HYDRANTS SHALL HAVE
8"XB' 6"X12" 8"X24"
A 1g, �„ 41„
REQUIREMENTS.
2. ALL VALVES AND HYDRANTS SHALL HAVE M.J.
CONNECTIONS WITH IRON RETAINING GLAND M.J. RESTRAINT,
SHALL BE APPROVED
BY PWC
2. WHEN INSTALLED IN
A PAVED AREA
NOT TO BE RE -USED
UNLESS APPROVED BY
PWC.
5. REMOVE ENTIRE
1. FIRE HYDRANT SHALL BE MODELS
MANUFACTURED BY MUELLER CO.
B 8" 12' 2N'
M.J. CONNECTIONS WITH IRON RETAINING
GLAND M.J. RESTRAINT.
B 6 12" 24
3. FIRE HYDRANT OFFSET CONNECTOR SHALL REPLACED
METER BOX SHALL
BE SET 1/4' ABOVE
ASSEMBLY FROM BELL Of
WATER MAIN PIPE WHEN
CONCRETE THRUST BLOCK
& 1
(CENTURIAN), AMERICAN VALVE AND
AS APPROVED BY THE PWC PROJECT COORDINATOR.
FINISHED PAVEMENT
GRADE AND PAVEMENT
EXTENDING THE MAIN
COUPLING THREAD
WITH FIRE HOSE COUPLING THREAD IN
WITH
ACCORDANCE W CITY OF FAYETTEVILLE
HYDRANT CO. MODEL MARK 73 . GLOW
( )
MEDALLION OR APPROVED EQUALlt�.
SIZE 8" OIL. X OFFSET
I
3. FIRE HYDRANT OFFSET CONNECTOR SHALL
8E PLACED AS APPROVED BY THE PWC PROJECT
r OORDINATOR
I
SIZE 6' D3A- X OFFSET
4. OFFSET CONNECTOR SHALL NOT BE BACK FILLED UN71L
W PE CTED AND APPROVER BY PLAIC PROJECT COORDINATOR
FEATHERED TO TOP
OF BOX.
\�
.. __. __. __...__... ..._____. ___...____.
... ... V
BE SECURELY CHAINED TO THE 2. ALL VALVES AND HYDRANTS 3.METER BOX AND
HYDRANTS BODY SHALL HAVE M.J. CONNECTIONS WITH 4 OFFSET CONNECTOR SHALL NOT BE BACK VALVE BOX SHALL BE
FIN. GRADE VALVE BOX IRON RETAINING GLAND M.J. FILLED UNTIL INSPECTED AND APPROVED BY PWC IN ACCORDANCE WITH 2" SCHED BD PVC
PROJECT COORDINATOR- PWC DETAILS 90A ELBOW
RESTRAINT. GROUND t1" t1'
SPHALT
4.112" + 3. FIRE HYDRANT SHALL BE FIELD
BARREL PAINTED IN ACCORDANCE WITH PWG -'
i BRICK STANDARDS, BEFORE PROJECT I5
6" GATE VALVE SEE CONCRETE
ACCEPTED- 2" SLIP ON CAP 2" SOB 21 PVC
C Z w THRUST BLOCK z O 2" BRASS F.I.P x PACK
R I DETAIL Z_,C 2'In Ir JOINT FOR PVCADAPTOR
4, HYDRANT VALVE SHALL BE 2 4� > @4" min.
PLACFD AS CLOSE AS POSSIBLE TO M m k m 0 FINAL7 j 6" max.
THE MAIN, BUT DO NOT PLACE VALVE RESTRAINED GRADE METER BOX 12" BRASS NIPPLE CONCRETE THRUST
I I IN PROPOSED OR EXISTING CURB AND RESTRAINED JOINT CONCRETE COLLAR BLOCK, PER PWC
"v t GUTTER. IF THE STREET IS SOILAND JOINT IN PAVED AREAS
fl" D,i. PIPE + DETAIL W f7
NO PAVING IS TO BE DONE AT THIS RESTRAINED JOINT CONC. PROTECTOR 2" BALL VALVE
I TIME, THE LOCATION OF THE VALVE IS �� VALV RING IN
I I SEE NOTE IN 4 TO BE DETERMINED BY THE PWC
PROJECT COORDINATOR. AWWA C153 AWWR 0153 AREAS. (SEE VALVE
UNDISTURBED Di TEE, HYDRANT DI OFFSET DI OFFSET BOX DETAIL W.7} 6" BRASS NIPPLE 12" MJ SLEEVE
SOIL TEE OR TAPPING 5. FIRE HYDRANTS SHALL BE CONNECTOR CONNECTOR
n �' „;;ph
,'f"ykPLACED AS DIRECTED BY THE PWC tp{,j;lj;l,,PIPE M J. CONNECTION WITH IRON PIPE
SLEEVE AS BRICK
VARIES PROJECT COORDINATOR. RETAINING GLAND M.J. TRACER AIR£
REQUIRED. (SEES ''' M.J. SPLIT RESTRAINT. (SEE NOTE 2 AND M.J. SPLIT CLASS 50
TAPPING DETAIL) GLAND GLAND 3.9 MIN.
7 CU. FT. #57 STONE 6. HYDRANT BRANCH SHALL NOT BE M.J. SPLIT 0 37" PWC STANDARD RESTRAINING M.J. SPLIT 0,3y� OR 2"SDR-21 PVC
PLACED TO A LEVEL 4" M.J. CONNECTION WITH IRON BACK FILLED UNTIL INSPECTED AND m GLAND DETAIL) m GLAND PRESSURE 2^ BALL VALVE WATER
ABOVE DRAIN OPENING RETAINING GLAND MJ. RESTRAINT APPROVED BY PWC PROJECT CLASS 350 M.J. CONNECTION WITH IRON 6" BRASS MAIN
SEE NOTE 2 AND PWC STANDARD SLOTTED
RESTRAINING DETAIL- COORDINATOR. O.D DER' VAL O D. OF 8" DI PIPE RETAINING GLAND M.J. NIPPLE VALVE BOX 2" G W F 80
C153 IRESTRAINT- (SEE NOTE 2 AND IF MAKING WET � PVC 90" ELBOW
AWWA C1.9 O€� E$'� �AWyyA C153 DETAIL) STANDARD RESTRAINING TAP BE WATER
7. GATE VALVE AND BOX SHALL BE DI PIPE�.9D"
IN ACCORDANCE WITH PWC STANDARD
DETAIL. DI OFFSET MAIN _"X2" TAPPING SADDLE Md PLUG
CONNECTOR 2" BRASS F LP x PACK
8. HYDRANT EXTENSIONS AND/OR RESTRAINED RESTRAINED PIPE JOINT FOR PVC ADAPTOR TO BE REMOVED
OFFSETS SHALL BE APPROVED BY PWC JOINT JOINT WHEN EXTENDING
PROJECT COORDINATOR. A A I 7' BRASS NIPPLE MAIN
FIRE HYDRANT AND TOTAL LENGTH OF OS PIPE TOTAL LENGTH OF OS PIPE RESTRAINED JOINT -"X2" TAPPING SADDLE CONCRETE THRUST BLOCK
VALVE INSTALLATION
RESTRAINED JOINT FIRE HYDRANT RESTRAINED ,JOINT FIRE HYDRANT
OFFSET CONNECTOR (STEEP BANK) OFFSET CONNECTOR @ DITCH 2" BLOW OFF
NOTES POINT OF C90D OR DI PIPE M.J. TEE WITH
Nf1TFR n �TRANS3TION TO DI PIPE (TYP)
CONCRETE COLLAR
CONCRETE COLLAR IN PAVED AREAS
IN PAVED AREAS
NNG IN PROTECTOR
CONC, PROTECTOR ASPHALT RING
RING IN NON -TRAFFIC
- ASPHALT NON -TRAFFIC 2" min. (SEE VALVE BOX
2" min. AREAS- (SEE VALVE FINAL DETAIL W.7
Rnx rIFTAll W71 F.RAnF 12" )
1- COMBINATION AIR VALVES SHALL BE OF THE
SINGLE HOUSING STYLE THAT COMBINES THE
PWC RING & OPERATION OF BOTH AN AIR VACUUM AND NR
COVER IN RELEASE VALVE. THE COMBINATION VALVE
ACCORDANCE SHALL HAVE 7' NPT INLET AND OUTLET
WITH DETAIL CONNECTIONS AND A 3132INCH DIAMETER
S.7 ORIFICE (OR ORIFICE SHALL BE DETERMINED
BY THE ENGINEER} FOR A MAX, 300 PSI
WORKING PRESSURE.
I i I
-
����iiir
MIN. BEARING AREA EACH OIRFCn0N
OF THRUST IN SQUARE FEET
(based on soil sllppel1111g 1l91Ue of 2131X1 psf � 200 prig Aas1 pressure)
1.} THRUST BLOCKS SHALL TI INSTALLED
ON PVC WATER DISTRIBUTION LINES 6"
THRU 12" PIA. iN THE MANNER SHOWN.
SEE PWC STANDARD ALT. RESTRAINING
2.J PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE
DETAIL W 18 FOR ACCEPTABLE RESTRAINT
ALTERNATE RESTRAINING SYSTEMS.
Inlur oloc cnn ruc avnvcv r
U U UNRESTRAINED AT JOINT t17pl vVrU Ora I mmr I
RW TYPI
6
LR TEE LR TEE
A POINT OF DI PIPE TRANSITION
R TO C9000R DI PIPE
SECTION "B-B" (TYP)
z O ALL DI PIPE BETWEEN FITTING
w
! b_RW AND VALVE SHALL BE
_
O� -0 YY 111 .._ �aCCTOA Win w„
PIPE
SIZE
TEES 8
DEADENDS
P
ELBOWS
4i' ELBOW
9 CROSSES
II1R
ELBOWS
B"
4
6
3
2
6"
7
10
5
3
12"
15
21
11
8
........... ........� ...... ti," ..�,... ,
GRADE 1T CONC. GRADE RING IN 2. THE COMBINATION VALVE ASSEMBLY SHALL w
4" min- BE EQUIPPED WITH A 2" NPT ISOLATION 3. COMPACT FITTINGS ARE NOT SIDE VIEW FRONT VIEW SECTION "A-)" M.J. GATE VALVE
8" _rg ACCORDANCE WITH }
�_..- r1 Velu �I oloI DIQ�II arrcvreme ereunean rlrrlur_c 1 Recroe�uu a
w rnm' 1 Ma.
8" 6'
max. SLIP TYPE C.I. TRACER WIRE
TRACER WIRE VALVE BOX
SLIP TYPE C.I.
VALVE BOX FLANGE
FLANGE BRICK
rJr I A,L a[ •• •� • �.
3- VALVE SHALL BE CONSTRUCTED OF
STAINLESS STEEL NTH THE ONLY EXCEPTION
COMBINATION AIR RELEASE
VACUUM VALVE 2"NPT INLET BEING THE BUNA-N RUBBER SEAT AND
OFFSET 12" FROM CENTER MH
FIAT TOP ,..__......_........._...................�.. r.,
• "••• • • • • •••••
ELBOW _ _ SHALL BE USED WITH CONCRETE
M.J.PLUG I THRUST BLOCKING.
CONCRETE
_ 4.) THRUST BLOCKS SHALL BE
- • . '•,•' '_ • THRUST INSTALLED ON SEWER FORCE
- _ ' lBLOCK
' `. I MAIN IN THE MANNER SHOWN.
(TYPO
IRON RETAINING GLAND M J, RESTRAINT
NOMINAL WEDGES BOLTS PRESS
PIPE SIZE QUANTITY QUANTITY RATING
6" 3 6 35f1
8" 4 fi 350
T. 8 8 350eq
sr
Z JOINT$ W!
APPROVED RESTRAINT
� TYPICAL
y
w
x M.J. GATE VALVE I
r WITH APPROVED
Ix
6'
_II'/
1I I H /iPYRUYEU
RESTRAINT (TYP)
DUCTILE IRON PIPE (TYP)
I RESTRAIN M.J. JOINTS
WITH APPROVED
BRICK a- Ixnnnu�c anA�� ac Iry ni.�,ununrv..r ��.,., - - Z RESTRAINT (TYPJ I I I nw I nwry I L I rrl
MANHOLE 2" BRASS NPT 5,) IF SAC-CRETE IS USED, MIXING
THE PWC STANDARD MANHOLE DETAIL. ❑I PIPE TRANSITION
ISOLATION BALL MUST 8E ON SITE UTILIZING A
_ V� SEE BLOW -OFF DETAIL FOR MECHANICAL MIXER. B" SIZE SHOWN 6• & 17 SIMILAR TO CBOG OR D,I. PIPE
COMPACTED SOIL (TYP) 5. 2" TAPPING SADDLE SHALL BE DUCTILE I • CLARIFICATION OF CONSTRUCTION IRON RETAINING GLAND M-J. RESTRAINT UNRESTRAINED AT
COMPACTED SOIL (TYP) STAINLESS STEEL IRON WITH STAINLESS STEEL STRAPS, BOLTS, _ _ REQUIRED AT DEAD ENDS UNDISTURBED S-) NO CONCRETE SHALL BE JOINT
&V In(111RI F STRAP NUTS AND WASHERS. _ THRUST _� rsnrl PI Ar.Fn ON Rol Ts WRAP 900 OR D.I. PIPE
VARIABLE SIZE PLUG
SLOTTED VALVE BOX SERVICE SADDLE NPT AREA OF JOINT FITTINGS WITH PLASTIC. LR (MIN, LENGTH OF RESTRAINT EACH DIRECTION OF THRUST IN LINEAR FEET) RESTRAINED JOINT DETAIL FOR TYPICAL TEE INTERSECTION
TAPPED 2" FITS ON TOP OF 2" PIPE 6. SADDLES FOR PIPE SIZES W THRU 24" HORIZONTAL BEND DEAD END BEARING Based on 200 pst pressure Safety FacYa of 2,0:1, BARE DI PIPE AND ML Soil, 3,5' cover 4 WAY INTERSECTION SIMILARLY RESTRAINED
SLOTTED VALVE BOX BRICK TO BE PLACED UNDER PIPE
FITS ON TOP OF 2" PI PE MANHOLE SIZE 60" SHALL BE DOUBLE STRAP. 7.) CONCRETE SHALL BE Chart 110&4 nd BPP1 ie pgBa wrapped in lane wre
DIAMETER (min.) A MINIMUM 3,004 psi- PIPE VALVES
BRICK TO BE PLACED UNDER PIPE DOGHOUSE 7. THE MINIMUM COVER OF THE WATER MAIN 8.) ALL BEARING SURFACES SHALL BE SIZE DEAD ENDS W.
46' ELBOW 22-112° REDUCER NOTES:
2" PVC SOR21 WATER PIPE ELBOWS & CROSSES ELBOWS 1. THRUST RESTRAINT SHALL BE 6.} THE MINIMUM LENGTH OF RESTRAINT
AT THE AIR RELEASE VALVE SHALL BE 4'. SIDE EXCAVATIONS(TYP.) % AGAINST UNDISTURBED SOIL AND a, TEES
31' 13. T WX2" 57' } INSTALLED ON DUCTILE IRON WATER INDICATED SHALL REQUIRE ALL JOINTS
kN
SHALL BE APPROVED BY PWNC PR6.1. DISTRIBUTION LFN COORDINATOR PRIOR TO PLACEMENT 8" 72' q0' 1T 8' B"X6' 30' ES 6' THRU 12' WITHIN THE LR DISTANCE TO BE
\\ ELBOW OF CONCRETE. DIAMETER IN THE MANNER SHOWN- RESTRAINED.
ll \ RRASS 12 107 57 24 12 SFF PVdr CTANRARn T4,RI ICT
12-XW 54'
c vnnau r Lr a rnw• ".,,,. I 1 HULL JUIN I
2"p112'LONG BRASS FOR PVC ADAPTOR NIPPLE 9.) USE OF RESTRAINED JOINT DUCTILE OR OTHER FORMS OF IRON RESTRAINT. 6,) RESTRAINT SYSTEM SWILL
DUCTILE IRON PIPE
NIPPLE. WHEN REQUIRED 7'0 BRASS NIPPLE (12') IRON WILL BE REQUIRED IF SOIL [JGTYI i4 B R=(Lr BE INSPECTED AND APPROVED
PIPE BEYOND BRASS NIPPLE CENTERED AT VALVE CONDITIONS DO NOT ALLOW THE USE 1R'>TAyp,11ERES'7FI TO 2.) IRON RETAINING GLAND M.J- RESTRAINT PWC PRIOR TO BACKFILLING.
SHALL BE SCH 80 PVC 2"0 BRASS BALL VALVE
CONNECTED w1 BRASS F.I.P. 7.) RESTRAINT SYSTEMS MAY VARY
OF THRUST BLOCKS BED£ Cy''A'R SEE CHARTED DETAIL W 17 FOR PVC RESTRAINT
C900 OR
W.) ALL VERTICAL BENDS SHALL BE TILE_ OUu 01 PIPE BASED UPON THE ENGINEERS'
2"0 BRASS NIPPLE (12^) SWILL NOT BE USED ON PVC PIPE.
x PACK JOINT FOR PVG •s` • RESTRAINED USING RESTRAINED y7UC11 WRa PIPE �RONp 3.} PIPE GREATER THAN 12 INCH DESIGN AS SHOWN ON THE
ADAPTOR MANHOLE BASE SECTION JOINT DUCTILE IRON PIPE. PIPE OH p- DIAMETER SHALL REQUIRE
2"0 BRASS BALL VALVE VARIABLE SIZE WATER MAIN 17 SHALL BE SUPPORTED ON = CONCRETE ftON rPE PLAN AND PROFILE SHEETS.
2"13 BRASS NIPPLE {72") 4'7B"x18" SOLID CONCRETE SHALL BE VALVE, FITTING RESTRAINED JOINT PIPE FOR THE
ALL BEARING KEPT CLEAR OR DEAD END. PROPER LENGTH. 8 } GRIPPER RING AND FIELD LOK
2' BRASS F.I.P. x PACK JOINT
BLOCKS STACKED 2 HIGH SURFACES OF PIPE C90D OR 4,} COMPACT FITTINGS ARE ACCEPTABLE GASKETS ARE AN ACCEPTABLE
FOR PVC ADAPTOR 1181r APART SHALL BE
JOINTS(TYPDI PIPE RESTRAIN MJ JOINTS WITH .} IRON ARESTRAINT FOR USE WITH IRON RETAINING GLAND METHOD OF RESTRAINT ON
2" MAIN LINE VALVE VARIABLE SIZE MAIN LINE TAPPED 2" D2" M.J. RESTRAINT AND OTHER FORMS DUCTILE IRON PIPE ONLY.
DRAINAGE
IT TEE- UNDISTURBED
SCROSS RETAINING GLANDS (TYP)OR OF01RESTRAINT.
PTONE AGAINST
GROUND (TYP.) OTHER FORM OF APPROVED DI
2" VALVE INSTALLATION
INL
COMBINATION AIR RELEASECONCRETE THRUST BLOCK DETAIL RESTRA
VACUUM VALVE (WATER SERVICE) ALTERNATE
RESTRAINT DETAIL
(DUCTILE IRON PIPE ONLY)
NOTES: VARIES -SEE CHART q
NOTES.
1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
1. 4" SDR-21 CONDUIT SHALL BE INSTALLED
IN CONJUNCTION VJhNATER MAIN CONSTRUCTION
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
3'_< 18" DIAMAIN
r PAVEMENTIROADWAY
AND SHALL BE LOCATED AS SHOWN IN THE
,V $" TOPSOIL RESTORED TO
EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
Il
ABOVE DETAIL UNLESS SHOWN OTHERWISE ON
AS REQUIRED
ORIGINAL GRADE AND SEEDED
FOR CONSTRUCTION". CHAPTER XV11 OF TITLE 29, CFR, PART
THE PLANIPROFILE.
-_ OR SODDED AS INDICATED ON
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
I
BELL OD +8" MIN,
DRAWINGS
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
2. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
BELL OD + 24" MAX.
/
2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
6"
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
UNDISTURBED SOIL
EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
AT THE MINIMUM PRACTICAL WIDTH.
Q 8
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
Z
REQUIRED 4"SDR-21
1926, THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
3- TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4'
_
w
(FIBER
(FIBERPOLYEOPTIC CONDUIT
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING-
FL
-I
EERIE,I I I=1 I
1-I
I M I M I �
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT
y +
TAPE MARKING TAPE
BE MINIMUM OF
3. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
� l
1---I I �I
I i
PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS
UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
12' ABOVE CONDUIT)
ry NOTE 1)
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
I_I
I --I UNDISTURBED
1--! SOIL
4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
(SEE
AT THE MINIMUM PRACTICAL WIDTH
I=
AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH,
FREE OF ROCKS FOREIGN MATERIAL AND
BACKFILL LIGHTLY TO 17
4. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4'
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT
U
w
w
a
� PRECAST TOP
ACCESS NOTES.
REMAINING TRENCH BACKFILL ABOVE PIPE IN fi" LIFTS (95% I HATCH
O I COMPACTED TO 95% MAX. DENSITY FROZEN EARTH. PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS - CENTERED ON 1. VAULTS SHALL HE PRECAST REINFORCED 8. THE VAULT SHALL BE LOCATED NO CLOSER THAN 1& ACCESS HATCH SHALL LATCH AUTOMATICALLY
w I IN MAX. 12" LIFTS FOR NON -PAVED I MAX DENSITY COHESIONLESS SOILS PLAN A
I I to 5 i I AREAS. SEE APPLICABLE PAVEMENT 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH 90%MAX DENSITY COHESIVE SOILS) UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE. .n VAULT CONCRETE 4, ( 900psi). VAULT CANSTRUC�ON 5' FROM ANY STRUCTURE UPON CLOSURE (SLAMLOCK}. HATCH SHALL BE
II ----II RECESSED LIFTING HOOK SHALL BE CERTIFIED BY MANUFACTURER TO LOCKABLE USING A KEYED LOCKING MECHANISM
Mil I PATCH DETAIL FOR PAVED AREAS. WALLS AND TRENCH BOTTOM. BEDDING MATERIAL WATER MAIN MATERIAL SHALL 5. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY BE AS SPECIFIED AND SHOWN AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH, TO BE FILLED WITH v 9 PIPING SHALL BE RESTRAINED JOINT DUCTILE
PIPE FILL WITHSTAND LOADING DUE TO BACKFILLH�G. IN IRON FROM TAP AT MAIN TO VAULT INTEGRAL TO THE HATCH. HATCH
_ FREE OF ROCKS, FOREIGN MATERIAL, AND 5 HYDRAULIC CEMENT WISOLID ACCORDANCE WITH ACI 318 MANUFACTURER SHALL PROVIDE ONE
THE PROJECT REPRESENTATIVE AND ONLY ON THE DRAWINGS. FROZEN EARTH Il.. �I BRICK & 10 PIPE FITTINGS INSIDE VAULT SHALL 8E FLANGED OPERATING KEY TO PWC
SPACING BETWEEN
METER SIZE
MIN PIPE DIA
GATE VALVES
VAULT SIZE
SEE NOTE 20
(INSIDE DIM)
3"
4"
6'
6X10'
4"
4"
6
5'X1 D'
(SEE NOTE 19)
6
6'
5'
9X10'
8"
8"
5'
&X12'
BACKFILL LIGHTLY TO 12"
FOR THE AUTHORIZED QUANTITY.
4" MIN SUITABLE LOOSE
ABOVE PIPE IN W LIFTS (95%
6- BEDDING MATERIAL SHALL BE PROPERLY ROODED
SOIL BEDDING FROM TRENCH
6. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
1
] I
MAX DENSITY COHESIONLESS SOILS
I 9a% MAX DENSITY COHESIVE SOILS)
AND COMPACTED AROUND THE P€PE HAUNCHES-
EXCAVATION (SEE NOTES 4 &
6j
WALLS AND TRENCH BOTTOM. BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
I I
7. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT
UNDISTURBED
THE PROJECT REPRESENTATIVE AND ONLY
�Z
THE OPTION OF THE ENGINEER AND DEFICIENCIES
SOIL
FOR THE AUTHORIZED QUANTITY.
El III
I I= WATER MAIN MATERIAL SHALL
SHALL BE CORRECTED BY THE CONTRACTOR AT NO
CONTINUOUS 12 GA
7. BEDDING MATERIAL SHALL BE PROPERLY FLOODED
I
b
BE AS SPECIFIED AND SHOWN
ADDITIONAL COST THE OWNER. THE ENGINEER
TERN TRACER WIRE
AND COMPACTED AROUND THE PIPE HAUNCHES.
��-I-
ON THE DRAWINGS.
MAY HAVE COMPACTION TEST PERFORMED AFTER THE
TI
REQUIRED FOR
I=
BACKFILL IS COMPLETE- CONTRACTOR SHALL BE
ALL NON-FERROUS PIPE
8. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT
•�^-I L-€
4" IN SUITABLE LOOSE
REQUIRED TO EXCAVATE TO VARIOUS ELEVATIONS
(FROM VALVE BOX TO
THE OPTION OF THE ENGINEER AND DEFICIENCIES
_
SOIL BEDDING FROM TRENCH
FOR DENSITY TESTING EXCAVATION, BACKFILL AND
VALVE BOX)
SHALL BE CORRECTED BY THE CONTRACTOR AT NO
EXCAVATION (SEE NOTES 4 &
RECOMPACTION SHALL BE PERFORMED AT NO
ADDITIONAL COST TO THE OWNER. THE ENGINEER
CONTINUOUS 12 GA.
5)
ADDITIONAL COSTS TO THE OWNER-
MAY HAVE COMPACTION TEST PERFORMED AFTER THE
THHN TRACER WIRE
UNDISTURBED
BACKFILL IS COMPLETE- CONTRACTOR SHALL 9F
REQUIRED FOR
SOIL
REQUIRED TO EXCAVATE TO VARIOUS ELEVATIONS
ALL NON-FERROUS
FOR DENSITY TESTING EXCAVATION, BACKFILL AND
PIPE (FROM VALVE
RECOMPACTION SHALL BE PERFORMED AT NO
91? D. I. PIPE
ELBOW ELBOW
IAN
ECT
SE I
ON GATE VALVE GATE VALVE PIP
(RANDWHEEL) (HANDWIIEEL)
TEE TEE _
m p,L PIPE 5' SEE NOTE 12 ro
PRECAST TOP ACCESS HATCH
CENTERED ON VAULT
0 0
Z 2" GRAVEL SUPPORT PIPING
fO WITH SOLID BLOCK
AS NECESSARY (TYP.)
p
w
m z ORTAR
w_
2.
BRICK VAULTS SHALL NOT BE ACCEPTABLE
NO RISERS SHALL BE ALLOWED.O
11. VAULT SHALL BE SET PLUMB LEVEL, MATCH
1& ALL LIFTING HOLES SHALL BE FILLED WITH
w
D w
5 ,
-
FINISHED GRADE, AND SHALL HAVE POSITIVE
HYDRAULIC CEMENT.
iL 3ff,
O FLtzw da
4,
VAULTS SHALL HAVE INSIDE DIMENSIONS AS
DRAINAGE AWAY FROM IT.
17. LATERAL AND VAULT INSTALLATION SHALL BE
m O
INDICATED ON CHART.
12. PWC TO INSTALL METER AND FITTINGS UPON
APPROVED BY PAC PROJECT COORDINATOR
a
f� 1S" VARIES -�{
5.
VAULT SHALL BE LOCATED OUTSIDE OF PAVED
ACCEPTANCE OF PROJECT.
PRIOR TO 9ACKFILL
a
TRAFFIC AREAS.
18. LATERAL AND PIPING INSIDE OF VAULT SHALL
SECTION A -A
6.
METER VAULT SHALL BE LOCATED WITHIN PUBLIC
13. ACCESS HATCH SHALL BF 6XV DOUBLE DOOR
PASS HYDROSTATIC AND STERILIZATION TESTS
CENTERED ON VAULT, SO AS TO PROVIDE CLEAR
(20DPsi).
ROW OR DEDICATED EASEMENT. IF IN EASEMENT,
ACCESS TO METER.
PROVIDE A MIN- 8 CLEARANCE AROUND VAULT.
19. IF USING B" PIPING WITH A 8" METER, THE VAULT
14. ACCESS HATCH SHALL BE ALUMINUM, MOUNTED
SHALL BE li'x17.
PROVIDE
7.
CONTRACTOR SHALL PROVIDE ALL FITTINGS.
FLUSH AND SHALL BE CAPABLE Of BEARING
CAP BLOCK
PIPING, ETC. AS INDICATED.
INCIDENTAL TRAFFIC LOADS. ALL OTHER
20. CONTRACTOR SHALL VERIFY VAULT DIMENSIONS,
METER DIMENSIONS AND PIPE VAULTDI YENH
AS FOOTING
HATCHES SHALL BE APPROVED BY PWC PRIOR
PWC PRIOR TO ORDERING MATERIALS.
TO CONSTRUCTION- BOLTS, HINGES AND HOLD
OPEN ARM SHALL BE 318 STAINLESS STEEL.
BOX TO VALVE BOX)
ADDITIONAL COSTS TO THE OWNER.
-
TYPE 3 TRENCH
12"GRAVEL
GRAVEL
WATER MAIN BEDDING DETAIL
WATER MAIN BEDDING DETAIL
ER VAULT
AND CONDUIT FOR FIBER OPTIC
METER VAULT
I II w.
�,'•)=II A' r`r
1"
+, 1
r
i
o
Design
broup
ARCH ITECTU RE
E N G I N E E R I N G
P LA N N I N G
I N T E R 1 0 R D E S I G N
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triad-designgroup.com
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
S •• �/
_ � V
•%bG! i4ECG• `-`r
V
f,4AN000#000415N1
AUGUST 24, 2012
N
L
X
Q)
w
Mk Date Description
Revisions
BID/PERMIT SET
y
1�
Date 8-24-12
Dwq.By FNELINE Cad
ck.By A W11I
File No. 12-024
Sheet
C2A

V 1/ N/ N
Handling of Concrete Notes
1. Concrete materials onsite, including excess concrete, must be controlled and managed to
avoid contact with surface waters, wetlands or buffers. No concrete or cement slurry shall be
discharged from the site.
2. All liquid and solid wastes ggenerated by concrete washout operations must be contained in a
leak -proof containment facility or impermeable liner. Plastic lining material should be a
minimum of 10 mil polye"lane sheatinngg, or similar -strength material, and free of holes or
tears that compromise the impermeabihty of the material.
3. All washout operations must be at least 50 feet from storm drains or waterbodies unless
individual site difficulties make this requirement impractical. A reduction of this
distance requirement will be allowed on a case -by -case basis if the permitting authority
determines that the washout facility with a reduced buffer will adequately proTact the
water quality in adjacent streams.
4. Washout of concrete trucks shall be performed 1n designated areas only.
5. A sign must be installed adjacent to each washout facility to inform concrete equipment
operators about the requirement to use the facility.
6. The hardened residue from the concrete wash out will be disposed of 1n the same
manner as other non -hazardous construction waste materials or may be broken up and
used on site as deemed appropriate the Gorrtractor- Maintenance of the washout is to
on include removal of hardened ccrete. acility shall have sufficient volume to contain
all the concrete waste resulting from washout and a minimum freeboard of 12 inches.
Facility shall not be filled beyond 55% capacity and shall be cleaned out once IS% full
unless a new facility Is constructed.
-1. Portable, removable containars may be used as above grade concrete washouts provided
truck operators are able to wash Individual chute sections out over the washout.
NOTIFICATION OF LAND RESOURCES SEDIMENT ,AND
EROSION CONTROL SELF -INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPE A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED E SION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED- RULES DETAILING THE D TATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER I, 2010, THE SELF-INSPECTI PROGRAM IS SEPARATE
FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPOES TOd'1WATER PERMIT FOR CONSTRUCTION
ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS INSTALLATION AND MAINTENANCE
OF EROSION AND SEDIMENTATION CONTROL MEASURES INCs TO THE APPROVED PLAN.
THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PH THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORD WITH NCCsS 113A-54.1 AND 15A NCAC 45D131.
THE !NSPECTIOIN REPORT FORM IS AVALIABLE AS AN EXCEL ADS 4EET FROM
HTTP/AUWJDLRFN"TATI=NCIJS/PACsES/SEDII"1ENTATION NEW L. IF YOU HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CALL (913) 131-42
l STABILIZE ANY PORTION
OF EXISTING DITCH
DISTURBED DURING '
UTILITY INSTALLATION
I WITHIN 7 DA YS OF
STA. 12+48 COMPLETION, TYP.
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AIR RELEASE VALVE M.H.
TEMP. SIL T FENCE
8. If stored liquids have not evaporated and the washout 1s nearingg capacity, the liquids Q
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UNDER NC 211 INSTALLED BY
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k v V
METHODS.
13+00 14+00 15+00
\1
I. SOIL EROSION CONTROL DEVICES MUST BE INSTALLED INITIALLY ,AFTER THE GRADING
PERMIT IS ISSUED AND ROUGH GRADING STARTS. INSPECTION STAFF SHALL CHECK
THESE DEVICES FOR PROPER INSTALLATION AND COMPLIANCE WITH THIS PLAN. A
"CERTIFICATE OF PERFORMANCE" WILL BE ISSUED. THE GRADING PERMIT AND A COPY OF
THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON THE SITE AND MADE AVAILABLE
TO INSPECTION STAFF AT ALL TIMES.
2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE
APPROVED PLANS AND SPECIFICATIONS. ANY CHANGES ARE TO BE APPROVED BEFORE
CONSTRUCTION BY THE INSPECTION STAFF_ ADDITIONAL DEVICES MAY BE REQUIRED IF
NECESSARY.
3. IF FILL MATERIALS ARE TO BE BROUGHT ONTO THIS PROPERTY OR WASTE MATERIALS
ARE TO BE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST BE DISCLOSED AND
SHOILN ON A REVISED EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP
SITES, IF REQUIRED, ARE CONSIDERED TO BE PART OF THIS PROJECT.
1
4. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREAS SHALL NOT
1
BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE INSTALLED. ALSO, THE
IMMEDIATE SEEDING OF DISTURBED EASEMENT AREAS AFTER UTILITIES ARE INSTALLED
1
WILL BE REQUIRED. EASEMENT ALAS WHICH CROSS OR ARE ADJACENT TO WATERCOURSES
MUST RECEIVE SPECIAL CONSIDERATION.
5. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE MAINTAINED THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH NCDENR EROSION AND SEDIMENT CONTROL
REQUIREIENT$. DEVICES MUST BE INSPECTED BY THE CONTRACTOR AFTER EACH PERIOD
OF RAINFALL, BUT NOT LESS FREQUENTLY THAN ONCE EACH WEEK ACCUMULATED
SEDIMENT MUST BE REMOVED AND DISPOSED OF 30 AS NOT TO HINDER THE
0
PERFORMANCE OF THE EROSION CONTROL DEVICES. ANY DEVICE NEEDING REPAIR OR
1
REPLACEMENT MUST BE ADDRESSED IMMEDIATELY. ADDITIONAL STONE MAY BE
1
REQUIRED PERIODICALLY AT CONSTRUCTION ENTRANCE TO PREVENT TRAFFI, . FROM
CARRYING NG CsA1JCs)= SEDIMENT ONTO EXISTIROADWAY. A RAIN MUST BE MAINTAINED ON
CLEARING LIMITS, T
THE SITE AND RAINFALL AMOUNTS RECORDED IN A LOG, PER NEPDES REQUIREMENTS.
\ 1 6. SIDE DITCHES 2% OR STEEPER SHALL BE RIPRAPPED, OR SEEDED AND STABILIZED WITH
EXCELSIOR MATTING (OR OTHER APPROVED MATERIAL), OR STABILIZED BY ANY OTHER
f , METHOD APPROVED BY NCDENR.
\+ 1 I. ANY SLOPE INDICATED STEEPER THAN 3 TO 1 SHALL BE COVERED WITH EXCELSIOR
\MATTING TO PREVENT EROSION AFTER SEEDING SEEDING OF THESE SLOPES SHALL
�) 1 OCCUR IMMEDIATELY UPON ESTABLISHING FINISH GRADE.
� J 1
S. TOTAL SITE AREA = 5-02 ACRES
+ , DISTURBED AREA = 1,01 ACRES (3125%r)
UNDISTURBED AREA = 3.15 ACRES
1 PROPOSED BUILT -UPON AREA = 1.01 ACRES (21 )
3 SOIL TYPES
\r Mc- McCOLL LOAM
• •-�" � - NoA - NORFOLK LOAMY SAND, 0 TO 2 PERCENT SLOPES
1 WaB - WAGRAM LOAMY SAND, 0 TO 6 PIrRC1=TIT SLOPES
-OHW — — — 1� 10. THE OWNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR THE LONG TERM
Q` MAINTENANCE OF TI4E GROUNDCOVER ON THE PROPERTY. GROUNDCOVER MUST BE
MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL
TIMES. THE CITY OF GREENSBORO HAS THE AUTHORITY TO REQUIRE CHANGES IN THE
OWNER'S GROUNDCOVER MAINTENANCE PLAN IN ORDER TO STOP SOIL EROSION AND
SEDIMENTATION AT ANY TIME.
REPLACE FI NI SHED GRADE
WITHIN ANY DISTURBED AREA
TO PRE EX1SI TNG C0ND1 TI ONS
GROUND ST,A51 L I Z,AT I ON *
SITE AREA
STA51LMATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
T DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
T DAYS
NONE
ZONES
SLOPES STEEPER
IF SLOPES ARE IV OR
THAN 3A
I DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2A,
14 DAYS ARE ALLOWED
SLOPES 3A OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
NONE
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4A
HOW ZONES)
"EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
16 + 00 1 + 0 BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
1 COMPLIANCE IMPRACTICABLE" (SECTION II.B=b)
SHEET OF
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ARCH 1TECTU RE
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w '•i .
•`i PLANNING
809 In INTERIOR DESIGN
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4807--C Koger Boulevard
••:�G I N��; �`� Greensboro, NC 27407
•, V �. Telephone [phone]
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www.triod-designgroup.com
SEPTEMBER 17, 2012
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REVISIONS
B Y DESCRIPTION
MWJ NCDENR
TYPE
R 0 AD W A Y
SEWER
WATER
CONTRACT ICONTRACTORI AS -BUILT I AUTH.DATE I BENCH MARKS:
J08 N 0 .
P-
DESIGNED
BY
LAH
DETAILED
BY
FCS
CHECKED
BY
LAH
SCALE
1"-40'H / 1'=4'V
CITY OF RED SPRINGS
ENGINEERING DIVISION
...,
8-24-12
(IN FEET )
I inch = 40 fit,
►yi�l�.Ll>!2
NC 211/RED SPRINGS ROAD
SANITARY SEWER & WATER LINES
5TA.10+00 TO STA.17+00
SHEET N0
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NOTIFICATION OF LAND RESOURCES SEDIMENT AND
EROSION CONTROL SELF - INSPECTION PROGRAM
THE SEDIMEENTATIOIN POLLUTION CONTROL ACT WAS AMENDED IN 20" t0 REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
® CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE
FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPOES STOIRMIUATER PERMIT FOR CONSTRUCTION
ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE
OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN
THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS IMA-54_I AND 15A NCAC 45.0131.
THE INSPECTIOIN REPORT FORM 16 AVALIABLE AS AN EXCEL SPRI=ADSHEET FROM
HTTP /AUMDLRPNR.StATENr-.us/PAGES/SEDIMENTATION NEW.HTML. IF You HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CALL (91S) -191-4200.
STABILIZE ANY PORTION
OF EXISTING DITCH
DISTURBED DURING
REPLACE FINISHED GRADE
UTILITY INSTALLATION
WITHIN ANY DISTURBED AREA
WITHIN 7 DAYS OF
TO PRE EXISI TNG CONDITIONS
CONTRACTOR TO
COMPLETION, TYP.
END CONSTRUCTION
TEMP. SIL T FENCE
STA. 33+17, 15.83
LT.
Sri
%7
SAN. MANHOLE
(BY TOWN OF
/C�V�
RED SPRINGS)
297 LF 8" PVC
�
TOP
INV. IN 96.33
ro
SAN. SEWER
INV. OUT 96.13
e 0.57/.
8" SS FROM PUMP
Sri ----------
/7
STATION TO MANHOLE
INSTALLED BY THE
-----------------
-- (71F LINE)
--
WN 1N L
A!'25b"E--368'
— — — --
--
— --L7
Q.
r�
�31+0—f—
TEMP. SILT FENCE —� \
TEMP. ROCK CHECK DAM
+00
611W
REPAIR DRIVE
W/LIKE MATERIAL
_�--T-
- _
34+00
CLEARING LIMITS, TYP.
i GL j *•,
I
I I`
hv,.
z ; ---
TEMP. PIPE INLET PROTECTION
CONTRACTOR TO
CONNECT TO EXI S T1 NG
RED SPRINGS WATER LINE
GROUND STAIR I L I ZAT I ON
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
1 DAYS
NONE
AND SLOPES
HIGH QUALITY
(W=)
1 DAYS
NONE
ZWATER
ONES
SLOPES STEEPER
IF SLOPES ARE 10' OR
THAN 3/1
1 DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2A,
14 DAYS ARE ALLOWED
SLOPES 3A OR
1-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
NONE
(EXCEPT FOR
WITH SLOPE$ FLATTER
14 DAYS
PERIMETERSTHAN AND
4/1
HQW ONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTINCs AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE" (SECTION II.B(2Xb)
EROSION CONTROL NOTES
Handling of Concrete Notes
L Concrete materials omits, Including excess concrete, must be controlled and managed to
avoid contact with surface waters, wetiands or buffers. No concrete or cement slurry shall be
discharged from the site.
2. All liquid and solid wastes generated by concrete washout operations must be contained in a
leak -proof containment facility or impermeable liner. Plastic lining material should be a
minimum of 10 mil polyethylene sheeting, or similar -strength material, and Fires of holes or
tears that compromise the impermeabihty of the material.
3. All washout operations must be at least 50 feet from storm drains or waterbodies unless
individual site difficulties make this requirement impractical. A reduction of this
distance requirement will be allowed on a case -by -case basis if the permitting authority
determinee that the washout facility with a reduced buffer will adequately protect the
water quality in adjacent streams.
4_ Washout of concrete trucks shall be performed in designated areas only.
5. A sign must be installed adjacent to each washout facility to inform concrete equipment
operators about the requirement to use the facility.
6. The hardened residue from the concrete wash out will be disposed of in the same
manner as other non -hazardous construction waste materials or may be broken up and
em
used on site as deed appropriate b the Contractor. Maintenance of the washout is to
include removal of hardened c wicrete.�acility shall have sufficient volume to contain
all the concrete waste resulting from washout and a minimum freeboard of 12 inc d*.
Facility shall not be filled beyond W% capacity and shall be cleaned out once 15% full
unless a new facility is constructed.
-1. Portable, removable containers may be used as above grade concrete washouts provided
truck operators are able to wash individual chute sections out over the washout.
S. If stored liquids have not evaporated and the washout is nearing capacity, this liquids
may be vacuumed and disposed of off -site in a leeggaliy acceptable manner or disposed of
on -site in a manner and location that it will not reac1h streams and other bodies or water.
On -site pits and other infiltration devices will be acceptable if the device is designed to
infiltrate the anticipated volume of water and approved prior to its use by the permitting
authority.
S H E E T OF
517E C--
0
CP/Go N_
t-A
�'�i/r ND�TRIAL RV )n
{
VICINITY MAP
NO SCALE
1. SOIL EROSION CONTROL DEVICES MUST BE INSTALLED INITIALLY AFTER THE GRADING 6. SIDE DITCHES 2% OR STEEPER SHALL BE RIPRAPPED, OR SEEDED AND STABILIZED WITH
PERMIT 16 ISSUED AND ROUGH GRADING STARTS, INSPECTION STAFF SHALL CHECK EXCELSIOR MATTING (OR OTHER APPROVED MATERIAL), OR STABILIZED BY ANY OTHER
THESE DEVICES FOR PROPER INSTALLATION AND COMPLIANCE WITH THIS PLAN. A METHOD APPROVED BY NCDENR.
"CERTIFICATE OF PERFORMANCE" WILL BE ISSUED. THE GRADING PERMIT AND A COPY OF
THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON THE SITE AND MADE AVAILABLE -I. ANY SLOPE INDICATED STEEPER THAN 3 TO I SHALL BE COVERED WITH EXCELSIOR
TO INSPECTION STAFF AT ALL TIMES. MATTING TO PREVENT EROSION AFTER SEEDING. SEEDING OF THESE SLOPES SHALL
2. ALL EROSIONCONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE OCCUR IMMEDIATELY UPON ESTABLISHING FINISH GRADE.
APPROVED PLANS AND SPECIFICATIONS. ANY CHANGES ARE TO BE APPROVED BEFORE S. TOTAL SITE AREA = 5.02 ACRES
CONSTRUCTION BY THE INSPECTION STAFF. ADDITIONAL DEVICES MAY BE REQUIRED IF DISTURBED AREA = 1,91 ACRES (3-125%)
NECESSARY. UNDISTURBED AREA = 3.15 ACRES (6215%)
3. IF FILL MATERIALS ARE t0 BE BROUGHT ONTO THIS PROPERTY OR WASTE MATERIALS PROPOSED BUILT -UPON AREA = 1.01 ACRES (21. )
ARE TO BE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST BE DISCLOSED AND S. SOIL TYPES
SHOWN ON A REVISED EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP Mc- McCOLL LOAM
SITES, IF REQUIRED, ARE CONSIDERED TO BE PART OF THIS PROJECT. NoA - NORFOLK LOAMY SAND, 0 TO 2 PERCENT SLOPES ++++++rrrr
WaB - WAGRAM LOAMY SAND, 0 TO 6 PERCENT SLOPESH CAp�rr���
4. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREAS SHALL NOT +++ �Lj\• ••• +VCR sir
BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY t0 BE INSTALLED. ALSO, THE 10. THE OWNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR THE LONG TERM �+ `�.• F 1~ S 5 •• 40
[I'MDIATE SEEDING OF DISTURI5ED EASEMENT AREAS AFTER UTILITIES ARE INSTALLED MAINTENANCE OF THE GROU�IDCOVER ON THE PROPERTY. GROUNDCOVER MUST BE • P • Z
WILL BE REQUIRED. EASEMENT AREAS WHICH CROSS OR ARE ADJACENT t0 WATERCOURSES MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION At ALL
MUST RECEIVE SPECIAL CONSIDERATION_ TIMES. THE CITY OF GREENSBORO HAS THE AUTHORITY TO REQUIRE CHANCES IN THE
OWNER'S GROUNDCOVER MAINTENANCE PLAN IN ORDER TO STOP SOIL EROSION AND gt
5. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE MAINTAINED THROUGHOUT SEDIMENTATION AT ANY TIME. •
CONSTRUCTION IN ACCORDANCE WITH NCDENR EROSION AND SEDIMENT CONTROL q—:
REQUIREMENTS. DEVICES MUST BE INSPECTED BY THE CONTRACTOR AFTER EACH PERIOD % �•'•.••C 1 N tr<
OF RAINFALL, BUT NOT LESS FREQUENTLY THAN ONCE EACH WEEK. ACCUMULATED t. • •
SEDIMENT MUST BE REMOVED AND DISPOSED OF SO AS NOT TO HINDER THE �CCAN
PERFOR IANCE OF THE EROSION CONTROL DEVICES. ANY DEVICE NEEDING REPAIR OR rNrr+r+++>>s�
REPLACEMENT MUST BE ADDRESSED IMMEDIATELY. ADDITIONAL STONE MAY BE
REQUIRED PERIODICALLY At CONSTRUCTION ENTRANCE TO PREVENT TRAFFIC FROM
I d
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North
Design
Group
ARCH ITECTU RE
ENGINEERING
PLANNING
INT ERIOR D ES I G N
4807--C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triod-designgroup.com
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REVISIONS
40 0 20 40 80 160
N0. D A TE B Y DESCRIPTION
1 9-10-12 MWJ GENERAL REVISION
(IN FEET) 2 9-17-12 MWJ NCDENR
I inch = 40 ft. 3
TYPE
CONTRACT
CONTRACTOR
AS - BUILT
A U T H D A T E
BENCH (MARKS:
JOB N 0 . P-
ROADWAY
DESIGNED BY LAH
SEWER
DETAILED BY FCS
WATER
CHECKED BY LAH
SIDEWALK
SCALE 1"=40'H / I"=4'V
CITY OF RED SPRINGS
E N G IN E E R ING D IV IS I ON
INDUSTRIAL ROAD
SANITARY SEWER & WATER LINES
STA" 31+00 TO STA. 33+60
SHEET N0.
20F2
6b 10
7.
i

S H E E T O F
1 �4
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10+00
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14+00
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1
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PROP. 200' TAPER
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/ "E TIE T/
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YELLOW LINES
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STD. 1205.01
----------------- -
PROPOSED STRIPING PLAN
GRAPHIC SCALE R E V I S r 0 N S
40 0 20 40 so 160
N 0. D A T E B Y D E S C R I P T 1 0 N
1 9-17-12 MWJ NCDOT TAPER LENGTH
(IN FEET) 2 10-2-12 MWJ NCDOT CONC. ISLAND
I inch = 40 ft. 3
N,
6' CLF
- ASP-HAL
EXISTING STRIPING
TO REMAIN
CONTRACTOR TO VERIFY
EXISTING TAPER AND
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Design
W
rou
ARCH ITECTU RE
55' 55' EN GIN EERING
PLANNING
INTERIOR DESIGN
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
_ Fax [phone]
www.triod-designgroup.com
EXIST. YELLOW
_ DIAGONAL
PROP. DBL. 16.2' EXIST. YELLOW
YELLOW LINES DBL. YELLOW
R 2 r R 2' EXI S T. WHI TE
EXIeT. 180' TAPER MINI -SKIP
:3 q)
CONC. !BLAND
24' PER NCDOT STD. 852.01
� fdE HFUY 211 /RED SPRINGS ROAD
TYPE CONTRACT CONTRACTOR AS --BUILT AUTH.DATE BENCH MARKS:
ROADWAY
SEWER
WATER
SIDEWALK
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SOUTH DRIVE CONCRETE ISLAND
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SEPTEMBER 17, 2012
N7 m 12 VMIABLE
C 1b' RADIUS 40d SPIKE . M
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%* RADIUS ON ASPHALT CONCRETE PAYEENT
a�Z • (USE ON ISLAND 4' RIDE OR NEATER) IL
0.02 ELOPE =" e
...�... _...._:'ii SEE TYPICAL SE I N a (V
JOINT SEALER FOR PAVEMENT DEKEY IN ON THE
PTH. w• ... _. ;- :.:' ..:
LAST LAYER OF :..:...............:....:..... ' : "' ::::i' 'kT' _
JOINT PAY9ENT SURFACE
OD11118E SURFACE CO1nRADIUS
2" RADI
o PAITIAL ITUDINAL SECTIONS RASE COURSE BI.IDE71 OOUIIBE 11K- RADIUS c
OR EXISTING PAVE1Bii
'- OF PAYED ISLANDS +� �
o to 5 ■i O LITHI I LAND IN
z = NNDT�: ON ASPHALT CONCRETE PAYEENT o
fiEN �DLITHic CONCRETE immo IS ON TOP OF SURFACE (�E ON ISLAND LESS THAN 4' RIDE)) COMM, DRIVE 40d SPIKES INTO SINEACN: I!lDDI BgI0L1THIc r x e- L�NS OIA. DEFORM W
T CONCRETE IMAM. STAGM SPIKES ON 2' CENTERS EACH RAY. ON 24 C STAG® � OR Via= M
0.02 SLOPE N W
~ IN THE CONCRETE PAYEIENT (ISLAND) AND CONCRETE i9LA1D ::,.:..;•.:.::'�....•„-... �.. .
(10011OL1THiC) PLACE 3a1" EXPANSION JOINTS AT JO' IN119NAL5 ::..:.:: -: - — f M �
2C N AND WONED JOINTS 1" DEEP AT 10' INTERNALS BETEDI 1N14' mum - :2- RADIUS Q R%
m 6 ExPAN ION JOIWM. " ■ONOLITHIC CONCRETE ISLAND m p
v
LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLJMD) SURFACE MOUNTED ON CONCRETE PAYEENTVARIABLE
WITH TO JOINTSIN THE CURB 0R CINIB AND DTITER. JOINT SEALER INJ
FILL AD SEAL THE TOP It" OF TTE EXPANSION JOINTS AND LER
CURB AND gllTfit JO4NCOIIL OOYBI
THE ENItRE DEPTH OF GrADVEO JOINT$ WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE
PLANE.
FOR JOXTS IN TW CURB AND/OR CURB AND BfITTER. SEE SURFAC
OF 1
ING r
STAI�ID NO. &16.OT`4. BABE CdNIIM
HEFT 1 '
852.01 L- PAYED CONCRETE ISLAND L__-, 1 OF 1
852.01
B-24-12
J 0 B N0. P- C I T Y OF R E D S P R I N G S
DESIGNED B Y LAH EN G I N E E R I N G D I V I S 1 0 N
DETAILED B Y FCS SHEET NO.
C H E C K E D B Y LAH NC 211/RED SPRINGS ROAD 1
S C A L E 1A_40, H M I"=4' V STRIPING PLAN 1 o F