20140394 Ver 2_Site Plan_20150109

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f-%ARMEN, ALLEY WILLIAMS, %./Ti
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ENGINEERS & ARCHITEC"IpIk
BURLING"I'"u"N. NORTH 1 t 27215
TELEPHONE: [phone]
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SHEET 12 OF 12 - EROSION CONTROL & BYPASS PUMPING DETAIL
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PHASE 2B
(STA. 36+26.22
TO STA. 83+12.79)
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GENERAL NOTES:
1. CONTRACTOR TO MINIMIZE IMPACTS TO RESIDENTS, TREES AND ENVIRONMENT WHEN POSSIBLE
2. TEMPORARY EASEMENT TO BE CLEARED ONLYAS NEEDED.
3. CONTRACTOR IS TO INSTALL PIPE BASED UPON BEDDING REQUIREMENTS ATTACHED WITH DETAILS.
5. CONTRACTOR TO BACKFILL PIPE AT END OF EACH DAY TO PREVENT POSSIBLE FLOODING.
6 PROJECT LOCATION IS WI THIN FLOODPLAIN OF HAW RNER AND CONTRACTOR IS RESPONSIBLE FOR SECURING SITE AND
PROTECTING ENVIRONMENT AT ALL TIMES. SEE DETAILS & SPECIFICATIONS FOR INFORMATION ON BYPASS PUMPING
REQUIREMENTS.
ACCESS CORRIDOR #51 loo-Ti FLOOD END PHASE 2A AND 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SANITARY SEWER SERVICE TO EXISTING HOMES DURING
FRINGE LIN E CONSTRUCTION.
EXISTING 21'® & S. BEGIN PHASE 28 8. ALL DUCTILE IRON PIPE IS TO BE CLASS 50 AND IS TO BE LINED WITH PROTECTO 401 LINING.
ATSSMHNO. 11 9. FLEXIBLE PIPE IS TO BE MANUFACTURED BY HOBAS PIPE USA OR FLOWTITE PIPE.
91
LEGEND
FLOODWAY
100-YR FLOOD
500-YR. FLOOD
EXISTING SANITARY SEWER
PROPOSED 42" SANITARY SEWER
1 C80 -YR. R. FLOOD PLAIN
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SCALE: I" = 300'
0, 300' 600' 900' 1200' 1500'
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033170
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\ CONTRACTOR TO \
\ \ MAINTAIN DURING
\ \ CONSTRUCTION
s EX. 8" S S. L \
SS
SS EX RAVEL ACC \ PROP. SSMH NO. 6
ESs STA. 12 +25.42
4 �
AFTER CONSTRUCTION, \
CONTRACTOR TO MIX 6" OF '
622 NO. 57 STONE INTO ENTRANCE
RIVERSIDE & SMOOTH ENTRANCE OUT CONTRACTOR TO INSTALL
DRIVE TEMP. CONSTRUCTION
ENTRANCE
CONTRACTOR TO DO
LIGHT CLEARING WITHIN
TEMPORARY EASEMENT
(SMALLER THAN 4 DBH)
20' PERMANENT
EASEMENT
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RIVERSIDE DRIVE
60' PUBLIC R/W
0
CONTRACTOR TO PROVIDE
GRAVEL DRIVE TO
CONSTRUCTION ENTRANCE
ACCESS CORRIDOR NO. 2
SCALE: 1" = 40'
PROP. 42"
SAN. SEWER
y EXISTING
EASEMENT
609
RIVERSIDE
DRIVE \
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ss \ PROP. 42"
SAN. SEWER
4�r* PROP. SSMH NO. 1
i \ STA. 1 +04 \
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\ - p��cr� •ice �P, ►
s !�, CONTRACTOR IS TO CONTINUE USING PHASE 1
TEMPORARY CONSTRUCTION EASEMENT FOR
a��� PHASE 2A.
0,
AG�I /O�
EXISTING '
• \ i \ EASEMENT
\ ss
\
s • \
s \
s
EXISTING APPROXIMATE LOCATION OF PREVIOUSLY
PAVED ROAD - INSTALLED CONSTRUCTION ENTRANCE. PHASE
2A CONTRACTOR TO "SWEETEN" WITH 2 " -3"
AGGREGATE. AT CONCLUSION OF PROJECT,
CONTRACTOR TO SPREAD 4" #57 STONE OR 4"
ABC STONE ON TOP OF ENTRANCE.
ACCESS CORRIDOR NO. 1
SCALE: 1" = 40'
PROP. SSMH NO. 11
STA. 36 +03.22
PROP. 42"
SAN. SEWER
EXISTING
EASEMENT
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PROVIDE 15'X 100' CONSTRUCTION
ENTRANCE AT CONCLUSION OF �
I 40 JOB, FILL IN WITH #57 STONE TO
- IMPROVE SMOOTHNESS %•
CONTRACTOR TO PROVIDE +
GRAVEL DRIVE TO
CONSTRUCTION ENTRANCE PROVIDE 4:1 V -DITCH
1' DEEP ALONG EDGE'
OF EASEMENT ►'
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PROVIDE 4" OF ADDITIONAL \ -eta
#57 STONE TO EXISTING
GRAVEL ROAD
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ACCESS CORRIDOR NO. 4
SCALE: 1" = 60'
\,\
• \ \ PROP. 42" t
SAN. SEWER �!
PROP. SSMH NO. 9 \
\ STA. 26 +65.64 ,
2488
HILLFORD
20' SAN. SEWER DRIVE
EASEMENT
CONTRACTOR TO INSTALL CONSTRUCTION �'\ STREAM SB
ENTRANCE BEFORE RESIDENTIAL
' DRIVEWAY. CONTRACTOR TO BE AWARE \ \
` DRIVEWAYIS USED FOR RESIDENTIAL /'��, \ EXISTING '
ACCESS & IS NOT TO BE BLOCKED. - \ EASEMENT
lir
t
All
20' PERMANENT \
\ EASEMENT
ACCESS GATE IS TO BE \
Rp/ / , wr SIMILAR IN DETAIL BUT . \ \
DECORATIVE IN NATURE \ \ \
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ACCESS CORRIDOR NO. 3
SCALE: 1" = 60'
AL
033170 ='
�••' FNG I NEED •'' C�O�:
EACH ACCESS CORRIDOR IS TO HAVE AN
ACCESS GATE INSTALLED PER CITY
INSTRUCTIONS AND DETAIL ON SHEET 9

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THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES,
AND ARE IN AN APPROXIMATE WAY ONLY AND NOT SHOWN BEEN INDEPENDENTLY VERIFIED BY ALL DUCTILE IRON PIPE SHALL
THE LOCATION EOF ALL THE EXISTING EUTI ITIES,1 LINES, CONTRACTOR SHALL
BEFORE DETERMINE THE
WORK, AND EXACT E LINED WITH TECTO 01
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES, PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER /ARCHITECT OF
ANY CONFLICTS WITH EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL
NEED TO BE RELOCATED.
THE ENGINEERIARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR
TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR !TS
WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER
PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER. NO SUB - SURFACE EXAMINATION OF ANY TYPE
HAS BEEN MADE BY THE ENGINEER /ARCHITECT, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR
INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF -p
ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE -LL
INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER /ARCHITECT IS IN NO WAY LIABLE FOR ANY - _-
VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST
ACCESS CORRIDOR N0. 7
(SEE SHEET 3) E
EX. 20' S.S. ElP
EASEMENT AXL
EX. SSMH TEMP. BENCHMARK
TOP- 505.23 ELEV.- 507.81(AWCK)
RIVERSIDE DRIVE
60' PUBLIC R/W --�
EX. JMH
TOP - 513.43±
EX YARD INLET INV. -492.77±
_ 100 YR FLOOD .
FRINGE LINE rTOP- 506.46 EIP
C53 - 500 YR FLOOD EX. SSMH
FRINGE LINE EIP
� TOP - 503.671
EIP INV. - 492.77±
EIP CONNECT 20' -24" RCP, PIPE II 8" INV.- 496.17±
COLLAR AND FES TO EXISTING
EIP STORM DRAIN PIPE TO CROSS PROP. SSMH NO. 4
PERMANENT EASEMENT.
STA 8 +36
EX. 42" SANITARY I�
SEWER LINE SEWER LATERAL SEWER LATERAL = SEWER LATERAL
/EX. SSMH TO FRONT TO BACK I h TO BACK 2„
TOP- 503.63± ■ VINYL HOUSE
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THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, GENERAL NOTES:
ETC., AND THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS
SHOWN ARE IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR THE ENGINEER /ARCHITECT. THE CONTRACTOR SHALL DETERMINE THE EXACT 1. CONTRACTOR TO MINIMIZE IMPACTS TO RESIDENTS, TREES AND ENVIRONMENT WHEN POSSIBLE.
LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE COMMENCING WORK, AND ALL DUCTILE IRON FIFE SHALL
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE 2. TEMPORARY EASEMENT TO BE CLEARED ONLY AS NEEDED.
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES, PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEERfARCHITECT OF E LINED WITH PROTECTO 401 3. CONTRACTOR IS TO INSTALL PIPE BASED UPON BEDDING REQUIREMENTS ATTACHED WITH DETAILS.
ANY CONFLICTS WITH EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL 4. CONTRACTOR TO BACKFILL PIPE AT END OF EACH DAY TO PREVENT POSSIBLE FLOODING.
NEED TO BE RELOCATED. 5. PROJECT LOCATION IS WITHIN FLOODPLAIN OF HAW RIVER AND CONTRACTOR IS RESPONSIBLE FOR SECURING SITE AND PROTECTING
THE ENGINEER /ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR f ENVIRONMENT AT ALL TIMES. SEE DETAILS & SPECIFICATIONS FOR INFORMATION ON BYPASS PUMPING REQUIREMENTS.
TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS \ 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SANITARY SEWER SERVICE TO EXISTING HOMES DURING CONSTRUCTION, f /
WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER APPROXIMATE
PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER. NO SUB- SURFACE EXAMINATION OF ANY TYPE
HAS BEEN MADE BY THE ENGINEER /ARCHITECT, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR TEMPORARY CLEARING EASEMENT - LOCATION OF
INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF CLEAR ANY TREES < 4" DBH IN
ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE THIS AREA. COORDINATE CLEARING HOUSE POND NOTES:
INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER /ARCHITECT IS IN NO WAY LIABLE FOR ANY WITH LANDOWNER. AREA MAY BE f
VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST. !, USE FOR PARKING /STORAGE. t I
1. ONE WEEK BEFORE REACHING SSMH NO. 6, CONTRACTOR IS TO LOWER POND LEVEL APPROXIMATELY 5' (AT RATE OF 1' AER DAY) WITHIN '
sp ° 0 BOTH PONDS A'& B. CONTRACTOR & CITY SHALL DISCUSS LOWERING OF WATER LEVEL WITH LANDOWNER AT LEAST 72 HOURS PRIOR TO
LOWERING WATER LEVEL. II
EX. SSMH ' ` 2 POSITIVE SHORING PLAN SHALL COMPLY WITH NCDOTT STD. DETAIL DE A LOl 01.01 AND PROJECT OSPECIAL PROVISIONS. PLAN SHALL BE SUBM17TEDS
RED L. INVESTMENTS, LLC , / PHlLL1P L HILL
TOE, 505.35± y� SCOTT P. HILL
INV.-492,93± i TEMPORARY SEWER LATERAL TO CITY LEAST 10 BUSINESS DAYS BEFORE LOWERING WATER LEVEL. PARCEL ID NO. 14910f
PARCEL 1D NO. 149507 TO FRONT
607 RIVERSIDE DRIVE CONSTRUCTION 1 l / j 3. AFTER COMPLETION OF CONSTRUCTION & TESTING AND AFTER CONTRACTOR HAS DETERMINED EASEMENT IS NO LONGER REQUIRED FOR
L = 100' ( EXPOSED ' ACCESS, CONTRACTOR 1S TO RAISE WATER LEVEL WITHIN PONDS TO PRECONSTRUCTION ELEVATION (APPROXIMATELY 515.0). CONTRACTOR i
J PROP. SSMH NO. 5 W 2 = / ROCK \ JAMES E. & PATRICIA B. BECK MAY DO SO THRU REMOVING POND PUMPS, OR OTHER MEANS, BUT WATER LEVEL IS To BE RETURNED To WITHIN 2' OF NORMAL WITHIN 6
PARCEL ID NO. 149349 1
�. VINYL HOUSE STA 1 0•`!-'00 T = 8" � � \ WEEKS OF COMPLETION OF TESTING OF SEWER LINE &MANHOLES. WATER FROM HAW RIVER 1S NOT TO BE USED TO FILL POND. AFTER 6 � WETLAND IMPACTS TO
° 622 RIVERSIDE DRIVE ,%
X RED L. INVESTMENTS, LLC '� WEEKS, CITY WILL USE DECHLORINATED WATER FROM CITY SYSTEM TO SLOWLY FILL POND. / BE LIMITED TO WITHIN EXISTING POND 'B'-
PARCEL ID NO. 149506 ACCESS CORRIDOR NO. 2 4. WITHIN 2 WEEKS OF RETURN TO NORMAL ELEVATION, CONTRACTOR IS TO STOCK PONDS WITH FISH. CONTRACTOR IS TO CONSULT WITH EASEMENT AS SHOWN (SURFACE AREA
609 RIVERSIDE DRIVE PP ALAMANCE COUNTY COOPERATIVE EXTENSION AGENT TO DETERMINE FISH TYPE, NUMBERS, RATIO, ETC. (0.008 t AC.). WETLAND OF POND APPROX.
(SEE SHEET 3)
15" f r % AREA TO BE RETURNED 0•65 AC•)
p ,6 ` 1 VINYL HOUSE HICKORY ,v 500 YR FLOOD / TO GRADE WITH 6" OF \
GRAVEL DRIVE TO
C� FRINGE LINE
NATIVE MATERIAL WITHIN
RIVERSIDE aRivE j RIP -RAP INLET DELINEATED
EASEMENTS LIMITS.
PROTECTION WETLAND WA EX. SSMH
TOP- 503.60±
RCS INV: - 494.60±
515 100 YR FLOOD JO'-24" RCP WITH FE�
-� FRINGE LINE / EX. 518. IN DITCH, SOME GRADING `� ~° °- -- - •-- -- --� - �°
TOP 518.82 - °�' \
FRAME ® EXISTING POND A' AREA °'� EIP - -- �_-® TOP OF LAM 517.Of}
7j. \� \`. \\ - INV:- 511.07 MAY BE REQUIRED. �.-- } _ _
=7� \\ o BUILDING
5. �',G (SUOFAPOND
141 , APPROX. 5 AC.)
ANTI -SEEP COLLAR CLEARING �---�
o LIMITS
" « b °.9 @ STA. 15 +40
G ` rr 5 24 OAK �` a 1 °--' ✓ �-°- /w_ �\� • 510 -o
�. �� `.s� �> �� \r0 a ��� .�'� -- ✓"'- .I._
' '-8 EX. SSMH
15" BEECH
36 " /N. - 494.0 2�1
6' JWEE7 GUM . - �- ' "� '� ° °- �° ° �s •� ..�. � .. / /j '� /•� / �/ / /� „ / / s .' _,� �-.,.'�- p /t 1 ,'`��_° -'� ."”- � .s �--"° J r .� - .// � 7/ ,,%✓ ( .--/ '` / % � � l�7 � a i' T IF l� i � z x w �1 � �,���r l � � � t # x�� �� �� � � s e� "` r yLx . �- vx � . a � ;h ,��s a r � s �. ? x `�!k yr � � 1 \F '°' `� �ry 1- ` . ®
OUTLET (517.0±) , !
110 TOP OF DAM
__ _�____�_'� �._ ---'i ---�. /�,o.-• J ''� `� �/ �.,..�, '°'` �., J t� °�°
CLEARING �-�°
LIMITS _ —�— _-� -''� / -�� ' -�'` _ --__'� _ - _l�a'� `-- '/ y
PROP. SSMH NO. 6 ! 13f00 ea 0
STA 12 +25.42 -- --, E.S. _
`'" _ E O,SITIVESHt:iRl f5�• -.. .._ ,� ....., � -..�_ � e® ��.
ZONE 2 BUFFER - - -�/STR N +00 - r p goo pRO� -� ` •_SEA J -o __-- -_ e° ..�° >,
Ex, SSMH _ ', �•.• -.-sue - S T� '" � � � _ 1 e 3g � 17-roo \ � �.. - m---- ---- -- ._.- -• ._= _____`... ------ ____ _-•-- `, s-� \�?�, \°� \ __
ToP- 5D2.a5± _ . -- s. = _ -- --
.� ZONE 1
INV - 493.401 / \e WOOD °� FILTER ZONE ,2
BUFFER _ - - - .R — IR -
,,.• ,� OUTL
CONTRACTOR SHALL COORDINATE & BYPASS ` 500
�_ 10 STONE FILTER `°� \
PUMP 8" SANITARY SEWER WHILE REPLACING / OUTLET \ �° �' °� •� / -� s -� ` � �- 6' STONE \ '� '° �°� �� ---- -- EIP �' ZflA1E I
BUFFER
El P fm E1P EXISTING SSMH WITH PROPOSED SSMH NO. 6 \ r^ , c 495 LET, .. �. � 7B PROP. SSMH NO. 8 "� �° °�
7 ` -- M 4`�`. � 10' SroNE FILTER � ' r' rt (VENT TO ELEV.- 513'.8 EDGE OF WATER — n STA 21 +68.35
OUTLET 20 -15 RCP With PROP. SSMH NO. 7 ( PROX. LOCATION}
- E 99
FES .
�° GRADING MAY BE
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20' -15" RCP With FES, 6' STONE FILTER REQUIRED.
RECONNECT 8" S.S. LINE SILT FENCE OUTLET, TYP.
'C' INTO NEW SSMH M DITCH, SOME GRADING HA RIVER rYP PLAN
MAY BE REQUIRED
SCALE. 1" - 40'
FLOODWAY 5 X 5 CLASS -----------
LINE RIP -RAP PAD ANTI -SEEP COLLAR
& (2) 6' STONE @ STA. 20 +75
FILTER OUTLETS
467± VOM W �R fin 11 '
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CITY
u`�F
IV
BUr"hLh'aWNG
TO A& M
ry
SANITARY SEWER IMPROVEMENTS
MM
NEEWM"
1 O
SHEET NO.
of 12

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THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES,
ETC., AND THE LOCATIONS OF EXISTING UNDERGROUND UTILIDES, PIPES, VALVES, ETC. AS
SHOWN ARE IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR THE ENGINEERIARCHRECT. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC, BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES, PIPES AND VALVES, THE CONTRACTOR SHALL NOTIFY THE ENGINEERIARCHITECT OF
ANY CONFLICTS WITH EXISTING AND PROPOSED FACILITIES TO DETERMINE F AN ITEM WILL
NEED TO BE RELOCATED.
THE ENGINEERIARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR
TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS
WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER
PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER. NO SUB--SURFACE EXAMINATION OF ANY TYPE
HAS BEEN MADE BY THE ENGINEERIARCHITECT, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR
INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF
ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE
INFORMATION SHOWN ON THIS PLAN AND THE ENGINEERIARCHITECT IS IN NO WAY LIABLE FOR ANY
VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
PROP. SSMH NO. 10
STA 31+41w97
N & N-1 1-1
1. CONTRACTOR TO MINIMIZE IMPACTS TO RESIDENTS, TREES AND ENVIRONMENT WHEN POSSIBLE.
2. TEMPORARY EASEMENT TO BE CLEARED ONLYAS NEEDED.
3. CONTRACTOR IS TO INSTALL PIPE BASED UPON BEDDING REQUIREMENTS ATTACHED WITH DETAILS.
4. CONTRACTOR TO BACKFILL PIPE AT END OF EACH DAY TO PREVENT POSSIBLE FLOODING.
5. PROJECT LOCATION IS WITHIN FLOODPLAIN OF HAW RIVER AND CONTRACTOR IS RESPONSIBLE FOR
SECURING SITE AND PROTECTING ENVIRONMENT AT ALL TIMES. SEE DETAILS & SPECIFICATIONS FOR
INFORMATION ON BYPASS PUMPING REQUIREMENTS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SANITARY SEWER SERVICE TO EMSTING
HOMES DURING CONSTRUCTION.
Ea"ZWK21
2 F-A
USA
Im-
FP
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----- ----- - ------------- ---------- -------- ----------- --------- -
ALL DUCTILE IRON PIPE SHALL'
BE LINED WITH PROTECTO 401
�MMIRMW-116
I - _rw
(LIKU-w MAN E,
1— Q' I JO'WTj OF'---
42f' D�P BY PHASE
V NTI?AC
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-7
RE WITH 6125 —4122" FLE EXI�
:x/t/m 42" CMP .�* 0.. EXI TI G 12" CMR SS, 0 0.12V
33+00
34+00
35+00
--- ------- ------------ -- ..
36+00
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GRADING NOTES:
1. EXISTING RIP-RAP TO BE REMOVED BY CONTRACTOR.
2. PROVIDE A MIN. 2:1 SLOPE AROUND INLET WEIR.
3. PROVIDE FILTER FABRIC UNDER RIP-RAP AND REUSE AVAILABLE RIP -RAP AT INLET OF WEIR,
4. RIP-RAP SHALL BE CLASS 'VAND HAVE A MINIMUM THICKNESS OF 24".
EX. CIL
GRADE
5001
495
LL_
TOP OF ACCESS
o GRADE BEYOND
BOX
WEIR-498.0
6'X4' OPEN WEIR -
INLET WITH TRASH
RACK
Lu
20'
10' AC(
20'-48" RCF
@ 0.5Z
INV. IN-492.5
12
INV. OUT-492.60
CAST IN PLACE OR PRECAST
CONCRETE BASE FOR
DRAINAGE STRUCTURE
PROVIDE A 4' WIDE CATTLE GUARD
ACROSS TOP OF OPENING OF BOX.
CATTLE GUARD TO BE SECURELY
C/) ANCHORED TO BOX. ENGINEER TO
10' lo' REVIEW SHOP DRAWINGS PRIOR TO
MANUFACTURING.
ill<j
16' 8
1 41 TOP OF RETAINING WALL
I 1S 4' FROM INSIDE
FACE BEYOND BOX
ELEV. —501.5
48" STEEL ENCASEMENT
PIPE WITH 42" DIP
(MIN. LENGTH = 13')
—C/L INV. AT CROSSING ELEV. —495.06
PROVIDE WEIR AT ELEV.-494.0
TAILDITCH @ 0.57, MIN.
2' INV. OUT 492.0
---d I—
CL
RETAIN EXISTING LARGE
BOULDER /ROCK IN
BOTTOM OF EXISTING
DRAINAGE WAY
CIL STREAM
PROFILE--
PRECAST, CONCRETE RETAINING WALL NOTES:
1. CONTRACTOR SHALL PROVIDE ENGINEER WITH
SHOP DRAWINGS OF PROPOSED RETAINING WALL.
2. CONCRETE THICKNESS OF WALL & FOOTING* &
LENGTH OF FOOTING MAY BE MODIFIED BY
PRECAST MANUFACTURER BASED ON ACTUAL
DESIGN CALCULATIONS.
3. DIMENSIONS SHOWN PROVIDED FOR PURPOSE
OF PRICING RETAINING WALL.
4. PROVIDE A I' X I' STONE DRAIN AT BASE OF
WALL.
12
ELEV. —501.5
STONE DRA)
4 "0 WEEP
HOLE
500
L:_ 495
0
ch
cr_ 490
co �6
U)
06
06 c6 C6
00 co
1+50 1+00 0+50 0+00
1 = 4VERT
SCALE.- 1 If = 1O' HOR.
mmmmuw
SCALE: 1" = 4'
INLET WITH
TRASH RAC)
61
505
I EX. CIL
� GRADE
500
495
MEN
O
Q)
485—
0+00
500
495
490
485
0+00
SCALE- 1 10'HOR.
TOP OF RETAINING WALL-501.5±
16' 12'
A 2'
Lr)
L6
2f'
3-8"0 HOLES
FOR DRAINAGE
RIP
STAINING
ALL
ca
__j
Ql)
-_j
cj:�
7TOM OF
505
500
CLASS 2 RIP—RAP
24" THICK WITH
FILTER FABRIC
495
485
0+50
495
— CLASS 2 RIP—RAP
24" THICK WITH
GEOTEXTILE FILTER
FABRIC, TYP.
490
485
0+42
\A c'!" I
q�
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NOTES:
PRECAST REINFORCED CONCRETE MANHOLES
SHALL CONFORM TO ASTM SPECIFICATION
C478. EXCEPT WHERE OTHERWISE SHOWN
ON DETAILS. MANHOLES MUST BE ALLOWED
TO CURE A MINIMUM OF 7 DAYS PRIOR TO
SHIPMENT. THE DATE OF MANUFACTURE
SHALL BE INDENTED INTO ALL MANHOLE
RISERS AND TOP SECTIONS.
MANHOLE SHALL BE VACUUM TESTED WITH
BRICK OR GRADE RING ADJUSTMENTS AND
FRAME INSTALLED.
SANITARY SEWER MANHOLE TOPS ARE TO ELEVATION SHOWN ON ENGINEER'S
BE BOLTED OR BRACKETED TO RISERS. DRAWING (24" ABOVE 100 —YR. FLOOD)
REINFORCING IN CENTER OF SLAB
TO EQUAL NO. 4 BARS, 12" O. C. E. W.
IN 4' MH & 10" O. C. E. W. IN 5' MH
CAST IN PLACE WATERTIGHT FLANGED
MANHOLE RING & COVER — JOINTS
36" OPENING
REINFORCING TO CONFORM
TO ASTM A 82, A 85 & —�o i
C -478 SPECIFICATIONS '— �������—
RISER TO PROVIDE MINIMUM 36"
CLEAR SPACE — INSIDE DIAMETER.
BASE OF MANHOLE TO BE SIZED
ACCORDING TO ANGLE.
MANHOLE BASE SIZE MINIMUMS
0° — 20° DEFLECTION = 56"
21' — 55° DEFLECTION = 64"
56° — 90' DEFLECTION = 72"
36" WATERTIGHT CAST IN PLACE MANHOLE RINGS AND
WATERTIGHT MANHOLE COVERS.
CAST INTO FLAT TOP. BOLTS TO BE STAINLESS STEEL.
HEAVY DUTY US FOUNDRY 1754 RING & MX COVER
BWT OR EQUAL
ALL SANITARY SEWER MANHOLES ARE TO
BE CLEANED & COATED WITH 3 COATS
AS CONTAINED IN THE SPECIFICATIONS.
POLYURA COATINGS SHALL BE DURAMER
1030 AS MANUFACTURED BY SEWER
KOTE, OR EQUAL.
FLANGED RETURN (C.I.)
8 x 8 VENT MESH (ALUMINUM)
318" FLANGE FILLER ESD PURAFIL VENT SCRUBBER
(PV40) CHARCOAL FILTER
4" D.1•PIPE REQUIRED ON VENTED
I— 3" MANHOLES
4" I.01.0_.C.l. WALL PIPE CAST IN MH PIPE CAST IN MH TOPP
8 — O RING JOINT 24"
r=r- i__1Frrr =111F1 *
1'-o
=11 =1 1=1 11=1 11=1 11=1 1 =1 I I - - -I 11 =! 11 =I''
" =1 I 11=1 11=1 E
=1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =I' '
MANHOLE TO CONFORM TO CITY STANDARD
DETAILS FOR 4' AND /OR 5' PRECAST
CONCRETE MANHOLES.
FLEXIBLE BOOT FLOW CHANNEL SHALL
CONNECTOR BE UNIFORM AND AT
A CONSISTENT GRADE ALL MANHOLES ARE TO
Al HAVE FULL INVERTS
12»
s CLASS A" CONCRETE OR MONOLITHICALLY
000aooa000 ppppOOeOOpoopp p0O ° ^ POURED BOTTOMS
"e0000000 o "a000 "o "000 " " "eo " "oa " "oa "oa "aoa " "000000
ooe000eeaeeooeo o o o o a oeaaaoo
12 DEPTH OF #57 WASHED STONE
4' X 8' STEEL WIRE MESH 1/4" CONTRACTOR TO PROVIDE
AND 7 GAUGE WIRE OR EQUAL CLASS 'A" CONCRETE ANTI — FLOTATION CALCULATIONS
AS APPROVED BY THE ENGINEER AND /OR NEED FOR BRACKETS
FOR MANHOLES WITH SHOP
DRAWINGS
B
12"
MAX'
M„
w
STABILIZATION STONE EXTENDED
12 PAST CONCRETE BASE OR
TO UNDISTURBED EARTH B
NOTES: PLAN
1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION
2. SEE PRECAST REINFORCED MANHOLE STD. DETAIL
FOR ADD177ONAL DETAIL
3. PLACE HORSESHOE MANHOLE BASE IN WET
4. CUT OL�TtJ41�00TlHiIRDl)OF EXISTING PIPE. FINISH
INVERTS AND WATERPROOF ALL COLD JOINTS AND
AROUND ALL PIPES.
5. POUR CONCRETE COLLARS.
NEW
Lx
EVE
- SEWER A
PIPE
CONCRETE COLLAR
PIPE I Pyp� UND
CUT OUT TOP 1/3
OF EXISTING PIPE
4, -0: DIA MANHOLE FOR 6- TO 12 ",M61NS
5 -0 DIA MANHOLE FOR 15 TO 30 MAINS
6' -0" DIA MANHOLE FOR 36" TO 48" MAINS
PLAN
WITH COPING REMOVED
BRICK COPING
SECTION —XX
8»
NOTES:
ALL DROP INLET OVER 3' -6" IN DEPTH
TO BE PROVIDED WITH STEPS 1' -3"
ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH STD. SS -8 AND SS -9
CLASS "A" CONCRETE TO BE USED (3000 PSI).
BRICK MASONRY DROP INLET TO BE USED IN
LOCATIONS SUBJECT TO TRAFFIC ONLY UPON
APPROVAL BY ENGINEER.
PRECAST CONCRETE DROP INLET WILL BE PERMITTED
JUMBO BRICK WILL BE PERMITTED.
CONCRETE BRICK OR PRECAST
CONCRETE BLOCKS MAY BE USED IN
LIEU OF CLAY BRICK.
FOR 8' -0" IN HEIGHT OR LESS USE 8"
WALL. OVER 8' -0" IN HEIGHT, USE
12" WALL TO 6' -0" FROM TOP OF
WALL. AND 8" WALL FOR THE
REMAINING 6' -0 ".
IF REINFORCED CONCRETE PIPE IS SET IN BASE
OF SLAB BOX USE STANDARD SPEC. DRAWING SD -1.
n1AA17N MONK AM 011ANTITIFC
SECTION —YY
DIMENSIONS OF BOX & PIPE
v v
CONCRETE
IN BASE
HORSESHOE
C
DEDUCTIONS FOR
ONE PIPE
PIPE
I SPAN
WIDTH
MANHOLE
PER FT.
HEIGHT
BRICK
COPING
HORSESHOE
D
A
BASE
15
CU. YDS.
MANHOLE
R.0
12
3 —0
3' -0"
CUT OUT TOP 113
2 —8
0.267
0.267
0.,311
0.313
0.037
0.037
0.871
OF EXISTING PIPE
PROPOSED PIPE
15
i 190
21
2 3/4
WATERPROOF FLEXIBLE
36
4,000 PS1
0.289
15'
1370
4,000 PSI
JOINT SLEEVE
3:1
CONCRETE
J�I�ERPROOF
30'
4' -3"
CONCRETE
0.122
0.170
3:1
48
25 1/2
73 1/2
54
2130
30
3 1/2
,. • . '
— — — ` 7.
—
73 3/4
WATERPROOF
2380
36
4
3:1
63
1.1 Z
97 3/4
72
JOINT
42
4 1/2
3:1
63
35
98
78
5920
48
5
3:1
72
6 "
98
84
7470
54
5 1/2
2.41
°444
34
100
\<
8810
�j
6
2:1
60
39
99
96
11180
72
7
2:1
78
21
a
108
13980
6" STABILIZATION STONE
PLACE
STONE
STABILIZATION
UNDER COLLAR
4 "x8'ki6" SOLID
6" STABILIZATION STONE
4"x8" 6 SOLI
O
POUR CONCRETE
MASONRY BLOCKS
LOCKS
(8 TOTAL) SECT l0N A
EARTHTYP�
(8 TOTAL)
SECTION B
I
I I
PLAN
WITH COPING REMOVED
BRICK COPING
SECTION —XX
8»
NOTES:
ALL DROP INLET OVER 3' -6" IN DEPTH
TO BE PROVIDED WITH STEPS 1' -3"
ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH STD. SS -8 AND SS -9
CLASS "A" CONCRETE TO BE USED (3000 PSI).
BRICK MASONRY DROP INLET TO BE USED IN
LOCATIONS SUBJECT TO TRAFFIC ONLY UPON
APPROVAL BY ENGINEER.
PRECAST CONCRETE DROP INLET WILL BE PERMITTED
JUMBO BRICK WILL BE PERMITTED.
CONCRETE BRICK OR PRECAST
CONCRETE BLOCKS MAY BE USED IN
LIEU OF CLAY BRICK.
FOR 8' -0" IN HEIGHT OR LESS USE 8"
WALL. OVER 8' -0" IN HEIGHT, USE
12" WALL TO 6' -0" FROM TOP OF
WALL. AND 8" WALL FOR THE
REMAINING 6' -0 ".
IF REINFORCED CONCRETE PIPE IS SET IN BASE
OF SLAB BOX USE STANDARD SPEC. DRAWING SD -1.
n1AA17N MONK AM 011ANTITIFC
SECTION —YY
DIMENSIONS OF BOX & PIPE
WALL
THICKNESS
CONCRETE
IN BASE
TOTAL BRICK MASONRY
C
DEDUCTIONS FOR
ONE PIPE
PIPE
I SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
D
A
B
15
CU. YDS.
C.M.
R.0
12
3 —0
3' -0"
2 0/
/
2' -0"
2 —8
0.267
0.267
0.,311
0.313
0.037
0.037
0.871
0.020
0.032
15
i 190
21
2 3/4
0.047
36
37
0.289
42
1370
24„
4' -0"
3:1
0.078
0.4113
30'
4' -3"
1.367
0.122
0.170
H
1 5/8" 1 1/2"
1 1/2"
5/8"
0
1 15/32" �_
2' -3 1/4" 0
0 0
V -4 1 f 2" H
1 15/32"
V -7 5/8" V -7 5/8"
PLAN OF GRATING
CAST IRON
V -7 5Z8 V -7 5/8 2"
1 ° DEPRESSION SECTION —GG
2' -3 1/4"
2"
1 3/16 " —^
SECTION —HH
3' -1 3/4"
3' -6" —
SECTION —EE
NOTES:
USE ON STANDARD DROP INLET SEE DRAWING SD -9.
E
2' -6" L
F —J
3' -6"
PLAN OF FRAME
CAST IRON
2" 2 1/8"
�� 'XMja0rA"
2' -1 3/4
2' -6'
SECTION —FF
DIAMETER
E
PIPE
DIAMETER
WALL
THICKNESS
SLOPE
B
C
D
E
WEIGHT
12
2 1/4
3:1
24
49
73
24
730
15
2 1/4
3:1
27
46
73
30
910
18
2 1/2
3:1
27
46
73
36
i 190
21
2 3/4
3:1
36
37
73
42
1370
24
3
3:1
42
31 1/2
73 1/2
48
1770
27
3 1/4
3:1
48
25 1/2
73 1/2
54
2130
30
3 1/2
3:1
54
19 3/4
73 3/4
60
2380
36
4
3:1
63
34 3/4
97 3/4
72
5320
42
4 1/2
3:1
63
35
98
78
5920
48
5
3:1
72
26
98
84
7470
54
5 1/2
2.41
66
34
100
90
8810
60
6
2:1
60
39
99
96
11180
72
7
2:1
78
21
99
108
13980
DIMENSIONS IN INCHES WEIGHT IN POUNDS
FLARED END SECTION - OUTLET
D
SECTION X -X
iE
DIAMETER + 1'
FLARED END SECTION -INLET
SECTION Z -Z
•A.
O -RING JOINT
�d.
10" MIN 5"
C"
,A"
';4"
B"
2" MIN
d.
4,.
6„ .4
d
14„
61,
6"
MONOLITHIC
16 -118
6 -112
MANHOLE BASE
10 -318
18 -318
7 -112
10"
12 -518
2 1/8"
PIPE DIAMETER
';4"
B"
"C"
4,.
6"
14„
61,
6"
8 -118
16 -118
6 -112
8"
10 -318
18 -318
7 -112
10"
12 -518
20 -5j8
7 -112
12"
14 -718
22 -718
7 -112
15"
18 -718
26 -718
9
NOTE:
FLEXIBLE MANHOLE SLEEVES SHALL CONFORM TO
ASTM C923. SLEEVES OTHER THAN THE ONE SHOWN
MUST BE APPROVED BY THE ENGINEERING DEPARTMENT
PRIOR TO USAGE.
PIPE DIA.
1
B"
STAINLESS STEEL CLAMP
FLEXIBLE SLEEVE
S
SE
iiA
033170
®s =°•
0
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C.O.B. STD. DETAIL SS -11

U-
0
M
U
CD
O
N
0
0
M
a_
Y
a
N
Lo
0
N
N
T
42" SANITARY SEWER
SELECT BACKFILL MATERIAL
(NO MATERIAL LARGER THAN 21)
R oily
SELECT BACKFILL MATERIAL
(NO MATERIAL LARGER THAN 21)
i • Ir
TYPE II GEOTEXTILE
FILTER FABRIC
_.
M
JAW
12,1
rol Igo WW
-
i
42" SANITARY SEWER
NCDOT #57 STONE
TYPE 11 GEOTEXTILE
FILTER FABRIC
• � � % ` .: � � a f.
i •
PROVIDE LATCH
TO HOLD GATE
IN ALIGNMENT
LOCK TO BE
PROVIDED BY
� OWNER
N
O
1
8' -0"
iYP. GALVANIZED 6" DIA. MIN, PRESSURE
STEEL GATE CREOSOTYE POST
)- HINGES -180° FULL TURNING
I- GALVANIZED WIRE # 10 GA.
4' -0" 2 -4' -0" LONG X 6" DIA.
_.--PRESSURE CREOSOTE POST
CLASS "8 "'
CONC. ANCHORING -rs rr,a r s% A ® r-t I A 1191 1,-% 1-% A -w-r- r% r--1- A 09
STEEL ENCASEMENT PIT
CENTERLINE OF SEWER MAI
SPIDER SUPPORT
NOT TO SCALE
TO BE INSTALLED AT ALL ACCESS
CORRIDORS AS DIRECTED BY CITY
8" 6 » -12"
CASING END SECTION
8" DIA.
SIDE VIEW
TYPICAL SPACING FOR STEEL SPIDERS
STEEL ENIl LET !Le
•1171 \L�l!•'l'lllt�l
GRADE
AI
ILI AR. CLASS BE CO O RETE.
PLAN VIEW
TRENCH
WIDTH
z
W _
=l I F ° 18"
as
�
d
EI� d a.
d a IIa
a l) UTILITY
LINE °
(DIAMETER
II VARIES)
a
a
o a _ a - -
d
d
II --
5EGTION A -A
NO
AN'Til-SEEP
ALTERNATIVE ANTI -SEEP COLLARS MAY
BE USED WITH ENGINEERS PERMISSION.
420 SAN. SEWER MAIN
#6 BARS © 12 " O. C.
MINIMUM REQUIRED EMBEDMENT AND SECTION MQDL
*DO NOT USE H -PILES WITH TIMBER LAGGING FOR
GROUNDWATER CONDITION, SHORING HEIGHT AND H -PILI
SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS
CONCRETE BARRIER
(SEE PLANS AND
STANDARD SHORING PROVISION)
CLEAR DISTANCE (SEE NOTE
7
SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT
SURCHARGE CASE W17-H TRAFFIC IMPACT
CLEAR DISTA
PLANS)
SHEET PILES
H-PILES WITH TIMBER LAGGING
SHEET PILES
H -PILES WITH TIMBER LAGGING
H
MINIMUM
MINIMUM REQUIRED EMBEDMENT-
MINIMUM REQUIRED EMBEDMENTX
. GROUNDWATER
SHORING
REQUIRED
MINIMUM REQUIRED
fNT)
(SEE NOTE 101
REQUIRED
MINIMUM REQUIRED
lNO
(SEE NOTE 101
CONDITION
HEIGHT
EMBEDMENT
SECTION MODULUS
EMBEDMENT
SECTION MODULUS
HP 10x42
HP 12x53
HP 14x73
HP 10x42
HP 12x53
HP 1403
(SEE NOTE 6)
(FT)
(FT)
UN3 1FT)
(FT)
U0lm
a
< 6
11.5
45
1L5
115
115
16D
IRA
13D
1310
1310
W t
7
I3.0
710
13.0
1310
13D
17B
145
145
145
145
ckn
mpa
8
/510
10.0
--
1510
1510
18D
1710
--
15-5
155
9
17.0
14.0
--
1710
I7A
19A
20.0
--
17.0
I7A
oo
/0
18.5
19.5
--
--
185
20D
23-5
--
--
185
A W L
II
205
26.0
--
-°
--
21D
28.0
--
--
20.0
!2
225
33D
--
--
--
22D
3310
--
--
215
< 6
7.5
3.0
810
810
8.0
NA
/OA
95
95
9.5
7
85
45
95
95
95
12.0
1210
105
10.5
105
m
8
1010
65
10.5
t05
105
12.5
19A
115
MIS
MIS
0
9
114
9.5
--
1210
12D
13.5
165
--
125
12.5
2
/0
125-
1310
--
--
135
14D
19.5
--
135
135
w
11
13.5
17.0
--
--
145
15.0
225
--
--
145
12
15D
21.5
--
--
1610
16D
255
--
--
155
MINIMUM REQUIRED EMBEDMENT AND SECTION MQDL
*DO NOT USE H -PILES WITH TIMBER LAGGING FOR
GROUNDWATER CONDITION, SHORING HEIGHT AND H -PILI
SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS
CONCRETE BARRIER
(SEE PLANS AND
STANDARD SHORING PROVISION)
CLEAR DISTANCE (SEE NOTE
7
24
CLEAR DISTA
PLANS)
AND TRAFFIC CONTROL
MIN
(SEE NOTE
TRAFFIC SURCHARGE
250 LB /SF MAX
ti
PAVEMENT SECTION
MINIMUM REQUIRED
EXTENSION
MINIMUM REQUIRED
Z�
W
(SEE NOTE 9) x
EDGE OF NEAREST
EXTENSION
)SEE NOTE 91
W
a
TRAFFIC LANE
TRAFFIC SIDE OF SHORING
a
�^
BOTTOM OF EXCAVATION
TOP OF SHORING xx
BOTTOM OF EXCAVATION
OR EXISTING GRADE
OR EXISTING GRADE
6:1(H:V) 0R FLATTER 1
6:1(NeV) OR FLATTER
x
4
BOTTOM OF SHORING
C3
�
x
a
SHEET PILES OR H -PILES
W
W
WITH TIMBER LAGGING-
PILE TIP
CONCRETE BARRIER
* *TOP OF SHORING =
EDGE OF PAVEMENT
STANDARD TEMPORARY S
(SURCHARGE CASE)
*SEE TABLE ABOVE.
PROJECT REFERENCE NO. I SHEET NO.
NOTES: GEUTECNNICAI.
ENGINEER ENGINEER
1. AT THE CONTRACTOR'S OPTION.USE STANDARD TEMPORARY ,
SHORING AS NOTED IN THE PLANS. °..`cssroN?.r°'%
2. FOR STANDARD TEMPORARY SHORINGSEE STANDARD SHORING 9
PROVISION. ° SEAL
�, '• CL_� ,' r
J. STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING ' F�InE °•,;
IN -SITU ASSUMED SOIL PARAMETERS:,
UNIT WEIGHT.y - 120 LB /CF
FRICTION ANGLE, 1 = 30 DEGREES
COHESION.c = 0 LSISF
io_
4. 00 NOT USE STANDARD TEMPORARY SHORING IF ASSUMED SOIL
PARAMETERS ARE NOT APPLICABLE.
5. DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSE
OR SOFT SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.
6, USE GROUNDWATER ELEVATION NOTED IN THE PLANS. IF NO GROUNDWATER ELEVATION IS SHOWN IN THE
PLANS.USE 'GROUNDWATER ELEVATION BETWEEN BOTTOM OF SHORING AND PILE TIP FOR GROUNDWATER
CONDITION. DO NOT USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM OF SHORING.
7. AT THE CONTRACTORS OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN THE MINIMUM REQUIRED
FOR CONCRETE BARRIER. SET BARRIER NEXT TO AND UP AGAINST TRAFFIC SIDE OF PILES AND USE
SURCHARGE CASE WITH TRAFFIC IMPACT`.
8. AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE 1S LESS THAN 4'FOR TEMPORARY
GUARDRAIL. ATTACH GUARDRAIL TO TRAFFIC SIDE OF PILES AS SHOWN IN THE PLANS AND USE 'SURCHARGE
CASE WITH TRAFFIC IMPACT'.
9. MINIMUM REQUIRED EXTENSION IS 6' FOR 'SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT' AND 32'
FOR 'SURCHARGE CASE WITH TRAFFIC IMPACT'.
!0. MINIMUM REQUIRED EMBEDMENT FOR H -PILES WITH TIMBER LAGGING IS BASED ON DRIVEN H -PILES AT
MAXIMUM 6' SPACING. AT THE CONTRACTOR'S OPTION. EMBEDMENT DEPTHS MAY BE REDUCED BY 25X FOR
DRILLED -1N H- PILES.
11. SUBMIT A 'STANDARD TEMPORARY SHORING SELECTION FORM` AT LEAST 7 DAYS BEFORE STARTING
TEMPORARY SHORING CONSTRUCTION, UP TO 3 SHORING LOCATIONS MAY BE INCLUDED ON EACH FORM.
STANDARD SHORING SELECTION FORMS ARE AVAILABLE FROM:
mar tmdot mx /rncrxrrr .s /rr.MnnlrnlfPnrws /Grx:tr h F nllc�cnx
12. CONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED EMBEDMENT.
GUARDRAIL
FACExx
29. TEMPORARY GUARDRAIL
(SEE PLANS AND
MIN STANDARD SHORING PROVISION)
TRAFFIC SURCHARGE
25D LB /SF MAX
PAVEMENT SECTION
EDGE OF NEAREST TRAFFIC LANE
CLASS N SELECT MATERIAL (ABC)
TRAFFIC SIDE OF SHORING
TOP OF SHORING
BOTTOM OF SHORING
SHEET PILES OR H -PILES
WITH TIMBER LAGGING$
-ACL PILE TIP
TEMPORARY GUARDRAIL
* *GUARDRAIL FACE =
EDGE OF PAVEMENT
Z�tN'I��R
MINV TOP OF SHORING
BOTTOM OF EXCAVATION -
OR EXISTING GRADE 1
6.4 (H:V)OR FLATTER S
BOTTOM OF SNORING
a "
x
a q
SHEET PILES OR H -PILES
WITH TIMBER LAGG1NGx
z
3
PILE TIP
STANDARD TEMPORARY SHORING
(SLOPE CASE)
*SEE TABLE ABOVE.
Nonr„ NORTH CAROLINA STANDARD DETAIL NO.1801.01
° DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
° STANDARD
GEOTECHNICAL TEMPORARY SHORING
ENGINEERING UNIT
0 t0. +tiy
DATE: 11 -19 -13
NOTE
BOTTOM OF COLLAR TO EXTEND TO AT LEAST 1'-0"
BELOW STORM SEWER INVERT OR 1'-0" BELOW
ORIGINAL CREEK GRADE AS DETERMINED BY ENGINEER.
° o -E ---� -- I ° _o 1 ° ° -
I I ) I I I •D ° oD -
° 420 SAN. SEWER MAIN
A.
Io4
_ /_ �p °j_; , °I p N
G G O ccciii
STORM SEWER ( I I I °I I I° 6 Q
D
2 / �I PIPE
STORM SEWER
PIPE BEYOND
°_ e ,D ; Dom• D-. �� , t--.
VARIES
PER HEIGHT OF WALL
ND ELEVATION
` SEAL'
.033170 � .
® %® vQ FMG I NE.E4� . • GjQ�
ia` r
IBgt ®aaasaaf9�`
d

NOTES:
A. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
8. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
C. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY, • KEEP SOME HANDY.
D. ANY MATERIAL WHICH STILL MAKES iT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
E. AT CONCLUSION OF PROJECT, CONTRACTOR
iS TO MIX NO 57 STONE INTO TEMPORARY
CONSTRUCTION ENTRANCE
M DETAIL
NOTES: APPLIC48LE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
3
CLASS 1 RIP RAP SEE O
SECTION THRU BASIN BELOW ri
tttt
INVERT8� RIP RAP HEADWALL
.............. .
• #5 WASHED STONE I' THICK X 3' HIGH MIN.
STORAGE zONE
/
P£RSPECnVE VIEW
AREA TO BE PIPE INVERT
DISTURBED 7 FLOOD
(CUT, FILL, ETC.) ZONE 2' RiP RAP HEADWALL NO
7 TES•
3' GRAVEL & RIP RAP FILTER BERM BASIN DETAIL
1 NATURAL ITHADT DP41ND100ACRES OR LEiSS.NG PIPE INVERTS
GROUND
NOTE DIMENSIONS ARE 1'S 5 o IF
MINIMUM ACCEPTABLE
UNLESS OTHERWISE
Filter
0
2
N
c
N
cc
S
c
O
CU
00
0
0
f—
Stone should be placed over the channel banks to keep water
from cutting around the dam.
SECTION A —A
I ONE CHECK DAM
C.O.B. STD. DETAIL 5E -14
PUMPED DISCHARGE FILTER BAG
SiZE AND NUMBER OF
FILTER BAGS BASED ON }
DEWATER PUMP---.-- / (J
TIE DOWN STRAP
PUMP S
DEWATERING PUMP DISCHARGE HOSE
FILTERED WATER
Installation
I. Lifting straps, should be placed under the filter bag
to facilitate removal after use.
2. Place the filter bag on a level stabilized area
over dense vegetation /straw, or gravel ( if increased
drainage surface area is required).
3. Insert discharge hose from pump into the filter bag
a minimum of six inches (6') and tightly secure
with strap to prevent water from flowing out of the
without being filtered
4. Replace the unit when one half (112) full of sediment
or when sediment has reduced the flow rate of the
pump discharge to an impractical rate
Maintenance
Remove and dispose of the sediment in a manner
satisfactory to the engineer /inspector or in one of the
following ways:
1. Remove the unit and sediment from environmentally
sensitive area and waterways. At the approved dis-
posal site open or slit the unit, remove sediment and
grade smoothly into existing topography. Dispose
of the filter bag, no longer in use, at an appropriate
recycling or solid waste facility.
Z Bury unit on site; remove visible fabric and seed
DEWATERING PUMP DISCHARGE FILTER BAG.
C.O.B. 1 •.
COMPACTED
SOIL
IMIN.
FLOW
6' TYPICAL
EXCELSIOR MATTING
SLOPE = 0%
EXTEND MATTING TO
EXISTING VEGETATION
METAL POSTS
i
GALVANIZED HAROWARE
EXTENDS TO TOP OF 6OX
80 o
_ n
r rk� on
PLAN VIEW
EXISTING
SECTION A —A
L DESCRIPTION
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN
CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE STREAM CHANNEL
i1. MATERIAL SPECIFiCAT QNS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE
RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND
WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL
(i.e. SAND, FINE GRAVEL, ETC.)
Ill. C_ ONSTRUCTION REQUIREMENTS
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS
THE FIRST ORDER OF WORK.
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A -A.
THE SANDBAGS SHALL BE PLACED ON A SMOOTH PREPARED SURFACE.
3. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF OUTSIDE THE 100
YEAR FLOOD PLAIN UNLESS APPROVED ON THE PLANS.
4. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A
DEWATERING PUMP DISCHARGE FILTER BAG OR SILT BASIN.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
FLOW.
6. SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL
DISTURBED AREAS ARE STABILIZED AND THE CITY ENGINEERING DEPT APPROVES
THEIR REMOVAL.
TEMPORARY CREEK CROSSING PUMP AROUND
G.O.B. STD. DETAIL 5E -20
OC MAX ni
12 GAUGE 4 "X4" OR 2X4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS, OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO.8 STAPLES.
ULTRAVIOLET RESISTANT (BLACK) MiRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CLIPS OR WIRE AT 8' OFF
CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
0 c
ONCE
/
SiLT
<
FLOW OF WATER
NOTES:
STORAGE
PTT
1) TOTAL DRAINAGE AREA FLOWING TO
SEDIMENT
\
FENCE MAY NOT EXCEED 1 ACRE.
2) SILT FENCES SHOULD NOT BE
4
USED AT PIPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW
(CREEKS, DiTCHUNES, SWPLES, ETC.)
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SiLT FENCE, IT
IS GENERALLY ADVISABLE TO DiG A
SEDIMENT PIT IN FRONT OF THE SILT
FENCE WHENEVER POSSIBLE
12 GAUGE 4 "X4" OR 2X4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS, OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO.8 STAPLES.
ULTRAVIOLET RESISTANT (BLACK) MiRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CLIPS OR WIRE AT 8' OFF
CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
0 c
z
N
TRENCH, COVER W/ SOIL & TAMP BACKFILL.
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROX.12" OF FABRIC INTO TRENCH.
2RY 6' OF WIRE INTO TRENCH.
METAL, CEDAR OR 474" TREATED WOOD
POSTS AT 10'O.C. MAX.. CEDAR & WOOD
POSTS SHOULD BE 3' DEEP MIN.
OR DRAINA GE ARLDAILESS THAN ONE ACRE
C.O.B. R DETAIL
silt
Steel Fence Post
Wire Fence
Filter Fabric
Hardware Cloth f On Ground
Z
Top of Silt Fence
Be at Least 1' A
the Top of the Ii
Stone
7i�1I3%
CLASS A' RIP RAP
0
SILT FENCE TW W A�&
1" DIAMETER WASHED
10' MINIMUM
OR AS SHOWN ON PLAN
END SILT FENCE
` � yrlelY f
as C,
Q� SS i
SE
`0331 0
G-
0 {7
as
•' ®, jryljA ' S. �C,S`� as
♦ad�BAFBI'8� ®916
v \�0 8, -6„
SiLT FENCE
I END SiLT FENCE
6" MIN.
FRONT VIEW
BURY WIRE FENCE & FILTER
FABRIC IN TRENCH
18"
METAL POST ri
WIRE FENCE & FILTER FABRIC
-,— 12" THICK -1 'DIA. WASHED STONE
FILTER
G.O.B. STD. DETAIL SE -8
COB DWG #4290-14
/
<
z
N
TRENCH, COVER W/ SOIL & TAMP BACKFILL.
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROX.12" OF FABRIC INTO TRENCH.
2RY 6' OF WIRE INTO TRENCH.
METAL, CEDAR OR 474" TREATED WOOD
POSTS AT 10'O.C. MAX.. CEDAR & WOOD
POSTS SHOULD BE 3' DEEP MIN.
OR DRAINA GE ARLDAILESS THAN ONE ACRE
C.O.B. R DETAIL
silt
Steel Fence Post
Wire Fence
Filter Fabric
Hardware Cloth f On Ground
Z
Top of Silt Fence
Be at Least 1' A
the Top of the Ii
Stone
7i�1I3%
CLASS A' RIP RAP
0
SILT FENCE TW W A�&
1" DIAMETER WASHED
10' MINIMUM
OR AS SHOWN ON PLAN
END SILT FENCE
` � yrlelY f
as C,
Q� SS i
SE
`0331 0
G-
0 {7
as
•' ®, jryljA ' S. �C,S`� as
♦ad�BAFBI'8� ®916
v \�0 8, -6„
SiLT FENCE
I END SiLT FENCE
6" MIN.
FRONT VIEW
BURY WIRE FENCE & FILTER
FABRIC IN TRENCH
18"
METAL POST ri
WIRE FENCE & FILTER FABRIC
-,— 12" THICK -1 'DIA. WASHED STONE
FILTER
G.O.B. STD. DETAIL SE -8
COB DWG #4290-14

LL
ri
v
n
ai
O
0
NI
z
0
O
M
a
Y
a
N_
NN
M
N
N
b. Performance requirements.
1. It is essential to the operation of the existing sewerage system that there be no interruption in the flow of sewage throughout the duration of the project To this end, the contractor shall
provide, maintain and operate all temporary facilities such as dams, plugs, pumping equipment (both primary and back -up units as required), conduits, all necessary power, and all other labor
and equipment necessary to intercept the sewage flow before it reaches the point where it would interfere with his work, carry it past his work and return it to the existing sewer downstream of
his worts.
1.5 Field quality control and maintenance
a. Test.
1. The contractor shall perform leakage and pressure tests of the bypass pumping discharge piping prior to actual operation. The City and engineer will be given 24 hours notice prior to testing.
b. Inspection:
1. Contractor shall inspect bypass pumping system (including discharge piping) every two hours to ensure that the system is working correctly.
c. Maintenance service:
1. The contractor shall insure that the temporary pumping system is properly maintained and a responsible operator shall be on hand at all times when pumps are operating. The responsible
person shall be trained and able to respond in the event of equipment failure. The responsible person shall be familiar with the pumping plan, the emergency action plan, and shall have the
contact information for the Engineer and the City.
d. Extra materials:
1. Spare parts for pumps and piping shall be kept on site as required
2. .Adequate hoisting equipment for each pump and accessories shall be maintained on the site.
1.6 Preparation
a. Precautions
GENERAL EROSION CONTROL SEQUENCE:
1. OBTAIN PLAN APPROVAL FROM LAND QUALITY SECTION.
2. HOLD PRECONSTRUCTION CONFERENCE AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. NCDENR LAND
QUALITY REPRESENTATIVE, CITY OF BURLINGTON REPRESENTATIVE, DESIGN ENGINEER, NC DIVISION OF
WATER RESOURCES REPRESENTATIVE, US ARMY CORPS OF ENGINEERS REPRESENTATIVE, AND
CONTRACTOR ARE TO BE PRESENT.
J. CLEAR ONLY ENOUGH TO INSTALL EROSION CONTROL MEASURES. INSTALL EROSION CONTROL
MEASURES BEFORE BEGINNING ANY ADDITIONAL CLEARING OR DISTURBING ANY ADDITIONAL AREA.
4. CONTRACTOR MAY BEGIN INSTALLING EROSION CONTROL DEVICES FROM STA 0 +00 TO STA 10 +00, OR
MAY INSTALL CONSTRUCTION ENTRANCES AT ACCESS POINTS 2,3,AND 4. CONTRACTOR IS TO CLEAR
ONLY ENOUGH TO INSTALL CONSTRUCTION ENTRANCES AND THEN SHALL BEGIN INSTALLING EROSION
CONTROL DEVICES,
5. THE CONTRACTOR SHALL BEGIN CLEARING AND INSTALLING SILT FENCE, STONE FILTER OUTLETS FROM
STA 0 +00 (SOUTH RIVERSIDE DRIVE) TO STA 36 +26.22 (SELLARS MiLL ROAD).
6. ONCE EROSION CONTROL MEASURES ARE INSTALLED, CLEAR EASEMENTS. CLEAR TEMPORARY
EASEMENTS ONLY AS NECESSARY.
7. CONTRACTOR iS TO SETUP BYPASS PUMPING SYSTEM. CONTRACTOR IS TO TEST BYPASS PUMPING
SYSTEM. CONTRACTOR IS TO INSTALL SILT FENCE AS NEEDED AROUND BYPASS PUMPS.
8, INSTALL SEWER MAIN. CONTRACTOR IS TO BACKFILL AND TIE IN SEWER LiNE NIGHTLY TO PREVENT
OVERNIGHT FLOODING. SEED BIWEEKLY OR AS REQUIRED BY NCDENR PERMIT AS CONSTRUCTION
PROGRESSES.
9. ONE WEEK PRIOR TO REACHING SSMH #6, CONTRACTOR iS TO LOWER WATER LEVEL IN POND AS
SHOWN ON THE DRAWINGS. CONTRACTOR IS TO FOLLOW INSTRUCTIONS ON SHEET 5 REGARDING
CONSTRUCTION NEAR PONDS.
10. CONTRACTOR iS TO MINIMIZE IMPACTS TO WETLAND PER PLAN.
11. AFTER CONTRACTOR INSTALLS STREAM SB CROSSING, CONTRACTOR iS TO PLACE SILT FENCE TO
PROTECT STREAM FROM EASEMENT EROSION. SEED ARE WITHIN 3 DAYS AFTER COMPLETING STREAM SB
CROSSING.
12. ONCE THE SEWER MAIN CONSTRUCTION IS COMPLETE AND TESTED, RESEED ANY DISTURBED AREAS.
13. ONCE THE SITE IS STABILIZED, OBTAIN PERMISSION FROM THE N.C. EROSION CONTROL INSPECTOR
AND THEN REMOVE EROSION CONTROL MEASURES AND STABILIZE THE AREAS LEFT BY THE REMOVAL
OF THE DEVICES.
SURFACE FLOW DIVERSION
CLASS "I "
RiP RAP OVER
FILTER CLOTH
V1VLJ1.J 1 U1 \L.1L_U 1J1111Vr\
CULVERT PIPE~
(OR MULTIPLE PIPES)
TO CARRY STREAM BASE FLOW
SURFACE FLOW DIVERSION
CLASS "1 "
RIP RAP OVER
FILTER CLOTH
1. CLEAR ONLY MIN. AMOUNT OF TREES AND VEGETATION
TO INSTALL PIPE AND ACCESS ROAD.
2. LOCATE TEMPORARY EQUIPMENT CROSSING WITHIN
EASEMENT, AND AS SHOWN ON PLAN & PROFILE
DRAWING.
J. REMOVE TEMPORARY EQUIPMENT CROSSING AT
CONCLUSION OF PROJECT AND INSTALL LIVE STAKE/
STREAMBANK RESTORATION PER DETAILS THIS SHEET,
1. ALL INGRESS AND EGRESS LOCATIONS USED BY THE CONTRACTOR TO ACCESS THE SiTE
SHALL BE PROVIDED WITH A TEMPORARY CONSTRUCTION ENTRANCE. CONTRACTOR SHALL
USE ACCESS ROUTES (FOUND ON SHEET 3) TO ACCESS SITE.
2. CONTRACTOR SHALL REMOVE ANY MUD TRACKED ONTO EXISTING PAVED OR GRAVEL ROADS
OR DRIVES WHETHER PUBLIC OR PRIVATE.
3. ANY WASTE MATERIAL DISPOSED OF OFF -SITE SHALL BE DISPOSED TO A SiTE HAVING AN
APPROVED EROSION CONTROL PLAN AND CURRENT PERMIT. COPIES OF THE PERMIT SHALL
BE SUPPLIED TO THE CITY.
4. PROVIDE ADDITIONAL MEASURES AS NEEDED TO DIRECT RUNOFF TO EROSION CONTROL
DEVICES.
5. INSPECT ALL EROSION CONTROL MEASURES ON A WEEKLY BASIS AND WITHIN 24 HOURS
OF A 0.5 iN. RAINFALL EVENT (WITHIN A 24 HOUR PERIOD). CONTRACTOR SHALL REPAIR
OR PROVIDE ANY REQUIRED MAINTENANCE NOTED DURING INSPECTION AND PRIOR TO
CONTINUING WITH ANY CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL PROVIDE A RAIN GAUGE ON SITE AND SHALL COMPLETE "STORMWATER
INSPECTIONS FOR GENERAL PERMIT NCGO10000 - LAND DISTURBING ACTIVITIES" FORM ON
A WEEKLY BASIS. PROVIDE COPIES OF REPORT TO OWNER /ENGINEER ON A MONTHLY BASIS
WITH APPLICATIONS FOR PAYMENT.
7. STAGING AREA AND STORAGE OF MATERIALS SHALL HAPPEN ON SiTE AND WITHIN THE
CLEARING LIMITS SHOWN ON THESE PLANS. iF CONTRACTOR USES A STAGING OR
STORAGE AREA OTHER THAN THE AREA COVERED BY THE CLEARING LIMITS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT EROSION CONTROL MEASURES CAN BE
DESIGNED FOR ANY ADDITIONAL DISTURBED AREA AND SUBMITTED TO NCDENR PRIOR TO
THE BEGINNING OF CONSTRUCTION.
8. PROVIDE FILL MATERIAL FROM APPROVED BORROW SOURCE AND EROSION CONTROL
PERMITTED SITE, PLACING MATERIAL IN 8" LIFTS AND COMPACTED TO A DENSITY OF 957
STANDARD PROCTOR TO THE PROPOSED GRADES.
NEW STABILIZATION EFRAM ES
Site Area Description Timeframe Expectations
�.� Perimeter dikes, swales, ditches and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
LIMESTONE
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
750
FEBRUARY 16 - APRIL 30 SPRING
RYE (GRAIN)
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
® All other areas with slopes flatter than 4:1 ( 14 days I None, except for perimeters and HQW Zones.
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
UPON COMPLETION AND ACCEPTANCE OF IMPROVEMENTS OUTLINED IN THE PHASING PROGRAM, THE
ENTIRE AREA DISTURBED BY PROJECT CONSTRUCTION SHALL BE PROVIDED WITH A PERMANENT
VEGETATIVE COVER, THE DISTURBED AREAS SHALL BE FINELY TILLED BY HARROWING. WHERE SOiL
CONDITIONS ARE UNFAVORABLE FOR SUCCESSFUL ESTABLISHMENT OF COVER, AVAILABLE TOPSOIL
SHALL BE SPREAD. APPLY SOIL AMMENDMENTS AND MULCH AT THE RATES SHOWN BELOW. SEED SHALL
BE LIGHTLY COVERED AND SOIL SHALL BE FIRMED. STRAW MULCH SHALL BE APPLIED TO THE SEEDED
AREA AND ANCHORED WITH A TACK.
TEMPORARY SEEDING SPECIFICATIONS
DATES
RATE
(LB. /ACRE)
JANUARY 1 - MAY 1
NOVEMBER I - FEBRUARY 15 WINTER
14088
LIMESTONE
2000
FERTILIZER (10- 10 -10)
750
FEBRUARY 16 - APRIL 30 SPRING
RYE (GRAIN)
120
90
MULCH - STRAW &
TACK
4000
30
Low
Maintenance
Slopes
TALL FESCUE
MAY I - AUGUST 15
SERICEA LESPEDEZA
30
LIMESTONE
2000
MAY 1 - AUGUST 30- SUMMER
FERTILIZER (10- 10 -10)
750
TALL FESCUE
GERMAN MILLET
40
GERMAN MILLET
MULCH - STRAW &
TACK
4000
TALL FESCUE
AUGUST 15 -JANUARY I
LIMESTONE
2000
FERTILIZER (10- 10 -10)
1000
RYE (GRAIN)
120
MULCH - STRAW &
TACK
4000
GENERAL NOTES
SCHEDULE FOR PROVIDING PERMANENT
VEGETATIVE COVER
DATES
JOB NO.
RATE
(LB. /ACRE)
NOVEMBER I - FEBRUARY 15 WINTER
14088
TALL FESCUE
100
RYE (GRAIN)
40
FEBRUARY 16 - APRIL 30 SPRING
TALL FESCUE
90
WDF
KOBE LESPEDEZA (SEE
NOTE 1)
30
Low
Maintenance
Slopes
TALL FESCUE
80
SERICEA LESPEDEZA
30
KOBE LESPEDEZA
10
MAY 1 - AUGUST 30- SUMMER
TALL FESCUE
80
GERMAN MILLET
10
SEPTEMBER 1 - OCTOBER 31- FALL
TALL FESCUE
120
1, FOR PERMANENT VEGETATIVE COVER, SOIL AMENDMENT APPLICATION RATES: APPLY LIME AND
FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB /AC GROUND AGRICULTURAL
LIMESTONE AND 1000 LB /AC 10 -10 -10 FERTILIZER. APPLY 4000 -LB /AC GRAIN STRAW MULCH.
ANCHOR MULCH WITH TACK, NETTING OR CRIMPING INTO SOIL.
2. TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
SEEDING FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER
IS SHORTER.
SEAL
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C.O.B.
DATE. •
JOB NO.
12123114
14088
EROSION CONTROL
DRAWN BY
DWG MME. 14088DETAILS.DWG
BYPASS PUMPING
SHEET NO.
WDF
DETAILS
7Z
CHECKED BY.
JSJ
I
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