20011664 Ver 1_Site Plan_20011108

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TS E N RAL NE E G H ¢ ~ z W a
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r as 22. The construction corrider for all creek crossings are limited to Coordinate all work with the City, the Enginee , g , i. ~ Z ~
f Hi hwa s and a maximum of 40 feet wide. telephone & power utilities, Division a g Y Q ~ Q Z ~ O
hers as re uired. Sites are subject to inspection far of q p ~ O z
23. Where the raw water main crosses streams and are to be encased in U ~ W ~ _
erosion control by N.C. Department of Natural Resources. concrete, the contractor shall temporarily divert H (0 H H H
stream around area where concrete is to be installed, = w
2. Install raw water main on secondary roads according such that wet concrete does not contaminate stream. Where W ~ a Q Q a
'vision of Hi hway "Policies and Procedures for raw water main crosses large steams and full diversion is not to Di 9
Hi hwa Ri hts of Way". possible, the contractor shall make provisions to install
Accomodating Utilities on g Y 9 concrete in sections temporarily diverting stream away T NTS N F CO 0 ALE TB
' ns not to disturb existing property from each section until concrete has cured. Return streams
3. Take proper precautio 'r ns to normal running channel and remove all diversion material DESCRIPTION pWG. N0.
corners. If necessary to remove 6 reset property i o , as soon as posible after concrete has cured. Include this SHEET
° this work shall be done by a Registered Land Surveyor. w work in price bid for concrete.
TITLE SHEET 157501000
Fences lama ed during construction must be replaced. Use ~ 4. 9 N VICINITY MAP 157501001 i GENERAL NOTES, TABLE OF CONTENTS, A D p
~ tem ovary fencing to prevent escape of livestock.
P a 0 2-18 PLAN/PROFILE - 42" RAW WATER LINE (DIVISION A-l1 157501002
} Ri ht of wa shall be graded, shaped, seeded and mulched w 5. g Y
~ after construction 19 STANDARD CONSTRUCTION DETAILS i5750iDTi
20 STANDARD CONSTRUCTION DETAILS 157501DT2 G1aEE~s, p.q,
' h of wa shall be graded in a manner to avoid ponding of 6. Rig t Y
water. ROSION CONTROL DETAILS 157501SE1 o " i 21 SEDIMENTATION AND E F z p~j U t=7
SEDIMENTATION ANO EROSION CONTROL DETAILS i57501SE2 W i ~ ~ s H 22 Y ~ ~ ~
xcavated wood and all rocks 6" and larger shall be disposed of 7. All e ~
r ctor. Bur will not be permitted on site. J~ "d3151`1~ ~d
off site by cont a Y 9
8. Reseed and mulch all disturbed areas outside of pavement. 11111111111111//I
eedin is to be done within 30 days of completion of backfill. S g 111 A ~ ~,.~~,.S~b
Trees cut during construction wll be cut into firewood
len hts and provided to the property owners. If the wood 9 • ° 07 •d ~ ~ ` J ~ ~ I,J..
is not useable for firewood, or if the land owner does not desire i a ~ e Z= i
wood it shall be round into mulch on site or removed and ground the 9 ~ ~e~~ N ys~
into mulch off side. 611/
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9. carrel trees-shall have the scars trimmed and asphalt painted. S
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H ~ Where benching of raw water main easement is required, contractor 1..1..
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H shall construct a berm at the top of the slope. w Z F-- M
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Z ntrol measures not shown on plans may w ii. Additional erosion co (n Z
° be required, if stabilization is not achieved within 1~ YADKIN RIPER ~ ( H
Y specified time limits or if undue sedimentation occurs. RAN WATER PUNP STATION ~ J w J
0 0 0 _ _ ~
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~ o not tie new raw water main into existing lines until approved 12. 0 RAN HATER RESERVOIRS ~ r n VJ 3 H U
w H by the Owner and Engineers. O
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Q ~ Cr
i3. Use and storage of explosives to conform to State, Federal, BEFORE YOU DIG a~ Q Cr ~ W
and Local Laws. ~ I Z
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i4. Plug open end of pipe at end of day. N Hsu I ~ s Cr W ~ ~ ~
CALL 1-800-632-4949 m
i5. All fences crossed during construction shall be replaced Wlth N.C. ONE-CALL CENTER I H US N I y ~
fence of like material. Include in replacement, i2' or wider 6O1 0 ~ U I ~ O
I e
ate of like material at each fence. Cost of replacing 9 I °
fences and providing gates shall be included in unit price I 7 h ST. EXT. ~
'd er linear foot of raw water main. b~ p X31! us I SPENCER 601
I 50
I
16. At all locations where a pipe must be installed inside a ditch I 1912 ~ H T AD
or at a creek crossing to allow access, said pipe shall be ( NAWKINS TOWN / AVE. 21ZP I U7
~ " 'amete i6' wide Z left in place. Pipe shall be no less than i8 di T H II I Z (n
a unless otherwise determined by the engineers.- RAW Z W W4 N W I ~ ~
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L TR WA I 85 ~ U J
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~ 7. Raw water service must be maintained during construction. i SZ ~ ,IPy 191 ~ ~ O W
w ~ ~"az~ ept~ EAST O W z
a 1 d EAR U' ~ a~s~ SPENCER m tti 5 F-
w ~s 2u4 EE
i8. Contractor shall verify location and depth of existing gas lines s~. ,a w E
o storm drains, underground cables and water and sewer lines SALISBURY
in the field. Notify engineers immediately of any conflicts. 0~' ~ o`~
3 The General Statutes of North Carolina (G.S. 87-100) requires w tic, ~ H HO t
that all persons excavating on public rights-of-way and spaces ~ ~ VTCTNTTY MA r ~p5 FERRV RD NTS s JAN 2000
notif ULOCO (i-800-632-4949) at least two days and not more than Y DATE, 5 102
l0 working days prior to such excavation. Locations of existing
utilities as shown on these drawings are nto guaranteed. The TECHNICIAN: GMF
v all the existin utilities located in the Contractor shall ha e 9
field prior to excavation. Any utilities ruptured or broken by CHECKED BY: DSS
nstruction shall be repaired to the extent the contractor during co
required by the utility owner at the cotractor's expense. ONS V SI
I RE
WETLANDS AREA REDUIREMENTS TREAM BANK STABILIZATION. N0. DATE PROPERTY LINE STRUCTURAL S
R R
h in or alon a ublic street or nd areas shall be seeded in small annual grains !9. In no case shall a trenc 9 p i. Wetla -s~----ss--ss- EX. SANITARY SEWER ~EIP EXISTING IRON PIPE TEMPORARY STREAM CROSSING
horou hfare be left open overnight, on weekends, or other such as wheat, millet and rye and mulched. Perennials t g X. WATER LINE ~ ~ TELEPHONE BOX E SILT FENCE
times when work is not on-going. such as fescue are prohibited in wetlands areas. o Ea ELECTRIC BOX _ir-_o-.---c- EX. NATURAL GAS
Include in price of pipe. -ur-u - NDERGROUND TELEPHONE FIRE HYDRANT TEMPORARY SEDIMENT TRAP -ur u~ ur- EX . U A.
20. Only those trees in the construction easements that must The construction corrider for all creek crossings and construction EX. OVERHEAD UTILITY LINE ® CATCH BASIN OR DROP INLET -WB... WATER BAR SCALES
2 w absolutely be removed to accomodate construction shall in wetlands is limited to a maximum of 40 feet wide. EX. WATER VALVE -Tp-•- TEMPORARY DIVERSION DITCH
m -r ® MANHOLE AS SHOWN
~ be removed. The contractor shall restrict removal of seme is 3. Each stream or wetland crossing shall be stabilized immedidiate y n to the maximum z trees in the construction ea ~ POWER POLE RIP-RAP 5 S0. YDS. CLASS B
DO M ,..,.-r . _ _ .
co extent possible. upon comletion. Xj IHtt
z 6 Lp PROS. NU. ulv, g LIGHT POLE TEMPORARY FABRIC PROTECTION 1575 A-1
4. The finish elevation contours shall be the same as preconstruction 3 c ~ ow WATER METER CONSTRUCTION FOR DROP INLET
?
? 21. All blocking shall meet or exceed the dimensions shown on elevations contours. The top 6 to 12 inches of trench, shall be back filled with original soil. 10 TEMPORARY GRAVEL SHEET NO. ENTRANCE, EXIT 1 WOODS LINE
~ drawing 1575010Ti. a DRAWING NO.
H Q
U N 157501001
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COPYRIGHT @ 1999 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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SEE TIE-IN DETAIL THIS SHEET FOR TIE-IN DETAILS AT w e N = z ¢ ~
PROPOSED PtIETREATMENT FACILITIES. 3 H o
CONTRACTOR SHALL COORDINATE TIE-IN WITH 1662 CONTRACTOR. z ~ a W Q U
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~Y~im r~~wr~ 42"x 90• RJ ELL I I UTILITIES W/RESTRAINED JOINT PIPE EA ~ ELL O ~ a z
a OFFICE 10INT PIPE EACH 5IDE OF FITTING (n U W ~ _
I I NEW 42" DI RAW WATER 0 F- L7 RAW WATER LINE ~ ~ = w
~ I I ~ . + • W ~ a
o D ! MG ELEVATED ~AANf Q, a ~
Q I t0 FEET FROM EDGE of PAVEMENT ( • I ~ PROPOSEDf • I • I •
~ ~ PRETREATMEN „ ~ \n .NEW 42 BFV W/MH w/MH
_FACILITIES 8Y OTHERS BY DIY. A-1
I 42" X 36" RJ TEE ~ IJ TEE
W s s s 6ro~c W/RESTRAINED JDINT PIPE EA 1DINT PIPE EACH WAY
W p .~~~s t I NEN 42' X 90' RJ ELL N ~ s ~ ~ ~ ` • fLASyI MIX ~ C1P ~
s I RJ PIPE EACH WAY ~ ~ p~N ~D
NEN 42' OI INV. 733.25' ~ ~ + + O
NN42' DIP ~ ~O E I TRANS I (BY OTHERS) ; • PAD • I ~
I NEW 36 BFV w/MH w/MH
II ~ • ~ F- II ~ 1 ~
~ ~ .I W II W ~ • NOTE:
I I I W I I ~ I CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL A80VEGROUND AND UNDERGROUND a
II W M NEW 42' DI PIPE. RJ I ~ I I UTILITIES AND SHALL FIELD ADJUST THE WATER LINE AS REOUIREO TO AVOID CONFLICT e~s`~ •A•
I I k II I ~ m I~ WITH EXISTING UTILITIES. Z ~
~ W ~ ~r acv i ~ II ~ ~ F m
o• VERIFY t0WT1GM I I I I ~ I II u~ ~ ~ r 6 ~ e
~ Ex. Js• 6r:V Wig TER TREA TMENT PLANT I a r~RIFr tOW ttDN I U ao ~6y ~~1SI`~~
I I ~ ~ ;I w I I I I Y ~~y y ~
II ~ •
" I II • NOTE:
I I ~ I II CONTRACTOR SHALL PROVIDE SEDIMENTATION AND EROSION CONTROL PROTECTION ++++~"~~uu'~~i
II I I ~ I " II ~ ~ II I NEW 42 DI RAW WATEF ~ A S AT ALL CURB INLETS AND DROP INLETS. INCLUDE COST IN PRICE OF PIPE. ti """"'~d~''~ RAW WATER LINE . .~a ya~i
I( i NEW 42' BFV w/HH ~ I II •
~ • II I ~ I ~ ~ ~ . r
II ~ No,h; 'e ''2 e' N ~'"a
NEW 36' BFV w/MH I I NEW 42'x 36' RJ TEE ( ~ j • I !A' AGp RJ PIPE EACH MAY ® ( - . i~,~ b d evo Q,,,~
© - INV, 733.25 I I I • I GP`~~~
• ~ i / 121 36'x 90' ELLS • uN++~~
~ 1 + ~
N I~I I I ~ ~ ~ ~ 1 ~ / I ~ ~ .
~_EX.36'RAYYATERM4IN ICI • ' \ • ICI ~ . y - - - g I Ex, s~ s~ro4
lyl x Iai ~ ~ ~ ~ I ~ 1 • ACK ON THE T J ~ ~
ICI I I ~ . I SS • NEW 36" BFY w/MH ~ ~ _ _ _ • - - - - w - - - z
I~,I I I ~ _ H
I~I I'~I T T 3' Y REMOVING lil • I IE 0 EX. 6 8 I • I Yy - 3 a
EX. 90' ELL AND INSTALLING ICI I I ~ I • C~ z s~ H
NEN 36' TEE w/BLOCKING Iff I ( I R U N a I a ~ O H ~ J
I- _ c~ _ _ W J
I I EX. e• Wv. SErD4 a . r - ~ ~ ~ Q to
I r - - J I ~ I ~ I ~r s~ ~ Q Q
~ . SILT FENCING 3 W H
~ 42"x 90• RJ ELL W 42 x 90 RJ ELL ~ IJ ELL NEW 42" DI RAW WATER LINE W/!OD LF RJ PIPE EACH SIDE DF FITTING
1 0.75 I'Jr aEnA1~tL W/100 LF RJ PIPE EACH SIC oc > LL = PIPE EACH SIDE OF FITTING ~ Q ~
SCALE: i"= 20' o ~ I I (I. O
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i. THE TIE-IN TO THE EXISITING 36" CIP FROM THE FLASH MIXER SHALL BE I I W H
MAOE ON A WEEKEND AND BE ACCOMPLISHED WITHIN 8 HOURS. ~ r
THE CONTRACTOR SHALL GIVE THE OWNER 72 HOURS NOTICE PRIOR TO U H
TAKING THE RAW WATER MAIN OUT OF SERVICE. J
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760 F-
750 DATE: DEC. 2000
750
TECHNICIAN: GMF
CHECKED BY; DSS
740
740
R VISIONS E
N0. DATE
730 730
720 720
SCALES
Rio 710 PROJ. NO. DIV.
1575 A-1
SHEET NO.
2
DRAWING NO.
9+00 10+00 1100 1200 13+00 157501002
0+00 1+00 2+00 3+00 4+00 5+00 6+00 700 8+00

COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS ANU tNb1NttHb. V.A.

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NOTE: o
. ' i 42 x 45 RJ ELL & ~ rar.
~ 42 x 22-i/2 RJ ELL v ~ fX. YAIERLIIE ' , O T CON RACTOR SHALL PROVIDE SEDIMENTATION AND EROSION CONTROL PROTECTION
w/100 LF RESTRAINED JOINT PIPE ~ N AT ALL CURB INLETS AND DROP INLETS. INCLUDE COST IN PRICE OF PIPE.
EITHER SIDE OF FITTINGS m ~ ~ SEi61 ' sr et
to ~ I ~ ~
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~ ~ AUTOMATIC / NOTE; ~ 10" AIR R A TIC 10' TEMP. CONST. EASEMENT i ~ F' w J 0
ELE SE ALL PIPE 6 FITTINGS WITHIN NORFOLK-SOUTHERN R-O-W 30' PERM. EASEMENT R RELEASE VALVE I- ~ Q
SHALL 8E RESTRAINED JOINT DUCTILE IRON PIPE / i ~ Q Q ~ (n
(SEE AL50 "SPECIAL REQUIREMENTS` SECTION OF SPECIFICATIONS) , NEW 42" BFV w/MH 3 U rrr • H
~ ~ 42"x 90' ELL w/BLOCKING Q ~ 3 =
/ 12' AUTOMATIC AIR RELEASE VALVE > LL. a ~
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NOTE: W ~ O
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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL A IN OF ALL ABOVEGROUND AND UNDERGROUND N
UTILITIES AND SHALL FIELO AOJUST THE WATER LINE AS ~ :R LINE AS REQUIRED TO AVOID CONFLICT ~
WITH EXISTING UTILITIES. H
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730 730
DATE: DEC. 2000
720
720 TECHNICIAN: GMF
CHECKED BY: DSS
710 REVISIONS
710
N0. DATE
M N
700 N 700
SCALES
690 9
VERT.: i" = 10'
PROJ. NO. DIV.
1575 A-i
680 680 SHEET NO.
4
DRAWING NO.
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37 37+00 38+00 39+00 40+00 41+00 42+00 43+00 .1575010041
COPYRIGHT @2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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NEW 42 OI RAW WATER LINE ~ / ~ /~o , z ~w n a=.
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i A S 1i tiC~.N.»,a y i.,
~ p ooh ..6 a~~ ; O ~ °
~i i ti J ~..~e ~ WETLAND AREA CA a Z8~-_
STABILIZE CREEK BANKS 6 BOTTOM 684 5F (.016 AC.) w o ' "e
w 250 SY CLASS B RIP-RAP i N / ~ N ~~8 °e ~
~ ~ 42 x 22-i/2 ELL w/BLOCKING o°o e°° ~
~ JIiY PRrIS
CITY CEMETERY
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~ O EASEMENT ~ ~
EX. iGTER L1AE Q ~ NEW 42 DI RAW WATER LINE Q Q
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WETLAND AREA CB ~ ~ R1 1617 5F (.037 AC.)
NOTE: ~ H 1~ ~
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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ABOVEGROUND AND UNDERGROUND ~ NEW 42" BFV w/MH ~
UTILITIES AND SHALL FIELD ADJUST THE WATER LINE AS REQUIRED TO AVOID CONFLICT i
WITH EXISTING UTILITIES.
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715
715
DATE: DEC. 2000
TECHNICIAN: GMF 705
705 CHECKED BY: DSS
NS V IO R IS E
695
695 N0. DATE
685
685
SCALES
N HORIZ.: i" = 50' 675
C'7~ ~rroT ~ " - ~ n'
U/J VLfll 1 lv
PROJ. NO. DIV.
1575 A-i
665 SHEET NO.
665
DRAWING NO.
157501005
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

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= Z ~ J WHERE THE WATER MAIN CROSSES OVER AN EXISITING SEWER MAIN AND THE VERTICAL 3 ~
NOTE: z ~ a CLEARANCE IS LESS THAN 18 , THE CONTRACTOR SHALL REPLACE THE SEWER PIPE WITH W o ~
CONTRACTOR SHALL PROVIDE SEDIMENTATION AND EROSION CONTROL PROTECTION ROUS PIPE AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE ~ ~ FER Z =
AT ALL CURB INLETS AND DROP N T N T P I LE S. I CLUDE COS IN RICE OF PIPE. OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE a ~ Z o
SHALL BE CENTERED AT THE POINT OF CROSSING. INCLUDE COST IN PRICE BID FOR PIPE. ~ ~ o z
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NEW 42" DI RAW WATER LINE fX. YAIER L1NF
FX, SAN. SE6ER ~ 42"x 45' ELL &
~ I Y~ I 42 x 22-i/2 ELL
w/BLOCKING ~
p a O
¦ • Q STABILIZE AREA PA~~1~ , I I 42 x ii-i/4 ELL w/BLOCKING o~,~, ~ Q p w/50 SY CLASS A RIP RAP
~ I i STABILIZE BANKS & BOTTOM
W/25 SY CLASS GRIP-RAP
~ ~
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p / Yi f8' AL7+ ~ ~ i ~ Q: Oif S~YEN - - - - - - If7 bb ~'b31SI6~ / cu 5~
I 4 30 P RM A M NT i~~ I ~ ~ E E SE E ~ ~ - + ~IHM g t10 ~ / ~
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42 x ii-i/4 ELL w/BLOCKING i ` Mp I ar. sMr. s~ N (2) 10 TE CONST . EASEMENTS I :mot ~ \ _J Q 0~~r\A S ~~i
~ I I 1 ~ V e°° p L '0eo~ ~~i 1 ~ / e ~ b elO~~
m I I ' m ~ _ _ _ I CITY P/IRK / / ~ e
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_ ~ 42"x 22-i/2' ELL w/BLOCKING ~~~n~unn~~~ V
~I ' STABILIZE CREEK BANKS & BOTTOM
I w/90 SY CLASS BRIP-RAP 42"X 90e ELL w/BLOCKING Fx. suv, spa
EX. SAN. St1Eq
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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ABOVEGROUND AND UNDERGROUND ~ J
UTILITIES AND SHALL FIELD ADJUST THE WATER LINE AS REDUIRED TO AVOID CONFLICT w J 0
WITH EXISTING UTILITIES. ~ Q a a
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700 700
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680 °
680
a
670
670
DATE: OEC . 2000
TECHNICIAN: GMF 660
660
CHECKED BY. DSS
V IONS R IS
650 " 650
N0. DATE
640 640
SCALES
630 HORIZ.: 1" = 50'
630 ~irnt i u i n ~
YCHI.: 1 = 1V
PROJ. NO. DIV.
1575 A-1
6~0 SHEET NO.
620 6
DRAWING NO.
+ 7 00 7200 3+00 1575 67+00 68+00 69+00 70+00 71+ 010061
58+00 59+00 60+00: 61+00 62+00 63+00 64+00 65+00 66+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A. '

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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ABOVEGROUND AND UNDERGROUND
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WITH EXISTING UTILITIES. CATAWBA ROAD
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665
665 CHECKED BY: DSS
ONS I R VIS E
655
N0. DATE r
655
645
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635 HORIZ.: i" = 50'

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625 SHEET NO.
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625
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73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 :
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON & WHIIMAN AHLHIItUl� Anu cnninc-. 1-

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1 10+00 111+00 112 +0o its+oo iia+oo 115+00 116 +oo 157501009
103+00 104+00 105+00f 106+00 107+00 106+00 109+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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DATE: DEC. 2000
625 „ 625 TECHNICIAN: GMF
CHECKED BY: DSS
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N0. DATE
605 605
N
SCALES
595 595 HORIZ.: 1" = 50'
PROD. NO. DIV.
1575 A-1
585
585 SHEET NO.
10
DRAWING NO.
116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 1254 125+00 ize+oo 127+00 ize+oo ins+oo 130+00 131+00 157501010
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

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TECHNICIAN: GMF
640
CHECKED 8Y: DSS
640
NS SIO VI RE
630
N N0. DATE
630
620
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610 HORIZ.: i" = 50'
PROJ. NO. DIV.
610
1575 A-1
600 SHEET NO.
11
600 DRAWING NO.
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+ 138+00 139+00
133+00 134+00 135+00 136+00 137 00 131+00 132+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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BETWEEN STA. 149+00 ANO STA. 156+50:
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i. CONTRACTOR SHALL MAINTAIN 36" COVER °~,y
2. CONTRACTOR SHALL REPLACE ALL TOPSOIL REMOVED WITH LIKE TOPSOIL.
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645
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N U R
635
N0. DATE
635
625
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SCALES
615 HORIZ,: i" = 50'
CAC
071:1 PflOJ. NO. DIV.
1575 A-1
605 SHEET NO.
12
605
DRAWING NO.
155+00 156+00 157+00 158+00 159+00 160+00 161+00 1157501012
146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 IT
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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645
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N0. DATE
635
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625 SCALES
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vroT ~ _ ~ n
PROJ. NO. DIV.
1575 A-1
615 615 SHEET NO.
13
DRAWING N0.
161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+ COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A. 170+00 ni+oo ire+oo 173+00 174+00 175+00 ns+oo 157501013

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TECHNICIAN: GMF 680
680 CHECKED BY: DSS
V ONS R SI EI
670
670 N0. DATE
660 660
SCALES
650 650 , VERT.: 1 = 10
PROJ. NO. DIV.
1575 A-i
640 1640 SHEET NO.
4
DRAWING NO.
157501014
176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 i84+00 185 185+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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ti eee ~ Po~d~ c~ P 6eeo~,~~
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670
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650 SHEET NO.
650 15
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PROJ. NO. DIV.
685 1575 A-1
685 SHEET NO.
16
200+00 201+00 202+00 203+00 204+00 205+00 DRAWING NO.
206+00 207+00 208+00 209+0( COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A. 209+00 210+00 211+00 212+00 213+00 214+00 215+00 115750101

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730
730
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PFOJ. NO. DIV.
1575 A-1
710
710 SHEET NO.
17
DRAWING N0.
215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+1
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1575 A-1
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8
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COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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ABOVEGROUND VENT TO BE USED FOR ~ ~ N
OFF-ROAD LOCATIONS ONLY A O.D.PIPE A H W ° z
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PRECAST FLAT TOP M.H, z o a
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ANCHOR ~ = w
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CLASS 52 D.I. FLANGED VENT a WELDED „
z MH STEPS WITH S.S. INSECT SCREEN I 3 MIN CLEAR
a VENT SHALL BE THE SAME I
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S.S. PIPE CLAMP
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o VALVE AS REDUIRED ON THE PLANS - - - - - - O
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M,H. RISER " ~11~1 9
42 WATER MAIN
18' MIN. - 10' AND LESS GRAVEL BEDDING 24' MIN. - 12" AND GREATER ++++111111i11f1/~~,
i6" B" NTS ~ ~ S6~I~~
FILL TO TOP OF PIPE. MIN. N ti~~np~ ~ °00ee ~ ~~I
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m 2,0~~ - ANCHOR RING CONCRETE COLLER :o{ w o: N
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m WELD SIZE ~ G+++
(IN) (IN) (IN) ~ (IN) X /llul
12" MIN. '
~ 14 19.50 0.75 0.25 i'-4" i'-4" #6
u u T SEC I
N X P AN VATION PI B1 P L 6 3000 SI CONCRETE FOOTING ~N _ P i6 21.75 0.75 0.25 i'-4" i'-4" #5 UGS Cr
BENDS 6 TEES 20 25.75 ~ _ ~ _ #5 LU 0.75 0.25 1 4 1 4 ~
Z W 24 30.25 0.75 0.25 1 4 1 6 #5 Q
3
T U) z 30 36.50 1.0 0.25 i'-4" i'-6" #5 E..a
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PIPE 90' BEND 45' BEND 22 i/2' BEND 11 i/4' BEND TEE PLUI PLUG
SIZE A B A 8 A 8 A 6 A B C ~ ff'' _ ~ L1. B C D Q ~
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4" 8' 12' 8' 8' 6' 6' 6" 6' 8' 9' !0' ~ !0 16 W
6" 10" 12' B` 10' 8" 8" 8' 8" 10" 10" i2` Y " ¦ r - • O 0 1z 16 W Z
FILL ANNULAR SPACE CU
8" 15" 13" 10" 10" 8" 8" B` 8" !0' ]2' 12" z' 12' z4' Cr
TRENCH 10' 16' f4' f0" 12' 6' f0` 6" 10' 11' i4' i4" W/BRICK & MORTAR 4' 14" z5" AT EACH END . H
DEPTH i2' 20' i6' i2' 14' B' 12" 8" " 4" SPIDER SUPPORT
- -----------------GROUND iz i is i6 6" 16` 30' U AND SPACER
SURFACE 14" 22' i6" i4' 16' SO" 14" 10' 14" 16" 16" i6" COMPACTED B" 16" 34'
BACKFILL COMPACTED is" 2s' 20" is' !B' i2" is' 12" is" i6' 20" 20' gp% BACKFILL M " " " " " ~ " 0" 20' 36"
„ 20 50 24 3! 22 21 16 12 15 36 24 24 4" 24" 58' 1
112 90% 12' MIN. 24' 60" 2B" 38` 26` 25' 20' 14" 17" 36' 28' 28' B" 28' 70' N J
I STONE TRENCH SEWER PIPE 30' so' 30" ' " " • " H
SB" M N. BEDDING 44 26 28 20 18 !6 50 30 0" a
DEPTH I 42" 84' 42` 63' 32' 40" 24" 24" 20" 70' 36' w 6" ~
SLOPE TO DRAIN z z
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18" NOTES: ELEVATION W z 0 0
U
i. CONCRETE SHALL BE CLASS A 3000 PSI MIN. UNDISTURBED UNDISTURBED D
SOIL SOIL ANTI-SEEPAGE COLLAR 2. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. a
NT a 0 ES.
3. WRAP ALL FITTINGS ANO ACCESSORIES WITH 10 MIL POLYETHYLENE NOTES :NE N i. CASING PIPE SHALL BE STEEL WITH
PRIOR TO POURING BLOCKING. MIN. YIELD STRENGTH OF 35,000 PSI. SPIDER SUPPORT
AND SPACER DATE: JAN. 2000
i. ANTI-SEEPAGE COLLARS SHALL BE PROVIDED ON 36" FORCE MAIN STA. 16+10, 16+90, AND 18+Op 4. SOIL BEARING STRENGTH 3000 LB. SO. FT P „ / @ 150 SI.
ANO ON 60 OUTFALLAT STA. 55+00, 56+00 AND 57+00. 2. INSTALLATION OF CASING PIPE SHALL BE BY
2. ANTI-SEEPAGE COLLARS SHALL BE CONSTRUCTED OF A PRIMARILY CLAY MATERIAL DRY BORING & JACKING DRAWN BY: GMF
CARRIER PIPE CHECKED BY:
(PLASTICITY INDEX ANO LI~UIO LIMIT PLOTTING ABOVE "A-LINE" ON USCS PLASTICITY 3. INSTALLATION OF CASING AND CARRIER PIPE DSS
CHART) WITH A MINIMUM OF 100% BY WEIGHT PASSING THE i/2" SIEVE AND A MINIMUM OF INSIDE RAILROAD RIGHTS-OF-WAY SHALL CONFORM - - -
50% BY WEIGHT PASSING THE NO. 200 SIEVE. TO A.R.E.A. SPECS. -PART 5- "PIPELINES". ~ REVISIONS
F R TAN AR F _ TT N 3. ANTI SEEPAGE COLLAR MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE 4. INSTALLATION OF CASING AND CARRIER PIPE NO. DATE
STANDARD PROCTOR MAXIMUM DRY N NTS DE SITY AT A MOISTURE CONTENT NO LESS THAN 2% DRY INSIDE NCDOT RIGHTS-OF-WAY SHALL CONFORM ~
OF THE OPTIMUM COMPACTION MOISTURE CONTENT. TO NCDOT "POL AN PR STEEL ENCASEMENT PIPE ICIES D OCEDURES FOR
ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF WAY".
4. ANTI-SEEPAGE COLLARS SHALL EXTEND TO THE BASE OF THE EXCAVATION THE FULL WIDTH SECTION
OF THE EXCAVATION, A MINIMUM OF 18" INCHES ABOVE THE CROWN OF THE SEWER, AND A
MINIMUM OF 12' ALONG THE LENGTH OF THE SEWER.
5. CONSTRUCTION SHALL BE MONITEREO BY OWNER. COLLARS SHALL 8E TESTED FOR DENSITY,
GRAIN SIZE DISTRIBUTION, AND PLASTICITY INDEX BY OWNER. ANY COLLARS FAILING TO
crni rc nc cunwni
MEET.THE REQUIRED SPECIFICATIONS SHALL BE REMOVED AND REBUILT AT THE J1.lML.LJ MJ JI IJ111\
CONTRACTOR'S EXPENSE, PROJ. NO. DIV.
1575 A-i
SHEET NO.
ANTI-SEEPAGE COLLAR DETAIL
19
NTS STANDARD BOREENCASEMENT DRAWING NO.
NTS 115750IDTI
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON G WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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FLANGED BUTTERFLY VALVE ~ MANHOLE RING 6 COVER II a a Q AS RE~UIREO BY LESS THAN 14 12
c~ a a 14" TO 36" 18"
2-#4 TIES @ 12" EXIST. SOIL CONDITIONS
I MORE THAN 36" 24" BACKFILL IN 6" LAYERS # PIPE #
LAP 10" O N
W \ Ul Q & COMPACT TO 95X STANDARD MAX. DIA. MAX.
~ ~ "D"- WATER OR DENSITY AS DETERMINED BY PIPE LINE
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NOTES
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i. SHAPE BOTTOM OF TRENCH TO FIT BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE. ~ ww ~ m z~
I FOR SEWER PIPE BED BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE WITH #467 ~ " e ~ y~b~
FLANGED COUPLING ADAPTER _ _ - SITUATE MANHOLE RING AND COVER N M NA C N R T LONGITUDINAL O I L O C E E STONE. EXCAVATE UNDER EACH BELL SUFFICIENTLY TO PREVENT ANY LOAD ON .BELL. dN~b3~sr3~
- - OVER VALVE OPERATING NUT A5 DIAMETER ENCASEMENT STEEL s~ ~u~s~ 2. FOR TRENCH DEPTHS UP TO f6 WHERE ROCK OR NON-CUSHIONING MATERIAL IS
DIRECTED BY ENGINEERS AND OWNER "D" "A" "X" ENCOUNTERED IN TRENCH BOTTOM, A CUSHION AT LEAST 8" THICK OF #67 STONE
6" 20" @ B" FOR SEWER LINES OR #5 STONE FOR WATER LINES SHALL BE PLACED BETWEEN ++++~~~~~~~~l~~~i,
THE ROCK AND THE BOTTOM OF THE PIPE. SEE SPECIFICATIONS FOR TRENCH ti.~~ •~63 °°°°a P ~
8" 24" @ 8" DEPTHS GREATER THAN i6 ° o ? o,;
12" 36" @ 12" WHERE UNSTABLE SOIL IS ENCOUNTERED EXCAVATE THE SOIL AS J v a ~°u-% 3 . ~ Qg Q r, z8
RED D SIZE DI PIPE DIRECTED BY THE ENGINEER ANO BACKFILL WITH AT LEAST 8" OF "s W o N ~o
24" 48" @ 12" #467 STONE. THE BACKFILL SHALL BE COMPACTED AND SHAPED TO ti°°
30" 54" @ l2" FORM A BED FOR THE PIPE. 'i «°a PP0 i,
z ~~n~~iuu++++
° 36" 60" @ i2"
Q n a " TR N H EDDING ~ BACKFILL D TAIL EC B E
~ NOTES 42 66 @ i2 H NTS
w i. MANHOLE COVER SHALL BE BOLTED H W
~ TO MANHOLE RING WITH SALISBURY'S z LL Z ~Y~1
o PATTERNED LOCKING BOLT HEADS. H ~ W
H 3 Q Z
Y BFV SIZE "A" "8" o NTS NOTE: ALL WATER LINES SHALL BE INSTALLED FOR LAYING CONDITION TYPE 3, MINIMUM H
O (IN (IN.) FT. O H ~ J I-
0 14 30.5 5 w J O
w i6 25.75 5 H ~ Cr Q
w 18 36 6 Q a
20 34.0 6 3 U H
24 42 7 3 Z
30 42 7 > LL Q E...
36 48 8 ~ ~ " 11
42 48 8 2 MIN. BITUMINOUS 8 COMPACTED ABC COARSE W ~ O
_ NOTES PLANT MIX (I-2) AGGREGATE - W Z
CU CC
d'
1. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE. EXISTING PAVING
2. COAT TIE RODS AND NUTS WITH COAL TAR EPOXY.
CUT PAVING HERE
3. ALL 12" PIPE SHALL BE CLASS 350 DIP, MJ. FOR TRENCH
4. RESTRAINED JOINTS SHALL BE FAST-GRIP BY AMERICAN, N,
MANHOLE RING & COVER FIELD-LOK BY US PIPE OR APPROVED EQUAL. ?
GROUT(TYP.) SALISBURY STANDARD 5. ALL MJ FITTINGS SHALL USE TIE BOOS OR RESTRAINED p ~
o PRECAST FLAT TOP JOINT RETAINER GLANDS. " ~ z ~ MANHOLE COVERS SHALL READ 12 x 4, RE-CUT PAVING HERE ~ - 12"x 45' ELl (FLANGED) PIPE DIAMETER # ~
3 H-20 LOAD RATING "WATER VALVE" " " " " FOR REPAVING W LESS THAN 14 f2 ?
a MANHOLE 12 x 90 ELLS (FLANGED) 14" TO 36" 16" ~ " z
o NOP i- NON-FERROUS f -0 # PIPE # f -0 0 MORE THAN 36 24 z H
N IN; INSECT ANO MAX. DIA. MAX. °
= RO[ RODENT SCREEN u
~ / - MA) w v MAX. f/4 MESH ~ ~
~ N BACKFILL WITH LOW ~ ~ ? z
a 18" x 6"CONC. PAD AROUND BOX o w ~ T ~ ~ CONCRE ONCRETE PAD 5' X 5'X f' ORGANIC MATERIAL o ~ C
~ PLACE i PLACE 10 SY CLASS B RIP RAP ?
MANHOLE STEPS @ 12 O.C. m o Z ~ AROUND AROUND CONC. PAD 6 DITCH - - a
~ H B 0 z
~ ~ 3 a
W f2" ?
> w TELESCOPIC I
A ~ VALVE BOX w ~ 6X6X00
> ~ " WELDED WIRE DATE; DEC. 2000
° H 2-3/4" TIE 3/4 TIE RODS
z „ " H i. NEW PAVEMENT SHALL HAVE 8" COMPACTED ABC COARSE AGGREGATE AND 2" TECHNICIAN: GMF
B OIA. MONOLITHIC BASE a ~ I ~ 7 CU 7 CU. FT. TOPPING OR MATCH EXISTING CONSTRUCTION, WHICHEVER IS GREATER.
6" MIN. MANHOLE CRUST -1 CRUSHED CHECKED BY; DSS
STONI STONE 2. TRENCH IS TO BE BACKFILLED IN 6" LAYERS AND COMPACTED TO 95X STANDARD
DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 BEFORE PAVEMENT
~/9 ~ o REVISION REPAIRS ARE MADE.
r P ~ / _ - oo Nor e . - 00 NOT BLOCK
L. ~ DRAIN HC RA N HOLE N0. DATE 0 I 3. COMPACTION TEST REQUIRED AT REQUEST OF INSPECTOR.
B" MIN. 12' RS GATE VALVE POURED IN PI OUREO IN PLACE 4. ALL PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO INSTALL
„ CONC. BLOCK ONC. BLOCK
2-3/4 TIE RODS 8 MIN. WATER PIPE MUST BE REPAIRED ACCORDING TO THIS DETAIL.
GROUT UNDER PIPE BOTH SIDES OF PIPE (TYP.) #67 STONE
NOTE:
w
m DO NOT GROUT UNDER VALVE. " ~ 12 WELDED ON TANGENTIAL RJ OR MJ OUTLET SCALES
z ON 24" DIP
Z
STREET REPAIR DETAIL
3 a PROJ. NO. DIV.
0 NTS 1575 A-i
BUTTERFLY VALVE & MANHOLE SHEET NO.
12 BLOW-OFF ASSEMBLY
v NTS 20
~ NTS DRAWING N0.
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RIP RAP ON CREEK ENBANKMENTS
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TEMPORARY STREAM CROSSING
RR
RIP -RAP 5 SQ. YDS. CLASS B MORE OR
LESS AS REQUIRED BY ENGINEER
RD
TEMPORARY SEDIMENT TRAP
I
TEMPORARY GRAVEL CONSTRUCTION
FP
TEMPORARY FABRIC PROTECTION
O
ENTRANCE/EXIT
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FOR DROP INLETS
-
STRUCTURAL STREAM BANK STABILIZATION
iTD—
TEMPORARY DIVERSION DITCH
SEDIMENTATION & EROSION CONTROL NOTES:
i. IN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES SPECIFIED
THE CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL MEASURES DEEMED NECESSARY BY
THE INSPECTOR PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION.
2. EROSION CONTROL MEASURES AS INDICATED ON PLANS OR IN THE SPECIFICATIONS SHALL
BE INSTALLED PRIOR TO DISTURBING ANY SOIL. CONTRACTOR SHALL MAINTAIN ALL
SEDIMENT CONTROL DEVICES AND SHALL REMOVE SEDIMENT FROM FENCES AS REQUIRED BY
THE INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT THE END OF THE JOB SHALL BE
REMOVED.
3. CONTRACTOR SHALL SEED 6 MULCH WITHIN 5 DAYS OF INITIAL DISTURBANCE AND IN NO
CASE SHALL OVER 500 FEET BE LEFT UNSEEDED AND UNMULCHED AT ANY ONE TIME.
4. SEDIMENT FENCES SHALL BE REMOVED FROM THE SITE WHEN GRASSING IS ACCEPTED AND
STABILIZATION IS COMPLETE.
5. ANY EXCAVATED MATERIAL WHICH IS NOT USED FOR FILL SHALL BE REMOVED FROM THE
SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.
6. CONTRACTOR SHALL MAINTAIN ALL STREETSIDE DRAINAGE SWALES AND DITCHES. ALL
DISTURBED VEGETATION IN LAWNS SHALL BE REPLACED IN KIND AND ALL DITCHES AND
DRAINAGE STRUCTURES MAINTAINED FREE FROM SEDIMENT.
7. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SLOPE FROM THE ROAD,
DIRT (FILL) REMOVED FROM THE CUT SHALL BE STOCKPILED ON THE PAVEMENT SIDE
OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE PER
THE JOB SPECIFICATIONS.
B. WHEN INSTALLING RIP RAP ON DISTURBED STREAM BANKS, CONTRACTOR SHALL PLAN WORK
IN SUCH MANNER THAN STOCKPILES OF EARTH ARE NOT SUBJECT TO WASHING INTO
STREAM OR DRAINAGE AREA.
9. CONSTRACTOR SHALL INSTALL SILT FENCES OR OTHER SEDIMENT COLLECTION STRUCTURES
IN STREETSIDE DITCHES WHEN SO DIRECTED BY THE ENGINEERS, EVEN THOUGH NOT
SHOWN ON THE CONTRACT DRAWINGS, WHEN. IN THE OPINION OF THE ENGINEERS.
SUFFICIENT CARE IS NOT BEING TAKEN BY THE CONTRACTOR TO PREVENT ENTRANCE
OF SEDIMENT INTO DITCHES. SAID STRUCTURES SHALL BE INSTALLED AT THE
CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO THE OWNER.
10. ALL COSTS ASSOCIATED WITH INSTALLATION, MAINTENANCE, AND REMOVAL OF
TEMPORARY STREAM CROSSINGS AND STRUCTURAL STREAM BOTTOM STABILIZATION
SHALL BE INCLUDED IN UNIT PRICE BID FOR THOSE ITEMS. RIP RAP SHALL BE
PAID BASED ON UNIT PRICE IN PROPOSAL.
li. WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS.
ALL TRENCHES SHALL BE FILLED AT THE CLOSE OF EACH WORK DAY AND WHEN RAIN
IS IMMINENT. AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, OVER
WEEKENDS, OR DURING INCLEMENT WEATHER. OPEN END OF PIPE SHALL BE PLUGGED
BEFORE CLOSING TRENCH.
CONSTRUCTION SEQUENCE
1. UPON CONSTRUCTION AREA ACCESS, STABILIZE ALL BARE AREAS
IMMEDIATELY WITH GRAVEL AND TEMPORARY VEGETATION.
2. AFTER CONSTRUCTION SITE IS ACCESSED, INSTALL TEMPORARY
SEDIMENTATION AND EROSION CONTROL MEASURES NECESSARY.
INCORPORATE INTERIM MEASURES AS DIRECTED BY THE ENGINEER AND AS
REQUIRED BY THE PLANS TO MINIMIZE SEDIMENTATION AND EROSION AS
CONSTRUCTION PROGRESSES.
3. APPLY TEMPORARY OR PERMANENT STABILZATION MEASURES IMMEDIATELY
ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE.
L 4 AT GRADING COMPLETION, STABILIZE ALL GROUND COVER, INCLUDING
BORROW AND SPOIL AREAS, AND INSTALL PERMANENT SEDIMENTATION AND
z EROSION CONTROL STRUCTURES SUCH AS CONCRETE LINE DITCHES, ETC.
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5, REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES SUCH AS
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u 6. MAINTAIN GROUND COVER AND OTHER MEASURES AND RESEED AS REQUIRED
Cn TO ENSURE PERMANENT SEDIMENTATION AND EROSION CONTROL.
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COPYRIGHT @ 1984 - ALL RIGHTS RESERVED - PEIRSON & WHITMAN, INC.
T
1.5'
MAX.
2'X4" WOODEN FRAME
FIN. G
GATHER EXCESS
2" X 4" X 5' HARDWOOD OR 2" (MIN.) X 5'-0" METAL
STAKE DRIVEN 2'-0" INTO GROUND. MAXIMUM
SPACING OF STAKES - 6'-0" O.C.
WRAP TOP END OF FABRIC AROUND SLAT AND STAPLE
SECURELY. SECURE ENDS OF SLATS TO STAKES.
SECURE FABRIC TO STAKES AND WIRE MESH WITH
STAPLES OR HEAVY WIRE AND MAINTAIN.
STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM 2'-0"
OF FABRIC ABOVE GROUND.
BACK WITH "HOG" WIRE OR OTHER APPROVED
WIRE MESH.
BURY TOE OF FABRIC IN GROUND A MINIMUM OF B".
MAINTAIN 8" DEEP DITCH 2'-0" IN FRONT OF
FENCE.
i�-- DIRECTION OF RUNOFF FLOW
I ( NOTE: SEDIMENT IS TO BE REMOVED FROM DITCH AND
FENCE REPAIRED AFTER EACH RAINFALL.
I I
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TIC
FABRIC
CONSTRUCTION SPECIFICATIONS:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER,
OR ETHYLENE YARN --EXTRA STRENGTH(501b./i" MINIMUM) --THAT
CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC
SHOULD BE SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF
THE TEMPORARY SEDIMENT POOL.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2"X4" WOOD (PREFERRED) OR EQUIVALENT METAL
WITH A MINIMUM LENGTH OF 3'.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM
OF 3' APART, AND SECURELY DRIVE THEM INTO THE GROUND,
APPROXIMATELY 18" DEEP.
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
2"X4" WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A
MAXIMUM OF 1.5' ABOVE THE DROP INLET CREST.
6. PLACE THE BOTTOM 12" OF THE FABRIC IN A TRENCH AND BACKFILL
THE TRENCH WITH AT LEAST 4" OF CRUSHED STONE OR 12" OF
COMPACTED SOIL.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
OVERLAPPED TO THE NEXT STAKE.
TEMPORARY FABRIC PROTECTION
FOR DROP INLETS FP
NTS
SILT FENCE DETAIL
NTS
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DIRECTION OF FLOW
DATE: DEC. 2000
llimillp:711, TECHNICIAN: GMF
1.5'
CHECKED BY: DSS
FILTER FABRIC
4.0' REVISIONS
SECTION A -A
NO. DATE
►-- STONE CHECK DAM
NTS
i. KEEP THE CENTER SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND
LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
2. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANKS. SCALES
AS SHOWN
3. THE CONTRACTOR SHALL INSPECT THE CHECK DAMS AND CHANNELS FOR DAMAGE
AFTER EACH RUNOFF EVENT AND CORRECT ALL DAMAGE IMMEDIATELY. PROD. NO. DIV.
1575 A-1
4. THE CONTRACTOR SHALL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS SHEET NO.
AS NEEDED TO PRREVENT DAMAGE TO CHANNEL VEGETATION.
21
DRAWING NO.
LAST UPDATED: 1157501SEI
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DIRECTION OF FLOW
DATE: DEC. 2000
llimillp:711, TECHNICIAN: GMF
1.5'
CHECKED BY: DSS
FILTER FABRIC
4.0' REVISIONS
SECTION A -A
NO. DATE
►-- STONE CHECK DAM
NTS
i. KEEP THE CENTER SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND
LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
2. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANKS. SCALES
AS SHOWN
3. THE CONTRACTOR SHALL INSPECT THE CHECK DAMS AND CHANNELS FOR DAMAGE
AFTER EACH RUNOFF EVENT AND CORRECT ALL DAMAGE IMMEDIATELY. PROD. NO. DIV.
1575 A-1
4. THE CONTRACTOR SHALL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS SHEET NO.
AS NEEDED TO PRREVENT DAMAGE TO CHANNEL VEGETATION.
21
DRAWING NO.
LAST UPDATED: 1157501SEI

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12" THICK #57 WASHED STONE 5'-0" Q a ~ ~ n
P A ON INSIDE FACE MIN. m L CEO N N
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3'-0" w NOTES: MIN.
COMPACTED SOIL FLOW
~ TEMPORARY STREAM CROSSINGS ARE TO BE USED NHERE ~ i. 9 MIN.
~ N TR CTION VEHICLES WILL BE DRIVEN ACROSS STREAM STONE SECTION COS U 18"
AND CREEK BEDS ON A TEMPORARY BASIS AS A PART OF ~1~~ERS~ p'q. A7Igt,
CONSTRUCTION OPERATIONS. 6' TYPICAL ~ a ~
H FIELD IS TO BE NOTES: 2. AN ADEQUATE PIPE, SIZED IN T E , Z ~ . F ^ a =
A 0 IN THE STREAM BED AND COVERED KITH CLASS i N P T P R F N F ANT RAINFALL. REMOVE SEDII PL CE i. I S EC BASINS AFTER EACH E I00 0 SIG I IC :MOVE SEDIMENT w ~ ~ ~ ~ / r ~ ~
RIP-RAP TO AN ELEVATION EQUAL TO THE TOP OF CREEK AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS IMENT HAS
BANKS BUT NOT LESS THAN 12 INCHES. ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REPLACE CONTAMII ~E CONTAMINATED sb °~"31sts~ ~INM 9
3. THE RIP-AAP MUST BE 20 FEET MINIMUM MOTH AND NITM PART OF GRAVEL FACE. T MP RARY U R N T H I
A LENGTH SUFFICIENT TO REACH FROM BANK TO BANK. 2. REPLACE ANY RIPRAP DISPLACED FROM THE SPILLWAY IMMEDIATELY. TD
3. AFTER THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED BIL IZEO ,~~~umi~ui~~~i
REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLI N R I RAMC ST AREA TO BLEND 1 °.N° °oe~b~ i. THE SLOPE OF THE DITCH SHALL BE AS SHOWN ON THE PLANS. °°~N b°°,~i~•,
RARY T MPO E T WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
4. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLE PASS OUTLET 3 a v ° Zg~.:
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. 2. ALL DITCHES WITH SLOPES GREATER THAN 3X SHALL BE LINED WITH 9 OF CLASS A ~ 8N • o... ~
RIP-RAP UNLESS OTHERWISE STATED ON THE PLANS. e~ ~a
DIMENSIONS ~ o e°°ooQ`
3. THE COMPACTED SOIL RIDGE SHALL 8E SEEDED IMMEDIATELY AFTER CONSTRUCTION, ~ °°GP~~~
z TRAP N0. MIN. CAPACITY DEPTH LENGTH WIDTH WEIR LENGTH ~~hUuiu~ ~ LENGTH UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
0 H (CU. FT.) (FT.) (FT.) (FT (FT.) (FT .1
Q RIP-RAP 1 B47 3.5 22 11 4 4. THE CONTRACTOR SHALL INSPECT THE DITCHES ONCE A WEEK AND AFTER EVERY 4
v 22 MIN. CLASS B H OR 30 CLA55 I RIP-RAP 2 700 3.5 20 10 4 4 SIGNIFICANT RAINFALL AND SHALL REMOVE SEDIMENT FROM THE FLOW AREA AND MAKE
H 3 735 3.5 20 10.5 4 4 ANY REPAIRS NEEDED. w
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0 448 3.5 16 B 4 W 4 5. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND FILL 3 Q
6 448 3.5 i6 8 4 IN THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND SEED IT. U) Z 4 H
0 7 448 3.5 6 8 4 ~ H 4 ~ J
o ~ 1 m 6 A 4 6. DIMENSION AS SHOWN ON THE CONTRACT DRAWINGS OR SPECIFIED BY ENGINEER. I- w J
p (OR FILTER CLOTH) B 448 3.5 16 8 4 Q
J SEWER PIPE SHALL 8E w 9 770 3.5 22 l0 4 H LONG SPAN DIP @ CREEK CROSSING 4 ~ ~ Q Q
w 10 567 3.5 18 9 4 4 ~ 3 U
ii 700 3.5 20 10 4 4 I-I
!2 770 3.5 22 10 4 O 4 3 =
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PRO_ Q ~ ~ w
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22' MIN. CLASS B RIP-RAP d'
OR 30' CLASS ]RIP-RAP
T TRAP ARY M N TMPR H
NTS U
6' GRAVEL FILTER 0
PIPE LINE (OR FILTER CLOTHI z
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w ~ ~ l a= ~ IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE U a
DIRECTION OF FLON AND OVER THE PROTECTIVE MULCH. U7 ZO O W Z
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U (12' MINIMUM) L a ~ H ~
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H ~ 1' 1 A 6-INCH TRENCH
> ~ ~ - RIP-RAP 18-INCH OVERLAP
u• JOIN STRIPS BY ANCHORING
t~ 1 ~UU•• ll AND OVERLAPPING DATE: DEC , 2000
1~1 ~ ~1
TECHNICIAN: GMF
i. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET DR MAT,
CHECKED BY: OSS
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY 100SELY ON THE SOIL 8UT WITHOUT WRINKLES--DO
NOTES: NOT STRETCH. R V SION EI
Space check dam in a channel so that the crest 3. TD SECURE THE NET, BURY THE UPSLDPE END IN A SLOT OR TRENCH NO LESS THAN 6
of downstream dam is at elevation of the toe of SECTION upstream dam INCHES DEEP, COYER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY f2 INCHES N0. DATE
NTS ACROSS THE TOP AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND
STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER,
EVERY 3 FEET. DO NDT STRETCH THE NET WHEN APPLYING STAPLES.
T RA TR M ANK STA ILIZATI N S RUCTU L S A B S 4. TD JOIN TWD STRIPS, CUT A TRENCH TD ANCHOR THE END OF THE NEW NET. OVERLAP
THE END OF THE PREVIOUS ROLL iB INCHES, A5 SHOWN, AND STAPLE EVERY ]2 INCHES JUST BELOW THE ANCHOR SLOT.
w s ~ m SCALES
5. INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL
z i. ALL RIP-RAP TREATMENTS MUST BE UNDERCUT SO THAT STONE SURFACES EROSION, DISLOCATION, DR FAILURE. WHERE EROSION I5 OBSERVED, APPLY ADDITIONAL HORIZ.: i° = 50'
to WTI I RF FI IISN WTTH ~IIR[]f111AInTNf; FARTH MULCH. IF WASHOUT OCCURS. REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. VFGT ~ 1" = 1f1'
z CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
H 3 2.THE STREAMBANK PROTECTION SHALL EXTEND BETWEEN STABILIZED PROJ. NO. DIV,
a cc POINTS ALONG THE STREAM. J M 1575 A-1
0
a 3.CHECK STABILIZED STREAMBANK SECTIONS AFTER EVERY RAINFALL OF SHEET NO.
H cr SPACING H K AM U TAI FOR STABILIZING HA NN S WITH T N TTN 2 DRAWING NO.
1 OR MORE IN 24 HOURS, AND MAKE ANY NEEDED REPAIRS IMMEDIATELY
TO PREVENT FURTHER DAMAGE. z
a 157501SE21
COPYRIGHT @ 1993 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.