20160899 Ver 2_Plans with Permit Notes_20180820

WWI[: 10)
SEWER EXTENSION PROJECT
VANCE COUNTY, NORTH CAROLINA
CDBG-1 PROJECT NO. 14- I -2658
.............
SCHEDULE OF DRAWINGS
G-001
COVER SHEET
$�
.....
.....
,
G-002 .....
GENERAL NOTES & LEGEND
�r�+ucni a cC
- - -- -- -- , .
n
I n ncrn i. 66—
I ....
v5
z
Q
G-003 ....
Fn 69q .....
PROJECT VICINITY MAP & SHEET INDEX
a
,
E 6eq .....
a
,
C-101.....
PROPOSED 8" GRAVITY SEINER LINE A
N
MURPHY R❑
STA. 10+00 - 19+00 C-501 ......
DETAILS
O
"
r
�o
HARRIS STR T
HiiRl
AA
PUMP STA
N
C-102 .....
PROPOSED 8" GRAVITY SEWER LINE A C--502
DETAILS
CD
o gBRCHST
BECKFO R CRA��41i
gOBHI ST
P°E'ST
PROPOSED
......
STA. 19+00 - 22+57
0671
m
4
X39
GRAVITY WER
C"5 <J
DETAIL S
w
❑
LINES A B
C-103 .....
PROPOSED 8" GRAVITY SEWER LINE B
N
�y
STA. 10+00 - 17+27
d
rn
C
J
o
PRO OSED
C-201 .....
PROPOSED 12" GRAVITY SEWER LINE C
NI
GR ITY SE
STA. 0+00 - 11 +00
@
NC 3g lis:ON JDR1RV ,4D
C-202 .....
PROPOSED 12" GRAVITY SEWER LINE C
Q
N
STA. 11 +00 - 23+00
I
N
O_
ISSUED
FORN
U
a
VICINITY MAP
NOT TO SCALE
C-203 .....
PROPOSED 8" GRAVITY SEWER LINE C
3
STA. 33+75 - 22+95
CONSTRUCTIONm
0
2
fl
C-204 .....
PROPOSED 12" GRAVITY SEWER LINE C
j1111111111i
I CARD'''•.
STA. 33+75 - 42+08
}
,,,•�''
�o�SSIy'9 ■:
= a r -
v
o
s SEAL
—o ryr� 8 —
$ 20522 0
994 . .
_ r _ . a. .... _ ._.....-_ , _ .. .._ .
, 7
GIN
-,, c ��oda ,•
0
a
A S S O
C
I A T E SBEF
a
o
ENGINEERING •PLANNING•
FINANCE
JANUA Y 2017
ALL 1-8 YOU
-494
L
1240 19th STREET, LANE NW HICKORY, NC 28601
PH. [phone] FIRM LICENSE # C-0459
N.C. ONE -GALL CENTER
IT'S THE LAW!

Z
0
F-
r)
ui
a.
�r
4^'
C)
c1I
CD
tss
CD
IN
C4
O
{
u.}
U)
UJ
3:
1p.0
t!5
E_
;ss
C
�s
Q
1
u9
S
c[s
S1?
m
C3..
N�
Ca
U
0
ii
U)
t�
C)
0
CIS
Lu
a
z
LLIm
UL
0
Q
Lo
Q
e -
O
L0
r
0
Lli
0
cyd
Li)
Q
,GENERAL NOTES:
1. PROPERTY
f INFORMATION
i f
t. !
a ♦.
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE.
2. CONTRACTOR
REPAIR
ff BETTER
CONDITIONTHAN
ORIGINAL •r OR
AS
NOTED.
3.
LOCATIONS OF EXISTING UTILITIES
AS SHOWN ARE
APPROXIMATE
EXACT
•
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE
DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS.
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1-800-632-4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF a ' RESOURCES.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE
LEVIED DUE TO POLLUTION . a i DURING • •
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. WATER LINES SHALL HAVE
COVEROTHERWISE SHOWN ON R
8. WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL
.t.a • OR t MINIMUM VERTICAL f,ft• WATER OVER SEWER, OR
BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
GENERAL CONSTRUCTION NOTE S
REVISION
! ► 009
WATER
SEWER
ti i AND . SHALL LINES HAVE t MINIMUM f VERTICAL SEPARATION.
PROJECT10. SEE SPECIFICATIONS !' ADDITIONALINFORMATION.
11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, ♦ r• STATION,
, DEPARTMENT, DEPAAMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
RTMENT,
SHALL CONFORM REQUIREMENTS NORTH Y•a DEPARTMENT
•:. TRANSPORTATION.
12. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED
WATER LINE WILL BE
13. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES
ft. a CONTRACTOR'S
.! t- EXPENSE.
14, CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH
THE PROPOSED WATER WHERE NECESSARY,BURIED r t r9
TEMPORARILY
r r
• i r ! • • PROPOSED t _ LINE ANDRE-LAID
AT ! ADDITIONAL COST TO THE OWNER.
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICAIIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
NTH WATER ADDED OR •'L COND171ONED TO THE OPTIMUM MOISTURE•' DETERMINED BY THE
ENGINEER AND COMPACTED NTH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPAC11NG A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS
PIN OTHER
SPECIFIED
3. ENTIRE AREA TO BE GRADED SHALL
GRUBBED.
.r PLACED AREA
NOT CLEARED AND GRUBBED.
r: ALL SOIL EROSION •r#..: MEASURES r Q r D. BY
GRADING
, D r. , : SHALL BE
PERFORMED
r s•- / rR•r-. O.
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE
INCIDENTAL r CLEARING
AND
r -DURING r r +
♦•w
a
•
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES' AND "WASHED AREAS". THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE •r DIRECTED w • • rr
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE ! w
5. DISPOSABLE
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS,CURBS,
BE
SPECIFIC DISPOSAL DELINEATED • ♦ • REMOVED REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UlIUlIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED
INVOLVED.THE UTILITY
. r
i
is • - • i ! # _ �.: ' � : x r : :Ili - ....• � / : c: + ' r r r � '.. � : : : '
f -r• r •-r' •
'i' �' " * • r ' I � r .-. : s r / ♦I r � r . '.. �►' i:, :r. • -. ,.
f ' •
• r ♦ !R r IS
r r
•
• it � r •, r
r r
� r, • • f • •', � r r
: # �+ ,� r• t►awt► r .ar r •• i„� r' i-•, : • •. �,
. r
• - �► - • • ••s s - r •'r•
----
.EROt"IIN
CONTROL
RESPONSIBLE15. CONTRACTOR SHALL BE ! DAMAGE TO EXISTING ROADSDURING
N♦ r r f- - r -i► fr
.
•ft • k• TRANSPORTATION. t !►r Q ! • a
T OF
NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED
EXCEPT WHERE INDICATED
ON
DRAWINGS
t wr. SPECIFIC PERMISSION
.•, GRANTED
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL
APPROVED
:111•f!.Vr, w NORTH
.: k ►!:1 DEPARTMENT S.: TRANSPORTATION
ar':•:r a.!' t: PLACED a
PROTECTIVE
BARRIER
.r s
! BETWEEN TRACK f
OAD AND CLEANED UP PROPERLY
AFTER
CONSTRUCTION.
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES
MUST A MOVED FOR ANY REASON,
a ! OWNER
WILL SECURE ANY
REQUIRED EASEMENTS
PRIOR
R•_- ! MOVING ..
17. CONTRACTOR SHALL PROVIDE GROUNDCOVER PER NPDES REQUIREMENTS. SEE CHART THIS
18. ADEQUATE a r r r • MEASURES
INSTALLED,
MAINTAINED
AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES
AS WELL AS THROUGHOUT THE DURATION OF THE PROJECT AND UNTIL PERMANENT
VEGETATION ON !JECT IS ESTABLISHED
r . T
r.
y - r
\ • �ry�,,� IC \ i�... a l: s \ �1 tl * 1. l 111 -::. �! s- _ ► ■ i .:: r - s r ! r x.:
• r � •
i ri
]1 1
r t« a
If r !•. sit r. �.
� r► a � \ ■ : 1 w ■ a L t
l r sig s r >, ► i �. �>:
r
/
r •
t
r
- . s
r
•a
■ '• i � r
V TA I 1200 fil .13 14
! / r
r • r ••i • / �i • ♦ � _ • ifs
r r r r •
r r s
• �- •� - -' err �' _:� �
■:
• r r
r
r
r
r ' • r r
r.
•
l
r
r r
i r
■
r •
r
s
r
r �. a , r r w • s. �. • r ::. ► • . i :. r , »: -i � - # • -i. r: _ * a �► �.: : �►
PROPOSED •.OSION CONTRO
AND STORM,• D
El
CURB INLET WITH
cl
TEMPORARY INLET PROTECTION
101
DROP INLET WITH
DEl'
TEMPORARY INLET PROTECTION
#sim
DROP INLET WITH TEMPORARY
-d-
INLET PROTECTION (WATTLE)
-- - - --..- --
LIMITS OF DISTURBED AREA
UG TEL
TEMPORARY SILT FENCE
- a-
LEVEL SPREADER
SLOPES STEEPER THAN 3:1
STORM DRAINAGE PIPE
arls-
STORM DRAINAGE PIPE WITH
C3 BW MON
FLARED END SECTION AND
•:'r , O:.r FLATTER
RIPRAP OUTLET PROTECTION
g_._.._-_g_...__..•__g._
FLARED END SECTION WITH
0
RIPRAP OUTLET PROTECTION
E E E E
TEMPORARY SLOPE L E D RAI N
AND HQW ZONES)
STRAW ROLL WATTLE
M -+M
TEMPORARY DIVERSION DITCH
PD ---►PD -►.
PERMANENT DIVERSION DITCH
OOT air
ROLLED EROSION CONTROL
® UPANC.
PRODUCT (NAG S75 OR EQUAL)
RR •RR RR
RIPRAP LINED DITCH
DI.. .0 GL .0 GL
GRASS LINED DITCH
P ° P
PAVED DITCH
------ ---
BUFFER
mg in
rw in
EXISTING NG CULVERT PROTECTION
C.OAK
TEMPORARY EXC. DROP INLET PROTECTION
0
TEMPORARY BLOCK & GRAVEL INLET PROTECTION
R.OAK
SCD DROP INLET PROTECTION
LE ROTE CN
W.OAK
ROCK', DOUGHNUT INLET PROTECTION
r•�♦
WHITE PINE
A�sr
TEMPORARY SEDIMENT TRAP
Y.PINE
SEDIMENT BASIN
E.I.P.
ROCK DAM
R/W
RIGHT OF WAY
CE
SKIMMER SEDIMENT BASIN
C
POROUS BAFFLES
L
STABILIZED CONSTRUCTION ENTRANCE
Q
STORM MANHOLE
G
JUNCTION BOX
---------------- ..__..----- mm --- _--
CULVERT
-Y, x X x X --
FENCE
r
APPROXIMATE LOCATION OF
i
PERIMETER
EXISTING SEWER LINES
#sim
APPROXIMATE LOCATIONN OF
-d-
EXISTING WATER LINES
_.._°.__•__
APPROXIMATE LOCATION OF
UG TEL
EXISTING GAS LINES
- a-
DITCH LINE
SLOPES STEEPER THAN 3:1
APPROXIMATE LOCATION OF
IF SLOPES ARE r OR LESS IN LENGTH AND ARE
UNDERGROUND CABLE TVN
LI E
C3 BW MON
APPROXIMATE LOCATION OF
•:'r , O:.r FLATTER
OVERHEAD CABLE TV LINE
g_._.._-_g_...__..•__g._
APPROXIMATE I
M TE 0/'� TL LA ®N OF
0
UNDERGROUND ELECTRIC LINE
E E E E
APPROXIMATE LOCATION OF
AND HQW ZONES)
OVERHEAD ELECTRIC LINE
- UI G TEL
APPROXIMATE LOCATION OF
• UPTEL.
UNDERGROUND TELEPHONE LINES
OOT air
APPROXIMATE LOCATION OF
® UPANC.
OVERHEAD TELEPHONE LINES
----------- ------
RIGHT -OF --WAY
0 0
TREES/SHRUBS
TREELINE
BL.GUM
BLACK GUM
BL.OAK
BLACK OAK
C.OAK
CHESTNUT OAK
P.OAK
POST OAK
R.OAK
RED OAK
W.OAK
WHITE OAK
WANE
WHITE PINE
W.CHERRY
WILD CHERRY
Y.PINE
YELLOW PINE
E.I.P.
EXISTING IRON PIPE OR PIN
R/W
RIGHT OF WAY
CE
CENTERLINE
C
CURVE (SEE CURVE TABLE)
L
LINE (SEE LINE TABLE)
BLDG
BUILDING
CIP
CAST IRON PIPE
CMP
CORRUGATED METAL PIPE
CONIC
CONCRETE
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E&T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
O/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
BEFORE YOU 1'
CALL 1-800-632-4949
ONE -CALL CENTER
IT'S THE LAW!
❑ TEL.
•NCDEQ-NCDWI
PED.
r-:
r
1r ,
i
PERIMETER
SIGN
#sim
DITCHESLES
ANDSLOPES
-d-
UNDERGROUND CABLE TV SIGN
HIGH QUALITY WATER
UNDERGROUND FIBER OPTIC CABLE SIGN
UG TEL
(HQW) ZONES
INTERSTATE HIGHWAY
SLOPES STEEPER THAN 3:1
U.S. HIGHWAY
IF SLOPES ARE r OR LESS IN LENGTH AND ARE
CONCRETE MONUMENT
C3 BW MON
NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED
•:'r , O:.r FLATTER
MAILBOX OR PAPER BOX
7 -DAYS O : ` -.. •. :.
+ w GREATER r
7
THAN • FEET IN LENGTH
ALL AREAS
0
(EXCEPTNONE r PERIMETERS
SLOPES FLATTER THAN ♦
UTILITY POLE CTV
AND HQW ZONES)
BEFORE YOU 1'
CALL 1-800-632-4949
ONE -CALL CENTER
IT'S THE LAW!
❑ TEL.
•NCDEQ-NCDWI
PED.
REVIEW COMMENTS
n
ELECTRIC PEDESTAL
SIGN
#sim
STREET SIGN
-d-
UNDERGROUND CABLE TV SIGN
'
UNDERGROUND FIBER OPTIC CABLE SIGN
UG TEL
UNDERGROUND TELEPHONE CABLE SIGN
INTERSTATE HIGHWAY
• 66 -
U.S. HIGHWAY
rg
CONCRETE MONUMENT
C3 BW MON
RIGHT-OF-WAY MONUMENT
OMB
MAILBOX OR PAPER BOX
❑P®
POSTAL DROP BOX
0
UTILITY POLE
A UPC.
UTILITY POLE CTV
a UPL.
UTILITY POLE (LIGHT)
fb UPELEC.
UTILITY POLE (ELECTRIC)
• UPTEL.
UTILITY POLE TELEPHONE
® UPE&T.
UTILITY POLE(ELECTRIC & TELEPHONE)
® UPANC.
UTILITY POLE (ANCHOR)
LIGHT POLE
0 PP
POWER POLE
GUY WIRE ANCHOR
E)
MANHOLE
O J.B.
JUNCTION BOX
(D
ELECTRIC MANHOLE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
O
FIBER OPTIC MANHOLE
0-rMH
TELEPHONE MANHOLE
fl C.O.
SEWER CLEAN-OUT
0 E.ss
ELECTRIC SERVICE STUB -OUT
0 ass
GAS SERVICE STUB -OUT
®
CATCH BASIN/DROP INLET
O wm
WATER METER
,Q FN
FIRE HYDRANT
>4 wv
WATER VALVE
b
GAS METER
b
GAS VALVE
ca
IRRIGATION CONTROL VALVE
D4
POST INDICATOR VALVE
®
ELECTRIC CABINET
0
ELECTRIC JUNCTION BOX OR OUTLET
»
E.TRANS= ELECTRIC TRANSFORMER
#S REBAR WITH CAP SET
0
SPIKE OR NAIL SET
POINT NOT SET
E
0IPE
IRON PIPE FOUND `PROPERTY CORNER)
.NPDES STORMWATER PHASE 11
REQUIREMENTS FOR CONSTRUCTION SITES_
REVISION NOVEMBER
FEDERAL NPDES STORMWATER PHASE 11 REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
'C*ONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF
THE . ♦ : ON SITE. DEVIATION APPROVED A
COOLANTS,
ND SEDIMENTA11ON CONTROL
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. - PREVENT SPILLING OF FUELS, LUBRICANTS, FWIDS, AND ANY OTHER
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS
APPROPRIATELY.
HERBICIDES,
rsr PESTICIDES, AND FERTILIZER
IN ... ♦ r FEDERAL
INSECTICIDE, r AND • •* r ACT
r ACCORDANCE
• r t LABEL RESTRICTIONS.
4. - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT
NO ADVERSE • WATEROCCUR.
INSPECT
SEDIMENTA11ON CONTROLr DAYS
(TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA -APPROVED t 1 WITHIN 24 HOURS STORMOF •. THAN
INCH OF RAIN IN A 24-HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
OF THE RAINFALL AMOUNTSDATES.
6. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLU11ON AND EVALUATE THE
EFFECTIVENESS OF THE EROSION AND SEDIMENTA11ON CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED / RECORD - ♦SEDIMENT.
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST.
8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
CONTACT THE ENGINEER FOR A COPY OF THE 9ENESAL PESMII IQ U15CHABQE 5jQ9bdWAIEE
UNDER •
POLLUTANT DISCHARGE
ELIMINATION
OF r
WATER ACT AND ARE SUBJECT TO CIVIL PENAL11ES OF UP TO $27,000 PER DAY. UNDER STATE
LAW, A DAILY OF
BE
TERMS OF
�. •• • ► mar � • • .t r .- « ► ► h �) •« • �, "+ h 7r h> • 't
► . r
y � t � h ♦ : f ar • • • . r' :fir � •
r � i ! ► • !•
ti
a • i 1 !F. M t ! a M f
t a7 • • •` f.ar 7 .,
♦ f ► A
• ► f f �
a ► • f ► • • s ► s •, •
r• t • i ! f ! . !• f: Pyr t : l r • - ► 'Y ! • h � ♦; : •; : r r `
r f f f f '7• � . • f ► '+7t � f : f ! •. _ r ► ► r P,
ti r r ► .;
t ► 1 7r 7 • '+r r
• • xr a • • ! �� � • r * ► rh 1 •
� •, ,: f -�-- - - '<; -� r<. a .+. r - �-lam• r �-► �' � • f -! :: _ .-> F:
� r s
• f
•
r a . �. i a r s ► • �; � « f ♦ •.
d -
IN"
•NCDEQ-NCDWI
REVIEW COMMENTS
0
NCDEQ-DEMLR/LQS REVIEW COMM T
1
<
NCDOT REVIEW
i
LLJ
Z
06
d -
IN"
U)
0
z
1
<
(.9
i
LLJ
Z
06
(D
iw
E
1
ii
1
L6 Z)
<
Lui
r■
r
1t
o
U)
0
z
1
<
(.9
i
LLJ
Z
06
(D
SHEET

GREEN
PAINT
I ON LINE
SANITARY SEWER MANHOLE PROPOSED 8"
TOP EL: 476.02' SEWER LINE A
11
PROPOSED MH# 3A
STA. 14+84.23
N: 942524.37
Y� E: 2180463.30
30
PLAN
0 15 30 60
GRAPHIC SCALE
CATCH BASIN
GRATE EL: 478.23'CB
\� 80.05 LF 8" DIP EXISTING _ I
SEWER LINE A DITCHLINE
UNNAMED PROPOSED ; , l '�
` TRIBUTARY SILT FENCE;_-
r
EXPOSED
1 __ --_,°— ►� X x x o
P---- l° -
I DITI✓HLINE 1� ! — // �_�___ X_
i1 I r Its 13 00
X11 +00 rl 1 12 _ -
4041$ -17-4 -111P
90
I INCH = 30 FEET
CP/NL SET
N: 942522.00
E: 2180478.91
EL: 480.48
PROPOSED
SEWER SERVICE
CJ
Lv
123° ° r r ( i II _ - - GRAVEL DR p o
�- - - - -- - - _�--•. -� - / - - ->�� t __ �_ _ ---- I.E.: 480.6 2'
APPROXIMATELY - -------------1
275 LF OF GRAVEL +, XIQ
t ZONE 2 /i - - -Q,: 4F RZP,41R-- - - - - - -
`� ? - - VANCE COUNTY
CITY OF HENDERSON
I PROPOSED�MH# A
STA. 10+86� 5 \ I r PARCEL ID: 1984-02-7450 x I ,ice 1/2" OTIPF
N:942927.0 p 30' PERMANENT
E: 2180497.8e\ 15' TEI'PORAR�S EASEMENT �N"��- _--_----x-=
® CONSTRUCTION PREFABRICATED (8FT. W X 20FT. L)
EASEMENT ROLL -OFF STEEL CONCRETE I.E.: 480.77'
CONCRETE SUPPORT
EL: 477.94 WASHOUT CONTAINER TO BE TO
STA. 11+72 PROVIDED BY CONTRACTOR.
CP/NLSET
-MN-TENANCE-+�SPECTtONS AND ---
N:9450.95 :!
E: 2180430.09 EM BE SOLE
.y -RES O�SIBILITY OF THE CONTRACTORCONCRETE SUPPORT
X
STA. 12+02v-mC-E-eaoIQ7Y I o I� .+■ ■ • •�
----
® CITY OF HENDERSON
C�■■�■
PARCEL ID: 1984-02-3624 ■ ""�■■� V
+oo
MATHLNEST.
PROPOSED 811
SEWER LINE A
NOTE:
EACH SEPTIC TANK SHALL BE DEMOLISHED BY THE
CONTRACTOR. DEMOLITION OF THE EXISTING SEPTIC
TANK(S) SHALL INCLUDE PUMPING THE ENTIRE CONTENTS
OF THE EXISTING SEPTIC TANK AND HAULING CONTENTS
OFF-SITE. THE TANK TOP SHALL BE REMOVED AND
HAULED OFF SITE AND THE TANK SHALL BE FILLED WITH
SAND. THE EXISTING SEPTIC TANK SHALL BE BROKEN
DOWN TO AT LEAST 2'-6" FROM GROUND SURFACE AND
SELECT BACKFILL WILL BE USED TO RESTORE AND
RE-ESTABLISH GROUND COVER.
CATCH BASIN
GRATE EL: 483.67'
4b'Y OED 461k,61 Y
SEWER LINE A
I EXISTING
DITCHLINE
x x _
-x—= -x OT PF
--� •- -DIST
CB
SIGN
_ -- ,a --- �a-----,a
>
g&EDBU�
■/ 6 LF 8" PVC--
_ 331.1
y/ POST UP m C Y C
>1 P m P
■ 0 198
C NTRACfOR SHALL R PL
DAMAGED FENCE WI E
-t- : OR GREATER THA M
O�
O ■ PROPOSED E1
' ONNEC11ON ONLY F R
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
PROFILE
SCALE: HORIZ. 1 "= 30'
VERT. 1"= 3'
VANCE COUNTY
CITY OF HENDERSON
PARCEL ID: 1984-02-3624
EXISTING
WATER LINE
DRO 0SED MH# 4A
ST4. 18+15.39 =
PROPOSED MH# 1B
STA. 10+00.00
N: 942530.38
E: 2180132.20
EXISTING 8"
VANCE COUNTY
RABW
3
11 /2/2016
GRAVITY SEWER LINE
CITY OF HENDERSON
11 /2/2016
MGP
1
10/4/2016
PARCEL ID: 1984-02-7450
NO.
DATE
BY
SANITARY SEWER MANHOLE
r
O�
Q
�
TOP EL: 476.04'
J
z
Q
~�
8" PVC IN I.E.: 470.08'
Z
m
U
Z
8" PVC OUT I.E.: 470.00'
495
W W
WQ
U
PROPOSED DOG HOUSE
MH# 1A
CONTRACTOR SHALL REPLACE AN
w
OVER EXISTING SEWER
LINE
DAMAGED FENCE WITH EQUAL TC
ICL
STA. 10+00.00
IPS GPS STATIC
OR GREATER THAN MATERIALS
�00
N: 942965.38
ry
O
N: 942760.35
E: 2180491.27
(TYPICAL)
-
F. 218056815
�
EL: 476.27
O
PROPOSED MH# 3A
STA. 14+84.23
N: 942524.37
Y� E: 2180463.30
30
PLAN
0 15 30 60
GRAPHIC SCALE
CATCH BASIN
GRATE EL: 478.23'CB
\� 80.05 LF 8" DIP EXISTING _ I
SEWER LINE A DITCHLINE
UNNAMED PROPOSED ; , l '�
` TRIBUTARY SILT FENCE;_-
r
EXPOSED
1 __ --_,°— ►� X x x o
P---- l° -
I DITI✓HLINE 1� ! — // �_�___ X_
i1 I r Its 13 00
X11 +00 rl 1 12 _ -
4041$ -17-4 -111P
90
I INCH = 30 FEET
CP/NL SET
N: 942522.00
E: 2180478.91
EL: 480.48
PROPOSED
SEWER SERVICE
CJ
Lv
123° ° r r ( i II _ - - GRAVEL DR p o
�- - - - -- - - _�--•. -� - / - - ->�� t __ �_ _ ---- I.E.: 480.6 2'
APPROXIMATELY - -------------1
275 LF OF GRAVEL +, XIQ
t ZONE 2 /i - - -Q,: 4F RZP,41R-- - - - - - -
`� ? - - VANCE COUNTY
CITY OF HENDERSON
I PROPOSED�MH# A
STA. 10+86� 5 \ I r PARCEL ID: 1984-02-7450 x I ,ice 1/2" OTIPF
N:942927.0 p 30' PERMANENT
E: 2180497.8e\ 15' TEI'PORAR�S EASEMENT �N"��- _--_----x-=
® CONSTRUCTION PREFABRICATED (8FT. W X 20FT. L)
EASEMENT ROLL -OFF STEEL CONCRETE I.E.: 480.77'
CONCRETE SUPPORT
EL: 477.94 WASHOUT CONTAINER TO BE TO
STA. 11+72 PROVIDED BY CONTRACTOR.
CP/NLSET
-MN-TENANCE-+�SPECTtONS AND ---
N:9450.95 :!
E: 2180430.09 EM BE SOLE
.y -RES O�SIBILITY OF THE CONTRACTORCONCRETE SUPPORT
X
STA. 12+02v-mC-E-eaoIQ7Y I o I� .+■ ■ • •�
----
® CITY OF HENDERSON
C�■■�■
PARCEL ID: 1984-02-3624 ■ ""�■■� V
+oo
MATHLNEST.
PROPOSED 811
SEWER LINE A
NOTE:
EACH SEPTIC TANK SHALL BE DEMOLISHED BY THE
CONTRACTOR. DEMOLITION OF THE EXISTING SEPTIC
TANK(S) SHALL INCLUDE PUMPING THE ENTIRE CONTENTS
OF THE EXISTING SEPTIC TANK AND HAULING CONTENTS
OFF-SITE. THE TANK TOP SHALL BE REMOVED AND
HAULED OFF SITE AND THE TANK SHALL BE FILLED WITH
SAND. THE EXISTING SEPTIC TANK SHALL BE BROKEN
DOWN TO AT LEAST 2'-6" FROM GROUND SURFACE AND
SELECT BACKFILL WILL BE USED TO RESTORE AND
RE-ESTABLISH GROUND COVER.
CATCH BASIN
GRATE EL: 483.67'
4b'Y OED 461k,61 Y
SEWER LINE A
I EXISTING
DITCHLINE
x x _
-x—= -x OT PF
--� •- -DIST
CB
SIGN
_ -- ,a --- �a-----,a
>
g&EDBU�
■/ 6 LF 8" PVC--
_ 331.1
y/ POST UP m C Y C
>1 P m P
■ 0 198
C NTRACfOR SHALL R PL
DAMAGED FENCE WI E
-t- : OR GREATER THA M
O�
O ■ PROPOSED E1
' ONNEC11ON ONLY F R
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
PROFILE
SCALE: HORIZ. 1 "= 30'
VERT. 1"= 3'
VANCE COUNTY
CITY OF HENDERSON
PARCEL ID: 1984-02-3624
EXISTING
WATER LINE
DRO 0SED MH# 4A
ST4. 18+15.39 =
PROPOSED MH# 1B
STA. 10+00.00
N: 942530.38
E: 2180132.20
Ll- AIJ IIIVV
SEPTIC TANK
LOCATION
PROPOSED GRAVITY
SEWER LINE B
(SEE SHEET C-103)
-- ■ 1 -1
SERVICE
AND CONNECTION
(TYPICAL)
t
:CD
1c
■ -}-
■C
=20 Z
,NM
U
Q
u1 nINGt
ADDENDUM NO.1
NCDEQ-NCDWI REVIEW COMMENTS
NCDEQ-DEMLR/LQS REVIEW COMMENTS
NCDOT REVIEW COMMENTS
REVISION DESCRIPTION
4
2/14/2017
RABW
3
11 /2/2016
MGP
2
11 /2/2016
MGP
1
10/4/2016
MGP
NO.
DATE
BY
Ll- AIJ IIIVV
SEPTIC TANK
LOCATION
PROPOSED GRAVITY
SEWER LINE B
(SEE SHEET C-103)
-- ■ 1 -1
SERVICE
AND CONNECTION
(TYPICAL)
t
:CD
1c
■ -}-
■C
=20 Z
,NM
U
Q
u1 nINGt
ADDENDUM NO.1
NCDEQ-NCDWI REVIEW COMMENTS
NCDEQ-DEMLR/LQS REVIEW COMMENTS
NCDOT REVIEW COMMENTS
REVISION DESCRIPTION
M
LU
ti
o
U
LU
r
�
(�
� n
z
r
O�
Q
�
>
>
J
z
Q
~�
m
J
m
U
Z
�
495
W W
WQ
U
p0ct
W
}
w
n.
Z
in
Z
W
=z
LDp
ry
O
U0
z
0 Q
W
�
cn
O
z
mZ
w�
}
w
0
��
U
Z
492
>
O
w
z
4,92
EXIS
GROUND
/
489
;89
LOG
SPAN AERIAL
SE R
U
o
�
>
-
486
z
/
p%
-j LLI0
WpW
(D
N
Q v
z
Z
= W
�
$r
Q > O
LLJ
N>
®
00
d-
2'
483 0
m
O
a
0
W Q+>
H
483
cow
Or
O„
O
U
AlD_��W•
N
r_
�O r*l�p
fid-
V)OpW.
J
LLI cn OpW
~
J
+ WN
d d'toF—
Z
O W?
O =
W?O
U
oo
8O
a
�
5j
z
~ 0Q
LF 8
P
d- U')
�
c~i� z z
(J)
3ry
1 •,� 6
477
77
\
F
L m
m
-
/
W
z
W
z
474
0.60%
K
-jr,
74
80.05
F
\
o, o
W�0
NN00
00
00 00
.
<>
W Q++
1--
;�=
o o
Z zop
--
4,71
0 o• •
.. I IQ-ta-
Iz'tV)V)
Z
---
10+00 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80 17+40 18+00 18+60 19+00
M
LU
ti
o
U
LU
r
�
(�
� n
z
r
O�
Q
�
>
>
J
z
Q
~�
m
J
m
U
Z
�
�
W W
WQ
U
p0ct
W
}
w
n.
Z
in
Z
W
=z
LDp
ry
O
U0
z
0 Q
W
�
cn
O
z
mZ
w�
}
w
0
��
U
Z
>
O
w
z
M
SHEET
C-101
ti
o
U
O
O
r
LO N
(�
� n
z
r
O
—
1
>
>
J
(C=4,
Q
m
UJ
LU
O
Z
3:
�
W W
WQ
QI
Q
W
}
w
�m
Z
in
Z
W
z-1
� j j
LDp
LD
(/)
z
0 Q
W
Q
W
O
JW
SHEET
C-101
\�
/
O
O
W
� n
z
r
—
1
pp
J
O
Q
W
W
O
U)
3:
�
O
WQ
U)
O
U)
0 -
SHEET
C-101

LEGEND,
NOTES,
STA 0+00 SEE DETAIL
ON SHEET C-501
`~� ~ � r i 1 ,
PREFABRICATED {SFT. V� X 20FT. L) N ';
\ ,\} tj
Q`p�S—� `` �� 3 ux�5 '° `� ,✓-�.-<<' ��-- op®sem QN ��' �- f f
rvs�RU �s,. _ - p� iau ROLL --OFF STEEL CONCRETE cp �
`0
UTILITY POLE
1. EXISTING TOPOGRAPHY FROM CITY OF HENDERS❑N AERIAL TOPOGRAPHY MAPS.
SESSN
�r Nq�r '®�
i % MAINTENANCE, INSPECTIONS, AND 'l, °\ �'Lli
UP o
__---------------
__-- ________—_- _—`-- %_ > ,/ r` RESPONSIBILITY OF THE CONTRACTORa
°``° -_ - `r ! D< 1\ ro o `\-°
\ ~ MANHOLE # 3 ON
`p\
THE CENTERLINE OF THE PROPOSED SEWER MAIN WAS STAKED IN THE FIELD AND
TEMPORARY
Co o
CLEAN OUT
CENTERLINE ELEVATIONS WERE DETERMINED IN THE FIELD FOR THE PREPARATION
GRAVEL CONSTRUCTION
ENTRANCE. SEE DETAIL
MH 0
SANITARY SEWER MANHOLE
OF THE PROFILE OF THE EXISTING GROUND OVER THE PROPOSED SEWER MAIN.
ON PAGE C-503
®
IRON PIN FOUND
2, EARTH BERMS, ETC THAT THE CONTRACTOR MAY CONSTRUCT IN ORDER TO FACILITATE
..,—G
EXISTING GAS LINE
THE CONSTRUCTION OF THE SEWER MAIN, SHALL BE REMOVED WHEN THE SEWER MAIN
7-
�E 12s
BUFFER PROTEb� I❑N AREA
IS COMPLETED AND ALL DISTURBED AREAS ARE TO BE RESTORED TO PRE -CONSTRUCTION
{r'
- —SS--
EXISTING SANITARY SEWER
CONDITI❑N, DRESSED UP AND SEEDED.
PROPOSED SANITARY SEWER
3. ALL SEWER MAINS ARE TO HAVE MINIMUM COVER OF 3.0'
.,.-.W
EXISTING WATER MAIN
EXCEPT IN THOSE AREAS WHERE THE SEWER MAINS ARE ENCASED IN
OF STREAM
❑
0
EXISTING WATER METER TO
CONCRETE.
BE REMOVED.
4, SOME EROSION CONTROL MEASURES ARE SHOWN ALONG THE OUTER EDGES OF
NEW RADIO READ WATER METER
THE PERMANENT SEWER EASEMENT, IF ADDITIONAL WORK ROOM IS NEEDED,
AND METER BOX
INSTALL THE EROSION CONTROL MEASURES ALONG THE OUTER EDGES OF THE
---- T
UNDERGROUND TELEPHONE LINES
CONSTRUCTION EASEMENTS, ALL COSTS OF CLEARING WITHIN THE PERMANENT AND
LEGEND,
E
OVERHEAD ELECTRIC POWER LINES
CONSTRUCTION EASEMENTS ARE TO BE INCLUDED IN THE UNIT BID PRICE FOR
RSS - ROCK SILT SCREEN
429 100 YEAR BASE FLOOD ELEVATION
SEWER LINE INSTALLATION.
SCD - STONE CHECK DAM
WETLANDS BOUNDARY
5. THE CONTRACTOR SHALL CHECK THE INVERT ELEVATION OF THE EXISTING
SD - SLOPE DRAIN
426,5
EXISTING SPOT ELEVATION
SEWER MAIN AT THE LOCATION OF PROPOSED MANHOLE NO. 1 BEFORE CONSTRUCTING
RRA - RIPRAP APRON
MANHOLE NO. i AND NOTIFY THE ENGINEER IF THERE IS ANY DEVIATION
TD - TEMPORART DIVERSION DITCH
EXISTING CONTOUR FROM CITY
FROM THE COMPUTED INVERT ELEVATI❑N AND THE ACTUAL ELEVATION.
----444 ----
OF HENDERSON AERIAL
TOPOGRAPHIC MAP
6, LINE ALL TEMPORARY DIVERSION DITCHES (TD) WITH NAG S 75, NAG REFERS TO
- - -
— CENTERLINE OF STREAM FROM
EROSION CONTROL PRODUCTS MANUFACTURED BY NORTH AMERICAN GREEN,
CITY T❑P❑ MAP
SB
TEMPORARY SEDIMENT BASIN
TEMPORARY STONE CHECK DAM
SCALE: HORIZ. 1 "= 40'
TEMPORARY SILT FENCE
,
TEMPORARY ROCK SILT SCREEN
-
- --
TEMPORARY DIVERSION DITCH
450
- -- 444 --- --
TBM
TEMPORARY BENCH MARK
SEDIMENT BASIN BAFFLE
TYPICAL WOOD LINE AS PER
"t
k ,
t \ n=0.12
CITY OF HENDERS❑N AERIAL
,I
,
TOPOGRAPHIC MAPS,
450
TEMPORARY i
TEMPORARY
AT ''
STONE
CONSTRUCTION
�, CHECK DAM
STA i%r�
EASEMENT
-
s
kTEMPORARY
TEMPORARY SLOPE DRAIN
--- - ____-- _-
5.0'
ALL PVC PIPE T❑ BE 8' DI`M �------------------------------
' N-12 PVC PIPE + SIDES
o
USE 46 OF S'
�
DIVERSION
-rruonnw®v DTODAD
,0, ST`A
'6r -. n, \
i®° �'4 \ i\
' Ti7mpn?a11?Y a
DITCH
:sr
OPEN BUTLER AND BRAME
Z'R'•' c4p. j
I i
1 j
it
THE CITY OF HENDERS❑N `
AMINATE BUTLER ,SND BRAME
ORARY SL13VE DRAIN
40` OF 15',N-12 PVC PIPE + SIDES
,
1 f
MANHOLE'# '2
g'� STA 'A+00
W Js
r '
r '
r
ro
r � r
I2° 4 125 X d r
PRdC NSsUC � cu: J
RIPARIAN STREAM BUFFO
PROT TION AREA
TEMPORARY `
__ _ ___DlVERSION \`
DITCH ------------ o
O
PROP❑SEREASEMENT NANT a
SAN. SW
0.2
`k rF7Y� ®-rL®
NO,
. H -
HEND40-MHO85
EX. MANHOLE
TOP ELEV 433.35
Il - , 420.58
I
i
i
t
t
t
t
WOODS
/ INSTALL 20`,L,F. F CONCRETE PIPE ENCASEMENT AT '
EACH STREAM CR SING PER DETAIL 'A' AS SH❑WN ,�N S ET `C_5g �°
CENTER EAC#I ENC EMENT ON CENTER OF STREAMS, i c> ® ``
\`\ ~ ZONE 1 APIAN B FER J� CD
PROTECTI \AREA r,®� G3
OD\
WETLAND u 1 ,
DISTURBED `
{t i ETLAND t -
\ '
4____SQ. FT. `, _ - - ®p Il 4.0' DIAM PRECAST 'DOGHOUSE'
° - - MANHOLE # 1
3+'OU
- — --
---------- ROCK
ROCK SILT SCREEN
.0` ,\ `' DIVERSION a\\ - .., .. ".., .. %... ... .... _®__- .✓ xqv- ♦_i ,F," JI _^ 41t.%�,®- } , r ® I ' %. % TL V.,.r �*-, \ e -�° w°-' V A °00 0
APRON-- ­
La=10,0`,W=1i.0` `� ~ DITCH `, ALL PIPE TO BE 12 DIAMETER ®�- _---- _ - --�- �' S f3 - I TEMP❑RARY RIPRAP \ Q £
RrJP , ®PEN USE 40 ❑F 8 N-12 PVC PIPE + SIDES �'�° 1 /' , % ; RIPARIAN SCREAM s C
__ S �� f '•: DISTURHE {{
- [ APRON Pk1 ` R PR❑ ECTI❑ {,
�}, __ j S , L ®I
23' THICK LAYER F ~' QST �® (� C, WETLANDS O
�.�
TICiN EASEMENT
STA 0+00 SEE DETAIL
ON SHEET C-501
`~� ~ � r i 1 ,
PREFABRICATED {SFT. V� X 20FT. L) N ';
\ ,\} tj
Q`p�S—� `` �� 3 ux�5 '° `� ,✓-�.-<<' ��-- op®sem QN ��' �- f f
rvs�RU �s,. _ - p� iau ROLL --OFF STEEL CONCRETE cp �
`0
•Ls .�_ �- s �►
,'- _
MANH❑LE # err --- _ 4 _ WETLAND ` °
00 ��� ---- �!'`, `i''t ',,
STA 1®+50 sA qS� ens_~', 1 r q l - ����R���� `__ - -- -------------------- S , ® 5\ WASHOUT CONTAINER TO BE ,
s�✓�: p��_ = s v s+s® �--'` - -_ -d WOODS F %/ i �t i PROVIDED BY CONTRACTOR. ELli
SESSN
�r Nq�r '®�
i % MAINTENANCE, INSPECTIONS, AND 'l, °\ �'Lli
31°04°31 PR®�® �R ;' ;'
WOODS -- S? �--''� - \ �' 8; ,r� ,r/ RE�AOVAL TO BE THE SOLE ;'` °r \`,vi
_
__---------------
__-- ________—_- _—`-- %_ > ,/ r` RESPONSIBILITY OF THE CONTRACTORa
°``° -_ - `r ! D< 1\ ro o `\-°
\ ~ MANHOLE # 3 ON
`p\
_ ,'
EE
STA 3+00co
TEMPORARY
FOX POND ".�, -- - 432 ----- -_ , �,l jop
° \\'` ROCK SILT SCREEN -- -- ----------- __ ` rf i \? '` e
-TEMPE�RA�2Y KIPRAP -- ^y e Z \
` APRON ____ ij sd ; ®< V THE CITY OF HENDERS❑N '; ' `'' °'�, \'�
° `� °
F=1F ;12' i3UCTILE IRON `
27 SA �;_S- 0.25 / _-----
1
+
GRAVEL CONSTRUCTION
ENTRANCE. SEE DETAIL
JOHN HAMME \, ,�' PLANLI. 419.75 ; _
`e\ ¢ '. '--y °'
' ; -
'
ON PAGE C-503
CGN CTI4N
S M T-
N E 1
\ RIPARIAN ETRE M �
�.
7-
�E 12s
BUFFER PROTEb� I❑N AREA
{r'
0,25 % `
WOODS
rl. n�
❑FSSTRAM
'
°`{
OF STREAM
❑
a w
.0` ,\ `' DIVERSION a\\ - .., .. ".., .. %... ... .... _®__- .✓ xqv- ♦_i ,F," JI _^ 41t.%�,®- } , r ® I ' %. % TL V.,.r �*-, \ e -�° w°-' V A °00 0
APRON-- ­
La=10,0`,W=1i.0` `� ~ DITCH `, ALL PIPE TO BE 12 DIAMETER ®�- _---- _ - --�- �' S f3 - I TEMP❑RARY RIPRAP \ Q £
RrJP , ®PEN USE 40 ❑F 8 N-12 PVC PIPE + SIDES �'�° 1 /' , % ; RIPARIAN SCREAM s C
__ S �� f '•: DISTURHE {{
- [ APRON Pk1 ` R PR❑ ECTI❑ {,
�}, __ j S , L ®I
23' THICK LAYER F ~' QST �® (� C, WETLANDS O
�.�
_ �_ c -G
. __ - SLS k . _
Y AREA o O �y ti
~ .-�' r i �� i , 23 THICK LAYER ❑F `� ` r °v'
CLASS B STONE LAD ~ - .. ,, ~ ~ U - - �r m
,
❑N FILTER FABRIC \ i�� ' `\ r/"'r�S%h� ����� r `' -_ _ /' 6 3�d La=10.0',W=11-5' ,- - 690 SO, FT, \ = s e
k F, + '� �8' �� S�'` -s' 1 ' �' k{ ; 23 1THIC 11.5 LAID - -
1-__ Ti ' B STONE `, 4 P c�a ®�
CLASS ,S�R
ON 0% GRADE , �F` ` '�- �e _ �� ----------- -- -- iI.3I QUSr/-f �Q' \
1 j� P ' - �" `s--'-- ~ MLrCYT ` _'�----------- `� ��0-----R� -r i { ; ❑N FILTER FABRIC ; \ ' I W - 2 ;+�®�
} iii l �` Sj1 e % �5r O i✓' �'' ` ---' i / i ON 0% GRADE
--� *S`�✓R �� /' ROCK SILT SCREEN
a ROCK SI T SCREEN _ "'�. �T �
�`,`
`~� ~ � r i 1 ,
PREFABRICATED {SFT. V� X 20FT. L) N ';
\ ,\} tj
Q`p�S—� `` �� 3 ux�5 '° `� ,✓-�.-<<' ��-- op®sem QN ��' �- f f
rvs�RU �s,. _ - p� iau ROLL --OFF STEEL CONCRETE cp �
`0
•Ls .�_ �- s �►
,'- _
MANH❑LE # err --- _ 4 _ WETLAND ` °
00 ��� ---- �!'`, `i''t ',,
STA 1®+50 sA qS� ens_~', 1 r q l - ����R���� `__ - -- -------------------- S , ® 5\ WASHOUT CONTAINER TO BE ,
s�✓�: p��_ = s v s+s® �--'` - -_ -d WOODS F %/ i �t i PROVIDED BY CONTRACTOR. ELli
SESSN
�r Nq�r '®�
i % MAINTENANCE, INSPECTIONS, AND 'l, °\ �'Lli
31°04°31 PR®�® �R ;' ;'
WOODS -- S? �--''� - \ �' 8; ,r� ,r/ RE�AOVAL TO BE THE SOLE ;'` °r \`,vi
_
__---------------
__-- ________—_- _—`-- %_ > ,/ r` RESPONSIBILITY OF THE CONTRACTORa
°``° -_ - `r ! D< 1\ ro o `\-°
\ ~ MANHOLE # 3 ON
`p\
_ ,'
EE
STA 3+00co
-' ROCK SILT SCREEN ' ` f '\
0
FOX POND ".�, -- - 432 ----- -_ , �,l jop
° \\'` ROCK SILT SCREEN -- -- ----------- __ ` rf i \? '` e
-TEMPE�RA�2Y KIPRAP -- ^y e Z \
` APRON ____ ij sd ; ®< V THE CITY OF HENDERS❑N '; ' `'' °'�, \'�
° `� °
La=10.0',W=11,0`
-7� 17� 23' THICK LAYER A D
0]a GLASS B STONE , O
❑N FILTER FABRIC it
�� ''__ ______ � � �
SURVEY BY d O
°'
ON 0% GRADE -- - HEND40-MH086 L�..
NATHAN HYMILLER `,.° ---- -----~---------"'`'�a e'
----`''" ® .-''"`~�+__
EX MANH❑LE
PRELIMINARY DESIGN BY '�� + "� ,``�,® °'` ,,d` TOP ELEV 434, 7
ai °`®, '' �9
JOHN HAMME \, ,�' PLANLI. 419.75 ; _
`e\ ¢ '. '--y °'
CIVIL ENGINEER, PA r
,
i�. ``� ,,' 4.0 0 40 80 120
151 WEST BELLE STREET °°---------------------
LLJ
HENDERS❑N,N,C, 27536 ---` _ _ ___ ______� - ------------ --'' `. %' HORIZONTAL SCALE I INCH = 40 FEET co z
`°�
__
F❑X P❑ND'-�,q ---- ,'' FOX POND >:
GRAPHIC SCALE — FEET 0
p FRO" F I L E
cr- U.
SCALE: HORIZ. 1 "= 40'
450
VERT. 1 °'= 4'
450
0
n
Q
w
®w®
..r
-
w
�
w �
_...i
0
.�
:`"l
w
Q ._J
w
z
0
=
CD <L
w
C>
h
r S7
o UC`1
Lo
440 -----------------------
----- --
- -- -
--
--
-- -----
-- --
co
440
<
_
w w a
T
> w
UU' w
#
w
l�
Q
M Q 2
Ln
�ouj
�
XISTING GRADE
OVER CL SAN SWR
Q
z
z
®� z m z Q�
z
m z c� ® c� co z
m r z w>
a
z
—
efl
u�
c.)
j w , ® ® U ® U - � r
- _ ---
-----_ - —
�
}
SLOPE DRAIN
-- ---
- -
F -
cu
¢
W o
p
W U
z
eC
U
CL'
>�
¢
aP4
�-
w L,
100 -YR
FLOOD
L>
d w
CD
¢
ELEVAT
❑N 431,00
®>
TEMPORARY-fk
w
t-
430 _ -
- 0
#5
�r
OVER
CL SAN SWR <
N
30
W
wON
_
-- -
----------
-—
-
_
____----
`"
- --
---- - --
---
-
---
--
i
�
TEMPORARY SLOPE
DRAIN
J
C-3
i
It CD
250 L
F. OF 12` PVC
DR 26 SAN, SW
@ 0.25%
@ 0.25 I
L.F. ❑F
2' DUCTILE IRON
PIPE SAN, SWRui
. @ 0.25
127
L,F, OF 12' DUCTILE
PIPE SAN, SWR.
IRON
@ 0,25 X
420
—
-
-
CD
-
--- _ -
--
CONCRETE
420
o
cu
cu
Lo
w
ENCASEMENT
cu
cu
+
;
,�1
ci
o%
+
I°�
+
00
cu
to
-------
+
cu
+
.�
®w w
---- -
---
-
a
<r
d
H F w
"
LD z G3
y w�SHEET
90 Lf, OF 12'
D.I.P. @ 0,25%
w
410
410 0 1
o

z
0
Lu
0-
0)
Z
0
LLw
0
z
w
m
UL
0
L0
w
0
Q�
0 -
Lr)
CD
cl
04 EXISTING MANHOLE # 7, STA 0�0,
EX. TOP ELztV 436.90 = NEW TOP ..... I-
-ELEV,
10 " , / / // I- 5,W
INVERT ELEV IN 427,60+-, (EXISTIN0-
`4 INSIDE
EX, BOTTOM ELEV=427.40,
jy Y. CORE'BRILL
-to AND INSTALL BOOT AND NEW INVERT,
NEW /INVERT ELEV OUT 427.40
7 ADD NEW VENTED STACK WITH TOP ELEV 442M.
VACYJMN TEST MANHOLE EOR_ SEE Lu
LEAKAGE.
44 SE qOTE CHIS rir_r_ MANHOLE DETAIL ON/ SHEET C-'501
B13 L ERT
44 X
�C
00-01
T
EX.
pl� 10 0
)V, EL z
_bj_,P� _AND 2 AS FOX POND
N\11 'LAN
-448 �0.� 1\ _r f
tA3N_
Ppop
- - - - - - - TBM # 2 TOP ❑OF MANHOLE
crii- HORIZONTAL SCALE I INCH 40 FEET 0
# 7, ELEV 436,90 1
f� I lic
w
IN4�4301
7 0.27 110,
TEMPORARY RIPRAP
APRON RRA N t__y
LcL=14,0',W=16,0'
/Yl
23' THICK LAYER OF
CLASS B STONE LAID SURVEY BY
ON FILTER FABRIC NATHAN HYMILLER FOX POND
- T_
ON 0% GRADE Ir.
ILMVUKAKY ACT SH -A REPLACE,, A PRELIMINARY DESIGN BY c)
CONSTRUCTION 10
TBM # 3 TOP OF MANHOLE A AGED CEI-1,"TH NUAL,j JOHN HAMME 40 0 40 80 120 C/)
EASEMENT op -0 N• ..
# 8, ELEV 444,13 CIVIL ENGINEER, PA z ui
R GREAT THAN MATE�RIA Ls
151 WEST BELLE STREET
GRAPHIC SCALE - FEET
9 4 ......... . T'1MAL.
jj p., HENDERSONAC. 27536 C)
N
z
1p
Lu
z
P Ru" F I L E
0
>
SCALE: HORIZ. 1"= 40'
ui
=j
-i <
�2
u
u
<
450
z
VERT. 1 #P= 43'
<
450 Ljj
Lli
co
8-4 13
m
Z
y
C) u
cv) <
Lij
J LA
z
ce" u
wP:l
:D
IQ
_'x
z
z
z
LAJ
z
<
Lij
z
rmz<L
pq
LD
< Ld
t
>
>
0 >
Ldz
m� � >
or
3:
D (0)
C4 -
w
zlz
"D
a:
U?
a:
in
U 5
A
+
<
UiC)
Lli
cu
0
_j -i
U
IL
jpQ
j _j
a:
4 1 Lq
Ld
ol
14-
Ld
w cy) n
Lj
z
I ► Ix
_j
m cr,
..L
zlo
f- >
0 >
Li
v
U
z
Li
u
4
z w
< Li
LJ
L
LLJ
z _j >
< "I Li
Ld Li
<
U)
>
U L
1
W
M
< cu
w -
Li-
CD
C'4
440
u
Li
1 ty-
d u
CD
440 co UJ §
C*l
CL Q�
YEAR FL
ELEVATION
w
�_
:D
u
LD >
CL m
UJ
> > c:
c:)
cu
I
V
.00D
t__4
_j W
Q� w >
< z
LLI
< w -5
Z <
1
STREAM BOTTOM
F-
z
W
7: 0-
0-� 0
V) ;>
EXISTING
GRADE
F-: Z
z 9 co z cn
m co 0 U) Z w >
II
_j
W >
W
2:
Lj
c� CL
C3
OVER CL
PROPOSED SAN,
SWR
< W < W 0 _j W 7
Q Q 0 0 0 E:w
LU
_j
7
Li 14
3:
OVER
CL PROPOSED
AN, SWR
U)
cy
<
I ------
u
-;;uSTREAM
BOTTOM
------------
<
— t ---
-X' 226
OF
>
I I --
43�
—
ENC;
EtT��IPF-
EX IS�ING
OLD STREAM
NOT ACTIVE
BED
(NO FLOW)
z
<
ce
p
CD
430 <
cn
o?
EX,
61
OR SIDUCTILE
IRON WATER MAIN
CONCRETE ENC
DETAIL 'B' ON
SEE
SHEET - 3
w
CL
13
LL
W-4
Lu 'r-
C:) Ir -
0
1 -4
36 5�5
L.F OF 12,
OF THE PLANS
cu
Z,,qN S VR @
�4
71!
320,0 L,F,
OF 12' MmLF
x
ry 0
®W
:r +
(4 Li W
1_
ui
DUC; R
Ilki
11'4 F SA"WR-Y-0.25%
280 1 F- OF
S -R 26 SA
SWR -TV
1
C)
1
<
co
0) [ �j
(M,H*
4 TD_ M.H,# 5)
U, 25
u
+
CD
cu
cu
mt
w
0
cu
cu
bJ
Q
1^^4 HCL
cf)
420 —
420
u
PROPOSED
150 L.F. OF
LL
/A+
ENCASE
0.
INSTALLED
BY BORE 8c
JACK
SHEET
410
- ----------
410 C=202
am#SM :am#1 **a ull of 10
. ... .. . .... .. . ..... . I .

z
0
Q
0 -
us
0-
nt
r-
0
2'-10"DIA,
TOP VENTED OR
WATERTIGHT LOCKING
2'-0" DIA.
CAST IRON FRAME & COVER
A
a'
c p.
®
PER PLANS
NON -SHRINK GROUT WITHIN 1" OF TOP
SECTION "B -- l$
P'
,r _
�-
CONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
e
PLASTER INSIDE AND OUTSIDE OF BRICK RISERS
.
`
MINIMUM 1/2- THICK.
N
q•,��jC3
�/a
r
�
a'A•°, p®77,
OF ALL MANHOLES OVER EXISTING SEWER MAINS.
ECCENTRIC CONE SECTION MAY VARY IN
!°
VERTICAL HEIGHT WITH SUPPLIER BUT
'• �
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
CONSTRUCTION.
00Q
PIPE
4. MANHOLE BASE SHALL BE CAST IN PLACE.
m
LIFTING HOLES SHALL BE FILLED AND
w
PLASTERED ON BOTH EXTERIOR AND
A' INTERIOR WALLS WITH MORTAR.
S"
,
cn
4'-0" DIA,
4'-0" VERTICAL PRECAST MANHOLE COMPONENTS
MAY VARY IN VERTICAL HEIGHT WITH SUPPLIER
BUT SHALL BE 1'-4" MIN. AND 4'-0" MAX.
Up
K®
.d
Z
2 STEPS FULL DEPTH OF
p
Li
MANHOLE TO BE INSTALLED,
IN VERTICAL ALIGNMENT
3
ON STRAIGHT SIDE OF
•`° ALL JOINTS BETWEEN PRECAST SECTIONS
MANHOLE. (USE STANDARD
', SHALL BE SEALED WITH AN APPROVED
RUBBER BOOT STEPS AS SHOWN
W/ S.S. CLAMP THIS SHEET.)
_ . Ei" BITUMINOUS SEALANT OR GASKET AND
4'
MORTARED WITH BOTH EXTERIOR AND
INTERIOR JOINTS PLASTERED WITH MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
'.
PIPES. FORM TO MATCH 2/3 DIAMETER OF
r
_I OUTLET PIPE. SEE INVERT DETAIL
�
I
'..�.-. ._•. `:.,
I WATERTIGHT SEAL WITH APPROVED MATERIAL
RUBBER BOOT
NON -SHRINK GROUT WITHIN 1" OF TOP
MANHOLE BASE SHALL BE PRECAST.
BASE FOUNDATION TO BE CONSTRUCTED LEVEL
WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
PRECAST MANHOLE NOTES.-
OTES:1.
1.ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS
OF ASTM C--478, LATEST REVISION.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED,
THE CONTRACTOR SHALL INSTALL UNDERDRAINS AND
STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
S. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
P K EC" A%"'"3-" T T E M A N H 0 L
AJ
PLAN
CONSTRUCTION NOTES
1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 4" FROM INSIDE FACE OF STRUCTURE WALL.
2. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM
THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS
FURNISHED THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND
HAS RECEDED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE
OF SAID STEPS.
im
CONCRETEii' ,
MANHOLE WITH OFFSET VENT
VENT OUTLET TO
POINT DOWNSTREAM
I2"
VENT OPENING
TO BE SCREENED
V
4" STEEL VENT PIPE
MANHOLE TO HAVE
CAST OR CORED HOLE
A.
g I° •.
0 I
+a
FOR VENT HEIGHT 10' OR " I`
GREATER, CONCRETE ANCHOR
SHALL EXTEND TO SURFACE
8T.
CONCRETE ANCHOR
4"
M"
I V.
MIN. 2' ABOVE 100
YEAR FLOOD ELEVATION
WATER 11GHT LOCKING CAST IRON
FRAME & COVER W/ GASKET AND
STAINLESS STEEL BOLTS
NOTES.
1. VENT PIPE SHALL BE 4" SCHEDULE 40 STEEL PIPE OR 316
STAINLESS STEEL,
2. INSIDE OF VENT PIPE SHALL HAVE A 3/32 INCH COAL TAR LINING
ACCORDING TO AWWA 203, EXCEPT IF STAINLESS STEEL.
3. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED TO COMMERCIAL
STANDARDS AND HAVE TWO COATS OF EPDXY PAINT AS
APPROVED BY THE ENGINEER, EXCEPT IF STAINLESS STEEL.
4. VENT EXTENSION FOR OFFSET VENT SHALL BE JOINED BY WELDING
OR MJ SLEEVES.
MANHOLE WITH VENTED o"'TACK
UPDATED JULIE, 2016
NOT TO SCALE
1
HALF FLAN OF MANHOLE
RING & COVER
V-11 1/2"
C4 n �-
of
"
1 /2
SECTION A-- A
MANHOLE COVER
2'-1 1/4c*4 C14
3/4" V-11 3/4"
4 3/8" 2'--0 1/2-
2'-9
/2"2'-9 1 /4"
SCTI ON A— A
MANHOLE RING
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
MANHOLE RING & COVER
7
SECTION "C -- C"
SEE DETAIL FOR
CONCRETE STANDARD MANHOLE
COLLAR
(TY'-) EXISTING PIPE
SAW CUT TO
SPRINGLINE
a\
U U
w
PRECAST BASE
SECTION :-
4'-0" MIN.
RUBBER BOOT �
W/ S. S. CLAMP RUBBER BOOT
W/ S.S. CLAMP d
SMOOTH FLOW
cv
INVERT 2/3
PE DIAMETER a;
4" MIN.00
~
00
jdNlhL
�) 10
U
SECTION A—A yl
U
H �
\ ALL PIPES SET SO THAT CENTERLINE OF w
PIPE IS RADIAL TO MANHOLE CENTER.
W H
cn
A
A
-- -- --- - ------
FLOW FLOW
.P.� \®® y� 00000000pp
0
T%-®
•1 ` y\ aa0 yViLa•
-Ua ® =�
r pv' � �A
CONSTRUCT SMOOTH 1/2" MIN.f®� p
FLOW INVERT 0000-'.".
HORIZONTAL
"°°yps® pan°°®�C�
HORIZONTAL AND VERTICAL LOCATION FOR MANHOLE
AS SHOWN ON PLANS IS FOR CENTERLINE OF MANHOLE
AND ALL INTERSECTING PIPES.
ui
PLA
cn 0z
M AANHOL .�' F__,
co () 2 ct
cow 0
M
I—
® O
0� C/) Lij z
SEE DETAIL FOR "U" SHAPED CHANNEL ui
STANDARD MANHOLE MATCH INVERT TO
EXISTING PIPE SPRINGLIKE SET RISER SECTION
INTO �---
FOOTING PRIOR
FLEXIBLE MANHOLE BOOT EXISTING PIPE TO FINAL CONCRETE
OR ENTRANCE JOINT SAW CUT TO SET
NEW SEWER SPRINGLINE
LATERAL ui
:•.� GROUT ''.. 6'
...
e •.
6x6 -2X2 WOVEN OR
UNEXCAVATED WELDED WIRE MESH
3000 LB. CONCRETE
BASE FOUNDATION CONSTRUCTED LEVEL WITH EXISTING ui L)
MATERIAL OR WITH STONE AS REQUIRED BY SPECIFICATIONS
SECTION :$A ---- As$
C) U C
0
PIPE EMBEDMENT MATERIAL o p
MECHANICALLY TAMPED0
o << ;- Q ui w ung
CENTERLINE OF LO z mco � w w
INLET PIPING IS
NOT ALLOWED IN Q z w 00
EITHER QUADRANT ® z m z W
ADJOINING THE MANHOLE co
OUTLET. 0 d w Q LuQ w
6"
" a'
,171 7.p �-- -- ® A MANHOLE
STEPS
A
a'
c p.
®
p•
p,
SECTION "B -- l$
P'
,r _
4
,d ,mss.
��
4
4
q•,��jC3
�/a
1. THIS DETAIL MUST BE USED FOR CONSTRUCTION®:
a'A•°, p®77,
OF ALL MANHOLES OVER EXISTING SEWER MAINS.
2. LATERALS 6" AND LARGER SHALL BE
CONNECTED AT MANHOLES ONLY.
3. FLOW SHALL BE MAINTAINED DURING
CONSTRUCTION.
SEWER
PIPE
4. MANHOLE BASE SHALL BE CAST IN PLACE.
m

z
Q
0-
w w
2
0
a
N
EXISTING ROAD —, I�" 10'
I ILm IL-1% i
m
50' MIN.
4' _
24"
SLOPE
C2%
2 TO 5%
5TO10%
10 TO 20%
>20%
WIRE
FENCE
e a�aasrrelt,r reLtsFrotis
THE TRENCH
SECTION MEW
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
dG
11/2/2016
UPSLOPE
NCDEQ—NCDWI REVIEW COMMENTS
6" HUMP TO DIVERT RUNOFF ,
fi" MIN,
MGP
FROM EXISTING ROAD
1
10/4/2016
v
NCDOT REVIEW COMMENTS
EN.
2"-3" COARSE AGGREGATE
BY
REVISION DESCRIPTION
(RAILROAD BALLAST)
FILTER FABRIC
NQIEa
1.
A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
AFTER EACH RAINFALL AND
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2.
STONE TO BE 2 — 3 INCH WASHED STONE RAILROAD BALLAST.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
REPAIR . D_ AS NECESSARY.
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY,
5.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6.
REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6,06.
C 'TION ENTRANCE
E TEMPORARY CU----NSTRUU
/_4
UPDATED JUNE., 2016
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GUAGE 6"X6" WIRE
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
24"
SLOPE
C2%
2 TO 5%
5TO10%
10 TO 20%
>20%
WIRE
FENCE
e a�aasrrelt,r reLtsFrotis
THE TRENCH
SECTION MEW
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
dG
SLOPE LENGTH(FT) MAXIMUM AREA(SQFT) IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
100 10,000 AFTER EACH STORM EVENT AND WHEN
75 7,500 DEPOSITS REACH APPROXIMATELY 1/3
50 5,000 HEIGHT OF BARRIER.
25 2,500
15 1,500 4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL. 6.62.
SEDIMENTATION/SILT
REVISION DATE - NOVEMBER 3, 2008
SEE TABLE
LONGITUDINAL ANCHOR TRENCH
(USE WHERE NEEDED) EUN MEW
6"
(15 cm)
19"
12"
15 cm)
2"-5"
(5cm-12.5cm)
NQIEii
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S EXTENDED
BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOIL
SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" — 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER
TO SECURE RECP'S
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6"
DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" — 5" (DEPENDING ON TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPES
STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
10, SEE SCHDULE FOR PRODUCT TYPES.
11, PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY.
A NQIES
B CRITICAL POINTS
1, HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
C A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
---- __ G. CHANNEL BOTTOM/SIDE
SLOPE VERTICES 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR
- �
STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP'S.
BEFORE YOU DIG!
CALL 1 -800-632-4949
ONE -CALL
IT'S THE 1
3
11/2/2016
UPSLOPE
NCDEQ—NCDWI REVIEW COMMENTS
2
- - ,
MGP
Y
1
10/4/2016
MGP
NCDOT REVIEW COMMENTS
EN.
DATE
BY
REVISION DESCRIPTION
# _ ,LL • INSPECTED
FILTER1. BARRIERS r
AFTER EACH RAINFALL AND
DAILYIMMEDIATELY
# # ,, .
DURING PROLONGED
REPAIR . D_ AS NECESSARY.
,RPROMPTlY
SLOPE LENGTH(FT) MAXIMUM AREA(SQFT) IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
100 10,000 AFTER EACH STORM EVENT AND WHEN
75 7,500 DEPOSITS REACH APPROXIMATELY 1/3
50 5,000 HEIGHT OF BARRIER.
25 2,500
15 1,500 4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL. 6.62.
SEDIMENTATION/SILT
REVISION DATE - NOVEMBER 3, 2008
SEE TABLE
LONGITUDINAL ANCHOR TRENCH
(USE WHERE NEEDED) EUN MEW
6"
(15 cm)
19"
12"
15 cm)
2"-5"
(5cm-12.5cm)
NQIEii
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S EXTENDED
BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOIL
SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" — 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER
TO SECURE RECP'S
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6"
DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" — 5" (DEPENDING ON TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPES
STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
10, SEE SCHDULE FOR PRODUCT TYPES.
11, PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY.
A NQIES
B CRITICAL POINTS
1, HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
C A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
---- __ G. CHANNEL BOTTOM/SIDE
SLOPE VERTICES 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR
- �
STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP'S.
BEFORE YOU DIG!
CALL 1 -800-632-4949
ONE -CALL
IT'S THE 1
3
11/2/2016
MGP
NCDEQ—NCDWI REVIEW COMMENTS
2
11/2/2016
MGP
NCDEQ—DEMLR/LQS REVIEW COMMENTS
1
10/4/2016
MGP
NCDOT REVIEW COMMENTS
EN.
DATE
BY
REVISION DESCRIPTION
Cn
J
Q
W
D
SHEET
lR�l�lr�