20180032 Ver 2_Site Plans_20201118

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TYPICAL SECTION NO- 1
12' WIDE GREENWAY
W TQ A"hE
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BEGINSTATION
E14DSTATION
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100+48.42(BEGIN)
103+90
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105+74
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1108+68
119+34
L1-
124+66
131+79
L1-
137+50
167+34
L1-
158+9C3
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SEE PLAN AND PRaFLE SHEETS
Ngh FOR VERTIC-%L CLEARANCE
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TYPICAL SECTION NO. 3
12' WIDE GREENWAY (UNDER BRIDGE
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END STATION
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100+83
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12' WIDE GREENWAY 1
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1' WIDE CREENWA
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ALIGNMENT
BEGIN STATION
END STATION
-L1-
157-34
158+03
11
-4Pg�� TYPICAL SECTION ND- 4
pwpm SE R*rr V "' 19 WIDE GREENWA
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ALIGNMENT
BEGIN STAT1 ON
END STATION
-11-1-
1G7+76
168+84
-11-1-
184+69
192+67
-11-1-
193+C7
196+68
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206+00
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201+71
204+88
-11-1-
212+89
217-F15
-11-1-
217+39
217+96
-11-1-
221+104
222+86
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M+55
223+73
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224+57
2Z3+87.41
PAVEMENT SCHEDULE
R' AEJNF0 nM €OWREM HIOM FlBFR REJWMIMWENT
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4- 5EH PLANS FOR WALL LWATIONg
5. WALL DE%k 7h59WATO GEOTECH AND 5TT1 PCTLkltAL DEIAGN TO UE
PRWDED BY A NORDt CA*QLIWA PROFESSIONAL ENGHEER TO THE
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PRIOR TOf CONSTRUCTION.
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TYPICAL SECTION NO. 6
10' WIDE OREENWAY
WT TO itxl
ALIGNMENT
BEGIN STATION
END STATION
L 1-
1 BB+84
173+02
L1-
177+53
1d1+94
L1-
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184+59
L1-
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197+19
L1-
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201+71
L1-
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212+89
L1-
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217+89
` TYPICAL SECTION NO. 8
10' WIDE GREENWAY
*at tb 4
A-1GNMENT BEGIN STATION END STATION
-1-1- 175+912 177+53
TYPICAL SECTION NO. 10
10' WIDE OREENWAY
*at T}
ALIGNMENT BEGIN STATION END STATION
1-1- 223+73 224+57
E71L�IId
GEIK 3ClT
sla:l.kea
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TYPICAL SECTION NQ- 7 SES��E3
10' WIDE GREEN AY (OVERLOOK }
ear ro ±tee
ALIGNMENT
BEGIN STATION
ENO STATION
-1-1-
173+92
175+80
-L 1-
11)2+g7
193+07
5EE $INK
ST+'fi
ffTS 39dE
70'
SkJ& TO Sp
TYPICAL SECTION NO. 9
10' WIDE REENAY
no ro VAL
EUSTF4
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hlhhkm
I E�TnG
fh7111�
PUOPREED SWALE WADES
BE��R3
ALIGNMENT
BEGIN STATION
END STATION
-1-1-
181+94
183+54
-L1-
1137+19
199+18
PAVEMENT SCHEDULE
Ix REIIFOREFD DbNEAEIE Wir YIENO FBER MWOR NT
2' ASFEEEIL4 UNOMTE 4UWACE O"SE- TYPE (aE9) AT AN
AYIIMAGE RATE OF 224 LB& PER SM 'dK
4' AQ*EC4TE BASE C-0NRSE
Y AWREI%TL BAM C6..RSE
5E{LCCAL RET1Y WO, WIL -SEE RM 4 AND 6
EARTH MATETHAL
1X4TEU1LE FAUIaC OR MMP - SEF N67T 6
moo
E. SEE PLANS FOR EPEURC OREENWAY LOCATIONS.
2. PAVDMPF' UXW t3APES ARE 1!E UNL€SS oIHENM1g mmD.
3, 7.9PE piEDffAY AMU i1 LDER5 PER FLAN5-
4, 5EE PLANS FQR WALL ►WAIION5,
fh WNI GE%GH, AVMATED G£OTECH AND 5'1RI MRAL DEOGH TO BE
PRONOED 9Y A NORTH CAROUNA PROFE5z"AL EWCINEER TO THE
COWMACTOR FOR REYIEM AND APPRDYiL BT PANL£WBURG COUETY
PfiDR TO CONSTRUCT&L
d. OMMO TO 8E USM ON MAINLINE GPE&WAY (L-1) r IH FL+US OF
UNSUITAEILf MAtERWL PER U8bT CHNCA- REPtRT. g.E PR6.ECT
SPECFKATICNS MOTEXTLF FARM TD 5E USM oN ALL 'e'
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F%iL
TYPICAL SECTION NO-
T
11
� C-M
10' WIDE OREENWAY
Nat TO itxE
ALIGNMENT BEGIN STATION END STATION
L 1- 199+1 S 1 200#4
4;
i TYPICAL SECTION NO. 1
10' WIDE CONNECTION
WF M WeU
ALIGNMENT BEGIN STATION END STATION
-Y2- 400+00 402+53.28
671
TYPICAL SECTION NO. 1 P-W
10' WIDE OREENWAY
WF TO MALE
ALIGNMENT BEGIN STATION END STATION
L1- 200+44 201+18
TYPICAL SECTION NO. 14
10' WIDE CONNECTION
war To iry e
ALIGNMENT BEGIN STATION END STATION
-Y'- 1000+OD 1001+42.7D
PAVEMENT SCHEDULE
( J'
6- RENFORCED DGNCBETE N'f WIERO FEER FxmFORCVNftT
7 AMM&L4 o6RCRETE SLIM£ DOMSE. tYFE (!&M) Ar AH
AYIIMAGE RATE OF 224 LET& PER SM 14.
4' AWREQklE @ASE GVJRSE
'.Y AGGREGATE BASE C"SE
WMAE rTAL RET-YNM WALL - SEE ROTE A AM 6
URTH MAMUAL
OED%WFKE FAWK OR {COMP - SEE N9W 6
HOTE,
1. ME PL+HS FOR EPEURC 6REENWAY LOCATIONS
2. PAWFLETIT EP(X SLOPES ARE 10 UNL€SS OTHERMISE HOTFP.
3, SLOPE WEUMAY ABC �bMUDEERS PER PLANS.
4, = BANS FOR WALL LOCARONS,
6, WALL WSW, A%!MATED GEOTECM ** STWMRAL DEOGN TO 9E
P1401EGED 9Y A WORTH CARCUNA PROKi9 AL EWCINEER TO THE
CONTAACTM FGR REYIEM AND APPRDYIL MW PANL£WBURG COuITT
F"opt T4 CONSTRUCTOL
6. OEOGAO TO RE uSM ON YAUIaINE CRfEmwAY (L-Ij AFKFIR FL+US OF
UNSUltABLE MAIERLAL PER UEWEGHHCAL REPdt#. g.E. PR6.ECt
SPOI FKATIOHS MOTEXTLE FARMC TO BE USED 9N ku' ,
7. PGL - PRWLE GRAM UNE.
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10' WIDE CONNECTION
IMF 70 MALE
tmal r
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ALIGNMENT BEGIN STATION END STATION
-Y3- 5OO+OO 509+64.64
P:A
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rusk
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T 1 T
TYPICAL SECTION NO. 17
8' WIDE CONNECTION
*at m Wxf
ALIGNMENT BEGIN STATION END STATION
-Y4- 603+06 609+72
I
fCL im
aeskk�
a�T WEP01ED awe wwfs
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TYPICAL SECTION NO" 19
8' WIDE CONNECTION
YOr M W."
ALIGNMENT BEGIN STATION END STATION
-Y& 702+00 702+76
q
TARES
V.+RES
#._5.
TYPICAL SECTION NO" 16
8'-10' WIDE CONNECTION
ROM To W.91
ALIGNMENT
BEGIN STATION
END STATION
-Y4-
600+05
900+39
-Y4-
6O1+48
903+06
DUOIMIa
447l�!p
TYPICAL SECTION NO. 18
8' WIDE CONNECTION
xal TD atuL
ALIGNMENT BEGIN STATION END STATION
YS- 700+00 702+00
PAVEMENT SCHEDULE
6' FMNFOKEO DONUMTE N'f WIEAO F19ER FrNeORCnIEN1
7 AMMI%L4 IXNCRETE SLIM£ DOMSF- rTPIE (!&M) Ar AH
AYIIMAGE RATE OF 22+ LET& PER SM 14.
4' AQWFrAlU @ASE rQW5E
'.Y NM EGATE BASE CdMISE
WMAE TTAL RET-YNM WALL - SEE NOTE A AM 6
EARTH MAMbAL
CED%XFKE FAUM OR { OMP - 5N NQTE 6
MOTU:
1. ME PL+HS FOR SPEURC UREENWAY OWIONi
2. PAWFLI T EP(X SLa ES. ARE 10 UNLESS OlHfRVASF NOTFP.
3, XWC GTIEUMAY ABC SHICULPERS PER PLAN
4, OX PWS FOR WALL ►OG'Al19N5.
6, 'IULL OE%GH, ASSWATE6 G£OTECH AW S1R MRAL DEOGN TO 6E
FIIONGED OY A WORTH CAROLINA PROR5z"AL EWCINEER TO THE
CO"ACTOR FOR REYIEM AND APPROVAL MY IAOMLEWBURG MtmTY
F"opt TO COHS11W-lQDPL
6. OEOGAO TO RE USED N4 WjkJ?AINE WEMEIRAY Lrt. ANG IN Pt+US OF
UNSUltABLE IU.YERLAL PER MOTEpfMCAL REPdt#. g.E. PR6.EC1
SPOIFKAT10NE. MOTEXTLE FARMC TD BE USED GI IU 'e'
COMECnONS.
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8' WIDE CONNECTION
No 16 WME
ALIGNMENT BEGIN STATION END STATION
-Y5- 702+70 714+50.21
TYPICAL SECTION NO- 22
STRUCTURE #2
rOT m KOLE
ALIGNMENT BEGIN STATION END STATION
04, 1-1- 102*11) 163+09
NOTE:
SEE STRUCTURE PLANS
S-1 TO 5-23
TYPICAL SECTION NO- 21
STRUCTURE M
NM,6�
ALIGNMENT BEGIN STATION END STATION
-L1- 131-76 137+50
TYPICAL SECTION NO- 23
STRUCTURE #3
KW T4 5CALE
ALIGNMENT BEGIN STATION END STATION
-L 1- 107-46 167+713
PAVEMENT SCHEDULE
C RENFORCEO DONCRETE W1 WIEAO FKM RENFCRCEMENT
7 ASPHuf DMOMTE SUVACE O"SE- TYPE (s7.5e) AT AN
AWMAGE RATE OF 224 LET& PER S4, Mk
Q
6- A[Wa,i 4TE @A5E CMWW
Y AWREWE BAM C6..1;SE
5EQ�OffAL RETIY MO, WIL -SEE RM 4 ABU 6
EARTH MATFAIAL
CEOT€XTILr; fAEFaC OR OEOMP - SW NOTE 5
MOTU:
1. SEE PLANS FOR SPEURC GREENWAY LCCA114N5.
$. PATIE]3IT EgKC SLOPES ARE T_1 UNLESS UTHERWASE MOM.
3, XWC WEUMAY A14 S40ULOER5 PER PLAID
4, SEE PLANS FOR WALL LOCAT19N5,
5, 7uLL OESW4 A53W.4TED GE:OTECH AND STm MRAL DEOGH TO 6E
PROVOED 9Y A NORTH CAROLINA PR 590NAL EWCINEER TO THE
COWMACTOR FGR REUEM AND APPRDYiL BT IKCT(L£WBURG MmTY
Pmopt TO GOWSTRUCTIDIL
6. OEOM0 TO RE uSM ON YAINIJNE GREDWAY (L-Ij ,SFK} IR FL+AES OF
UNSUItABU MAIERWL PER UEd7ECHNCA- REPMt. SEE PR6 t
SPECIFICATIONS CEDTEXTLF FABRIC TO 5E USED ON ALL 'e'
COMECT14N5.
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GROUND STABILIZATION AND MATERIALS HANDING PRACTICES FOR COMPLIANCE WITH
THE NCG(S CONSTRUCTION GENERAL PERMIT
Implemend ng the details and spedfications on this lAan sheet will result in the construction
activity being considered =pliant with the Ground 5tabil ization and Materials Handling
sections of the NCGCn Construction General Permit (5ectlons E and F, respectivelyl. The
permittee shall comply with the Erosion and sediment Control plan approved by the
delegated authariby havingjudsdi€tion-All details and spec'nficationnsshlown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
E: GROUND STABILIZATION
Re uiredGround stabilization Timeframes
stabi Iize within this
Site Arm Desch Rtion
mamicalendar
Timeframevariatians
days after ceasing
land disturhance
ja) Perimeter dikes,
swalesr ditches, and
7
Vone
perimeter slopes
(b) High Quality water
7
None
(HQVO) Zones
{cf Slopes steeper than
If slopes are for or less in length and are
3:i
7
not steeper than e:1,14days are
allowed
-7 dwysfor slopes greater than 5V in
length and with slopes steeper- _- = -
-7 dwys far perimeter dikesr swa --
(d) 510pe53:1 to 4:1
14
dibdsesr perimeter slopes and HQW
Zones
-So days for Falls Lake watershed
-7 days for perimeter di kes, swales,
je) Areas with slopes
ditches, perimeter slopes and HQW Zone=
Matter than 4:1
14
So days for Fal is Lake watershed unless
there is zero slope
Mote=After the permu*mt cessation of €onstru€tian activities, any areas with temporary
ground stabilization shall be converted to perma nent ground sta bilization as soon as
practicable but in no case longer than ea calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner tc, rendler the
Stabilize the ground sufficiently so that rain will not dislodge the soil- Use one c f the
techniques in the table below=
yAwmrySm bWLmam
a Ta mpenre glass w" cmwrtd wri wive w
athv mL 1=yes end twAXIers
FF�c•caacdmK
a Nailed eroo4ai[Onho1 VfdMotts with a'
xahno. Ixlr fnwy Kruse. ,x j
s Npmpmt&Iy s4R11rd iur r olhermulrF
f I'lasIIG 41-eebig
PrYmeruut sbouleube
■ Fernommij^rss sick ^wowed wkh sceaw or
ct-er mukhrs and tKk f•rrs
* GaubcALk fshria such ❑s PCM3mra soil
FM derram Rt 15 Mg
• Hpdnlzx k%
f SFn.k ar GALlrr 1"rt=l ant p e n1kW crnr l
semh m ulch
■ u nrarrn Ln= mvn?f d stmu�rd 6raund coca
k0iGAOt w rwirai i!fmiw
i Arw-.urd I mo 94f dUCkw:o ,qr xt. F9phai,
FeTslnlq'Noft
■ F L Ird 4roclan zaArO pn3.uu'& hdnslr: m d
OLYA€RYLAMIDES { PAMSf AND FLOC€ULANTS
1. select f ccculans that are appropriate for the sails being exposed during
constructionr selecting from the NC DWR tfsf of Approved PA ff19 rZWants_
2. Apply flocculants at or before the inlets to Erosion and sediment oarrtrol Measures.
3. Apply flocculants at the cancentrationsspeclfed in the w DwR Ustaf ipprnvM
PA6f5fFfae Lrknls and in accordance with the manufacturer's imtrueti•Ons.
4- Provide ponding area fDr containment of treated StGrmwater bE'fDre dischaFgj ng
offsite.
5. store floaeulents in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENNICE
L Maintain vehides and eq ipinlent to prevent discharge of fluids.
2. Provide drip pans under any shored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. called all spent fluids, stare in separate containers and properly dispose as
hazardous waste jrecycle when passible)-
5. Remove leaki ng vehides and construction equipment from service until the problem
has been corrected.
6. Bri ng used fiuels, lubdcantsr caalants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
TIER, BUILDING MATERIAL AND LANO CLEARING WASTE
t- Never bury or bum waste. Place litter and debris i n approved waste containers.
Z. Provide a sufficient number and size of waste containers je.g dumpster, trash
receptacle) on site to contain €Dnstnictian and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless No other altematives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
S. Cam waste containers at the end of each workday and before storm events or
provide secondary contai nment. Repair or replace damaged waste containers.
5. Anchor all I Witweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
contai hers overflow.
S. Dispose waste off -site at an approved disposal facility.
9. on business days, clean up and dispose of waste in designated waste containers -
PAINT AND OTHER LIQUID WASTE
Do not dump paint and Other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts i t least 50 feet away from storm drain intets and surface
waders unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, dwtAwgentsannd other liquid wastes from
construction sites.
1- Install portable toilets on level grouncir at least 5D feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainabler provide relocation of portable tai let behind silt fence or place
on a gravel pad and surround with sand hags.
2. Provide staking ar anchoring of partabletailets during periods of high winldsorin high
foat traffic areas.
3. hmnitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sa nitary waste hauler to remove leaking portable toilets and replace
with properly operad ng unit
EARTHEN STOCKPILE MANAGEMENT
t- show stockpile locations an plans. Locate earthen -material stockpile areas at least
5D feet away from storm drain inlets, sediment basins, pedmeber sediment controls
and surface waters unless it can be shown na other alternatives are reasonably
available.
Z. Protect stockpile with silt fence installed along toe Of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access paint when feasible.
4. stabilize stxkpile within the timeframes provided on this sheet and in accordance
with the approved plan and arty additional requirements. Soil stabil ization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent cantral needs.
DNQTF CONCKT♦ mEmCUT
STRUCTURE PATH UNER
S
3.•4�. .
La +a�•�•r ..rs� rW
MIE
YC4i .]P M1G iV� I" im
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle nettled, hardened aoncrete residue in accordance with loml
and state solid waste regulations and at an approved fadlity.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence-
4. Install temporary can€rete washouts per local requirementsr where applicahle. If an
alternate method ar product is to be usedr contact you r approval authawiby for
review and approval. If local standard details are not available, use One of the two
types of temporary concrete washouts provided on this detail.
5. DO not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. starmwater accumulated within the washout may not be pumped into ar
discharged to the storm drain system or receiving surface waters. Liquid Waste mus-
be pumped out and removed from project.
6. LoEate washouts at least 50feet from sbawmdrain inlets and surface waters unless it
can beshown thatnootherahemativesarereasonablyavailable. Ataminimum,
install protectian of storm drain inlet(51 closest to the washout which could receive
spil Is or overflow.
7. LoEate washouts in an easily accessible area, on level ground and install a stare
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
S. Install at least one sign di recting concrete trucks to the washout within the project
limits- Past signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limi-
averlawevents. Replace the tarp, sand bags or other temporary structural
camiacnle'nts when na longer functional. when Lrd lining alternative ar prophetarV
products, follow manufacturer's inswuetions.
Lo. At the campletian of the concrete work, remove remaining leavings and dispose of
in an approved dispasalfa€ility. Fill pit, if applicabler and stabilize any disturbance
caused by removal of washout
HERBICIDES, PESTICIDES AND RODEI TI€IDES
1.. store and apply herbiddlesr pesticides and rodenticides in accordance with label
restrictions-
2. store herbicidles, pestiodes and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in cese of
accidental poisoning.
3. Do not storeherbiddesrpesticides and rodenticidesinareas where flooding is
possible or where they may spill ar leak into wellsr starmwater drainer ground water
Or surface water. If a spill occurs, clean area immediately.
ii. Do not stockpile these materials onsite.
HAZARDOUS ANDTOCOC WASTE
1.. create designated hazardous waste collection areas on -site.
2. Place haxardDus waste containers under cover or in secDndary containment.
3. Danatstorehazardouschenricals,drunksorbaggedmaterialsdirectlyontheground.
1 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
10�
KrKwWues below.
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PROPOSED T 61ECn;~�-
SEE hETd i, &HgET MO
PROPOSED EROSION CONTROL LEGEND
CQN$TBdD n0N LIMIT
-PRAV L ANU RP RAP UERLL @A$N
CHST USED /AEk
HARDWME CLOTH .AND G .%WL
HLi1 Pf 0TFCT9N
6+'L
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welob-do
TWCAARY SPOT i'AAW
OMMCOMTRUCTION
ENWARIi F
THE PROTIC114N
LiTTLX 'SUGAR -CREED
DISTURBED AREA = BZO ACRES
1'.
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BRIDE AND CULVERT EROSION CONTROL PIRAISING_
1) CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING
AND GRUBBI NG IS PERFORMED.
2) CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS IN
WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS-
3) CONTRACTOR TO DEUVATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLI NG BASINS, AND BYPASSING PUMPING-
4) AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL SEEDI NG
(SEE SHEET D-06), AND MULCH TO MAINTAIN A VIGOROUS DENSE, VEGETATIVE OOVER.
NOTES:
1) OONSTRUCT'TEMPORARY DIVERSION DITCHES AS NEEDED DURING CLEARING AND
GRUBBING, PHASE IN PROPOSED DITCH LOCATIONS-
2) INSTALL ROCK SILT CHECK DAM, TYPE A AT ALL DRAT NAGE OUTLETS DURING,
CLEARING AND GRUBBING- INSTALL SILT FENCE AROUND TOP OF PIPE AFTER PIPE IS
INSTALLED.
3) CONTRACTOR TO UTILIZE EMSTING PATH FOOTPRINT TO ACCESS STREAM WORK
LOCATIONS UNLESS OTHERWISE NOTED IN THE PLANS OR CONTROL OF ACCESS MAP
AND IS RESPONSIBLE FOR STAYING WITHIN THE DISTURBED LIMITS SHOWN.
4
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PROPOSED EROSION CONTROL LEGEND
CQM5Tn Kn0N LIMIT
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PROPOSED EROSION CONTROL LEGEND
— E C
CQN$TIT Kn0N LIMIT
-PRAV L ANU RP RAP 6ERLL @A N
CHSMRSED /AEk
HARDWME CLOTH AND G .%WL
HLE1 Pf 0TFCT9N
6aa
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loom
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II I -
TEW15CRA Y SPOT i'AAW
ChESTR enm MTAkm m
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PROPOSED EROSION CONTROL LEGEND
- F E
CQM5TMXn0N LIMIT
-PRAV L ANU RP RAP UERY BA5M
CHSTURSED /AEt
HARDWME CLOTH .AND G .%WL
HLE1 PROMCMN
64+4
PR[posm MA" C6rt4UR
f-kUH aASN KEY PROIE 104
PROPSTSM WN4R 0%7rR
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AP RAP PPRON
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OREMCOMMUCTMN
ENMARIM F
TRIM PROTECTION
d1ST REED AREA = BZa ACRES
rrk
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KTi6ov.-m i5 LaeIo14.
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c #s�
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PROPOSED EROSION CONTROL LEGEND
CQN5TRD n0N LIMIT
-PRAV L ANU RP RAP UERY @Ak$N
CHSnMBED /AEt
HAR-0WME CLOTH .AND G .%WL
HLi1 Pf 0TFCT9N
6aa
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r�aoruaFn YAfN4R caNTaLea
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Room
AP MAP PPRON
I �
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RMMConTRUCTMN
QlHtAkim
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GRAPHIC SCALE IN FEET
O 15 Y] 80
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PROPOSED EROSION CONTROL LEGEND
- F C
CQM5Tn Kn0N LIMIT
-PRAV L ANU RP RAP QERY BA$N
CHSnMBED /AEt
HARDWAFTE CLOTH .AND G .%WL
HLi1 PROMCMN
64+4
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tx1h1 aASN KEY PROIE 104
FROP06ED WNOR OSNTaLtlk
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zz
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IYPpi' tM CIKf
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Fh.IIX CJfIX OIW, TAPE 9
Room
AP MAP PPRON
I �
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COKSTRUCTm MTAkmgz
TM PROT[MN
DISTURBED AREA = BZa ACRES
6
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f
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PROPOSED EROSION CONTROL LEGEND
- F C
CQN$TiRkr n0N LIMIT
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CHST USED /AEt
H~RDWAIPTE CLOTH .AND G .%WL
HLi1 Pf 0TFCT9N
64+4
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t#UH 9A9N KEY PROIE104
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Room
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7 W

PROPOSED EROSION CONTROL LEGEND
- F C
CQM5Tn Kn0N LIMIT
-PRAV L ANU RP RAP UERY BA$N
CHSnMBED /AEt
H+RR'r+'%rE CLOTH .AND G .%WL
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64+4
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r�aoruaFn YlN4R coNTwA
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Room
AP MAP PPRON
weloo-do
TEMMAARY SPOT i'RAW
mmm�:l
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TRH PAOT[nolsi
d1STURSED AREA = BZa ACRES
MATCHLINE STA 178+00
SEE SHEET EC-9 5
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15
PROPOSED EROSION CONTROL LEGEND
- F E
CQN$Tn Kn0N LIMIT
-PRAV L ANU RP RAP QERY BA$N
CHSTLMSED /AEdL
HAR-0'WME CLOTH .AND G .%WL
HLrI PROMCMN
64+4
PR[posm MA" CocT4uR
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PROPOSED EROSION CONTROL LEGEND
— F C
CQM5TRKn0N LHJIT
-PRAV L ANU RP RAP UERN BA$N
EHSTLMBED AFIEA
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PROPOSED EROSION CONTROL LEGEND
- F C
CQN$Tn Kn0N LIMIT
-PRAV L ANU RP RAP QERY BA$N
CHSnMBED /AEdL
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PROPOSED EROSION CONTROL LEGEND
- F C
CQM5Tn Kn0N LIMIT
-PRAV L ANU RP RAP QERY UAW
CHSMRSED /AEt
FWR-0'WME CLOTH .AND G .%WL
HLE1 PROTECT
64+4
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PROPOSED EROSION CONTROL LEGEND
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CQN$Tn Kn0N LIMIT
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CHSMRSED /AEt
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64+4
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Room
AP MAP PPRON
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RMMConTRUCTION
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PROPOSED EROSION CONTROL LEGEND
- F C
CQN$Tn Kn0N LIMIT
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CHSnMBED /AEdL
HAR-0'WME CLOTH .AND GR.%WL
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r�aoruaFn YlN4R caNTaLea
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Fh.IIX CJfIX 0/li, TAPE 9
Room
AP MAP PPRON
I �
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PROPOSED.10- CON0fECHONj-
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PROPOSED EROSION CONTROL LEGEND
— F C
CQN$TRU n0N LIMIT
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CHSTLIRSEP /AEt
HAR-0'WME CLOTH .AND G .%WL
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— F C
CQN5TRKT10N LIMIT
-PRAV L ANp RP RAP QERY UAW
CHST USED N9Et
HARDWME CLOTH AND G .%WL
HLi1 PR01ECT9N
64+4
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CQN$TndD n0N LIMIT
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644
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T. THEGSHTRACTGRSHALL 61LIGENTLYAP&
GO TINu01_LSLYMAINTANALLPk'&ETERD&OM
CONTROL DEVICES AND STRUCTURES.
2. COORDNATE VATH EROSION CONTROL INSPECTOR
PRIOR TO REMOVAL OF PHASE 1 EROSION CONTROL
MEASURES.
3. FOR PHASIEED EROSION CONTROL PLANS, CONTRAC:T01,
SHALL NIEET WITH EROSION CONTROL IN49FECTOR
PRIOR TOC7AMENONG WITH EACH PHASE OF
EROSION CONTROL MEASURE'S
4. A99FQIL9 AREA 44 la OFODUCHT TO FINAL QRFME.
CQNTRAQ'TQR UHALL M4NTAJN 9EUIMENT SKIMMER
E6.51N AB TVELL A9 MAINTAIN MAXIN,1M DR4NAC,.E ARF .
FLO WIr4D TO EAMN.
S. INSTALL INLET FROTEDTIDN AND OTHER AFA&JRES d.4
SHOWN ON FLANt.
6. GRADED SLOPES AND FILLS ARE TO DE PLANTFib ON
PROVIDEDvnTH PfMF.CnvF Cfw9k SUFFIC{FNT TO
RESTRAIN EROSION YATHIN ?CALF NDAR DAYS AFTER
THE COMPLETION OF ANY PHASE OF GRADING. ALL
APEAS UPON WHICH NO FURTHER LAND DISTLIPBING
ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED
OR PROVIDED WITH PROTECTIVE COVER WITHIN 14
CALENO.AR DAYS,
7. THE LAND DEYELOPMEHT INSPECTOR SHOULD BE
CALLED TO CONDUCT INSPECTIONS ON STOW
ORAKAGE. SIDEIti'ALK5. U141yEWAY ON 9TC1W
ORAHAAE. AND SIDEWALK9.
8. ALL EFdG41QN CQNTI}gL MEAMSEB 3HIALL RE
rQN$TR11"TEQ IN ACQQRPANCZ WITH THE N.C.
ERQ5KQN AND SEDIMENT ODNTRgL FLANN F'1Ci AND
DESIGN MANUAL, D.S. DEFT. OF AORIOULTURE,
MECNLENBURD COUNTY EROSION CONTROL
ORDNANCE, AND THE CFWRLOTTT MECKLENEIURO
LAND DEvELtPHENT STANOARDS.
9. ttLL THE WATER ❑uAL1TY 1NSPECTIOR TO SET uP A
BLIP Kr-C�INSTRLICTICIN MEE1Lv:> �1r.,1 ':;
STARTING Awe YK -W ON ONIPS. ' I F.
TAKE PLACE ATLEAST4hHOuI,' I`L
CONSTRUCT}ONI ON ANY BLIP :%,I' - IhLL IMF IL:C TI IL
DESIGN ENGINEER TO ENSURE L•.:a1NEER L'r_ OT}Or%
ARE PERFORMED AT ISEv BMP IN,g7ALLAT10- 11iASES-
10. THE DESIGN ENGINEER MUST VERIFY AND LEFMFY Tr'
DRAKAGE AREA 1S PROPERLY STABILIZED: MEASURES
ARE IN PLACE TO FRE4T}{T SEDIMENTATION INTO THE
BMP. THE STORM DRAINS. NLET9 AND PAV"ENT HAVF
BEEN PROPERLY QXANEP FRIQR TO £QMMEHCEMEN'
QF WAS QQN VrRVCTKpN.
11. [QQRDINATE WITH ERQQIQN QQNTRQL IN5F Q7QR
PRIOR TO REMOVAL OF ANY ERCIBIDN CGN'TRGL
MEASURES.
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cgm OR [EAR]AM PERPENDICULAR CURE RAMP
oWITH 2'-6" CURB AND GUTTER io.31n1
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oWITH 2'-6" CURB AND GUTTER io.31n1
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rcum in
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cY LrOCI1�lYYLtuWri Alit
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Ief iBdCJai
-ancc
{vYR+Cirb
�� V �1F9
ttrae'wt 04mo-
OEiLYI~Ji89rpi
Ll
•
• oV o
.�
I,ri14 I 1,-
PERMANENT BOLLARD
SCALE: WM
r- �em. rwL,bAx.,m,LL,LULIr.>..er1 u eoe eF t,F
! os.i B,ex iLltlfp6 1P nr, I� IG omv,re.:amrL
k I+T.\LT: +� •,�C�YY R�.4 RP[ AWL � � +�
{DOYa Wa: W1ALm� 19i M X]L'mF Sle.
i StaY W! bx A•L•� n� rr � �� dti� �
�OIIN.J T.•A.F � Tl'IOILLY MI M,11(rf IIL IIYr. M
rlr�wi.c1 a k°1'wrrr°kw. �xy.aea� u�rAcc a
pae IloFe q
Fa
ram
rx�
tL0•L to< rw
kqcrr
BEGiEtlGbILd�E0h6i8
F C:rxl =
CITY OF C9uwm PERPENDICULAR CURB RAMP WITH
dp NAIL Du"M T MMfw(Aj wtTD® X1 m 1 2'-6" CURB AND GLITTER
1 C'.31 7
r J1Q1�
v p X[�IW W h �
! IYTtilY Y � A�tl l +•tea � caw M 4WD 0+•N
FI
mrFln�'Rl nt �walr,rrlm
1 Mrs �- w•Y -�.-Y1aeLLGKIt
4 L,•l yew,
AMYL 9 IYP t Im\�
erl ei ffM IYJ! la riot
ir.W.L_qr a rM ar Irc.r.>ti
ItI�A
w
Ramon
1$114
0
�FMP� MEE
fEli.l Jd.T I IrtR � L � I��
!rf P SrF yq�
tip
P.JIiY.]'>kr
�
I�'�
n ark
�eLLLi
Iu B .7
•J�
��
rL.lrru tw a i.er¢
ldelYY
Eawrmr 47E'N T47N5w1 ar.rp BE1CT161
II.krU W wl
R Tl01 IyLLY
� Xra
Kr eEWT5WIE
NOT T
SCALE
Ll*jcmanrmpm
ujmmcym
PERPENDICULAR
WITH 2'-0'
CURS RAMP
VALLEY GUTTER
Fv NENt &OLupb
h�
". �.
t, rw •+r'r•htEm.a-Nrrexcrluxs lu
Elw,1tTO11Lu
EDGE OF f•.SYE.E.1 OLLAPSIBLE hbukku
r"•i i a1di next orruut rleuw
MRICk5tfw*ffaA wr+wur
Ori!a".
i CMI1PR&Aftt11A w1 m
MYAbM WTW_O6LwrrY r Ito ru uu
Y+ee+1..61y Twe6bRAAGTOk151
LdROMIT 6e1LL1•Ur rfe.
F rELLOni'fxrlT
MuXA
IfLLAIFI TOOLLA A6Rv5twhoxs ur
titi I aYr k1• i iM+
'h.L WNW IlM&VDwruxu wuI ult
-
iTJ/tLE:itL`l1RS/ul I
- wTEfalrE
trr FenesrLLw lwux,: wekwc'nc
EUME OF PwvEMENT
FvxixEra7 MLL 131
BOLLARD PLACEMNT AND MARKING
SCALE NTS
r
ZEAL
136eLe
t
O
ifE ElF'1444'

{ooaL ]ai to,r�u. Tap Rol
Frus " Rosso hM LT�q.i
w,rt r� Per NYhi G Ns 10o]Y
.arru Sax Luoho
hl Tap A.,—.. T.
lnur kavpnuol
Fnu wn di. No.,s�r s'
iv ruro iax •.._a�
I.Nrrusax SOT�hn YxLryon
Non ooii.00
hi A., huarx T.
i.J cpuw tonoa8l iaS TopF�o
SNJ <W FruN tYNriasnFrLcoo
Fnu Mn dca Xa ilr35'
Hsoo T.
.W
SFn pYl Loy Y.a�y T.
SONaL iarl' r
Pxxn il.'+9811nara My
b
i Nip-N:. wo —Gr_ Yo
'
1
rri`Ll w�txae w.
su JL35 Giwo i,
NITrBLr Por.
�1'9'Y 6,L`
y,
ALnl PLuwixdFxt Lora
V F.—W". A,,r0.4
S:u L.rurir.I G`Sowon NMa Pao
IONaW IH Ai
I Mr"N. Yoo.n Fa
1,. fi MTl 2r .h uLl.W
txiL,aa Fw.l
]o64w� FW Avcr+. r�
{rH�Y /1 hoar AOSO L4nxx SIY
Fnihnl Go. Na , as.
Yo rvaoo to Aunioou an usG
SunNo �lFcva
{.roi�YY.
;. roo hlxr�l.._. it CxyL,a.
w. VY— ol]P,
x 4Yon 4.i
SECTION
u41 hTi
r rra
sTxl
P:u H•GILdL4Yii4oww Psu
cu, Lw F:r.
HH PL {rr W
of Gno Fnw
G..
Goa Fnuo ru G,orr
Tangy Puu n or.
�' Faarr Noao
G NPw. a,L Pwuur Gio�o r Eau
Qryr.l
G6\to-F"
9: r �rca-.in irwn hn N�
oa
- P.w of Rorat.vq Gtw�su iwn For.
Gaw 3ip'rL
Yox
01 Vl�Fx i�.a
IV
DETAIL
[ di
kU
w
TY
T4�art'
' Ta.c F— Ti RY
rneittr.e Ta � Fruit
I 1-..,:t..l.axc.r, I I
1 BosSJb�L.a Frru —
REAR ELEVATION
. s
SAFETY RAIL
SCALE Mrs
2%kW. E,
WELTION PER PLAW
R3'
SHDIILQER n
LANDINGAREA
WULT"JSE PATH
— — — — — SHOULDER
LANDING AREA LAYOUT
SCALE Nrs
2
Iraz.Y
Y41 PSI Cuw,w
Paap LLo 0..1 A
12' WIDE SWALE BRIDGE
PLAN M EW
'=4
{ wir o-c rst-
SECT13N 8.8
17 VAIE SMLE M[r.E
w� aLY�NT I EEE3E31H MATI€ N I -11. -r— 1
xt�
e u P�roxasx�
SECTION A -A
II C+1Y_ m2x CGFSII CONERLU.
t. {Y.WWGTG aUO TOM A NNPLY dF d' Ix ICX. M MURG4 T4 T OF
4LLYJIaa u Y1hY F FLACc MTAL P AA
]. TVJF❑R VYNORM n� IG WW W LR Ell 4.LL4 02TAiN
PLA{G muraF nMNGxc 0CRRL K FLh O, CCF CTCR LNLL
iu WIr PFICPowo9+14hriSuY TAi N FLACc WGTu FORK SA nnf TL
AN6 SxCNIIG SCHWcT8 Qqh GGR FM FFnrlAL. IWPOFh SNC M
Sxh-- GG RGN O456!FTGk CONCkG, , "',
1. WpoIXA iiam, of clwAmm Ncrl why M FLACG Fp %LNLL Yc
Fw IEf WRN sx: cr wur Y1 n Al iS6
5 w%s WLNCLWu."�F4k x-114 EkCLCLMuhG1>addGj
i C rkri T4k I51;Q-RGG"G aa4 ch TGGTiZh9G VC MFYAN
!u4h.•LLc S4L YGh� xG o ESSURG OF I� NSF AT TNG G]IN: Mo E
Or L8AMxs iF"ur;PGCmo r}P irYKh l}NGVM CCM T
rxc GNOh GGR ❑F �;C"n ZEFCRG PROCCGOM
i. C4rR T4k T4 ttLiLtxwwRN Q mmR r6 VOOT CGNTGR 4F
S"Lc4 DGG AN} iGAI GLGYAnONG WFl EM
1. OGEK'1_A G2u NC4rK tTGOYATNAWx o NORuu M1a GLOPS
4F2d T4 ALLM FM 43FlYLG 4F RANWATGR ON TNG' ALE G�GG.
CONCRETE SWALE BRIDGE DETAILS
TE13T T7 SCALE
SIR'. a m RIFFL "
1iG01° IIE1� T4 ETIO 91P
LE" T�
IEE'L1ED EM CM �
I^- mcwwm S7EEll
I amu rrrriu
won t5a sw PLN Tw i WFIE5 M EUIE PfA0 T1P.
oEiAiLAa�
]' Npu s4Nwq 4' KCK SIX 10
SEEFL PWE FnM RM
• �"4�� nowLs�E1E Emlwac
• a5m P51
!.. t/LMX S' Od GEF.►LY /VS7 f3 AEOL!<E&?
SET IN S' DEEY r rs' L14l. {YjYe, 'G7rMG
PRCrYLo ff.WS �Wr: LLPIFP Tfl
L1'FM PC61TX YA
t COTES DY W—WE KED'ER PCGM TO SECIAEE
■EYED KEEPER POST99JJ1111LL BE 4r SCE i4 ' �F
PmT LUEr41m W'll. IAYIi' FR}6JG 4U SNALL
Motu" tPm m SEft f arF .M ffird IOE94M
AV:7 PER AMU IrEl7EF MP SFL AWL£ FEE BILL TW
f{ GP
Y. SGH
STM
pc m
osre
—fI Il4�f
WE YIw
n�
h4w'rax
►rJer Na Jt IaQ IrIOFI
0EPAffnmEY If l"sr
METAL GATE !�
DETAk
�. yyt• w.r .F p
f
MAL
E7di1S
ifE ElF'�44'
i

rV6 Dk mw fa V aw Yo uoax ,YM AIF �+n a �01
ro Y Yv�o .. M1L gym.
o�r xypisrpw"� a x 'inn u� 's��4ro
oWAf �1. � I[�F �11* �4�P pip +� '•'r GNT�p4 4�
� 'Y�pr�plpp�uq!�4n.S�Pl�aa4w�plr yN¢�roq�h�o_M�
M4 Mi a��SiIIIE/fRGlk IE[ YY� N�AL lflwll�M �6
� �N�M 1®AMbOWALL WGiIW SN�F WYQ N
a u InNAr[ roh ih2M1![ tl Y b W d: a51m�
x � wpo a AL 4�4 1� bt �� r r•T AAA
rwY4 !w4 Yr Y ..r.rw
L � os b oMd � M �o•� a�a b M a,�
L RLk +�L IwY� Y: YmuO 41 dtlM[m l��Y�[ AAEA 1J
"119Ei�1� P � 4R
�R r1 �� I1Y � P •R�1 V � PIY4
� urA rev.rx � K Yr�ll AY ue`b anr� �v. ek
axaws Y�IrF mr .� Yg wArL ra ova o-n
•wu � �
• rF � 4 W � 1i iris i YId Yit tea•
Mwa� x
r awrrr�,
�••N # iIYF
I ILLXD DEMP]EW STLS�AfliBl RIPF2A OTi iER THAN AT SWIM
APP014 AT PIPE FALLS
DETAIL 1
SPE IT❑i
{ Nm to Sale}
Fro�Y
❑ittl5
Nat r I 9g1e
rbu0
d
Min. d= D.5 Ft.
FROM -L- STA. 100+48 TO STA. 101+21 LT
FROM -L- STA. 101+42 TO STA. 102+00 RT
FROM -L- STA. 102+00 TO STA. 104+00 LT
FROM -L- STA. 110+50 TO STA. 111+00 RT
FROM -L- STA. 124+75 TO STA. 126+44 LT
FROM -L- STA. 124+75 TO STA. 125+50 RT
FROM -L- STA. 125+50 TO STA. 127+00 RT
FROM -L- STA. 127+00 TO STA. 127+78 RT
FROM -L- STA. 127+25 TO STA. 127+78 LT
FROM -L- STA. 128+00 TO STA. 130+25 RT
FROM -L- S FA. 130+25 TO STA. 132+00 LT
FROM -L- STA. 224+75 TO STA. 225+75 RT
FROM -Y3- STA. 500+00 TO SFA. 501+28 LT
FROM -Y4- STA. 602+50 TO SFA. 602+50 LT
FROM -Y5- STA. 700+25 TO SFA. 701+90 RT
FROM -Y5- STA. 709+50 TO SFA. 712+25 LT
DETAIL 6
TOE PROTECTION
{ MLa Tu Scale]
NAIURA
GROUND �-6—.}
d= 7 Ft
6= 2 Ft FILL
SLOPE
Type of Liner= PSRM
FROM Y3 SFA. 503+60 TO STA. 505+12 LT
kTorwTe p,.�
pprq.xm.
C
DETAIL 2
SPITCH
{ Non m Seale]
Fro�Y
❑itJS
Natur I Rope
rbu0
d
Min. D = 1.0 FL
FROM -L- STA. 107+50 TO STA. 110+50 RT
FROM -L- STA. 109+80 TO STA. 110+50 LT
FROM -L- STA. 117+00 TO STA. 118+00 LT
FROM -L- STA. 128+15 TO STA. 130+25 LT
FROM -L- STA. 147+81 TO STA. 151+00 LT
FROM -L- STA. 151+25 TO STA. 152+75 LT
FROM -L- STA. 153+50 TO STA. 154+75 LT
FROM -L- STA. 179+19 TO STA. 132+00 RT
FROM -L- STA. 200+75 TO STA. 204+70 RT
FROM -L- STA. 211+00 TO STA. 213+i0 RT
DETAIL 7
STANDARTEMEDUCH
{ Wort to scale}
Nat.ardl Natural
rout, ou
d
C,eatexdle B Min. d= 1 F-,
Max. d=:. F..
R= 2 Ft.
Type of Liner= 7 TONS CL B Rip -Rap
14 SY CEOTE) FILE
-L- STA. 106+75 LT
Qi�l
wffAE8iJE
MOM
Qi
Faa[��aE�r�i�ir$Im
E�.
W"
W"
W"
!ram
l9iym"KEEwc-d
W"wiFillION
""W"L"LaWf."L"Ems
CZ&d LJEC1[[.d1YS.L7[[.G1�:33[
d
E�LF��G.��CdC�F�+CtiR�
C NERAL N[WS
�� r41�r Am01 'TNf/1R dAA01 rill R4L.4
1 IOI9110 Mb •JYLL tL POE F M I�Om om
# I�LMt/tLD Odr[i!h rt! d Lid vrrQdk 1!N
/lYtliti ritrL i/de L TYl 6
JL m w ]EDO Pm {91 5 91mY.-iL
a. 44WK TDPOK CA ~ ,Cn* V ,rrcT o0 H%74h.
S rlK,rit ahW*e On mL AW At OrrhL o uts7rix
i be &NOM05 to 60 •mbGhbm •J 9JWW LLT Af1ft
' M %wil r � Yµ WE agrurw wo
7. Na W R' umb rr paw rw qmw btu w mr.
fNh tnEwNOT T
cry 15� c6hR10Tle FO SCALE
LARED END HO-ION
RKLEW{wwmal 12" -HRIJ 72' PIFE 20.,2
DETAIL 3
SPE❑i
{ Nato Seale}
Fro�ItS ❑itJ
r0u0 �•
d
1.5 FL
DETAIL 4
SP TFCH
{ hm to Scale}
d auli
Natural • Slope
cTcm
Min. D= 1.0 Ft.
Type of Liner= PSRM Max d= 0.5 Ft.
FROM -L- STA. 177+65 TO STA. 179+19 RT
FROM -L- STA. 214+0D TO STA. 217+04 RT FROM -L- STA. 184+25 TO STA. 167+30 RT
FROM -L- STA. 217+04 TO STA. 217+75 RT FROM -L- STA. 187+34 TO STA. 190+00 RT
FROM -L- STA. 196+911) TO STA. 200+25 RT
DETAIL 8
STANDARD V DiP:H
( NOT to scale)
Natural Natur
Crourd am
D
Min. d= 0,5 F#.
-L- STA. 101+42 RT
-L- STA. 117+94 RT
-L- STA. 118+10 RT
S -A. 127+80 RT
-L- STA. 154+75 RT
-L- STA. 501+01 RT
DETAIL 9
RIP RAF 0-EFFBAWMENT
{ Nul w Scale]
id'm in. _
Ditch 1,4'mi 1.0'
Grade
GEOTEXTELE
Type of Litter='Nell-graded mix aF i4
B, I d II Rip -Rap w Gea4extile Fa K
-L- STA. 101+56 RT
-L- STA. 110+50 RT
-L- STA. 124+75 RT
-L- STA. 125+50 RT
-L- STA. 127+84 RT
-L- STA. 133+17 RT
-L- STA. 142+00 RT
-L- STA. 143+48 RT
-L- STA. 147+84 RT
-L-SFA. 151+28 RT
-L- STA. 176+13 LT
-L- STA. 179+36 LT
-L- STA. 184+56 LT
-L- STA. 187+45 LT
-L- STA. 200+65 LT
-L- STA. 204+85 LT
-L- STA. 213+60 LT
-Y3- STA. 500+&B RT
DETAIL 5
SPEC rr❑i
[ Not to Scale)
Frorft
Natural Shpe
roar,
Min. D= 1.d Ft.
Type of Lirwr= PSRM Max d= 15 Ft
FROM -L- STA. 123+75 TO STA. 124+75 LT
Y
Cl

iiiiZ= .Y .. .
T f .li
]P. f4, a'S i , F' +rrY+T�r a w +IL 4L+n01
] Y�rnwO a 4wY8 M u W114 i �t A �, VrlhJi
x �•
a n.v.T rraa,u np� VR +W PYrI V . +
ila1 a.wan
+4i wCl taLL �4,�4,�W�/1S# 1� Wi4 r¢ ti.IR+ 1�9P {M ER �.A/�I
„•'w w{_br1 iW�,l aws ��{,Ya T` r �W.fir•
r-
Y'� +5F !~r
w
RSf L'a'Fra
TOM OF :111 LLE TREE P-JrNiaHG
f
LAND C[41:LW1$NT STJYNVAq}S (fd2 SINGLE AND MJLIIYSTEh1 TREES} � 0�
1 +fwLL os,aia�m �.5,n �
nna ww
i ur {,I.ww .. rer•
a m s a� +ruo
a � aa.+t �a/Yw aw rni
.w rur� {n1Yt•. 1apY.r
•= �m•n.w +•n
..W.aYa
TO" qF PIMEI&LE
i DEW1€11ENT STANDA S
INUIVIEIUJSL
SMALL SHRUB/TREE PLANTING
ftMTPAZ M STOUT b4iT-#-■Ay
ans■u .nmc
u o�, aw •vauu n�`.. �o- shma a..m a�r.F,: .air r"r.'�r.'¢ eR,: a�,�°j'}y ',"Y"'rFu�: x>...
i�'�i,,.tx ii�+i a'Y•K �°�`txr�r.�, `�'o�¢�.+rrti� x wra Km' ,s vw3 oow�.r,r �K2
�Ki1Y�.WK rary�19{ r, 4]..i[ +Lp R+4 �G.+rN4�4 {a.+i{r x{ ny P •mlr +P aprnuuY �PI�4� Ra+4� *,a,,,
p�v .r � u•ni rwn i oou.a .
sy��q�-��., �i�q�wa.P.. aei.er +a ww a� �ee� ra •oo-ra.a ��w �r-r-r un' w�.,rx ..a urt--�
+��4i-rS�1R �[ rCLL� xa, 4 S w�wnc. w Yxl lo�l d it hi i5 Ja�Bh 84i1� lauaax,s
SMhMi[ P1'0.�5
lCY. W i.'YSLWlQ�■!
•Jx xwa�.1y{qnarocxrr - EOCL ro tiio-•sw x *¢a ro ■ .� ar ac rows �+ax
RwrwS aWh'M��W P rar,arv� . vaao 1• �.
r.•�P .TGf�4
M1,a aw. ♦rShAx
.. R T{ +YAS .PSf�41 �L ■ r'[«SP M nR n.r! �+a Y. - m aonq
TCMFi OF PINEVI a TREE PLA14TWG-11i
uwR dE`tP YWIT 3baaRiARS (DRAINAGE A14D INSPECTION)
ip
� wrw+a+.s F.wf Jta i•u. r.r .u.ne v ru �[ �aettro, n,a[1
LAID 1XV`LUFNEfNTLS N DARDS
TREE Psi i
191 �e •8� hiw Ri llba4 � m+-M ,r 1•+5Q
.vatan ��,esc.R {anK,■nr..-ax iwn
Y•x, a�a, �w. x re,l ia� au r ar+ r�w�r
onwa� +w ,� n r+.r»K vJa via Ys vn
taa�. aaz �Rn w. M Kacia
il�Im 8YL 11��
a w
*MR4PR
rM
ACCIE -ABLE
ii DELl
Iris 4-..m.r/
TOM OF Pli ROOT i DEi
LAIN 6EVELONENT ST,1/CARDS I (Tog IepgT i {OMOITKN )N 1M i H$j
� iCM+, FhS� �N60r
�rutrJrp RY' NSTNL
i h+�rF[i P+LS 1 FJ„L 5r
•• Mhr7iy'NRSY W �. Y Y
4m ��
Eu■,orb`
" rrpl[u h aufr� 6 [[ r,uY
5tin J�
TmcAL am CFlm aF�c rrnre.+u RJLII Put Mri W •rJ
WN OF
j ILW,tLOM dIX54p�EMiE51ANDARD5
$wIRU6 I'l-ki BED -- --.

I�NFRAI N87FSt
L IIf91kLY O6It[ A SWYLef
eQ1696X AR16hO�IG il!
I�ET
2. oe,[ }TOOT STm rftlS 2 Ili!
Ilia 1W NO" 9AWbh"PPQ K
WAFT. Vlh" Pip n 0MY rgyxp
M �3 ,Ta IaLT. A
a10Ma1 Or 1 M1 TFI/TL
i SIIIRa116 M � AIM �S
TI* IL•/LM/R R011L moms
TTE ,ME iT TIA .ro W p
PL
OTS TIl TOp, 3-IW YTp
OF W IL/DL h 2-faPT fLIJ
Or Tf w1lE IIE_ kp4" hE
ow ft cOe &Kko /Tl Is
IIX9iO�.
. 0.A6 aux mhY 1w e p
Eel °TUFT -0F ` T' 6-*E
h FPdrr ar x woes
!/aM TI! !R A16 310em m
hu' Ell OWE
S VQ M OOIII�Ila1G OhVI•R
AGOAKWO wS 8iE61 DWEWT.pOG
rsraaol roues alrouTG
o.cw.41Ya
a o:uvaT:T Tw Mp CIIapgzLY W
STAR.12m IT R YIOIMGe\R
IIGmT h TIRs �#sT -
�m \ rrlolro
49-QYJW tYJPa
Q•I Omom
CRY OR CEdRTARB I
41Ad[R � HARDWARE CLOTH AND GRAVEL
D�APIRRT INLET PROTECTION
MwR x7.aa 1
%r MMMMM K! dEYa W b=ftC W n H,LjECT La &xw
I. IRiPI tngn pm IL Apm*i7D IK Tic Off aTwwaTeor
To MmAonft
FkM aW WW GE RaMhrPd MHM W E NPOLM AT T&
p1aY'al OIT "
#MIM MRP ww" NF Mom RIM w PMU op;u km
CIPfi T F 91MNp MR.
ik BMOR *s94r � OLEMM OR REPYAM Clu A FdMAM
111M Rtlr RE YCIIE 1LYN Ir4F FIMl ►7 AW }IEk
e- ra7M WeS laar iE �1+� �+y X bait. AFf df T 0 M.
/i L9w M UUM "AMR is w Paum
tT r!
lhll
4�a ws
¢�
>7mla�Tttl 16LY6'iP 4� w
h
a•u wsa r cur�+Th
h
h
4J9Q
SECTION
INSTALLATION
HOT TO SCALE
n�o�Ireoae
CATCH BASIN INLET PROTECTION
NppE6 Y711L01! �
3U-15 1
kEYj**nF fp W MWL AT
TCP OF SLOPE
12• YFL
�/il4:i M0.•
W WL sftcbK rot
# I l
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MmAlim Muml STABILIZED CONSTRUCTION ENTRANCE
FOR LATE WINTER AND
1a�aY
EARLY SPRING:
+wa++ortkowmn OF W& TW* OR APRY MW WOM VA;4 p +7WXTMM LOMrr4
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TTIF QIK M M tM*M [ iyMpll�igh FrfiMb % TE"N 4M M OEII+Tq 6r somw 9r ,I.i1 GWM
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CONSTRUCTION WITHIN CREEK BANK
��r�IM SUNoaVOR USE
ur" Coln cMnsSncs,
1 LR1 rm i70LM a! 1 4 NJrf CRbSWN dic CULVERT OdifST1 1CT1414 0
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPT10N
STAIBILIZAT10N TIME
TIMEFRAME EXCEPTIONS
PEFE4EER PEES. 9'r0.ES" EWTCB#S AND MAFE5
7 PATS
Now
Hlpi Q411Y,JTY WATER (MM) =M5
7 DAYS
Mp#
SUM STEEPED THAN Mr
7 DAYS
F SUOPES ARE E7 OR LESS M LOOM AND ARE
r SiED'ER TEWI 2:1, 14 PATS AID ALL0WE6-
SLOPES .kT CA FLAt1 M
14 DAYS
7 PAYS FOR %Q%-S GREATER 7HAH W IN
LE►ICIFF.
Na oTwa mwos '/r111 SLOPES PLATTER TIDY" 4o
1 14 DAYS
NONE. E11 M FM PEAIYEMS AND How !ONES_
i
f
KrKwWues below.
Cal I Wore you dig.

81Ais1 41/NNEL Y
DIxDGE 4xT ftL
SURFACE ROW uS! LmiWuY ii Ix bAbiETER ExCELSH}R wATTLE
P. LN.! #AT. STAKES WITNA# IN. Br#III. xGwiwaL
� � 0 CPoOSS SEtTION.T18x.
ONLY m9TAa.L wkTTLEl9JTOFNlIGNT N dTCN SB FLOWhim NOT (f
'p
WASH ARKVIxh WATTLE AxO SCOWL MTCH SLOPES Awd%E BIRECTED
A mMALL A IrxiYuY OF # uPSLOM STAKES ANh a b6"ft-OPE _
9rAIKESATAx AxGLE TO wEBGEwAThET1J-90170MOF81Td1. 3;7r
ode Or rAVemi!Nt
hRBLnDE STAPLES WALE # u.i25 IN. hwMETER STEEL WIRE
5 } EAG EL.eLoe wean FOPmEh WO au Sr PE NOT LESS. Tr 12-Ix LENGTH t}
' A NMALL STAPLES AfgPR6xivarELr EVERY I LINEaR FOOT ON
eO rH SIDES OF wkTTLE A b AT EACm Exh TO SEGLARE IT TO THE SOIL. ?
y �winx V
■ACR i4MALL YA77Nu Iw ACCDRbmCE wITH SECTION idii OF THE
L
eLare 9rAmbaRD ShECIrIDATION3 r } 3 F
R
ISOMETRIC VIEW
7
"MMATTS,
YeSLore
life aRTVRRL OIEbLINO
wRei A IN&ET ■ A EXe L4rG
— RAge
R TAIL! E1 mSLBA
eTiaF!
GROSS $lGTION sralsc
Y!! MTGN
w ur6Lore fLLl7l�
�J TAKE NATURAL GROUNE
11011 MIT�• In
6
NOIE4 MATTIX 2' E1 mvLOre
A. CMTRUrT STREAM CAOSsMG WHEN ROW IS AT NORMAL GROSS SPCTION STARE
HAS1710W. TRAPEZOIDAL DITCN
2. MHIWIZE CLEARNO AND E%CA'AATK" OF STPEAWAAWS- DO TOE VIEW
NUT EXCAVATE CHANNEL D rr9kt
.A INSTALL S=r a SSG NTWk7 0.IN T+1TE STRucn4N
a. MFINTAH
AbAa DOES NOT ENTER EMETIND tHAHFC— G Ag
7. STLL&uZE AM A=SS IIAIYP Or GLASS 0 STW TO TIE WATME DETAL
T•
a# irk
EGO# OF TW WUD MA. r
6, COINTIRACTCR SHALL DETERWINE AM APPROPRIATE ibW p
ANGLE ACCORIIINC TO THE EWIPMENT UTILJZM. Ley
a Tawcmw STFFJW CFKMNa - MW MAT ON WE C NN E-8 I''
NOT TO SCALE
a
a
j=
T
o _ —
0
c;OmSrP!uOxT STREAM CAOSS;I4 YMEN FLOW IS ALT NOibuLSAMFL
2. RvNIWIZE CLEANING AND EXCAYATIOII OF STREAWSAWS. DO
NOT EXCAVATE' CHMNEL BOTTM
3, IN57ALL 5TREAM CROWING PUNVOICULAR 7Q THE FLOW. � 'Z
4. MAINS rrROB51HC SO THAT RL�IgFF IN T+# 99N'7R41G'IIOH �y
Ro 5 NE}T ENTER EXISTING FfEL_ CHA".+
& 5T AN ACCESS RAMP hF n-ASS 9 STtW TO THE: {�
MW & THE MUD MAT_ { 1
In. CY1flAACTOR SHALL OETERYINE Aw APPROPRIATE RW �{'� 'z R"I
ANGLE ACOGROING TO THE EWPPAENT UTILJZM.
b TEEPORAW DEER STREAM CFK)SSM - LM MAT ON LITTLE SUGAR
NOT TO SCALE
e to
�r11r1..--�.JJ1rlr f+l
s
x
MrKwAue5 bQIGW.
Cal I Wore you dig. T _

�. g1EML*
oipF 6rirr+ Nn
FERSPECTT'J9= b1EN
P14 na w
p'C r,lt t:l
ENO 50 «4r1T Y'E'ry
x trar a ire ew .r. u P'4[.RL we w HwV R r� P ire r.,Y.r Yl+w N6' TO SCALE
-:'ITY IIF' I'IIIIRLxm
IhwD 11MI1IPHE}-r s-1k1
1A
Y11
ti SKIMMER
[ewrna_ r --jW rF,poMr•: M.429112
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nC �l SF.,a R .R[ X •vOrs aR ONoI axon ,a{rrm r6 !� ld [•LMiieb mhu RRd<
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ku s.r R tarMo Yu ,� �re.[i �a 3 9.K.44 T.e M�MF .•o ,r� R.![r..IS +cx.++,wrto- 44.E Y1.n a1 rFIY1.i
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+, MF o-- WELL RPS! TWL R i � P .y,rL._ W.Ln A.r4 R �S4,P@ Rorpq.L L.p96
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a1C414f
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16 WoaQ IM9M� l4fwL YL r.....BAM t}_�8 Y M1�Y I!U li kdw .EFL fd +uLi r'.k 4lLL.
M�16 H1LL Ef RFAWB XI +LL [�PIf
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LK IkF 144 h6YlR RMI, dF ni hNw
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I# M!LL ZSY or fmLl4T id•ri i0r, la nc rlm whw. au Nw Or pkru.wl rn rrt�a nsaitir
I4 I'P RV6 cRAIR wF 'V u'L 6ti 4rt r'4L [! f� HI IO12 �r m� �[ P l[ LOrC a.Pr MWw rLLc ax
,i x riL1 d lmxd* r9r6 �u Ku {s1 r— iRv[ h1e Rf. i6�[K! x KT m .M' r
orraro
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x lx Qr h '+[ a'=' •[n4. 65 x8.6 r•;wr�C DF hVu idlrE[
cm U! IsAnoTTS
0±0 JUND Drfmwv%r "ANDARDS GENERAL NOTES —SEDIMENT BASIN
m Imm pomum amum m
"Wr
. F" Wr+O —F ka" E! •iL
i IR! .PS[ � R ERR rl.s !PY
$y, CRY OF LT37F VM
!fir GHp pE�UMNT -r vDAFW TEMPORARY SILT DIT —I
[iN�afn_ KUM CKMOM fN 19.45 1
mig
MA
ml*
Hl dmoh
Om.-&pr
Nak Flan
Impe
"k
EMel1mm
FlIrrU
NY
diriih
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mi
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I
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44
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n
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o
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1
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-
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11
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I
I
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HM YIE41 hurts' Y
r[scleu
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LI.1
a rvTM
q tl wM Mw1EN 3
! Cl 6
{'Qw
a hi'wTM�O! ; r W
a CR453-SECTION .mow 'a
-
L` W. RFM of ALA LYr1LGVpr L = �'
wry L4.h6 �R{..Y YI 5' IM R - .
3 F
rkrEl raw
C�
oswtiil ovm wir
I' s�iixr '4'* ,.
WIN *9 fo,l run
ER7 q� HOT TO SCALE
Um Dn%%Dem7 NaNni us SKIMMER SEDIMENT BASN
{xuMprnc Imum minum n1
I �
r ■rl.l.r
++�, !!� Ruw tea --•y M"m �
.�Ar AS
�[ h 14 MF r�llF
Y•. F P*
v .aw .rr y wwt liSiN
Lime n M a �
CONSTRUCTION SPECIFICATIONS:
I ! I No Ep nq ea 'log V4 nK yR " NO nom +. .•e faL Mvwa .Y1a wm1 Iit •l!T �[ rro VPIL.ln[
FQL fJwkYd �N V 1l! nnl Fa OL � NW I ■ !p` �rOR YwL r: 44a TY/!p X +` L!S To TI< TOF or
I " u ✓t +r1riK � w ml a TIL rl,[r R'r'F .•! 4Yrn PL
14 M 4w, r 0lr.4A .n+ LFP 74rr OPC1Yp L lol,vFlF iCr[L1M .Yrt rXi .oIXa iYMO\�Q irLL
Fiat nrurr !.y[ � r mm � m.n 7p. �lLwrLLm 4l[R LF[I lra.Y F ni A.MdLLF iVola>•1
I. h M N! ,rws•, vW.L r Malam n nr[ hT2f, r �' ¢ ns rcon
DIlrf�a; r]U h hsTU�� IYVh 4 -W, r.M 1. 6 a: ra - lhO Ft md"A ii W qW
IW� a1R wal V .40 1i [If�'i1.�YW dr M YT fLl.•J.
wor -O SCUE -
IMY Up minum
LMD DFILO®I'T' S'TA►DdU FLEX( BLE PIPE SLOPE ORAN �
Z
I� A
f1 L5 w
KrawWues below. - " a
Call Wore you dig. T -

%
9EO.REfRCE OF CD149TRUCTIOFJ FOR TIPICAL WHCE2RC ARE,S
l
1. WST+LL SPECIAL SIIWNG BASINS} AND ENERGY OISSFATI]P FOR
6
HOSE{PIPE UrTLFT.
j
2. INSTALL 4W$TREAY PUMP AM 7EYRQR}RY FLFpgLE Hp$E.PUKE
3
FAW I aEON PLWRNG
�
y � ; : =`•
5
OMATIONOR SWAM b 4MRM.�
�
#. PLACE DOIkJSTTEA4 IWPERiR'IHJS DIKE AND PWUWINC ApPARATWVS,
�' i
u
CIEWATER ENtMkPPECI ARE/. ARFJ. TO 9E CEWATERM SHILL HE
j
EQUAL TO CHE DAY''S ihM.
} 3
R
fJ
i
/
5. PERFORM STREM RESTORATION WWk H ACODWANCE WITH THE PLANS
{
J
R EVAVATIE ANY A6R7.JNuLATM SjL' AND b[.y#ATEA WFORE REmOv+L OF
VPMMWS DKER REWOWE IMFERMV5 DKE& ftWFS. MD TEWRURARv
f
WX&Lf HC5E {OOMRISIREUH INPER'10M DIKES RRSi).
y
7_ PIIYP AROUND AREA TO ig SFJmLIFEO wtm YJ4?1W0 At tW END OF EACH
,
MIM DAY. THE IWPERWJTM ME LOCATTDHS AS SHOWN ON TWS SHEET
]!
(SLY 5H4'r THE LWrPER MID LVWR EXTENT W Wk;M FOR {ACH 5TREAYY
$EGMENT. THE cONTAACTOR IS MPOWmM FOR OETGAwiNW# 1HE
LOCATION OF THE WIPE WUS DRrE{S) FOREACH DAYS WORIL ALL
-
URABRNI3 MUST BESFAe1Ja� Af T�# f-W OF 1HE DAY_
1+
+
_
EL RHYOME SPECIAL STILLMIG RnN[S} AND OUTLET WAINEL AND THEN
, 2
@ACMU. SfJWMZE UISIUI#ED AREA PER THE PLANS AND SPECS,
mm
1) ALLEWC.B BEPERFORUED IN CIMY CRY OR ISOED LAT
:J
OF CHANNELSHALL
�
A A
y} WYp
AG.
s +
�
2) IWPERYOUS DIKES ARE TO OE uSED TO 19CLATE WMK FROW
STREAw FLOW.
ND WmAT{N #
HDSE -, RIP RAP
1 3) L OEEVOTMAIM
CTO
I
PPoOR PFAMCTED RKi4M UNLESS ALLARUN
EvfNT ;Ww ( N M fLNM AftumD FOR fT1MCM EvfnL
11 ff+
a) YWNTEWONCE V 57KA1I FLVW WERATrNS 9FIALL BE INpDEWAL
TO Rf yyDW. THIS INCLUDES POLTETTIYTENE
SHEETING, Dv&W" PPE& PuNPS AND HYF.5.
5) NAOiR AW HOSES SHALL 9E OF SuF =WiT SIZE TO DHWATER
ROM
THE WMK /AEC
# E ;air{
ELM
oRu
PLYP
AA41.M
HRj$E
i
ONO
a
_
NOTE.
i CLR
�.
PUMP -AROUND OPERATION IS NOT
�
REQUIRED AND PROVIDED FOR
INFORMATIONAL PURPOSES ONLY
t6GTgH IrA
_
_
_
ENERGY DISSIPASOR FOR PUMP AROUND HOSE
(IF GLEANWATER)
�
NOT TO SCIL.F
- -
-
0
J
EXAMPLE OF PUMP -AROUND OPERATION
NaT TTS SCALE
Z"1
1
Q
}1 L
5
w
x
°¢
�
ISrarWxh:RrS below.
Cal I Wore you dig.
k
_

jr-WR F1EER 14ATMG EXTENDED
TO TOE er Sl a Cawm AN
PIP -RAP
7d YIN. DFAKEtEFI SOLI DER
MALP RIP RFF LP RAW Cl' WIN.
A yyf AgovE TiX OF UANN), HEY MATTING
6Ek INTO inP-AAP
2.0' WIN,
rOE aF saPE
RIFFLE, WML GRADED YIK 4F 7-24' RIP-R/P,
ON_9M 0MU. AND (RAVEL, 1ON OF PoFFL£
WATEFM CAN OE WLQH/5UAiL BRUSH FROW
ON -SITE
r-10' MP itiP At ORAGE
OR 'FLUSH WTH RAMS fE PROFILE FM WvAT16N
Mk TER SI1RFJd# RIML WIX OF V-24' PIP -RAP,
CN-SITE COB@LE AND 4RktE4 5% OF RIFFLE
MATEMAL CAN M WULCH/Sm LL MuSH FROM
.mr.' WIN. k TOE OF HEAD OF AExL.E (N-SITE
EXTF10 RF RAP 16' INTO *uN {
IV DEEP _
IJMi5
-RAW GRADING ADM FOP -
RAP PER T'9PICAL SUMN wNE.R BM MER BfPAI -
6R INAGIHB tM PLAN
-- _
6'-1C' W RIP AT Ea44E 9F W+LIER . ...,--. ..,.T�, . I. a E>04a4E OF My.7ER -
ptALE/FLV�I NTH QANR -
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