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VICINITY MAP
CITY OF RALEIGH
NORTH CRROLINR
CP A R TP PP CREEK
GREENWRYTRRIL
LOCRTION;
FROM END OF EXISTING GREENWAY ON MILBURNIE ROAD
TO
A D S NT PARK
TYPE OF WORK;
GRADING, PAVING, STRUCT RAINAG , E,
E ROSION CONTROL, LANDSCAPING
Fnl 1ATIM I
INDEX OF SHEETS
I
1R
IB THRU 1C
2 THRU 2D
3
4 THRU 19
X-1 THRU X-12
TITLE
SYMBOLOGY SHEET
NOTES
TYPICAL SECTIONS &DETAILS
DRAINAGE SCHEDULE, SIGN SCHEDULE
PLAN &PROFILE SHEETS
CROSS SECTIONS
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PRELIMINARY CLANS I
DO NOT USE FOR CONSTRUCTION
RTE. FEBRUARY 22, 2012
RAWN 8Y'. MET
NECKED BV: BRC
EVISIONS:
N0. DATE I
PROJECT NO..
CALE:

WATER:
BOUND4RIES AND PROPERTYe" A4ILROJDS10 VEGETATION' Water Manhole
Sin gle tree W Water Meter State line Standard Gauge
County li
RR Signal Milepost Single Shrub � �� Water Valve
ne
township li --
Switch Hedge �m�r��- Water Hydrant
ne
City Line
RR Abandoned Woods Line Recorded U/G Wafer Line
Reservation Line RR Dismantled Orchard � ,� r, � Designated U/G Wafer Line 5,U, E,�� V'i Above Ground Wafer Line � G ��'a}er
Prope�y Line — RIGHT OF WAY, "' ° `� °r°
Existing Iron Pin 'EP Baseline Control Point '
Property Corner —» Existing Right of Way Marker EXISTING STRUCTURES NI
D xis iing Rig hi of Way Lme ON Satellite Dish Prope�y Monument E,�
arcel/Sequence Number
z3 Proposed Right of Way Line nR grdge, i��
Tunnel or Box Culver �C N Pedestal D
xisting fence Line
d Rg o f W Line with
v Pro pe I V
n / Bridge Wing Wall, Head Wall and End Wall - CO��C W ;
N Tower
W
Iron in and Cap Marker
�r MINOR;
U/G TV Cable Hand Hole "H
Proposed Woven Wire fence
� Proposed R'Ight of Way Line with
()R ..��,C N,.
Head and End Wall
Recorded WG N Cable 1V
Proposed Chain ['In ence
a Concrete or Granite Marker
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Pipe Cu lvert
Designated WG TV C able �S.U,E,`) ---- �- - --
Proposed Barbed Wire fence
$ Existing Control of Access
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footbridge
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Recorded U/G fiber Optic
Cable I; f°
xis ing wetlan oun a ropose on ro o IL I
Proposed Wetland gounda x'isti'ng Easement Line --E
xis ing Endangered Animal Boundary DP Existing Greenway Easement Line
Fyi finn FndnnnArPd Plnnf Rniindnry Efe Prnnn Pd Tpmnorm Cm frurf'inn E
Box; Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
DCs Desi U/gnated G fiber Optic Cable S,U, -IV f0- - -
GAS.
Storm Sewer as Valve
BUILDINGS AND OTHER CULTURE' Propose ermonen reenway Easement —PGE-
GasMeter q
Gas Pump Venf or U/G Ton Ca Proposed Permanent Drainage Easement — —POE-
UTILITI�S, Recorded lvi Gas line
Sign �s Proposed Permanent Drainage /UiiliiyEasement ouE e'gnated lVG Gas Line SUE -- -G- - --
POWER;
Well o roposedPermanenfUfilifyEasemenl —PUE— A;,,a,
"� xI siing Power Pole Above Ground Gas Line
Small Mine a Proposed temporary Utility asemen I TUE
❑ Proposed Permanent Easement wil P roposed Power Pole oundafih ' b
o� Iron Pin and Cap Marker Exis ting Joint Use Po le + 5ANIiRRV SEWER.
Area Outline 0 ROADS AND RELATED FEATURES' Proposed loins Use Pole � Sanitary Sewer Manhole �$'
Cemetery � Existing Edge of Pavement — Power Manhole �P Sanitary Sewer Cleanout +
gui ing _ � xisting Curb - - - -- Power Line tower � U/G Sanitary Sewer Line S.
School .1 Limits of Disturbance Above Ground Sanita Sewer A,G anitary .F��er
Power transformer D ry
u rch � Proposed Slope Slakes Cut - -- � - -- l,� Power Cable Hand Hole H Recorded SS forced Main Line FSS
Dam Proposed Slope Slakes '111 - -- F - -- H - frame Pole Designated SS forced Main Line S,U, ---- F <s- - --
HYDROIOGY' temporary 8'11t fence Recorded U/G Power line P
Stream or Body o Water temporary tree Protection fence —'— — Designated U/G Power Line S,U, P - - - - MISCELLANEOUS;
Hydro, Pool or Reservoir temporary Combination tree - X —x —X- Utility oePole 1
L J rofeclio�$ilf fence I l Pith Base urisdictional Stream _iS TELEPHONE; ry 0
Buffer lone 1 IBZ I — Proposed Wheel Chair Ramp �� Ezisiing telephone Pale + Utility Located Object
Buffer lone 2 IBZ z Existing Meta uor rai T T T Proposed telephone Pole 0 Utility traffic Signal Box D
100 Year flood Plain — Proposed Guardrail T T T T telephone Manhole �� Utility Unknown U/G Line ?UIL
500 Year flood Plain — soo — Existing Cable Guiderail ielephooe Boafh � UG To n k Wafer, Gas, Oil
00 way —fw— Proposed Cable Gu'dero'l telephone Pe destal T RAG tank Wa fer, Gas, Oil
flow Arrow qual'ity Symbol � telephone Cell tower � U/G test Hole 5,U, E'� �
Disappearing Stream — -- Pavement Removal H Abandoned Acor in Utilit Record� telephone Cable Hole D 9 V AATUR
S
pring - - Recorded U/G telephone Cable nd oi Information E001.
Wet an Culvert Inlet Protection
Designated lVG telephone Cable
roposed La teral, tail, Head Ditch � Silt fence Outlet
Fff - Recorded U/G telephone Conduit
false Sump Des'ignote U/G Teepone Conduit S,U,E'
Recorded U/G fI berOpficsCable �F
Designated U/G fiberOp tics Cable S.U.E,�t
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KU M ARY ANS
DO NOT USE FOR CON STRUCTION
RTE. FEBRUARY 22, 2012
RAWN 8Y'. MET
NECKED BV: BRC
EVISIONS:
N0. DATE
PROJECT NO..
I I �IIl
CALE: NTS1
iA

GENERAL NOTES
THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE
APPLICABLE REQUIREMENTS OF THE JULY 2006 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
ALL DEMOLITION SHALL BE APPROVED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT,
ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
INSPECTIONS, C RTIFICAT 0 S) PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF
DEMOLITION TO OBTAIN A CLEAN EDGE.
ALL TREE PROTECTION FENCING SHRLL B ALLE AND RBAN ERATIONS
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES
TO BE REMOVED FROM REMAINING VEGETATION,
CONTACT CITY Of RALEIGH PARKS AND RECREATION DEPARTMENT TO SET UP R PREmCONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED
PRIOR TO PREmCONSTRUCTION,
NOTES DISCLAIM
ASSOCIATED WITH PROJECT RS SET FANY
N HPLANS, METHODS
ESE ICONSTRUCTION
FROM THE
SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO
DEPARTURES FROM THE C01 TRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
THE OWNER,
TO PRE VENT THE INTRODUCTION OF INVASIVE SPECIES, CONTRACTOR SHALL ASH ALL CONSTRUCTION
EQUIPMENT PRIOR TO ACCESSING PARCEL 42. EQUIPMENT MAY BE WASHED OFF SITE, BUT ALL DEBRIS
AND VEGETATION MUST BE REMOVED. SEE SPECIFICATION 01535 FOR MORE IN-FORMATION,
SEQUENCE nF CONSTRUCTION ACTIVITIES
1. R PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION
ACTIVITIES, A MANDATORY PRE,CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE LAND
QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN. CALL 919•]91.4200 TO
SCHEDULE R MEETING.
2, INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEET 1D. OTHER STAGING
AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION,
CONTACT THE CITY OF RALEIGH AT (919516.283),
3. DETERMINE AND MARK LIMITS OF DISTURBANCE.
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4. INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS,
NO GRRDING IS TO OCCUR IN THE TREE PROTECTION RRERS OR TREE CRITICRL ROOT ZONES, SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND RS SHOWN ON uiRPPROVED PLANS. Q
THE CONTRACTOR SHALL OBTAIN AND PRY FOR ALL INSPECTIONS, C RTIFICATIONS, EQUIPMENT,
ETC, THAT MAY BE REQUIRED. 5, CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY
ENVIRONMENTA INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE, CALL FOR TREE PROTECTION u
THE CONTRACTOR MUST, AT A L TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE FENCE INSPECTION BY CHRIS CRUM OF THE CITY OF RALEIGH. 919.516.2561
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK, ALL DEBRIS SHALL BE W }
REMOVED FROM THE SITE ON A DAILY BASIS. 6. TOPSOIL AND STONE BASE REMOVAL ANDIOR STORAGE AREAS SHALL BE CONTAINED WITHIN THE W Q
PROPOSED LIMITS OF DISTURBANCE,
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER S�,
], BEGIN GRADING & C A G DG G, DEVICES RS NEEDED, ROUGH GRADE SITE, � Z
EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES. m W
AVAILABLE RECORD DRAWINGS, THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO W
BEGINNING RELATED CONSTRUCTION, ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S 8, INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 1 DRYS AND AFTER EACH SIGNIFICANT
REPRESENTATIVE IMMEDIATELY, RAINFA (0,5 INCHES OR GREA AND DOCUMENT WITH INSPECTION REPORTS, u
CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION, ALL
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR, ANY UTILITIES DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR,
CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO
THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA,
CONSTRUCTIONISAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
TRAFFIC AWAY FROM HAZARDOUS AREAS,
DEMOLITION, AND SUBSEQUENT CONSTRUCTION Of STORM DRAINAGE FACILITIES SHALL BE PERFORMED
IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE
DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT R TIME. PROVISIONS SHALL BE
MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION,
CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR
TO CONSTRUCTION,
STATIONING IS APPROXIMATE, CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
EXISTING CONDITIONS PRIOR TO CONSTRUCTION, DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH,
CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE, ANY DISTURBANCE OF THE
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
CONDITION PRIOR TO DISTURBANCE, CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
ACCORDING TO DETAIL,
CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL
PRIOR TO TREE REMOVAL, CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3'BEYOND ASPHALT EDGE
OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8'
VERTICAL ClEARANCE,
ALL CONSTRUCTION SHAL PLY WITH CITY OF RAL ANDARDS.
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES RS NEEDED
OR DIRECTED BY THE EROSION CONTROL INSPECTOR, IF ADDITIONAL MEASURES ARE REQUIRED IN
ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS,
ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER SHALL BE SEEDED BV CONTRACTOR,
VEGETATION ON BANKS AND WETLANDS SHOLD BE HAND CUT WITH ROOT MATS UNDISTURBED.
9, THE AMOUNT Of DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF OF
TRAIL OR 14 DRYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER,
10. INSTALL STORM SEWER SYSTEMS AND CULVERTS AND PROTECT INLETS WITH INLET PROTECTION,
INSTALL CULVERTS IN JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL, CULVERT INSTALLATIONS IN STREAMS WILL
REQUIRE DEWATERING BY USE Of COFFER DAMSIIMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER
QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CONTRACTOR TO COORDINATE WITH EROSION CONTROL
INSPECTOR. RNY TEMPORRRV COFFER DAM SHRLL BE CONSTRUCTED Of MRTERIRLS SUCH RS SHEET
PILING, SA DBAGS OR CLEAN CLASS 1 RIP RAP OR LARGER STONE THAT WILL NOT CONTRIBUTE TO
TURBIDITY OR SILTATION OF THE WATER BODY, R TEMPORARY SEDIMENTATION BAG SHALL BE USED PER
NCDOT STANDARD DRAWING NUMBER 1630.06. SANDBAGS SHALL BE OF THE FILTER FABRIC TYPE,
DOUBLE BAGGED AND INDIVIDUALLY TIED TO PREVENT SAND LEAKAGE, THEY SHALL BE PLACED AND
REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY CLEAN SAND, FREE OF DEBRIS, SILT, FINE
PARTICLES OR OTHER FOREIGN SUBSTANCES, S ALL BE USED TO FILL THE BAGS. THE COFFERDAM
SHA L BE ENTIRELY REMOVED IMMEDIATELY UPON COMPLETION OF WORK, DURING PERIODS OF WORK
ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE WORKSITE SHALL EQUAL FLOW IMMEDIATELY
UPSTREAM OF THE WORKSITE, ALL OTHER OPTIONS WILL NEED PRIOR APPROVAL, SEE SHEET 2D FOR
DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATIO , AINTENANC , A D
REMOVAL OF IMPERVIOUS DIKE S AS DESCRIBED IN THIS PROVISION, PAYMENT FOR SUCH WORK
SHA L BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
12. RS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALI AREAS WITHIN 14 DRYS OF COMPLETING ACTIVITY, PERMANENT GRASS SHALL
BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON, FERTILIZE, WATER AND RESEED RS
REQUIRED TO ESTABLISH AND MAINTAIN R VIGOROUS STAND OF GRASS.
13, AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE
TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS,
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BV ENVIRONMENTAL
OFFICER, OBTAIN CERTIFICATE OF COMPLIANCE,
14. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION
CONTROL DEVICES.
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PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
RTE. fEBRURRY 22, 2012
RAWN 8Y'. MET
NECKED BV: BRC
EVISIONS:
N0. DATE
PROJECT NO..
CALE: NTS

EROSION CONTROL NOTES
TOTAL ACREAGE OF DISTURBED AREA IS 22.81 ACRES TOTAL PROJECT AREA IS 582.15 ACRES.
ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 10 ACRES,
SEE CONTRACT DOCUMENTS AND SHEET 2P FOR SEEDING SPECIFICATIONS,
ON -SITE BURIAL PITS ARE NOT ACCEPTABLE,
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS R VIOLATION OF THE STATEICOUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL, TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION C01 TROL IN L.A.. R
GE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED RS PART Of THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DRYS OF COMPLETION OF
GRRDING,
DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED RS R TEMPORARY COVER ON SLOPES
THAT ARE 4;10R STEEPER, MULCH WILL BE ANCHORED,
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL
REPRESENTATIVE OF THE STATEICOUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL
INSPECTIONS DEPARTMENT.
CONSTRUCTION, MAINTENANCE, REMOVA OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL
FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE
NOTED.
A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE.
CONTRACTOR SHALL OBTAIN R COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE
RECOMMENDRTIONS OR
A IRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC.
THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF Of
TRAIL OR 14 DRYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DRYS OR LONGER,
EROSION PROVISION
THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE
CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREA S, AKES,
RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY RS REQUIRED BY
THE SEDIMENT POLLUTION CONTROL ACT OF 1913 AND THE 19]4 AMENDMENTS TO THE ACT.
FAI URE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL
PLAN OR TO PERFORM EROSION CONTROL WORK RS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR
OR NCDENR NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS, IN THE EVENT THAT THE
CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL WORK
WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE
ENGINEER MAY PROCEED TO HAVE THE WORK PERFORMED WITH OTHER FORCES, NO PAYMENT WILL BE
MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE
TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BV THE
CONTRACTOR. SUCH COSTS WILL INCLUDE CIVIL PENALTIES ASSESSED FOR SOIL EROSION AND
SEDIMENTATION CONTROL VIOLATIONS,
ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE
EXCESS OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE
CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS
CONTRACT,
MISC • WETLRNDS, TREES. STORM PIPING
CONTRNCTOR TO VERIFY A TUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF
BOARDWALK, WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTINGISTOPPING LOCATION,
NO EQUIPMENT IS ALLOWED IN THE WETLANDS, EQUIPMENT MUST BE ON TIMBER MATS, TIMBER MATS
SHALL BE CAROLINA MAT INCORPORATED BRIDGEITIMBER MA 6" MIN, THICKNESS) OR APPROVED
ALTERNATE. TEMPORARY WETLAND CROSSING SHALL REQUIRE TIMBER MATS,
RLL DISTURBED RRERS TO BE OVERSEEDED WITH RPPROVED MIX. CONTRRCTOR SHRLL MNINTRIN A
WETLAND SEEDING MIX ON SITE TO BE APPLIED TO TEMPORARILY DISTURBED WETLAND AREAS AS
DIRECTED BY ENGINEER IN THE FIELD. WETLAND SEED MIX IS PROVIDED IN THE SPECIFICATIONS IN
SECTION 02910.
WETLRND LOCRTIONIDELINERTION BY ESI DATED 1212009
LOCRTION Of PIPING FOR DITCHES IS RPPROXIMRTE, CONTRRCTOR SHRLL FIELD VERIFY LOCRTION
AND MATCH PIPING TO DITCH CENTERLINE,
SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED, IF JUDGMENT IS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS
DETERMINED BY THE OWNER, EPLANTING MAY BE ORDERED AT R COMPENSATORY RATE AT THE
CONTRRCTORS EXPENSE.
RLL STORM PIPING SHRLL BE HDPE DBL WRLLm SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED, SEE
DRAINAGE SUMMARY SHEET.
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED.
CMP PIPING SHA L HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS,
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING
GRRDES UNLESS OTHER WISE NOTED ON THE PROFILE.
NOTES
COMPACTION NOTES
STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR
LESS (LOOSE MEASURE, AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND
WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BV THE STANDARD PROCTOR COMPACTION
TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, TO CONFIRM THAT THE SPECIFIED DEGREE OF
COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY R SOILS
TECHNICIAN,
2006 NCDUT ROAD VAY ENGLISH STD. DRAWINGS
THE FOLLOWING ROADWAY STAN DARDS RS APPEAR IN ROADWAY STANDARD DRAWINGS" HIGI IWAY DESIGN
BRANCH, N.C. DEPARTMENT OR TRANSPORTATION, RA EIGH, N,C,, DATED JULY 18,2006 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED R PART OF THESE PLANS:
STD,NO,
DIVISION 2 • EARTHWORK
200.02
DIVISION 3 •PIPE CULVERTS
300D.01
DIVISION 8, INCIDENTALS
838.01
838.80
846.01
816.01
816.02
816.04
TITLE
Meihod of Clearing - Method II
Melhod of Pipe Installation • Melhod'A'
Concrete En dwall for Single and Double Pipe Culue�s • 15" fhru 48 "Pipe 90 °Skew
Piecasi Comele Endwall •for Single 12" lhiu 72" Pipe 90' S ew
Concrete Curb, Gu lei, and Curb &Guyer
Rip Rap in Channels
Guide for Rip Rap at Pipe u e-.-s
Drainage Dliches with Class ip Rap
RDDITIONAL NCDOT STRNDRRDS NOT ON THE LIST ABOVE MRV BE REQUIRED AS PER PLAN DETRILS AND
SPECIFICATIONS,
SEEDING
R. ACCOMPLISH SEEDING BY MEANS OF RN APPROVED POWERmDRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER,SE A PROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO
PROVIDE EVEN DISTRIBUTION OF SEED,
B. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. RFTER SEEDING, ROLL AREA
WITH R ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS
PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY,
C. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING, DO NOT SEED AREAS IN EXCESS OF
THAT WHICH CAN BE MULCHED ON SAME DRY.
D. APPLY WATER WITH R FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED, SATURATE TO
41NCHES OF SOIL DEPTH.
E. THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED IS LIMITED TO 2,000 LF Of
TRAIL OR 14 DAYS, WHICHEVER IS SHORTER. THE CONTRACTOR CANNOT EXCEED 2,000 LF OF
DISTURBED AREA WITHOUT TEMPORARY SEEDING. THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING
ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DRYS OR LONGER,
MULCHING AND MATTING
R. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS
THEN THE FOLLOWING;
1. SLOPES FROM 5;10R FLATTER BY SPREADING R LIGHT COVER OF MULCH OVER SEEDED AREA AT THE
RATE OF NOT LESS THAN 92 LBS, PER 1000 SQ,FT,
2, SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES
AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
3, USE TACK TO PREVENT DISRUPTION OF MULCH.
B. FOR TACK USE RN ASPHALT TlEmDOWN OF EMULSIFIED ASPHALT GRADE AEmE OR CUTmBACK ASPHALT
GRADE RCm2 OR OTHER APPROVED EQUAL, RN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF
TACKING STRAW MULCH,
C. OTHER TYPES OF MULCH c G METHODS AY BE USED UPON A OVA V THE ENGINEER.
D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER
APPROVED PLANS,
PROTECTION
R. PROTECT SEEDED AREA DA A BY BARRI A AND OTHER
APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHERmDAMAGE,
I
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RTE. FEBRUARY 22, 20121
DRAWN 8Y'. MET
CHECKED BV: BRC
REVISIONS;
N0. DATE
PROJECT NO..
CALE: NTS
�C

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4
ORIGINAL GROUND
25 'r1�3'1
uJfl �vv
u
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----------------------------------------------------
INSET 1
i
USE INSET 1WHEN ` 31 3 > 5
CONDITIONS PERMIT
�1 M R1l. 0.02
ORIGINAL GROUND 6. _ � �
PAVEMENT SCHEDULE
Cl
PROPOSED APPROX, 2" ASPHALT CONCRETE SURFACE
COURSE, TYPE S9,5B, AT AN AVERAGE RATE Of 224 LBS,
PER SQ, YD.
JI
PROPOSED 6" AGGREGATE BASE COURSE.
T
EARTH MATERIAL,
V1
GEOTEXTILE SEPERATOR FABRIC
BOARDWALK PLATFORM
0
a
BORRDWRLK N0.
51 6'SHLD,
4'WI SAFETY RAIL
GRADE FCl
POINT
6:1 MAX
GRADE TO THIS LINE
ASPHALT TRAIL TYPICAL SECTION
CHAIN BEGIN STATION
END STATION
SAFETY RAIL*
SEE SHEET 2B
•Y2•
(BEGIN CONSTRUCTION)
10 +60.00
11 +00.00
(BEGIN BOARDWALK 1)
•y2•
(END BOARDWALK 1)
20 +60.00
32 +80.50
(BEGIN BOARDWALK 2)
-Y2-
(END BOARDWALK 2)
33 +20.50
51 +41.46
BEGIN BRIDGE S1)
•Y2•
(END BRIDGE S1)
58 +81.46
96 +24.81
STATION EQUATION BK)
•Y2•
STATION EQUATION)
96 +25.62
100 +35.00
(BEGIN BOARDWALK 3)
'Y2'
(END B 3)
101 +45.00
113 +04.83
(BEGIN BOARDWALK 4)
MY2M
(END BRIDGE S2)
111 +62.30
130 +20.00
S ATION EQUATION)
•Y2REV1•
(s OTRTIN EQ UATION)
130 +20.11
152+15.00
(BEGIN BOARDWALK 1)
•Y2REV1•
(END BOARDWALK ])
153 +55.00
182 +80.00
(BEGIN BOARDWAL 8)
•Y2REV1•
(END BOARDWALK 8)
185 +80.00
191 +31.41
(BEGIN BOARDWALK 9)
•Y2REV1•
(END BOARDWALK 10)
198 +66.59
201 +22.00
(BEGIN BOARDWALK 11)
•Y2REV1•
(END BOARDWALK 11)
202 +02.00
208 +56.81
(END CONSTRUCTION)
A DWAL K TYPICAL SECTION
CHRIN BEGIN STRTION END STRTION
1
Y2
11 +00.00
20 +60.00
2
Y2
32 +80.50
33 +20.50
4
Y2
100 +35.00
101 +45.00
5
V2
113 +04.83
113 +84.83
6
Y2
114 +24.83
116 +22.30
N0.
y v
52 +05.00
153 +55.00
8
Y2REVI
182 +80.00
185 +80.00
9
Y2REVI
191 +31.41
193 +11.4]
10
Y2REVI
196 +86.59
198 +66.59
11
Y2REVI
201 +22.00
202 +02.00
1 Y2REVI 193 +11.41
2 Y2REVI 196 +69.18
193 +29.18
196 +86.59
i A DIET
I
NOTES; uj uj
•USE 6' SHOULDER IN FILL SECTIONS " z F UJ z
AND 3'SHOULDER IN CUT SECTIONS. � 0 W 0 g
J 0
•TRRNSITION SUPERELEVATION AS SHOWN u W u co 3
ON PLANS. TRANSITION DISTANCE SHALL BE 10'. k o ? � W
FOR DR1 DEPTH OF ABC TO BE 8 W � 0 �
Y Fw, p
Qm�QN 0
amN m Z
N w
U N
PROVIDE R SAFETY RAIL FOR THE
FOLLOWING CIRCUMSTANCES.
SLOPE? 3:1 AND DROP Of 6'
SLOPE? 2:1 Rl D Di OP Of 4'
SLOPE? 1.1 AND DROP Of 1'
BRIDGE TYPICAL SECTION
BRIDGE N0. CLEAR WIDTH)
CHAIN BEGIN STATION
END STATION
}
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DO NOT USE FOR CON STRUCTION
si
Y2
51 +41.46
58 +81.46
S2
Y2
113 +84.83
114 +24.83
DATE: FEBRUARY 22/ 2012
S3
Y2
116 +22.30
111 +62.30
DRAWN BY: MET
CHECKED BV: BRC
S4
Y2REV1
193 +29.18
196 +69.18
REVISIONS:
N0.
DATE
PROJECT NO..
CALE: NTS

8'MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 12-112 GA
MIN. 10 GA. SILT FENCEFABRIC INTERMEDIATE
vv
LINE WIRES
INSTALLED TOSECOND WIRES
_7
�V\/v
WIRE FROM TOP
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH n
�n
nu `;
n ^ v
�i
ru ��
NCDOT SEDIMENT CONTROL STONE
p�riry v n
vri un nu
Un un n 3'FILTER FABRIC OP
non
n
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v n riven �u
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"n t1 ri U v.";nu
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fi
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un�n„ n, �
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n ^ n v v a v �',1 v u
BURY WIRE FENCE AND HARDWARE CLOTH
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
NOTES:
• END OF SILT FENCE SHOULD BE TURNED UPHILL STEEL POST TOP OF SILT FENCE
• SEE N. C. STATE DENR PRACTICE STANDARDS &SPECIFICATIONS WOVEN WIRE FABRIC MUST BE AT LEAST I'
IS ALWAYS REQUIRED ABOVE THE TOP OF
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES SILT FENCE GEOTEXTILE FABRIC THE WASHED STONE
P
0
SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE� � : ZI FILL SLOPE
N �o
FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE "3 ,GRADE
FOR ANCHOR WHEN SIFT FENCE IS PROTECTING CATCH BASIN. IN
EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED & THE 0 6" MIN. COVER'
STONE SHALL BE AT A MINIMUM OF 16" ABOVE GRADE AT THE N J OVERSKIRT
DIRECTION OF FLOW &BETWEEN 60 -45 DEGREES. ANCOR SKIRT AS DIRECTED
BY ENGINEER.
SIDE VIEW
n STRNDRRD TENIPORRRY SILT FENCE
W
W
Q
0
X
C,O,R, STD # 40.01
TYPE A
CHAIN
STATION
TYPE B
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
•Y2•
33 +00
PIPE OUTLET TO WELL- DEFINED CHANNEL
SINGLE
-Y2-
100 +80
48"
DOUBLE
•V2•
114 +00
48 11
DOUBLE
42Revl-
152+80
48"
TRIPLE
T
iA
n
N
-4 DIAMETER
.
T
FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A-A
0
3 B
FILTER FABRIC �
SEE PLANS FOR QUANTITIES
SECTION B-B
1 PIPE OUTLET PROTECTION
".q 40" P_
m ' TREE PROTECTION AREA
p 18"
m
DO NOT ENTER
0
0
N
WARNING SIGN DETAIL
STD. 816.02
ICHR OTTOM
4'MIN. -1
DESIGN CRITERIA NOTES j
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION. H , , FINER C�OiH
n - - -
— CHE CK DRM
THE DAM. 2. KEEP THECENTERSTONESECTIONRTLFAST9INCHESBELOW ON � g KEEPTHECENTEROfTHECHECKDRMRTLERST9INCHES NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL J w
LOWER THAN THE OUTER EDGES AT NATURAL GROUND BANKS. J
ELEVATION. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO
OUND KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK zN z k o 0 w ENSURETHRTTHEMRKIMUMSPRCINGBE1NEENDRMS DAM. °
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
S TABIlITEOUTfIOWNRfASRLONGTHECHRNNElTO ELEVATION OF THE UPPER DAM. m � C)
RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM 0
0. m m
USE NCDOTCIASSBRIPRRPRND LINE THE UPSTREAM HEAVY fLOWTHRTCOULDCRU3EER0310N. w
SIDE OF THE DAM WITH NCDOT SEDIMENT CONTROL STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST z > Q rc p > 0
KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT UPSTREAM IS STABLE y
BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS Of THE CHANNEL, SUCH NSCULVERT u m AVOIDWRSHOUTFROMOVERFLOWNROUNDTHEDAM ENTRANCES BELOWTHECHECKDRMS ,RRENOTSUBJECTTO
/—SILT FENCE DAMAGE OR BLOCKAGE FROM DISPLACED STONES. Um uj
12" OF NCDOT SEDIMENT u 9 "
MIN � 1 5 p
15MIN CONTROLSTONE
v A,
CLASS BRIP-RAP 2'MAXRT
Iv,
CENTER
vv/,
FILTER CLOTH 4'T06'
PORN VIEW CROSS-SECTION VIEW
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE
:FENCE V EOCITVOffLOW. L : THE DISTANCE SUCH THAT POINTS
3RIC A AND B ARE OF EQUAL ELEVATION
.WRRE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS, -/v"""-
CLOTH IN TRENCH p g
L
SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA &
V' v
uj
MAINTENANCE SIDE VIEW O
STEEL FENCE POST SET MAX 2'APART� I�
IN. 18" INTO SOLID GROUND
FRONT VIEW
2 SILT FENCE OUTLET
NOTES: FOOTING SIZE
PIPE SIZE WIDTH DEPTH
8" 12"
>2411-3611 1211 24"
>3611-5411 1811 3611
= H.
FILTER FABRIC
T
H = RIP RAP TO TOP OF PIPE �MAX. H = D +T�
i =15" CLASSTRIPRAP
T 12" CLASS'B'RIP RAP
112 DIAMETER OF PIPE OR 12"
WHICHEVER 15 GREATER
FILTER FABRIC �
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
TEMPORARY STREAM CROSSING SUMMARY
CHAIN
STATION
DIAMETER
NOTES
•Y2•
33 +00
48 11
SINGLE
-Y2-
100 +80
48"
DOUBLE
•V2•
114 +00
48 11
DOUBLE
42Revl-
152+80
48"
TRIPLE
T
A'
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
51 FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
11 MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
10, FOR CONDITIONS WHERE PRACTICE APPLIES-, PLANNING CONSIDERATIONS � HOWEVER FLOW SHALL NOT RUN PARALLEL
WITH THE FENCE� AND DESIGN CRITERIA.
11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
12, SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION
FOR CONDITIONS WHERE PRACTICE APPLIES� PLANNING CONSIDERATIONS.
13. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
(HOWEVER FLOW HALL NOT RUN PARALLEL WITH THE FENCE)
STEEL POST
-WOVEN WIRE FABRIC
—WARNING SIGN
;-
SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA.
W IRES
y 3
FILL SLOPE
Z
GRADE
6" MIN. COVER
OVERSKIRT`
�— E�TEN� WIRE 6' MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER'
' FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SIFT
FENCE IS PROTECTING
CNiCH BRSIN
AIR
V Ivil ull
VARIABLE AS DIRECTED BY THE ENGINEER
-WOVEN WIRE FABRIC
—WARNING SIGN
— ORRNGE, UV RESISTANT
HIGH • TENSILE STRENGTH
POLY BARRICADE FABRIC JYPICAL�
DATE: FEBRUARY 22/ 2012
TREE PROTECTION AREA
DO NOT ENTER
CHECKED BV: BRC
REVISIONS;
N0.
DATE
T
A'
lvv
�'
,
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
`
/vv
xvx
FRONT VIEW
M N. 12-112 GA.
INTERMEDIATE
WIRES
GRRDE
6 COMBINRTION SILT I TREE PROTECTION FENCE
STD # 40.03
MIN. iD GR.
LINE WIRES
6" DEEP COARSE AGGREGATE
ELEVATION
�v
� J FOR USE IN PROPOSED DITCHES
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
25'MINIMUM 25'MINIMUM
S A C ANNEL
TOP Of BANK TOP Of BANK o
w
PORN Q
a
w
STRNDRRD TEMPORRRY STRERM CROSSING Z
4011 �
'a
m�
a1
m
'a1
WARNING SIGN DETAIL
18••
NOTES:
W G SIGNS TO BE MRDE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION RNA 50'ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION Of PROJECT.
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL
FIELD CONDITIONS.
LACE A SIGN AT EACH END OF LINEAR TREE PROTECTION RNA 50'ON CENTER THEREAFTER.
MIN. 12-112 GA.
j
INTERMEDIATE
WIRES
GRADE
FRONT VIEW � TREE PROTECTION FENCE
40.04
0
0
N
_-
SIDE VIEW
i
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VARIABLE AS DIRECTED BV THE ENGINEER
WARNING SIGN
-WOVEN WIRE FABRIC
—WARNING SIGN
— ORRNGE, UV RESISTANT
HIGH • TENSILE STRENGTH
POLY BARRICADE FABRIC JYPICAL�
DATE: FEBRUARY 22/ 2012
TREE PROTECTION AREA
DO NOT ENTER
CHECKED BV: BRC
REVISIONS;
N0.
DATE
A'
lvv
/vv
xvx
ORANGE UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC �TYPICAL)
MIN. 12-112 GA.
j
INTERMEDIATE
WIRES
GRADE
FRONT VIEW � TREE PROTECTION FENCE
40.04
0
0
N
_-
SIDE VIEW
i
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STEED POST
-WOVEN WIRE FABRIC
—WARNING SIGN
— ORRNGE, UV RESISTANT
HIGH • TENSILE STRENGTH
POLY BARRICADE FABRIC JYPICAL�
DATE: FEBRUARY 22/ 2012
DRAWN 8Y'. MET
CHECKED BV: BRC
REVISIONS;
N0.
DATE
NOTE: FOR TREE PROTECTION ONLY
PROJECT NO..
H9001,00
SCALE: NTS
zA

I
NOTES:
N
W
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1. PUT SI�TfENCEORTREEPROiECTIONfENCEUPTO
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Q �" N
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2 IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
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w
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IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
LL o n
� k ? 2"�
w o
w
STONE ,THENTHETIRESOFTHEVEHIC�EMUSTBE
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BOU��ER INP.I
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w�
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BY CITY OF RALEIGH
TRANSPORT AND PLACEMENT
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TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL
�D NO
CLEAN THE AREA AND INVOICE THE FINANCIALLY
—
2 " YELLOW PAVEMENT
� mm
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
MARKING
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NEW CONSTRUCTION
OR ENTRANCE,
EXISTING ROADWAY
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GREATER.
12" MIN.
PLAN VIEW
6 "MIN 0 oc 0 0 r
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FABRIC UNDER STONE
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TRAIL OBSTRUCTION WITHIN PAVEMENT MRRKING
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QUARE FOOTIN
SECTION A-A SECTION B-B
HINGED BOLLARD & BOULDERS
PERMANENT BARRIER WOOD BOLLARD
HINGED BOLLLARD
NOTE: BOULDERS PROVIDED BY THE CITY Of RALEIGH
4 BOLLRRDS
B'-0" CTR TO CTR
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PROPOSED SAFETY RAIL
71-7" FACE TO FACE
POST CAP�
2"
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61-611
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A
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PRELIMINARY PLANS
54
DO NOT USE FOR CONSTRUCTION
1''z "X5!7' RAIL
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FINISHED GRADE
I2I #4 RE-BAR @ 11-611 CTS,
DATE: FEBRUARY 22, 2012
>
142
DRAWN 8Y'.
MET
—
30
CHECKED BV:
REVISIONS;
BRC
'!�IIQII �Ir��t III �I�IFI
9
NO.
DATE
-�I CONCRETE FOOTING
1
61 18 "MINIMUM
NOTES',
J
z 1. FENCE TO BE MASTER HALCO THREE -RAIL RANCH STYLE -----
GRAVELBASE
3C`R�P
�
FENCE WITH NOMINAL 8'SECTION LENGTH
1 .011
—III
LO
FOOTING WIDTH TO BE j2X� POST WIDTH. MINIMUM
PROJECT NO,:
GENERALNOTES
'K'DIMENSION
DEPTH 3011,
1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH
2 TYPE OF PIPE TO BE USED IS 1-518" MAX. O.D. BLACK IRON, LOW CARBON PIPE 42" SAFTEY RAIL: X : 11-211
H7OOl�OO
3. ALL JOINTS TO HAVE A 2" FILLET WELD,
48 " SAFETY RAIL: X =1' -0"
SCALE:
NTS
4. ALL METAL SHALL BE GALVANIZED PER SPECIFICATIONS.
5
42" OR 48" SRFETY RRIL
SRFETY RAIL EMBEDDED IN CONCRETE TRRIL
6
DETAIL FOR WHITE VINYL FENCE
1
� B

TEMPORARY SEDIMENTATION BAG
EXISTING TERRAIN
SCOPE DRAIN INLET
NOTE: PROVIDE STABILIZED OUTLET TO STREAMBANK
01111u unu%)
IMPERVIOUS DIKE.
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, INSTALLING,
MAINTAINING, AND REMOVING RN IMPERVIOUS DIKE FOR THE PURPOSE OF DIVERTING
NORMAL STREAM FLOW AROUND THE CONSTRUCTION SITE. THE CONTRACTOR SHALL
CONSTRUCT AN IMPERVIOUS DIKE IN SUCH R MANNER APPROVED BY THE ENGINEER.
THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE Of WATER INTO THE CONSTRUCTION
SITE OR CONTRIBUTE TO SILTATION OF THE STREAM, THE IMPERVIOUS DIKE SHALL
BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE
PLANS OR RS DIRECTED BV THE ENGINEER.
ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES,
SANDBAGS, ANDIOR THE PLACEMENT OF AN ACCEPTABLE SIZE STONE LINED WITH
POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC,
EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT RN IMPERVIOUS DIKE WHEN IT IS
IN DIRECT CONTACT WITH THE STREAM.
NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION, MAINTENANCE,
AND REMOVAL Of IMPERVIOUS DIKE S AND RELATED WORK RS DESCRIBED IN THIS
PROVISION. PAYMENT FOR SUCH WORK SHALL REDISTRIBUTED AMONG THE VARIOUS PRY
ITEMS.
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TEMPORARY SEDIMENTATION BAG S �;
UJ
THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, PLACING, AND
REMOVING A TEMPORARY SEDIMENTATION BAG S) RS DIRECTED BY THE ENGINEER. U
THE TEMPORARY SEDIMENTATION BAGS) SHALL BE USED TO FILTER PUMPED WATER W }
DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, ANDIOR CULVERT OR W Q
PIPE CONSTRUCTION,
THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2 � z
FABRIC, m W
SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND W
SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL
SHOWN ON THE PLANS, U
THE TEMPORARY SEDIMENTATION BAG S SHALL BE A WATER PERMEABLE FABRIC BAG
THAT TRAPS SA SILT, A D FINES RS SEDIMENT LADEN WATER IS PUMPED INTO
IT. THIS DEVICE SHRLL BE CONSTRUCTED SUCH THAT IT IS PORTRBLE AND CRN BE
USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, ANDIOR
CULVERT OR PIPE CONSTRUCTION,
THE TEMPORARY SEDIMENTATION BAG S SHALL BE A BAG CONSTRUCTED TO A MINIMUM
SIZE OF 10'X 15'MADE FROM A NONWOVEN FABRIC, IT SHALL HAVE A SEWNmIN 8
IN. MAXIMUM SPOUT FOR RECEIVING PUMP DISCHARGE, THE BAG SEAMS SHALL BE
SEWN WITH R DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS
SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH RS FOLLOWS;
TEST METHOD MINIMUM SPECIFICATIONS
ASTM Dm4884 60 LB11N
THE A CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE
RESISTANCE TO ULTRAVIOLET DEGRADATION AND MEET THE FOLLOWING
SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY.
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT
GRAB TENSILE
PUNCTURE
FLOW RATE
)RAIN PERMITTIVITY
UV RESISTANCE
DRAW
DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES
ASTM D -3]16 OZND
ASTM D•4632 LB
ASTM D•4833 LB
ASTM D•4491 GALIMINISF
ASTM D•4991 11SEC
ASTM D•4355 °lo
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THE CONTRACTOR SHALL INSTAL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE
WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER. PRELIMINARY ;, PLANS
THE TEMPORARY SEDIMENTATION BAG S SHALL BE PLACED SO THE INCOMING WATER
FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION, THE NECK OR SPOUT
Of THE BAG SHALL BE TIED Off TIGHTLY TO STOP THE WATER FROM FLOWING OUT Of
THE BAG WITHOUT GOING THROUGH THE WALLS,
THE O N ( S EDIMENTRTION BAGS) SHALL BE REPLACED AND DISPOSED Of WHEN
IT IS 314 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER
THE SEDIMENT OUT AT A REASONABLE FLOW RATE, PRIOR APPROVAL FROM THE
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REP ACEMENT,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING R SUFFICIENT
QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING
THE DRILLED PIER OPERATIO OOTING EXCAVATION, ANDIOR CULVERT OR PIPE
CONSTRUCTION,
TEMPORARY SEDIMENTATION BAG (S) WILL BE MEASURED AND PAID FOR PER EACH,
THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS
PROVISION, INCLUDING BUT NOT LIMITED T0, FURNISHING ALL MATE A S, PLACING
AND MAINTAINING THE TEMPORARY SEDIMENTATION BAG S, AND REMOVAL AND
DISPOSAL OF SILT ACCUMULATIONS AND BAG,
RTE. FEBRUARY 22, 2012
RAWN 8Y'. MET
NECKED BV: BRC
EVISIONS:
N0. DATE
PROJECT NO..
CALE: NTS
2c

+
,
Pracke Standari, and3pecijicatiunr
�
Practice Standards and Sperocadons
Table VI)a Seeding mhre
Table 6,10b
Seeding mixture
Table 6,10c
Seeding mixture
Tkle 6,11 k Seeding miture
Temporary Seeding
Species Rate (Iblacrej
Temporary Seeding
Species Rate (Iblacrej
Temporary Seeding
3pcies Rats jlblacre�
Seoding No. I P for; Steep SpRik' Raie pblacrej
Recommendations fof Lana
Rye (grainj 120
Recommendallons for
German mille� 40
REcommendations for Fall
R�e Igraln) 120
Slopes or Poor Solls; Low Till fescue 100
Winker and Early Spdng
Annual lespedeza �Kobe in
Summer
LL
Mainlawce SerICes leS�2d828 30
dmUlOL01
Piodmanf aid Coaol Plah
H
U
in the PiklmoN and Mourtiams, a smaB•s#emmed Sudangzs gay be
�
Seeding dales
Kobe fespdera 10
Y
Wean in @,louot�ins� 50
subslituted at ra1eo(5Olhlacr2.
Montaios— Aug.15. Dec, 15
Q
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WO Plan an0 Pis�monl,4ag.15 • Dec. 30
Seeding notes
0
Omit annual #aspetleza when duration of iemporary cower is not �o
Ssediog dales
Mou�fains—May1S- Aug.95
Wl iwdmenls
1. In Eastern Pietlmonf, 425(blacrePensaoola Bahiagrassor10lbl
aaecommon Beim udqass. Use common Bafmudagrass only wlere
exi2od beyoptl June.
Piedmonl— fay i -Aug. la
Fallow soil ids or ably 2,OM Vaae ground agacuhuial limssfona
it is 41kel� to berme a p2si,
Seeding k9s
Coastal Plain —Rpu, 35 • R4. 95
and 1,000 Iblacre 10.3 -10 feqilaer,
2. Ater Aug, 15, use u�seaik seicea sped,
Mou�6a�s�boue 2500 i�t: Feb. 15 •May 15
SCI amendmpr�
Mulch
3. Where a Deaf �pearanco is desired, amil sericea and su6siitule4D
Below 25D0le el: F�.1•May1
PiedmonWan.1- May I
Follow raromm�d�i�sof soil �storapp1y2 ,0001blacregrou�
A�I,y4, 00pIblactsslr�w. Rochotsl&wbyfackipgw�hasphalt,netting,
Iblac�s Bahia ray or 1 � Iblac�a Bermuda s�
� �
4. To 2�t�d spring seetlir� dales i�lo 3u�2, add 15 Iblaae hulled
Coastal Plain -D�c,1 •Rpt� 95
agia�llural limestone aid 7501b1acra 10.10.10 f�rtilizec
or a malr� anchoring fool A disk w�h blad� �t neady slraigM ray be
Bem�dqas, �lowevar, it � preferable la s�tl E2mporary cover and
Mulch
used asa mulch an�h�ing fod,
seed fescue in Sept
Salamandme�s
Follow recommenda�o�s of soil 1a�s or apps 1,000 �biaa�e ground
Ap�y4, 000lbfaaeslr�► u. ar�horsfrawbyiackingwifha�haif ,ne�ng,
Maintenance
Nurseplan�s
#CuNfal limasto�� and iSQ 1�1�re 10.10.10 fe�daer,
of a mulch an�o�g fool. Atlisk w�h blades sei nearly saaight cap b�
Rapa� and ra��ili�a damaged arcs �mediatelg. %pdr�s with 50
Between May i aid Rug.15, add 10 Iblacre German millet or 15 IbI
used as a mulch ardhodng tool,
Nacre of nkcgeo in March. 11 it is wessary � exlenl tampora�
acre Sudan ass, Prior fo day 1 or after qug.15, add 40 Iblacre rye
Mulch
sonar beyond June 15, oversaed wb 50 lblacre Kobe (Piedmd and
�graln),
4ply 4,000 lbkm s1taw. Anchorsiraw by laftg Ah asph4, nelling,
Refa�iliYerfgrowlhis�otfu�yacfe ,quake. Reseed,r�3e�iE�e and mulch
Coas�l P�iR� or Kor�a� ftun�ains� lespsdera in late February or
Qa�yh9arch.
era mulch anchor�g fool. Adislc w�h blades set nearlyslraghl can be
�nmedialaly following erasion or other damage,
Seeding dates
4ssd � a mull ancha��g tool.
Mainf�na�
Besl Possible
Re��ili�eilg�ou�hisnoff�l�adepuat�, Reseed, refeNlize and mulch
Fall: bug, 25- Sept 15 Aug, 24.Oct25
irnmediafely following erosk or dhEr *age,
Lie Wi►ier Feb, 15 • Mar, 21 Fah.1 -4t. 15
E811 is bell for fall fescue, and lespederas in We kler, puerseedirg
piKoIx iespeka over fall - seeded lalf fescue is very effecfiva. Use
Adled Bermudagmss seed in fall.
Sail amendments
Apply lime and felilizer accotding to soil tesfs or apply 4tXO Iblacre
ground agricullu4 limestone and I ,000 Tacna 40.10-10 felilizer.
Mulch
Apply 400-57040 Iblws g* straw or equivale�t coue� of anothef
suitable Mulching material, Anchor mush by fack�ng with asphall,
rouirig,ornettiog, NettingisEhepreferiedankringmefhodon sleep
slopes,
Malntenance
ReferGEizein1he second yexun�essgrowchisfullyadequafe. Maybe
yawed once ofNce a year, bu# mowing is not nanssary. R2soed7
kilite, and mach damaged arias immediately,
�Refer io APP andix $.02forbolaniol mmQS,
Gf0,4
6.1Q,�
6,19,6
b,1f,19
Proedee Standards and Speeiculions
Practice Standards and5pecocafiw
Table 6,191
Se4ing mlulure
Table 6.19m Seeding mixfure
Table 6.99n Soedingmixture
Tible 6.910 Seeding mlxlure
Seeding No, 2P for: Gentle
Species' Rats {
Seging No. 3P for, Gentle
5gOclOs' Ralo (IblweJ
Seeding No. 4P for-, Gentle
Species' Rats (Iblaclt)
SeedIng No, 5P for: Specie' date (Wacref
Slopes, Average Soil; Low
Tall fescue 80
Slopes, Soils Ah Average
8le�d of (wo [urf•lype tali
Slopes, Sails kmewhat
Byrd of 56 °fo KY-31 fall fescue
Grass,lined channels Tall fescue V (4.5 I0 1000
Ma0enance
Sericealespedeta 20
arBafierMoislure
fescues(90%jandtwoor
Wormer or Drier Phan 3P,or
and 50°lo mike o!twoor
purse pl�n�
Kobe I�p�eza 10
Retention,
more improved Kam�cky !
wlth physical LlmiiaPia�s;
more turf -hype tall kscues 2�0.2�
Cooler Sides; Nigh
bluegrass va�efies X169'0} 200 -250
High Malolenance
Or
Beiv een May 1 and Aug, 15, �tl 151Nacr� Suda�g�ass or 1� lblacr�
Seeding ��e�
Maintenance
�
Bleed o(t�r� or mop tu�.�p
German millel, Prior to May 1 or offer A�g, 15, add 40 lblacre rye
1. Aer Aag,15, use unscariified s6rea seed
Seeding dales �
tall iesaues 200.25
Egrain�
2. Where p2n'odic mowing is plan* oranEat appearance isdesired,
�
amilserirea and kieaseKobe lespedezafo9Q IblacN.
��f Posslbl$ �
Seeding dotes
Seedlng dais
8esl�ug,2�•0�.
3. To extend sprig �e�'ng dates iota dupe, add 15 Iblacre hulled
Be�mudagrass, However, aft mid-Apr. it i5 pref2rablo fo sped
FAIL' Aug, ��Sspi,1� Aug. 0 -Ock2� !
Possible
�ossible;f2b,•Apr.1�
�mpota� cower. �
lNi�ter. — Feb. I • Mai, 31
1`811. Rig, 2S • Sept 15 Aug.20. Oct 25
Avoid seeding from Nov. fa Jai, if seeding must b2doi� 84fhis tme,
Nurse plants
For gGalily lug, avoid spn'ng siding. Where grading is complk I
Wider — Feb, 1- Mar. 31
add 401b1acfe �E grain and use a charnel Going �ai oflers maximum
9eiweep May 1 and Aug, 15, add 10 Ib1acie Gefrra millet or 1 � V
dOng data windar a spring, an ahemalive is to seed 30 Vacie Kobe
prolecfion
aye Sudqtass. Pia fo May 1 or Aer Aug. 15, add 40 Vacre rye
iespetleza, keep sowed, pfepafe seeded, and sk a permaienl
For qoalily turf, avoid sp�►g seeding. Where grading is compleW
{grainj,
r��luro iR early tall,
during fad winter or spring, an alfer�aliue � fa seed 30 �lac�e Kobe
Soil amendments
I%pEdeza, keep mowed, pmpara se�b¢d, and seed permaqen1
4p� limy and felliter anrding � wil lists, or apply 4,000 Iblaae
SeedIng dates
Soil amendments �
miKi�re bei�e� ��, 25 and �ept� 1�,
gmund agriculpural limesiope a� 1,000 �1acre 10.10.1p ie�iliiac
Rely lima and fedl;zeracoording to soil Ws, or app1y4,0001blacre �
Ope �i� Pillage quipmentaeross�ewatenvay,
Best passlbla
g[ouod agricuIluraE limesfame and 1,000 INacre 40.10.10 fediiaer,
$oil amendments
Rp�p lime and f�tiU� ac�r�'�g to sal les1s or ably 4,006 �1aae
Mulch
Fall: Aug, 2� • SepL 95 Aug. 20.Oc1, 2�
Mulch
ground agdcu�►al �mesfo�e a�tl 1,0� �bfaae 10 -1 a10 fe�ilizer,
Use a rolled erusioi co�Ual product to couEr the 6�lom of channels
Late Wine. Feb, 15 • Mar, 21 Feb.1 -Apr. 15
Apply 4,000 �1aae small grain slaw or eqdvalenf cover of anofhor
and ditches, a�d saple securely, The lining should 0end above the
suable mulch, A�k s�awby4acking Qh aspha�, PkAg, fovng, or
Mulch
highest calculaied depth of haw, On channel side slopes above tlhis
Fall is 6es1 fori�t fescue and tale winder lof lesodws. Ovemeding
by crimping with a mulch anchoring tool A disk with blades set nealy
Apply Q,00 Ib' &gyre fain straw x Qqu�al�i cover of ar�h�r sui�able
hei#, and in dra�ages not �egoir�g f�mporary llnipgs,apply 4,004
of Kobe lespedeaa overialkeeN tall fescue is very ellective.
sfralghf can 6e used as a mulch antring tool,
mach. Anchor straw by king I'1h asphalt, roving, nding, or by
Iblacre grain slaw, and archor s�faw by s1spling neNing over the top,
Sail amandme�
Nlai�ie�a�ce
crimpirg witl� a mulch anhoring tool. fl ask with bides sef neatly
s�aighl ray be used �s a mulch an�anng roof,
Mulch and anhori�g �tE�als mud ool he allowed to wash down
Apps lime and ferlilir�rar�ordiog to soil ios�, o� apply 4,0W nacre
f act�td�g to sal �2sfs otapply 40 lbl8m nitog�► in Jan, or
slopes where l�yca�dagdrai�agadavices,
g�und agdcultural limeslane and 1,N0 Vacre 10- 10. 10 (edilizer.
Fib., 401b in Sep1., and 40 Ib i� Nov., ftom a 124.8,164.81 or similar
Mwtenance
larf foiilizer, Avoid (actilizer applications du�ng wpm weather, as this
Fe�il:,ae accotdiRg to sail Pests or apply 40 Iblac�a n�ragao in Jan. or
Maintenance
����
increases slab losses fo �sease. Mop la a heigh( of 2.��,5 ipcfes
Feb,, 40 Ib in Sept,, a� 40 lb � Nov,, iroa a 12-4, 164-8, or similar
Inspr�f and repair mulch (req��lly Relertilite in late winter o� the
apply 4,000 I�lacre grain sh�aw ar equivale�f suer of a�ofh�r su��le
�s �ee�2d. R�926d, i�t�9, aid mulch damage a�aas imm�ia�ly.
turf f�r�lizer. Avoid �iiGze� appliGabo�s tlu�►g wpm wealhe {, as
tallrnving year, use soil ies� or apply 150 INacre 10.10.1. Mir
mule. Rn�hor straw by tac�pg wig �p�al� neltmg, or roving � ay
this kreases s�an0 lasses to disease, Reseed, f��ille, and mulch
�egu:a�� 10 a height of 2� inches.
crimping wilh a mulch anchoring fool, A disk pith blades set n0y
damage areas immediately. Maw to a height of 2,515 inches as
slraighE can � used as kh aochoingtaol,
'Refer toapp6fldix 02for bola oiCal names.
needed.
'Refer to #endix 8.02 for bolanical games.
Maintenance
Reldifize iP tlhe seooRd year unless growh is fully adequate. May N
'Refer �o Appendix 8.02 for boanical games.
mowed once or lurice a year, buI sowing is no! necQSSa�, Reseed,
Wilite, and mulch damaged area immedialehy
b,1120
'Refer lo Appendix 8,07' bOl2kal names,
6,11,21
6.11012
61113
TEMPORARY AND PERMANENT SEEDIN CHARTS
I
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N0. DATE
PROJECT NO..
CALE:
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LIST OF PIPES
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N0.
DATE
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H9001,00
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811 FM J� EL = 19250' III �I III III PI = p � _ �0 +20,00 DRAWN BY: MET
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APPROXIMATE �/c = 60 ' � - - -- �______ EL = 189.401 CHECKED BV: BRC
�r � �IIIII XISTING 42'PVC (EWER III EXISTING 421'�VC SEWER REVISIONS;
---- � - - - -- �`�-------------- ��----- - - - - -- �7O N0. DATE
III III PROPOSED 72'PVC SEWER PROPOSED 72'PVC SEWER
72' PROPOSED SEWER PI = 20 +30.00 PI = 20 +40. 6 PROJECT NO,;
EL =
CROSSES UNDERGREENWAY 42- 11 -S4.8S 189.10' = �88,%O^001'00
AT THIS [OCATION [XISTING 42" SS J
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INVERT it = 163.41
150 SCALE: r =so'
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DATE: fEBRURRY 22/ 2012
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DRAWN BY: MET
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CHECKED BY: BRC
— — — — — — —
REVISIONS:
NO.
DATE
EXISTING 4P °PVf SEWER
III
PROPOSED 72' PVC SEWER
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END BORRDWRIK 2 -
PROJECT NO,:
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HDPE I III III VC = 1840021 v C = ISO III CHECKED BV: BRC
---------------- - - - - -- REVISIONS;
EXISTING 42" PVC SEWER III ENISTING 4P °PVC SEWER III �III EXISTING 42° PVf SFNER � �7O N0. DATE
PROPOSES 72' PVC SEWER III PROPOSED 72' PVC SEWER III PROPOSED 72' PVC SEWER
--------------------- �------------------------------------------- �--------- - - - - -- - - - -- -1160
PROJECT NO..
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SCALE: 1 " =50'
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110 �-------------------------------------------- ���-- ��--------------------- �-------- - - - - -- �
EXISTING 42' PVC SEWER ENISTING 42' PVC SEWER
EXISTING 41 °PVC SEWER
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16O �---------------------------------------- - - - -�, PROPOSED 12 °WC... III \\�'��,, I
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DATE: fEBRURRY 22 2012
DRAWN 8Y'. MET
CHECKED BY: BRC
110 REVISIONS:
NO. DATE
160 PROJECT NO,:
H9001,00
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INVERTOUiEI.?INVERiIN E1.1S5.14 INVERT IN El.? IM H. 179.68 INVERT OUT H. RIM E1.11961 DO NOT USE FOR CONSTRUCTION
INVERT IN E1.1S5.68 INVERT IN El.1SS.61
0 E� _ �82,�6 INVERT OUT ELISS.14 INVERT OUT H. INVERT OUT E1.15S,68 INVERT OUT El.1SS bl
VC 100
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EL 182.89' E� = 18�4� � F1 64 400 CHECKED BY: BRC
EL = IBI,OP Fl 66 250L L F1 6' +15oOO REVISIONS:
17 VC 80/ F1 71�55oOO NO. DATE VC = VC 90' Et = 178.67' EL i78,9B' PI 69 +60.00 F1 = ?0 +60.00 VC 80/ VC 801 DUAl40lf -36" HDPE VC 60' Et 179o271 Et = 177o791 E' - IB0,07' �
III ul VC = 90' VC = 901 VC =100'
III III III
PROJECT NO,:
PROPOSED 72' PVC SEWER III PROPOSED 72' PVC SEWER III PROPOSED 72' PVC SEWER III PROPOSED 12 °PVC SEWER
15O 15O SCALE: 1 " =50'
60 +00 61 +00 62 +00 61 +00 10 +00 11 +00 12 +00 13 +00

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PISTA,14 +10.33 ?!STA75 +60.94 PISTA, 76 +82004 J FW o a
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8'44'40o6` (RT) D= 61' 44' 4301" (LT) 27' 6' 13.0' (RT) Q W
D =1° 09' 43,1° D = 38° li 49a9" D = 28° 38' 52.4° � u W u � 3
L = IP2,10'
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INVERT our L 155.54 OffSIT 11,03 RT PI = 82 +10°00 PI = 83 +90,00
IM It. 181.41 PI= %9 +00.00 PRELIMINARY PLANS
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PI = 85 +00.00 REVISIONS:
17 Q � PI= 74 +05.00 III � EL = 11913' EL = IBI,08' EL = 160,15' P�= 83 +00.00 1%� No. DATE
PI = 75 +85,00 EL = 180.55' EL 179.401
EL = 11918' III � VC = B0' VC =10�' VC =100'
VC = 80' VC = 40'
III VC = 40'
VC = 50' II
III
160 � ------------------- - - - -�� 160 PROJECT NO,:
III PROPOSED 72'PVC SEWER
150 150 SCALE: III =50'
7 3 +00 7 4 +00 7 5 +00 7 6 +00 77 +00 7 8 +00 7 9 +00 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 9

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110 N0. DATE
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