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CITY OF RALEIGH
NORTH CAROLINA
NEUSE RIVER TRAILS
WALNUT CREEK
INDEX OF SHEETS
1
1A
1B THRU 1C
2 THRU 2D
2E THRU 2K
3
3A THRU 3E
4 THRU 12
X -1 THRU X -13
TITLE
SYMBOLOGY SHEET
NOTES
TYPICAL SECTIONS & DETAILS
LANDSCAPE PLANS
DRAINAGE & PROPERTY SUMMARIES
EARTHWORK SUMMARY,
SIGNING SUMMARY AND DETAILS
PLAN & PROFILE SHEETS
CROSS SECTIONS
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LOCATION:
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GRADING, PAVING, STRUCTURE, DRAINAGE, Q O
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BEGIN CONSTRUCTION
TIE TO EXISTING TRAIL
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PLANS
GRAPHIC SCALES
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PROFILE (HORIZONTAL)
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DESIGN DA TA
DESIGN SPEED = 20 MPH
LEAN ANGLE = 15 DEGRESS
FUNC. CLASSIFICATION = GREENWAY
END PROJECT...... -
END CONSTRUCTION
-WB- A. 15 +20.00
PROJECT LENGTH
LENGTH OF GREENWAY = 1.390 MILES
LENGTH OF BOARDWALK = 0.000 MILES
LENGTH OF BRIDGE = 0.000 MILES
LENGTH OF PROJECT = 1.390 MILES
PRELIMINARY PLANS I
D® NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
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' TYPE OF WORK:
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GRADING, PAVING, STRUCTURE, DRAINAGE, Q O
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Yl- STA. 18 + 70.70 ~
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END CONSTRUCTION J
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BEGIN CONSTRUCTION
TIE TO EXISTING TRAIL
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PARK
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50 25 0 50 100
PLANS
GRAPHIC SCALES
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
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PROFILE (VERTICAL)
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DESIGN DA TA
DESIGN SPEED = 20 MPH
LEAN ANGLE = 15 DEGRESS
FUNC. CLASSIFICATION = GREENWAY
END PROJECT...... -
END CONSTRUCTION
-WB- A. 15 +20.00
PROJECT LENGTH
LENGTH OF GREENWAY = 1.390 MILES
LENGTH OF BOARDWALK = 0.000 MILES
LENGTH OF BRIDGE = 0.000 MILES
LENGTH OF PROJECT = 1.390 MILES
PRELIMINARY PLANS I
D® NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
1

BOUNDARIES AND PROPERTY
State Line - - - --
County Line --
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
Existing Fence Line
O
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123
CONVENTIONAL
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -WLB- - - -
Proposed Wetland Boundary WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
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wcR Existing Telephone Pole
S
Sign
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Well
Small Mine
0
Foundation
0
Area Outline
Cemetery
F T
Building
T
Designated LYG Telephone Cable (S.U.E. *) -
School
Recorded U/G Telephone Conduit
Church
Designated LYG Telephone Conduit (S.U.E. *)- -
- - -TC- - - -
Recorded U/G Fiber Optics Cable
Dam
Designated LYG Fiber Optics Cable (S.U.E.*)- -
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
100 Year Flood Plain
500 Year Flood Plain
Floodway
Flow Arrow
Disappearing Stream
Crrirn
vrw....7a
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
PLAN
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker 0
Existing Right of Way Line
Proposed Right of Way Line n
Proposed Right of Way Line with R
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line E
Existing Greenway Easement Line -- -- --
Proposed Temporary Construction Easement -
Proposed Permanent Greenway Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Limits of Disturbance -
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Temporary Silt Fence
Temporary Tree Protection Fence
� Temporary Combination Tree -x
Protectiorv'Silt Fence
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PGE
PDE
DUE
PUE
TUE
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BZ 1
BZ 2
100 -
500
FW -
< -- - --
<- FLGW
Proposed Wheel Chair Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
—X -X-
SHEET SYMBOLS
PEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded UVG Power Line
Designated U/G Power Line (S.U.E. *)
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Vineyard
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TELEPHONE:
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T T T Proposed Telephone Pole
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T T T T Telephone Manhole
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n n n Telephone Booth
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n n n n Telephone Pedestal
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Telephone Cell Tower
U/G Telephone Cable Hand Hole
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Recorded U/G Telephone Cable
T
Designated LYG Telephone Cable (S.U.E. *) -
- - -T- - - -
Recorded U/G Telephone Conduit
TG
Designated LYG Telephone Conduit (S.U.E. *)- -
- - -TC- - - -
Recorded U/G Fiber Optics Cable
T FO
Designated LYG Fiber Optics Cable (S.U.E.*)- -
- - -T FO- - - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant
Recorded UAG Water Line W
Designated U/G Water Line (S.U.E.* ) - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C
TV Pedestal ILI
TV Tower
U/G TV Cable Hand Hole Iq
Recorded LPG TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded LPG Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *)-- - - - -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded LPG Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank Water, Gas, Oil
AEG Tank Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
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DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
PROJECT NO.:
H9001.00
SCALE: NTS
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REVISIONS:
1 NO. I DATE 1
PROJECT NO.:
H9001.00
SCALE: NTS

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. UNLESS NOTED OTHERWISE IN THESE PLANS OR ASSOCIATED SPECIFICATIONS
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, CERTIFICATIONS, 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 SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS
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 A PRE - CONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED
PRIOR TO PRE - CONSTRUCTION MEETING.
NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC. THAT MAY BE REQUIRED.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE
REMOVED FROM THE SITE ON A DAILY BASIS.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE IMMEDIATELY.
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.
CONSTRUCTION /SAFETY 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 A 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 MEETING.
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 SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS 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 BY CONTRACTOR.
NOTES
THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES 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 CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
THE OWNER.
SEQUENCE OF CONSTRUCTION ACTIVITIES
1. A 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 - 791 -4200 TO
SCHEDULE A MEETING.
2. INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEET 1 D. OTHER STAGING
AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION.
CONTACT THE CITY OF RALEIGH AT (919)516 -2837.
3. DETERMINE AND MARK LIMITS OF DISTURBANCE.
4. INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS.
SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON
APPROVED PLANS.
5. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY
ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE.
6. TOPSOIL AND STONE BASE REMOVAL AND /OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE
PROPOSED LIMITS OF DISTURBANCE.
7. BEGIN GRADING & CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES.
8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS.
9. 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 DAMS /IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER
QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CULVERT TO BE CONSTRUCTED IN THE DRY.
CONTRACTOR TO COORDINATE WITH EROSION CONTROL INSPECTOR. ANY TEMPORARY COFFER DAM SHALL
BE CONSTRUCTED OF MATERIALS SUCH AS SHEET PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR
LARGER STONE THAT WILL NOT CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY. A
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, SHALL BE
USED TO FILL THE BAGS. THE COFFERDAM SHALL 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 2C FOR DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE
WORK OF INSTALLATION, MAINTENANCE, AND REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS
PROVISION. PAYMENT FOR SUCH WORK SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
11. AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL
BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
12. 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.
13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY 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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NARY PLANS]
Q• D® N ®'P" USQ•, R CONSTRUCT—
DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
IPROJECT NO.:
H9001.00
t

NOTES
EROSION CONTROL NOTES
TOTAL ACREAGE OF DISTURBED AREA IS 21.83 ACRES, TOTAL PROJECT AREA IS 1,901.26 ACRES.
ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 35.8 ACRES.
SEE CONTRACT DOCUMENTS AND SHEET 2D FOR SEEDING SPECIFICATIONS.
ON -SITE BURIAL PITS ARE NOT ACCEPTABLE.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE /COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF GRADING.
DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES
THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL
REPRESENTATIVE OF THE STATE /COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL
INSPECTIONS DEPARTMENT.
CONSTRUCTION, MAINTENANCE, REMOVAL 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 A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE
RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC.
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 STREAMS, LAKES,
RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY
THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT.
FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL
PLAN OR TO PERFORM EROSION CONTROL WORK AS 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 BY 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 - WETLANDS. TREES. STORM PIPING
CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING /STOPPING LOCATION.
ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CONTRACTOR SHALL MAINTAIN 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.
WETLAND LOCATION /DELINEATION BY ESI DATED 12/2006
LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION
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, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE
CONTRACTORS EXPENSE.
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COMPACTION NOTES Ce Q U
STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR LL � � 8 z T w
LESS (LOOSE MEASURE), AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND 06 W � _ ^ �
WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION Y � W ° �
TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT a N m Cn °
z
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM THAT THE SPECIFIED DEGREE OF Uj
COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY A SOILS U �
TECHNICIAN. U o
2006 NCDOT ROADWAY ENGLISH STD. DRAWINGS
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THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN ®� �®
BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JULY 187 2006 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD.NO. TITLE
DIVISION 2 - EARTHWORK J
200.02 Method of Clearing - Method II
DIVISION 3 - PIPE CULVERTS 0
300D.01 Method of Pipe Installation - Method 'A' 0
DIVISION 8 INCIDENTALS O
838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew rlC
838.80 Precast Concrete Endwall - For Single 12" thru 72" Pipe 900 Skew LJ,J d-
848.01 Concrete Sidewalk LJ.J LV LV
876.01 Rip Rap in Channels I:e J a
876.02 Guide for Rip Rap at Pipe Outlets U Q 0
876.04 Drainage Ditches with Class 'B' Rip Rap Q =
ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND
SPECIFICATIONS. D oC W
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SEEDING
A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER - SEEDER, APPROVED 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. AFTER SEEDING, ROLL AREA
WITH A 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 DAY.
D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4
INCHES OF SOIL DEPTH.
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MULCHING AND MATTING
A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS
THEN THE FOLLOWING:
PRELIMINARY PLANS
1. SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE D® NOT USE FOR CONSTRUCTION
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 AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE -E OR CUT -BACK ASPHALT ff NOVEMBER 23, 2011
GRADE RC -2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF IONS:
TACKING STRAW MULCH. DATE
C. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE
DRAINAGE SUMMARY SHEET. D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.:
APPROVED PLANS.
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. H9001.00
CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). PROTECTION SCALE: NTS
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
GRADES UNLESS OTHER WISE NOTED ON THE PROFILE. APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER- DAMAGE. 1 C

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CONDITIONS PERMIT
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NOTES:
- TRANSITION SUPERELEVATION AS SHOWN ON PLANS - TYP. DISTANCE IS 101
.
- USE 6' SHOULDER IN FILL SECTIONS AND 3' SHOULDER IN CUT SECTIONS.
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BEGIN STATION
END STATION
PROVIDE A SAFETY RAIL FOR THE
(D
PAVEMENT SCHEDULE
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24 +48.17
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33 +73.57
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SLOPE >_ 3:1 AND DROP OF 6'
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(BEGIN CONSTRUCTION) 10 +00.00
54 +44.51
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15 +20.00
(END CONSTRUCTION)
SLOPE >_ 1:1 AND DROP OF 1'
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- TRANSITION SUPERELEVATION AS SHOWN ON PLANS - TYP. DISTANCE IS 101
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- USE 6' SHOULDER IN FILL SECTIONS AND 3' SHOULDER IN CUT SECTIONS.
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DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
IPROJECT NO.:
H9001.00
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CHAIN
BEGIN STATION
END STATION
PAVEMENT SCHEDULE
-L1-
(BEGIN CONSTRUCTION) 10 +17.55
24 +48.17
(SUNNYBROOK ROAD)
-L1-
(SUNNYBROOK ROAD) 25 +25.85
33 +73.57
(END CONSTRUCTION)
PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE
-1-2-
(BEGIN CONSTRUCTION) 10 +00.00
54 +44.51
(EQUALITY)
Cl
COURSE, TYPE S9.513, AT AN AVERAGE RATE OF 224 LBS.
-WB-
(BEGIN CONSTRUCTION) 10 +00.00
15 +20.00
(END CONSTRUCTION)
PER SQ. YD.
-Y1-
(BEGIN CONSTRUCTION) 10 +00.00
18 +70.70
(TIE TO -WB -)
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PROPOSED 5" CONCRETE SIDEWALK
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1' SHLD.
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2.5
WIDTH VARIES
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POINT $
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6:1 MAX.
02
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6.1 MAX
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T
ORIGINAL GROUND
TYPICAL
SECTION #2
CHAIN
BEGIN STATION
-LJ1-
(BEGIN CONSTRUCTION) 10 +00.00
11 +15.75
(END CONSTRUCTION)
-LJ2-
(BEGIN CONSTRUCTION) 10 +18.97
14 +27.27
(END CONSTRUCTION)
-LJ3-
(BEGIN CONSTRUCTION) 10 +14.31
13 +49.96
(END CONSTRUCTION)
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DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
IPROJECT NO.:
H9001.00
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NTS

DESIGN CRITERIA NOTES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL FENCE POST
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN
CD
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WIRE FENCE
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION.
HARDWARE CLOTH
THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
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MIN. 12 -1/2 GA.
NCDOT SEDIMENT CONTROL STONE
LOWER THAN THE OUTER EDGES AT NATURAL GROUND BANKS.
ELEVATION. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO
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LINE WIRES INSTALLED TO SECOND j %� ; WIRES
3 FILTER
FABRIC ON GROUND
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK
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ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS DAM.
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PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION
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ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
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STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO ELEVATION OF THE UPPER DAM.
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OF UPPER EDGE OF
BURY 6"
RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM
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FILTER FABRIC
IN TRENCH
USE NCDOT CLASS B RIP RAP AND LINE THE UPSTREAM HEAVY FLOW THAT COULD CAUSE EROSION.
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FRONT VIEW
SECTION VIEW
SIDE OF THE DAM WITH NCDOT SEDIMENT CONTROL STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST
KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT UPSTREAM IS STABLE.
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BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT
6�0��
4' MIN.
SILT FENCE
AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
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- END OF SILT FENCE SHOULD BE TURNED UPHILL STEEL POST
-SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
WOVEN WIRE FABRIC
TOP OF SILT FENCE
�, 12" OF NCDOT SEDIMENT
9 MIN. 1.5' MIN CONTROL STONE �" 1.5 `-
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MUST BEAT LEAST 1'
IS ALWAYS REQUIRED
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES
SILT FENCE GEOTEXTILE FABRIC
ABOVE THE TOP OF
THE WASHED STONE -
:: *1 CLASS B RIP -RAP
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PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW -
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PLAN VIEW r
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. IN
EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED &THE o 6" MIN. COVER *
STONE SHALL BE AT A MINIMUM OF 16" ABOVE GRADE AT THE N OVER SKIRT
BURY WIRE FENCE,
FILTER FABRIC,
CROSS- SECTION VIEW
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE
VELOCITY OF FLOW. L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
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DIRECTION OF FLOW & BETWEEN 60 - 45 DEGREES. ANCOR SKIRT AS DIRECTED *
STEEL FENCE POST SET MAX 2' APART
AND HARDWARE
I�- CLOTH IN TRENCH
DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
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MIN. 18" INTO SOLID GROUND
SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA & '� L
SIDE VIEW
FRONTVIEW
MAINTENANCE
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1 C.O.R. STD # 40.01
SILT FENCE OUTLET
CHECK DAM SIDE VIEW
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PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
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B 15" - 24" 8" 12„
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PLAN VIEW >3611- 54" 18" "
PLAN VIEW
4 x DIAMETER 4 x DIAMETER
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FILTER FABRIC
FILTER FABRIC H = RIP RAP TO TOP OF PIPE (MAX. H = D +T)
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NOTES:
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1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
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.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
5. 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.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
40"
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
40" 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
_ FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
PROTECTION AREA.
WITH THE FENCE) AND DESIGN CRITERIA.
11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
ih TREE PROTECTION AREA ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
'v 12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
18"
TREE PROTECTION AREA FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS.
v 18" 13. SEE N.C. STATE DENR PRACTICE &SPECIFICATION SEDIMENTS FENCE SECTION.
c (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE)
ih DO NOT ENTER MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
_
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL
c� DO NOT ENTER
FIELD CONDITIONS.
WARNING SIGN DETAIL
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
WARNING SIGN DETAIL 8' MAX.
PRELIMINARY
PLANS
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX
D® NOT USE FOR CONSTRUCPI ®N
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST
WARNING SIGN STEEL POST WIRE FABRIC
WOVEN WIRE FABRIC TREE PROTECTION AREA
WARNING SIGN
WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA. DO NOT ENTER
LINE WIRES
ORANGE, UV RESISTANT
TREE PROTECTION AREA HIGH - TENSILE STRENGTH
MIN. 12 -1/2 GA.
POLY BARRICADE FABRIC (TYPICAL)
INTERMEDIATE
p WIRES
MIN. 10 GA.
LINE WIRES
DO NOT ENTER _ _ o
MIN. 12 -1/2 GA. b co
DATE: NOVEMBER 23, 2011
q co FILL SLOPE SILT FENCE FABRIC
INTERMEDIATE N
WIRES " z
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WIRE FROM TO
REVISIONS:
NO.
DATE
.....
Z�
GRADE
GRADE -11111 VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII VIII
� _ = -11 =M-
- VIII VIII
=11111 -VIII VIII
VIII VIII VIII VIII VIII VIII -VIII VIII -VIII -VIII VIII - VIII - VIII -VIII -VIII VIII VIII c
6" MIN. COVER
i OVER SKIRT
(V 1 -i � VIII
„ I VIII
VIII
-
ORANGE UV RESISTANT VIII - Illil
PROJECT
NO..
EXTEND WIRE 6 MIN. INTO TRENCH
AND ANCHOR SKIRT AS VIII FRONT VIEW VIII
_
VIII HIGH - TENSILE STRENGTH VIII
VIII POLY BARRICADE FABRIC VIII
�! �! DIRECTED BY ENGINEER * ��I = =
I -
(TYPICAL)
-
H9001.00
SIDE VIEW
SIDE VIEW
SCALE:
NTS
FOR FAILURES, ES, SILT
FENCE FAILURES, USE
USE COMBINATION SILT/ TREE PROTECTION FENCE
No. 57 WASHED STONE.
FRONT VIEW TREE PROTECTION FENCE
FOR ANCHOR WHEN SILT C. 0. R. STD # 40.03
FENCE IS PROTECTING
C. 0. R. STD # 40.04 NOTE: FOR TREE PROTECTION ONLY
2A
CATCH BASIN.

A B
61_LNI
GENERALNOTES
1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE
3. ALL JOINTS TO HAVE Al /" FILLET WELD.
4. ALL METAL SHALL BE GALVANIZED PER SPECIFICATIONS.
(_ ,l 42" �OR 48" SAFETY RA�IL
Mnl 11 nCO /T /n x
'X' DIMENSION
42" SAFTEY RAIL: A = 1' -2"
48" SAFETY RAIL: A = 1' -4"
STOP SIGN GREENWAY TRAIL HINGED BOLLARD
BOULDER (TYP. SEE DETAIL
BOULDERS TO ICE SUPPLIED
BY CITY OF RALEIGH
TRANSPORT AND PLACEMENT
BY CONTRACTOR C)
6" YELLOW PAVEMENT
MARKING
1/2" EXPANSION JOINT (SEE DETAIL 6, THIS SHEET)
WHEN TIEING TO TIE TO EXISTING
CONCRETE SURFACE N CONCRETE /ASHPALT
5FT RADIUS UNLESS
OTHERWISE NOTED
---- - - - - -- T - - - - -- ---- - - - - -- y --------- - - - - -- - - -- ---- - - - - --
r-------------L----------------------------------------------------------1---------
PLAN VIEW
2' -6"
SQUARE FOOTING
HINGED BOLLARD & BOULDERS
NOTE: BOULDERS PROVIDED BY THE CITY OF RALEIGH
51 CONSTRUCTION ENTRANCE
POST!
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NO. DATE
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NORMAL STREAM FLOW AROUND THE CONSTRUCTION SITE. THE CONTRACTOR SHALL w = z N Z
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EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN 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 AS DESCRIBED IN THIS
PROVISION. PAYMENT FOR SUCH WORK SHALL BEDISTRIBUTED AMONG THE VARIOUS PAY J
ITEMS.
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SEDIMENTATION BAG`.
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TEMPORARY SEDIMENTATION BAG(S): �e 0
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SHOWN ON THE PLANS.
THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG
THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO
IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE
USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR
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 SEWN -IN 8 w CD CD o
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TEST METHOD MINIMUM SPECIFICATIONS m T c � U A E W
ASTM D -4884 60 LB/IN W
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RESISTANCE TO ULTRA- VIOLET DEGRADATION AND MEET THE FOLLOWING z
SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY:
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT ASTM D -3776 OZ/YD 8.0
GRAB TENSILE ASTM D -4632 LB 200.0
PUNCTURE ASTM D -4833 LB 130.0
FLOW RATE ASTM D -4491 GAL /MIN /SF 80.0
PERMITTIVITY ASTM D -4991 1 /SEC 1.2
UV RESISTANCE ASTM D -4355 % 70.0
THE CONTRACTOR SHALL INSTALL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE
WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER. PRELIMINARY PLANS
D® NOT USE FOR CONSTRUCTI ®N
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 TEMPORARY SEDIMENTATION BAG(S) SHALL BE REPLACED AND DISPOSED OF WHEN DATE: NOVEMBER 23, 2011
IT IS 3/4 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER REVISIONS:
THE SEDIMENT OUT AT A REASONABLE FLOW RATE. PRIOR APPROVAL FROM THE NO. DATE
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT
QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING
THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR PIPE PROJECT NO.:
CONSTRUCTION. H9001.00
STILLING BASINS WILL BE MEASURED AND PAID FOR PER EACH. THIS PAYMENT WILL
BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS PROVISION, INCLUDING BUT SCALE: NTS
NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING AND MAINTAINING THE
TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND DISPOSAL OF SILT
ACCUMULATIONS AND BAG. 2C

OEM,
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains—Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont—Jan. 1 - May 1
Coastal Plain—Dec. I -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize, and mulch
immediately following erosion or other damage.
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 80
Sericea lespedeza 20
Kobelespedeza 10
Seeding notes
1. After Aug. 15, use unscarified sericea seed.
2. Where periodic mowing is planned or a neat appearance is desired,
omit sericea and increase Kobe lespedeza to 40 lb/acre.
3. To extend spring seeding dates into June, add 15 lb/acre hulled
Bermudagrass. However, after mid-Apr. it is preferable to seed
temporary cover.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 Iblacre rye
(grain).
Best Possible
Fall:
Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue and late winter for lespedezas. Overseeding
of Kobe lespedeza over fall-seeded tall fescue is very effective.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
Practice Standards and SpeCifiMdOnN
Seeding mixture
Species Rate (Iblacre)
German millet
40
In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains—May 15 -Aug. 15
Piedmont —May's -Aug. 15
Coastal Plain—Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw bytacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
F M11
Practice Standards and SpecificationN
Seeding mixture
Species, Rate (lb/acre)
Blend of two turf-type tall
fescues (90%) and two or
more improved Kentucky
bluegrass varieties (10%) 200-250
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Winter: — Feb. I - Mar. 31
For quality turf, avoid spring seeding. Where grading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed a permanent
mixture in early fall.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre small grain straw or equivalent cover of another
suitable mulch. Anchor straw by tacking with asphalt, netting, roving, or
by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar
turf fertilizer. Avoid fertilizer applications during warm weather, as this
increases stand losses to disease. Mow to a height of 2.5-3.5 inches
as needed. Reseed, fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
151st
:4 AR J11111111:4111 Lk M 1
0
6.11.22
Seedin g mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains—Aug. 15 - Dec. 15
Coastal Plain and Piedmont—Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 Ib/acr8 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
I
==
­
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Winter: — Feb. I - Mar. 31
For quality turf, avoid spring seeding. Where grading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed permanent
mixture between Aug. 25 and Sept. 15.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, roving, netting, or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar
turf fertilizer. Avoid fertilizer applications during warm weather, as
this increases stand losses to disease. Reseed, fertilize, and mulch
damaged areas immediately. Mow to a height of 2.5-3.5 inches as
needed.
'Refer to Appendix 8.02 for botanical names.
MIM.71ZZ 1,1 1'1�9010"%
TEMPORARY AND PERMANENT SEEDING CHARTS
CHARTS FROM NCDENR PRACTICE STANDARDS AND SPECIFICATIONS (REV 6/06)
Seeding mixture
Species' Rate (lb/acre)
Tall fescue 100
Sericea lespedeza 30
Kobelespedeza 10
Seeding notes
1. In Eastern Piedmont, add 25 lb/acre Pensacola Bahiagrass or 10 lb/
acre common Bermudagrass. Use common Bermudagrass only where
it is unlikely to become a pest.
2. After Aug. 15, use unscarified sericea seed.
3. Where a neat appearance is desired, omit sericea and substitute 40
lb/acre Bahiagrass or 15 lb/acre Bermudagrass.
4. To extend spring seeding dates into June, add 15 lb/acre hulled
Bermudagrass. However, it is preferable to seed temporary cover and
seed fescue in Sept.
Nurse plants
Between May I and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue, and lespedezas in late winter. Overseeding
of Kobe lespedeza over fall-seeded tall fescue is very effective. Use
unhulled Bermudagrass seed in fall.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000-5,000 Iblacre grain straw or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt,
roving, or netting. Netting is the preferred anchoring method on steep
slopes.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
Refer to Appendix 8.02 for botanical names.
Few, I'm,
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 200 (4-5 lb/1,000 ft2)
Nurse plants
Between May 1 and Aug. 15, add 15 lb/acre Sudangrass or 15 lb/acre
German millet. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
Seeding dates
Best: Aug. 25 - Oct.
Possible: Feb. -Apr. 15
Avoid seeding from Nov. to Jan. If seeding must be done at this time,
add 40 lb/acre rye grain and use a channel lining that offers maximum
protection.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10-10-10 fertilizer.
Operate tillage equipment across the waterway.
Mulch
Use a rolled erosion control product to cover the bottom of channels
and ditches, and staple securely. The lining should extend above the
highest calculated depth of flow. On channel side slopes above this
height, and in drainages not requiring temporary linings, apply 4,000
lb/acre grain straw, and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down
slopes where they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the
following year; use soil tests or apply 150 Iblacre 10-10-10. Mow
regularly to a height of 2-4 inches.
'Refer to Appendix 8.02 for botanical names.
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JDATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
(PROJECT NO.:
H9001.00
2D

FOR TRAIL PLANS, SEE SHEET
NO. 5
SUNNYBROOK CROSSING
10 FT
1 FT •
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ii
CITY OF RALEIGH
H
!: 1550, PG 0346
1723320892
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LIST OF PIPES, ENDWALLS, ETC.
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ABBREVIATIONS
DOUGLAS, DEBORAH
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1722781570
BROWN, WILLIAM J JR
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ENDWALLS
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15"
18"
24"
30"
36"
42"
48"
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15"
18"
24"
30"
36"
42"
48"
12"
15"
18"
24"
30"
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42"
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54"
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202.00
198.00
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25 +29 -L1-
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199.00
198.70
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26 +80 -L1-
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199.50
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21 +68 -1-2-
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189.50
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191.00
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26
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44
232
LIST OF PARCELS IMPACTED
Parcel N0.
Owner Name
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DB & PG
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CITY OF RALEIGH
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CITY OF RALEIGH
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DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
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SCALE: NTS
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10 +33
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10 +60
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8.5
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13 +70
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13 +70
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8.5
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W1 -2R
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15 +35
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8.5
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15 +35
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8.5
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W1 -2L
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19 +40
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8.5
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19 +40
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8.5
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21 +50
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8.5
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21 +50
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8.5
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24 +50
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8.5
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24 +60
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1
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D11 -1, W6 -4
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25 +20
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25 +20
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8.5
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25 +25
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25 +25
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8.5
1
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10 +38
RT
8.5
1
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55 +45
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8.5
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55 +45
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8.5
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56 +00
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8.5
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18 +70
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8.5
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17 +00
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8.5
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W7 -5
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18 +46
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R1 -1
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EXACT LOCATION TBD
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CONFIDENCE MARKER
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TYPE H
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TOTAL
3
4
3
2
5
2
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1
8
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2
4
4
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SIGNAGE SYMBOL
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B
C
D
E
F
G
H
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K
L
M
N
P
Q
R
S
T
U
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Caster Sign Program.
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Cap 4° x 4" x 1/4) Aluminum
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6 Mlle
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SIGN TYPE E
Miteage Markers
18//
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1 NO. I DATE 1
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NTS

NOTE:
SIGN SHALL BE 18" X 18" FOR TRAIL
APPLICATIONS.
MOUNT SIGN TO POST TO NCDOT SPECS. ALL
HARDWARE TO BE GALVANIZED AND FILED TO
PREVENT THEFT /REMOVAL
ST
MOUNT SIGN TO POST TO NCDOT SPECS. ALL
HARDWARE TO BE GALVANIZED AND FILED TO
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4 "x 4" POST
4 "x 4" POST - ASPHALT TRAIL/ GREENWAY
ASPHALT TRAIL/ GREENWAY
3' -6"
2„
2500 PSI CONC.
FOOTING, (TYP.)
#57 WASHED STONE, (TYP.)
COMPACTED SUBGRADE
DESIGNATED AS© ON PLANS
2500 PSI CONC.
FOOTING, (TYP.)
T -6"
0
in
2"
2"
s` \
\
#57 WASHED STONE, (TYP.)
COMPACTED SUBGRADE 1' -0"
m
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1 GREENWAY STOP SIGN INSTALLATION 3 GREENWAY TYPICAL SIGN INSTALLATION
3 3 NOTE: SEE PLANS FOR SIGN TYPE AND SIZE.
PROVIDE WIDENING TO THE INSIDE
OF THE FOLLOWING CURVES
2" SOLID YELLOW LANE LINE
ALIGNMENT
CURVE
BEGIN STA
END STA
LENGTH
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NOTE: SEE SIGNAGE PLAN SHEETS FOR PLACEMENT WHEN
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NOTE: TRAIL HEAD SIGNS ASSOCIATED WITH VEHICULAR TRAFFIC AND SIGNS ALONG ROADWAYS
SHALL MEET NCDOT AND MUTCD SIGN REQUIREMENTS, AND BE INSTALLED
PER NCDOT STANDARD DRAWING 940.50
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PRELIMINARY PLANS I
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DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
IPROJECT NO.:
H9001.00
3C
NTS
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DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
IPROJECT NO.:
H9001.00
3C
NTS

Note-
This Drawing Correlates With
Page N Of The Raleigh CNenways
Masan Nigh Program,
Finishes to match Raleigh Greenway
Standards
1 CCU
3 noNs.
�e Thfough—Bott Perit
r 44 4
Graphic Panel
0
as Panel are
1R
0 0
12
if 0 0
Graphic Vaal
17 1;'
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11 1;
10 i
t o
to C
NNar Plate I 9
Steel, Noway 6ouated
Standard Coax
4 apaa Panel, Backer Plate
4 n,t.s.
SIGN TYPE H
INTERPEaTaN CC
1E) cl I
2 a
3 n.t.<o
1/4-20 Securi
Through Bolt
Graphic Panel 1/2
Backer 17 1/2" x 11
SNet Ntaa9 Powder
Standard Cotor
Weld Continuous
Post V" x 2" SNE
Powder Coated
Standard Color
SNexe No
5 aapaa
4 naNs.
as Panel Elevation
2" e Peet
`olor
itt
Note:
City Of Raleigh To Supply
Design Only. Contractor
For Production, Mounting,
Tub e
Graphic
Nosh, (4))
Steel 4t
Powder
Standar
Con(
aaffa
Responsible
and Erection.
3 CCU
�IG naNs.
Natal Details
as Panel action
)Nova Grade
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®
NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
(PROJECT NO.:
H9001.00
3D
NTS
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®
NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
(PROJECT NO.:
H9001.00
3D
NTS

Note- Finishes to match Raleigh Green\y
Standards.
WHERE SIGN IS INSTALLED AT
BOARDWALK, BOTTOM E]L]EVATION
OF SI GN SHALL EQUAL TOP RAIL ]ELEVATION
2 1/2 )9 Aluminum Pipe
606 T529 Capped &
Ground Clean
1/49, Aluminum Sheet
3033 149 Welded
To ]pipe
See 3K
rl--,Regutatory Sign Plan
1/4" Aluminum Sheet 3033 H 149 AtCe4
T o ��P�
2 1/2" Ali
Capped a]
Regulatory Sign Elevation
0,25
1'3
49
SIGN TYPE K
2.5" x 93" Aluminum
Tube, Capped Ground
SPECIAL SIGNS
pI":' --) in ---- - - -
1/4" Aluminum Sheet 3
Welded To x Tube/
i
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,
p Regulatory Sign Sectiq /
1/499 Aluminum Sheet 3033 H 14, At4e4
CC CIpC \
2 1/2 DAturninum Pipe,
606 `0029 Capped
Ground & Clean
r3--,Regulatory Sign Elevation
49
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i
1/4)" Aluminum Sheet 3033 H 149 At4eC
To Pipe -\
xxxx
4 ., •■
2 1/p99 Aluminum Pipe96063 T52,
Capped & Ground Clean
Painted standard Color
49
Concrete
Compacted Fitt
28 24
r-4-,Regutatory Sign Section
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DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
(PROJECT NO.:
H9001.00
3E
NTS
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PRELIMINARY PLAN I
D® NOT USE FOR C®NSTRUCPI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
1 NO. I DATE 1
(PROJECT NO.:
H9001.00
3E
NTS

REALIGN EAIVIt$Gr TRAIL AND
BEGIN CONSTRUCTION 1 SAW, Cj4T
A� REMOVE EXTRA PAVEMENT 00
0
TIE TO EXISTING TRAIL
LLJ
vI
LLJ
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(t)u.,ft)uu.
220 220
210
200
190
Me]
170
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0
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N
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n
P1 = 17+40.00 210 PRELIMINARY PLANS
EL 192.78" P1 18+70.00 DO NOT USE FOR CONSTRUCTION
EL = 192.26" 1
VC = 80" VC /00
200
/5 +20.00 (-)0.4000;l. P1 20 +00.00 DATE: NOVEMBER 23, 2011
EL 204.61" REVISIONS:
L 202.46" VC 80*' 190 NO. DATE
180
11PROJECT NO.:
170
H9001.00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 1 4

P1 STA. 22 +55.06
A =
54* 13*'54.8" (RT)
D =
57* l7' 44.8"
L =
94.65'
T =
51.21'
R =
100.00/
rr)
202
CITY OF RALEIGH
DB 035/5, PG 0709
FIN 1723414973
202 END CONSTRUCTION
CITY OF RALEIGH TIE TO EXISTING TRAIL
DB 035/5, PG 0709 -Ll- STA. 33 + 73.57 . . ........
PIN 1723414973
500
PROP. 40'-42" HDPE
GN
PRO P. 28'-15" HDPE X Co 500 NOD
'
14
FOR SUNNYBROOK CROSSING
DETAILS, SEE SHEET 2E
220
210
200
190
180
170
21+00
22+00
M
H
(D
-Ll-
CURVE DATA
Lu
z
P1 STA. 23 +43.10
P1 STA. 24 +0/.88
P1 STA. 24 +37.13
P1 STA. 25 +53.97
P1 STA. 25 +89.9/
P1 STA. 26 +43.57
P1 STA. 26 +88.59
P1 STA. 27 +25.78
P1 STA. 27+90.79
P1 STA. 32 +39.90
A =
48*04'25.0"(LT)
A =
22*02"33.2"(RT)
A =
78*12"02.9"(LT)
A
= 109*09*'32.0"(RT)
A =
65*57*52.8"(LT)
A =
37*06"24.8"(RT)
A =
15*44.,23.7"(LT)
A =
26*29"37.1"(RT)
A
= 16*03-'17.4"(LT)
A =
40*00-'00.0" (LT )
D =
57*17"44.8"
D =
57*17"44.8"
D =
286*28"44.0"
D
= 286*28"44.0"
D =
143*14"22.0"
D =
57*17*44.8"
D =
57*17*44.8"
D =
57*17"44.8"
D
= 19*05"54.9"
D =
14*19"26.2"
L =
83.90'
L =
38.47'
L =
27-30'
L
= 38.10'
L =
46.05"
L =
64.76'
L =
27.47'
L =
46.24'
L
= 84.06"
L =
279.25'
T =
44.60"
T =
19.48"
T =
16.25"
T
= 28.12"
T =
25.96'
T =
33.56'
T =
13.82"
T =
23.54'
T
= 42.31'
T =
145.59'
R =
100.00'
R =
100.00"
R =
20.00'
R
= 20.00'
R =
40.00"
R =
100.00'
R =
100.00'
R =
100.00'
R
= 300.00'
R =
400.001
rr)
202
CITY OF RALEIGH
DB 035/5, PG 0709
FIN 1723414973
202 END CONSTRUCTION
CITY OF RALEIGH TIE TO EXISTING TRAIL
DB 035/5, PG 0709 -Ll- STA. 33 + 73.57 . . ........
PIN 1723414973
500
PROP. 40'-42" HDPE
GN
PRO P. 28'-15" HDPE X Co 500 NOD
'
14
FOR SUNNYBROOK CROSSING
DETAILS, SEE SHEET 2E
220
210
200
190
180
170
21+00
22+00
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23+00
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P1 = 25 +30.00
23 +50.00 EL 199.58" P1 28+40.00
0
L = 196.21' VC 20*' EL 197.68'...... 21 PRELIMINARY PLANS
U-) VC /00" P1 32 *70.00 DO NOT USE FOR CONSTRUCTION
= 80" N Ln P1 30 +40.00
Q:) m EL 192.06"
m EL 191.28"
( +)1.2000 o m
0000;/. (-)4900 VC 60"
(+)3. VC /00
0-;- 200
4637
(-)/.O000;/.
(-),5.0000.
P1 26 +80.00 (+)1.8000;1- (-,'3.0000,,-1 (+)4-0000�1- 9 DATE: NOVEMBER 23, 2011
REVISIONS:
24+35.00 PROP 40'- 42" HDPE EL 204.08 oo;/. 190 NO. DATE
EL = 200.85' VC /00' P1 29+30.00
VC = 601 7 P/ 33+30.00 6 .EL
PROP 28'- 15" HDPE VC = 80/ EL = 194.16' EL = 194.46' 180
VC 70" VC 60" PROJECT NO.:
H9001.00
170 SCALE:
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 1 5

I
w
N
Lu
-L2- CURVE DATA
LJ�
N C'4
CO
P1 ST A. /0 +84.63
P1 STA. 12 +57.60
P1 STA.14 +09.82
P1 ST A. /5 +07.21
P1 ST A. /5 +99.13
P1 STA. 17 +17.88
P1 STA. 18 +46.45
P1 STA. 19 +43.29
d0
Z
'
A =
41* 0/' 02.3" (LT)
0 =
82° 40' 24.5" (RT)
0
= 70° 58' 16.2" (LT)
A =
17° 58' 19.0" (RT)
A
= 17° 09' 29.2" (LT)
0 =
27° 46' 33.2" (RT)
A =
21° 37' 42.5" (LT)
A
= 9° 21' 13.4" (RT)
t c�
D =
47° 44' 47.3"
D =
38° //" 49.9"
D
= 60° 18' 40.8"
D =
19° 05' 54.9"
D
= 19° 05'54.9"
D =
19° 05' 54.9"
D =
19° 05' 54.9"
D
= //* 27' 33.0"
ss
L =
85.91'
L =
216.44'
L
= 117.67'
L =
94.10'
L
= 89.84'
L =
145.43'
L =
113.25'
L
= 81.63'
l O
T =
44.89'
T =
131.95'
T
= 67.73'
T =
47.44'
T
= 45.26'
T =
74.18'
T =
57.31'
T
= 40.90'
l�,
R =
120.00'
R =
150.00
R
= 95.00'
R =
300.00'
R
= 300.00'
R =
300.00'
R =
300.00'
R
= 500.00'
l { I I
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WE��fLAND NF23 F
ANNIE ON 12
l DB 931, PG 6 s
PIN 1723605680f
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^ ^ ALBERTA LOCKHART ,
220
210
200
190
170
m
l
t\
Wei
I'll
°
EL = 193.29'
+)/.7
L =
+70.
220
i
W
W
DC
U
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EL= 194.46' D® NOT USE FOR C®NSTRUCPI ®N
VC = 70'
200
( +)2.70uu`
ool-
DATE: NOVEMBER 23 2011
190 REVISIONS:
NO. DATE
Pl = 19+50.00
EL = 197.43'
VC = 120' 180
PROJECT NO.:
170
H9001.00
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 1 6
N
Lu
C
LJ�
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2
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w
w
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a
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P1 = 18 +40.00 210 PRELIMINARY PLAN S]
EL= 194.46' D® NOT USE FOR C®NSTRUCPI ®N
VC = 70'
200
( +)2.70uu`
ool-
DATE: NOVEMBER 23 2011
190 REVISIONS:
NO. DATE
Pl = 19+50.00
EL = 197.43'
VC = 120' 180
PROJECT NO.:
170
H9001.00
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 1 6

220
210
200
190
W�
204
N/F
RUFUS LOCKHART,
ALBERTA LOCKHART,
AND ISREAL LOCKHART
DB 93I, PG 601
PIN 1723609076
PROP DUAL 32' -42" HDPE
m
X
180 PROP D
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-L2- CURVE DATA = w
(D w
P1 ST A. 22 +44.70 P1 ST A. 23 +50.36 P1 ST A. 27 +14.47 P1 ST A. 29+45.00 P1 ST A. 3/ +58.32 P1 ST A. 32 +78.52
A = 96° 42' 42.4" (RT) A = 27° 42' 42.4" (LT) A = 57° 17' 3/5' (LT) 0 = 15° 54' 55.9" (RT) 0 = 17° 08' 08.5" (LT) A = l0° 30' 44.2" (RT) J o � - g
D = 57° l7' 44.8" D = 28° 38' 52.4" D = 28° 38' 52.4" D = 5° 43' 46.5" D = //* 27`33.0" D = //* 27' 33.0" W Lu
L = 168.79' L = 96.73' L = 199.99' L = 277.78' L = 149.54' L = 91.74'
T = 112.46' T = 49.33' T = 109.25' T = 139.79' T = 75.33' T = 46.00' � _ 8 z w
R = 100.00' R = 200.00' R = 200.00' R = 1,000.00' R = 500.00' R = 500.00' 0 06 W � o Lu
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a N L Q
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QUALITY PROPERTIES PROP 32' -30" HDPE N
ASSET MANAGEMENT
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BY 2006, PG 929 O
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VC = /00' 200
DATE: NOVEMBER 23, 2011
REVISIONS:
— — 1 NO. DATE
.-OZ"
180 PROJECT NO.:
H9001.00
170 170
SCALE:
20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 7
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D® NOT USE FOR CONSTRUCTION Pl = 32 +60.00
VC = /00' 200
DATE: NOVEMBER 23, 2011
REVISIONS:
— — 1 NO. DATE
.-OZ"
180 PROJECT NO.:
H9001.00
170 170
SCALE:
20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 7

220
210
200
Od. 205
N/F
QUALITY PROPERTIES
ASSET MANAGEMENT
DB 142/7, PG 1662
BY 2006, PG 929
PIN 1722780727
Ln
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J
P1 = 34 +90.00
EL = 205.16` (+)1.0 pp ©/�
19 — — VC = 260` P1 = 40 +50.00
`'�- -- - -- - --'' EL = 199.96'
•
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AM 111 sill
220
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210 PRELIMINARY ARY P] ANS
D® NOT USE FOR CONSTRUCTI ®N
200
DATE: NOVEMBER 23, 2011
190 REVISIONS:
NO. DATE
180 PROJECT NO.:
H9001.00
170
46 +00 I 8
-L2-
CURVE DATA
=
w
(D
w
P1 STA. 39 +67.03
P1 STA. 43 +97.22
z
A
= 32° 27' 59.4"
(RT) A = 58° 27' 59.4" (LT)
j Z
J 2
v~)
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g
D
= 28° 38' 52.4"
D = 57° 17' 44.8"
W
Lu
L
= 113.33'
L = 102.04'
p�
T=
58.23'
T= 55.96'
w=
z°
Z
R=
200.00'
R= 100.00'
0
W 8
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0
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w
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DEBORAH DOUGLAS
® II
O
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DB 12059, PG 1012
�d ®�
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a
PROP DUAL 2 -36" DPE Cy) �)
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P1 = 34 +90.00
EL = 205.16` (+)1.0 pp ©/�
19 — — VC = 260` P1 = 40 +50.00
`'�- -- - -- - --'' EL = 199.96'
•
170
CcICIIiI 1mill 11 - �'IIiI� �iI� I:IIiIm IIi � umeIel
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210 PRELIMINARY ARY P] ANS
D® NOT USE FOR CONSTRUCTI ®N
200
DATE: NOVEMBER 23, 2011
190 REVISIONS:
NO. DATE
180 PROJECT NO.:
H9001.00
170
46 +00 I 8

220
210
200
190
•
170
Z \
I--," w j F
PROP DUAL 64'- 42" HDPE
ENT EQUALITY
A. 54 + 44.51 -L2- _
209 POC STA. 10 + 00.00 -WB- \
N/F Ln
►
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0
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0 =
9° 26' 12.9" (LT)
A =
8° 26' 12.9" (RT)
0 =
IT 10'01.,3" (LT)
0 =
80° 31'59.0" (RT)
0 =
69° 21' 57.7" (LT)
0 =
80° 3/' 59.0" (RT)
Z
D =
ll° 27' 33.0"
D =
//* 27' 33.0"
D =
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D =
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D =
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D =
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LU
L =
82.35'
L =
73.63'
L =
149.81'
L =
281.11'
L =
181.60'
L =
281.11'
`
T =
41.27'
T =
36.88'
T =
75.47'
T =
169.41'
T =
103.80'
T =
169.41'
°
R =
500.00'
R =
500.00'
R =
500.00'
R =
200.00'
R =
150.00'
R =
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/ = 5/
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Z
f/1 H u-
n 5 LL w
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P1 = 54+30.00
EL = 191.28' i
VC = 90' 210 PRELIMINARY PLANS
D® N., U,F FOR CONSTRUCTI ®N
END GRADE -L2-
31N GRADE -WB-
STA.._54 +44_51 = 200
L = 191.
P DUAL 64'- 42" HDPE
DATE: NOVEMBER 23, 2011
190 REVISIONS:
NO. DATE
180 PROJECT NO.:
170
H9001.00
46 +00 47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 54 +00 10 +55.49 58 +00 59 +00 1 9
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rn
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Z U
if (5 M M d0
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Z
f/1 H u-
n 5 LL w
n v J
P1 = 54+30.00
EL = 191.28' i
VC = 90' 210 PRELIMINARY PLANS
D® N., U,F FOR CONSTRUCTI ®N
END GRADE -L2-
31N GRADE -WB-
STA.._54 +44_51 = 200
L = 191.
P DUAL 64'- 42" HDPE
DATE: NOVEMBER 23, 2011
190 REVISIONS:
NO. DATE
180 PROJECT NO.:
170
H9001.00
46 +00 47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 54 +00 10 +55.49 58 +00 59 +00 1 9

FOR -Yl- PROFILE
SEE SHEET 12
Pl STA. 11 +69.41
P1 STA. 13 +84.9/
0 =
80° 3/' 59.0" (RT)
A =
69° 21' 57.7" (LT)
D =
28° 38' 52.4"
D =
38° 11`49.9"
L =
281.11'
L =
181.60'
T
= /gQ dl'
T =
In 3 Rn'
-Y1- CURVE DATA
P1 STA. 16 +80.09
Pl STA. 18 +0/.92
A
= 69° 10' 22.2" (RT)
0 =
67° 38' 59.0" (LT )
D
= 71° 37' 11.0"
D =
47° 44' 47.3"
L
= 96.58'
L =
141.69'
T
= 4i � /e'
T =
Rn_4 1'
Q
/
11 +00
12 +00
13 +00
14 +00
15 +00
PRELIMINARY PLANS
D® NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
10
H
(D
Lu
w
Z
11 1
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Q�
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12 +00
13 +00
14 +00
15 +00
PRELIMINARY PLANS
D® NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
10

N /F
WILLIAM M. &
PATRICIA A. LYNN
DB 2160, PG 191
BM 1968, PG 160
PIN 1713 -92 -5869
s
NCDOT STD. 848.05
WHEELCHAIR RAMP
O
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N /F
JAMES E. &
° O SUSIE B. CHEEK
Q DB 2505, PG 616
-� BM 1964, PG 74
PIN 1713 -92 -6951
Q
NCDOT STD. 848.05
WHEELCHAIR RAMP
214
N /F
JOSEPH M. & SARAH S. SANSOM
DB 2226, PG 316
BM 1964, PG 74
PIN 1713 -92 -8943
215
N /F
JOYCE P. & ROBERT YOUNG
DB 13857, PG 1870
BM 1964, PG 74
PIN 1713 -92 -9933
N /F
ADDIE MAE SHAFE & TERRI LYNN
GIVENS
DB 10073, PG 2575
BM 1964, PG 74
PIN 1723 -02 -0967
217
N /F
DEQING WU
DB 13728, PG 19:
BM 1964, PG 74
PIN 1723- 02 -09:
(9is-)
NCDOT STD. 848.05
WHEELCHAIR RAMP
c
0
END CONSTRUCTION O
—UN
STA. 11 + 15.75
O
PROPOSED 5''
CONCRETE SIDEWALK O
O °
M � D
BEGIN CONSTRUCTION co
TIE TO EXISTING SIDEWALK Q
—LJ1— STA. 10 + 00.00 z O I�
CA, O
NCDOT STD. 848.05
WHEELCHAIR RAMP
BEGIN CONSTRUCTION
—U2— STA. 10 +18.97
NOTE: SIDEWALK TO BE INSTALLED ON EXISTING GRADE
NCDOT STD. 848.05
220 WHEELCHAIR RAMP
NF
MIRANDA M/& JOHN W. 221
MCPHATTER N/F
DB 6376, PG 808 PEGGY GILBERT
BM 1962, PG 151 DB 8619, PG 1464
PIN 1723 -02 -4919 BM 1962, PG 151
PIN 1723 -03 -4090
222
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62, PG 151
)
PROPOSED 5'
CONCRETE SIDEWALK
O BE IN CONSTRUCTION
2- STA. 10 + 14.31
O
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END CONSTRUCTION
-U2- STA. 13 +49.96
O
NOTE: SIDEWALK TO BE INSTALLED ON EXISTING GRADE
Q
z
DP
0
0
O
O
25' 0' 25' 50'
(ENGLISH)
N /F
DONNA H.
MONK & DEL(
0
HINES
DB
12082, PG 6�
BM
1962, PG 1 F
PIN
1723 -03 -60
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62, PG 151
)
PROPOSED 5'
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O BE IN CONSTRUCTION
2- STA. 10 + 14.31
O
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END CONSTRUCTION
-U2- STA. 13 +49.96
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NOTE: SIDEWALK TO BE INSTALLED ON EXISTING GRADE
Q
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(ENGLISH)
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PRELIMINARY PLANS I
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DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
11
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DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
11

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w
a
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175 175
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DATE: NOVEMBER 23 2011
REVISIONS:
NO. DATE
PROJECT NO
H9001.00
SCALE:
12

"WORTH DAL
PARK
CITY OF RALEIGH
NORTH CAROLINA
NEUSE RIVER TRAILS
WALNUT CREEK
INDEX OF SHEETS
1
1A
1B THRU 1C
1D
2 THRU 2D
3
3A THRU 3E
4 THRU 13
S -1 THRU S -4
SB -1 THRU SB -5
X -1 THRU X -13
TITLE
SYMBOLOGY SHEET
NOTES
CONSTRUCTION ACCESS
TYPICAL SECTIONS & DETAILS
EARTHWORK & PARCELS INFORMATION
SIGNING SUMMARIES AND DETAILS
PLAN & PROFILE SHEETS
STRUCTURE PLANS
BOARDWALK PLANS
CROSS SECTIONS
H
7
CITY OF RALEIGH
NORTH CAROLINA
NEUSE RIVER TRAILS
WALNUT CREEK
INDEX OF SHEETS
1
1A
1B THRU 1C
1D
2 THRU 2D
3
3A THRU 3E
4 THRU 13
S -1 THRU S -4
SB -1 THRU SB -5
X -1 THRU X -13
TITLE
SYMBOLOGY SHEET
NOTES
CONSTRUCTION ACCESS
TYPICAL SECTIONS & DETAILS
EARTHWORK & PARCELS INFORMATION
SIGNING SUMMARIES AND DETAILS
PLAN & PROFILE SHEETS
STRUCTURE PLANS
BOARDWALK PLANS
CROSS SECTIONS
Dlllij
LOCATION:
w
2�� FROM NEW HOPE ROAD J �
k� ~
TO NEUSE RIVER 11J
G
V)
z
TYPE OF WORK: w 0
RA D I N PAV I N ST R CT R E D RA I N A E oC o
G G, G, U U G U
VICINITY MAP
EROSION CONTROL, LANDSCAPING 0
� w
PRELIMINARY PLAN SET z a
J O
Q =
z
II
I
BEGIN PROJECT
-WB- STA. 15 +20.00
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
4
4i
O;
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-WB- STA. 69 +'75.00 LB =
-WBR2- STA. 69 + 75.00 LA
BOARDWALK 2
7
1 �
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cREEll-
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-WB- STA. 44 + 00.00 LB = /
BOARDWALK 1 —WBRI— STA. 44 + 00.00 LA
10 5 0 10 20
4" 1 1 1
PROFILE (VERTICAL)
DESIGN DA TA
DESIGN SPEED = 20 MPH
LEAN ANGLE = 15 DEGRESS
FUNC. CLASSIFICATION = GREENWAY
PROJECT LENGTH
LENGTH OF GREENWAY = 1.562 MILES
LENGTH OF BOARDWALK = 0.917 MILES
LENGTH OF BRIDGE = 0.027 MILES
LENGTH OF PROJECT = 2.472 MILES
PRELIMINARY ARY ]f➢][mA I
D® NOT USE FOR C®NSTRUCPI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
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PLANS
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PROFILE (HORIZONTAL)
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10 5 0 10 20
4" 1 1 1
PROFILE (VERTICAL)
DESIGN DA TA
DESIGN SPEED = 20 MPH
LEAN ANGLE = 15 DEGRESS
FUNC. CLASSIFICATION = GREENWAY
PROJECT LENGTH
LENGTH OF GREENWAY = 1.562 MILES
LENGTH OF BOARDWALK = 0.917 MILES
LENGTH OF BRIDGE = 0.027 MILES
LENGTH OF PROJECT = 2.472 MILES
PRELIMINARY ARY ]f➢][mA I
D® NOT USE FOR C®NSTRUCPI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
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BOUNDARIES AND PROPERTY
State Line - - - --
County Line --
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
Existing Fence Line
0
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CONVENTIONAL
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - —WLB— - - -
Proposed Wetland Boundary WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
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S
Sign
N�
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Well
Small Mine
0
Foundation
0
Area Outline
Cemetery
F T
Building
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Designated LYG Telephone Cable (S.U.E. *) -
School
Recorded U/G Telephone Conduit
Church
Designated LYG Telephone Conduit (S.U.E. *)- -
- - —TC— - - -
Recorded U/G Fiber Optics Cable
Dam
Designated LYG Fiber Optics Cable (S.U.E.*)- -
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
100 Year Flood Plain
500 Year Flood Plain
Floodway
Flow Arrow
Disappearing Stream
Crrirn
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Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
PLAN
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker 0
Existing Right of Way Line
Proposed Right of Way Line n
Proposed Right of Way Line with R
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line E
Existing Greenway Easement Line -- -- --
Proposed Temporary Construction Easement -
Proposed Permanent Greenway Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Limits of Disturbance -
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Temporary Silt Fence
Temporary Tree Protection Fence
� Temporary Combination Tree -x
Protectiorv'Silt Fence
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PGE
PDE
DUE
PUE
TUE
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BZ 1
BZ 2
100 -
500
FW -
< -- - --
<- FLGW
Proposed Wheel Chair Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
-X -X-
SHEET SYMBOLS
PEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded UVG Power Line
Designated U/G Power Line (S.U.E. *)
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CONC HW
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TELEPHONE:
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T T T T Telephone Manhole
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0
n n n n Telephone Pedestal
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Telephone Cell Tower
U/G Telephone Cable Hand Hole
HH
Recorded U/G Telephone Cable
T
Designated LYG Telephone Cable (S.U.E. *) -
- - -T- - - -
Recorded U/G Telephone Conduit
TG
Designated LYG Telephone Conduit (S.U.E. *)- -
- - —TC— - - -
Recorded U/G Fiber Optics Cable
T FO
Designated LYG Fiber Optics Cable (S.U.E.*)- -
- - -T FO— - - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant
Recorded UAG Water Line W
Designated U/G Water Line (S.U.E.* ) - - - —W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C
TV Pedestal ILI
TV Tower
U/G TV Cable Hand Hole Iq
Recorded LPG TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded LPG Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *)-- - - - —TV FO— - -
GAS:
Gas Valve
Gas Meter
Recorded LPG Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank Water, Gas, Oil
AEG Tank Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
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A/G Sanitary Sewer
FSS
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REVISIONS:
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SCALE: NTS
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REVISIONS:
1 NO. I DATE 1
PROJECT NO.:
H9001.00
SCALE: NTS

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. UNLESS NOTED OTHERWISE IN THESE PLANS OR ASSOCIATED SPECIFICATIONS
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, CERTIFICATIONS, 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 SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS
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 A PRE - CONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED
PRIOR TO PRE - CONSTRUCTION MEETING.
NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC. THAT MAY BE REQUIRED.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE
REMOVED FROM THE SITE ON A DAILY BASIS.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE IMMEDIATELY.
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.
CONSTRUCTION /SAFETY 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 A 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 MEETING.
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 SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS 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 BY CONTRACTOR.
NOTES
THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES 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 CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
THE OWNER.
SEQUENCE OF CONSTRUCTION ACTIVITIES
1. A 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 - 791 -4200 TO
SCHEDULE A MEETING.
2. INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEET 1 D. OTHER STAGING
AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION.
CONTACT THE CITY OF RALEIGH AT (919)516 -2837.
3. DETERMINE AND MARK LIMITS OF DISTURBANCE.
4. INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS.
SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON
APPROVED PLANS.
5. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY
ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE.
6. TOPSOIL AND STONE BASE REMOVAL AND /OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE
PROPOSED LIMITS OF DISTURBANCE.
7. BEGIN GRADING & CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES.
8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS.
9. 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 DAMS /IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER
QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CULVERT TO BE CONSTRUCTED IN THE DRY.
CONTRACTOR TO COORDINATE WITH EROSION CONTROL INSPECTOR. ANY TEMPORARY COFFER DAM SHALL
BE CONSTRUCTED OF MATERIALS SUCH AS SHEET PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR
LARGER STONE THAT WILL NOT CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY. A
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, SHALL BE
USED TO FILL THE BAGS. THE COFFERDAM SHALL 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 2C FOR DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE
WORK OF INSTALLATION, MAINTENANCE, AND REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS
PROVISION. PAYMENT FOR SUCH WORK SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
11. AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL
BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
12. 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.
13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY 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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NOTES
EROSION CONTROL NOTES
TOTAL ACREAGE OF DISTURBED AREA IS 21.83 ACRES, TOTAL PROJECT AREA IS 1,901.26 ACRES.
ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 35.8 ACRES.
SEE CONTRACT DOCUMENTS AND SHEET 2D FOR SEEDING SPECIFICATIONS.
ON -SITE BURIAL PITS ARE NOT ACCEPTABLE.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE /COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF GRADING.
DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES
THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL
REPRESENTATIVE OF THE STATE /COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL
INSPECTIONS DEPARTMENT.
CONSTRUCTION, MAINTENANCE, REMOVAL 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 A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE
RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC.
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 STREAMS, LAKES,
RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY
THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT.
FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL
PLAN OR TO PERFORM EROSION CONTROL WORK AS 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 BY 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 - WETLANDS. TREES. STORM PIPING
CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING /STOPPING LOCATION.
ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CONTRACTOR SHALL MAINTAIN 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.
WETLAND LOCATION /DELINEATION BY ESI DATED 12/2006
LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION
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, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE
CONTRACTORS EXPENSE.
SEEDING
A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER - SEEDER, APPROVED 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. AFTER SEEDING, ROLL AREA
WITH A 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 DAY.
D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4
INCHES OF SOIL DEPTH.
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MULCHING AND MATTING
A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS
THEN THE FOLLOWING:
PRELIMINARY PLANS
1. SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE D® NOT USE FOR CONSTRUCTION
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 AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE -E OR CUT -BACK ASPHALT ff NOVEMBER 23, 2011
GRADE RC -2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF IONS:
TACKING STRAW MULCH. DATE
C. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE
DRAINAGE SUMMARY SHEET. D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.:
APPROVED PLANS.
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. H9001.00
CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). PROTECTION SCALE: NTS
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
GRADES UNLESS OTHER WISE NOTED ON THE PROFILE. APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER- DAMAGE. 1 C
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COMPACTION NOTES
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TECHNICIAN.
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2006 NCDOT ROADWAY ENGLISH STD. DRAWINGS
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THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN
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BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JULY 187 2006 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD.NO. TITLE
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DIVISION 2 - EARTHWORK
LV
200.02 Method of Clearing - Method II
DIVISION 3 - PIPE CULVERTS
LV
300D.01 Method of Pipe Installation - Method 'A'
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DIVISION 8 - INCIDENTALS
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838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew
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838.80 Precast Concrete Endwall - For Single 12" thru 72" Pipe 900 Skew
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848.01 Concrete Sidewalk
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876.01 Rip Rap in Channels
876.02 Guide for Rip Rap at Pipe Outlets
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876.04 Drainage Ditches with Class Rip Rap
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ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND
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SPECIFICATIONS.
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SEEDING
A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER - SEEDER, APPROVED 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. AFTER SEEDING, ROLL AREA
WITH A 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 DAY.
D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4
INCHES OF SOIL DEPTH.
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MULCHING AND MATTING
A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS
THEN THE FOLLOWING:
PRELIMINARY PLANS
1. SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE D® NOT USE FOR CONSTRUCTION
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 AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE -E OR CUT -BACK ASPHALT ff NOVEMBER 23, 2011
GRADE RC -2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF IONS:
TACKING STRAW MULCH. DATE
C. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE
DRAINAGE SUMMARY SHEET. D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.:
APPROVED PLANS.
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. H9001.00
CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). PROTECTION SCALE: NTS
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
GRADES UNLESS OTHER WISE NOTED ON THE PROFILE. APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER- DAMAGE. 1 C

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CONDITIONS PERMIT
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PAVEMENT SCHEDULE
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PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE
COURSE, TYPE S9.513, AT AN AVERAGE RATE OF 224 LBS.
PER SQ. YD.
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PROPOSED 6" AGGREGATE BASE COURSE.
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EARTH MATERIAL.
V1
GEOTEXTILE SEPERATOR FABRIC
10' -0", 11' -0" W/ RAILING
6" _ #4 BARS @ 12" CTS.
6" CONCRETE TRAIL
#4 BARS @ 12" CTS. �-
RAILING
SEE DETAIL SHEET 2B
A
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6"
COMPACTED SUBGRADE 12"
CHAIN
CONCRETE TRAIL TYPICAL SECTION 1
BEGIN STATION
END STATION
CHAIN
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GRADE TO THIS LINE( T
ASPHALT TRAIL TYPICAL SECTION
BEGIN STATION
-WB-
(BEGIN CONSTRUCTION)
15 +20.00
-WBR1-
(END BOARDWALK 1)
46 +47.50
-WB-
(END BOARDWALK 2)
52 +88.00
-WBR2-
(EQUALITY)
69 +75.00
-WBR2-
(END BOARDWALK 3)
81 +80.00
-WB-
(EQUALITY)
84 +96.32
-WB-
(END BOARDWALK 5)
111 +47.01
-WB-
(END BOARDWALK 7)
125 +17.85
-WB-
(END BOARDWALK 8)
135 +52.85
-WB- (END BOARDWALK 1) 20 +65.00 21 +15.00 (BEGIN BOARDWALK 2) BOARDWALK TYPICAL SECTION
BOARDWALK NO. CHAIN BEGIN STATION END STATION
1 -WB- 15 +30.00 20 +65.00
1 - WB- / -WBR1- 21+15.00 46 +47.50
3 -WB R1 - / -WB- 53 +72.00 52 +88.00
4 -WBR2- 77 +90.00 81+80.00
5 -WB- 109 +97.01 111+47.01
6 -WB- 118 +33.42 122 +86.85
7 -WB- 124 +27.85 125 +17.85
8 -WB- 135 +02.85 135 +52.85
BOARDWALK 4 DOES NOT EXIST
PROVIDE A SAFETY RAIL FOR THE
FOLLOWING CIRCUMSTANCES:
SLOPE >_ 3:1 AND DROP OF 6'
SLOPE >_ 2:1 AND DROP OF 4'
SLOPE >_ 1:1 AND DROP OF 1'
ORIGINAL GROUND
NOTES:
- TRANSITION SUPERELEVATION AS SHOWN ON PLANS - TYP. DISTANCE IS 101
.
- USE 6' SHOULDER IN FILL SECTIONS AND 3' SHOULDER IN CUT SECTIONS.
END STATION
15 +30.00
(BEGIN
BOARDWALK 1)
53 +72.00
(BEGIN
BOARDWALK 2)
69 +75.00
(EQUALITY)
77 +90.00
(BEGIN
BOARDWALK 3)
84 +96.32
(EQUALITY)
109 +97.01
(BEGIN
BOARDWALK 5)
118 +33.42
(BEGIN
BOARDWALK 6)
135 +02.85
(BEGIN
BOARDWALK 8)
142 +26.18
(END CONSTRUCTION)
4 A All nl CArl
BRIDGE NO.
S1 (10')
BRIDGE TYPICAL SECTION
CHAIN BEGIN STATION
-WB- 122 +86.85
END STATION
124 +27.85
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REVISIONS:
NO. DATE
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MIN. 10 GA.
LINE WIRES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
SILT FENCE FABRIC
INSTALLED TO SECO
WIRE FROM TOP
FRONT VIEW
NOTES:
- END OF SILT FENCE SHOULD BE TURNED UPHILL
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW o
SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE).
N
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
MIN. 12 -1/2 GA. NCDOT SEDIMENT CONTROL STONE
INTERMEDIATE
WIRES
GRADE
STEEL POST
TOP OF SILT FENCE
WOVEN WIRE FABRIC MUST BEAT LEAST 1'
IS ALWAYS REQUIRED ABOVE THE TOP OF
SILT FENCE GEOTEXTILE FABRIC THE WASHED STONE
_ `FILL SLOPE
o CO°
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* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE GRADE
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. IN
EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED & THE o 6" MIN. COVER
STONE SHALL BE AT A MINIMUM OF 16" ABOVE GRADE AT THE N OVER SKIRT
DIRECTION OF FLOW & BETWEEN 60 - 45 DEGREES. ANCOR SKIRT AS DIRECTED
BY ENGINEER.
SIDE VIEW
,� STANDARD TEMPORARY SILT FENCE
x p ,. CHANNEL BOTTOM
ch
PLAN VIEW
4 x DIAMETER
T
FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A -A
40"
4 x DIAMETER
FILTER FABRIC J
SEE PLANS FOR QUANTITIES
SECTION B -B
PIPE OUTLET PROTECTION
c� TREE PROTECTION AREA
v 18"
c� DO NOT ENTER
WARNING SIGN DETAIL
NOTES:
3' FILTER FABRIC ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
A' RAIA1
nn r'KICE
STEEL FENCE POST SET MAX 2' APART - I�-
MIN. 18" INTO SOLID GROUND
FRONT VIEW
SILT FENCE OUTLET
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NOTES: FOOTING SIZE
PIPE SIZE
C.O.R.
STD # 40.01
TYPE A
8"
TYPE B
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PIPE OUTLET TO WELL- DEFINED CHANNEL
12"
24"
>3611- 54"
18"
36"
SINGLE
x
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TREE PROTECTION AREA
DO NOT ENTER
TREE PROTECTION AREA
DO NOT ENTER
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4 x DIAMETER
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FILTER FABRIC
SEE PLANS FOR QUANTITIES
SECTION A -A
40"
4 x DIAMETER
FILTER FABRIC J
SEE PLANS FOR QUANTITIES
SECTION B -B
PIPE OUTLET PROTECTION
c� TREE PROTECTION AREA
v 18"
c� DO NOT ENTER
WARNING SIGN DETAIL
NOTES:
3' FILTER FABRIC ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
A' RAIA1
nn r'KICE
STEEL FENCE POST SET MAX 2' APART - I�-
MIN. 18" INTO SOLID GROUND
FRONT VIEW
SILT FENCE OUTLET
L l
NOTES: FOOTING SIZE
PIPE SIZE
WIDTH
DEPTH
15"-24"
8"
12"
>24" - 36"
12"
24"
>3611- 54"
18"
36"
T
FILTER FABRIC
H = RIP RAP TO TOP OF PIPE (MAX. H = D +T)
T = 15" CLASS 'I' RIPRAP
T = 12" CLASS 'B' RIP RAP
1/2 DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
TEMPORARY STREAM CROSSING SUMMARY
CHAIN
STATION
DIAMETER
NOTES
-WB-
52 +50
48" HDPE
DOUBLE
-WB-
118 +00
48" HDPE
SINGLE
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TREE PROTECTION AREA
DO NOT ENTER
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.
5. 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.
7. 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 SHALL NOT RUN PARALLEL WITH THE FENCE)
STEEL POST
-WOVEN WIRE FABRIC
— WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA.
LINE WIRES
o N FILL SLOPE
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EXTEND WIRE 6" MIN. INTO TRENCH
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GRADE
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SIDE VIEW
* FOR REPAIR
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USE SILT/ TREE PROTECTION FENCE
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT 6
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CATCH BASIN.
MIN. 10 GA.
LINE WIRES
DESIGN CRITERIA NOTES = F-�
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KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION. 11-4 z
THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW J p z
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL H w - g
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RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM a N V m
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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 AS CULVERT U
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PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE
FENCE, VELOCITY OF FLOW.
3RIC,
.WARE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
CLOTH IN TRENCH
SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA &
MAINTENANCE
6" DEEP COARSE AGGREGATE
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CHECK DAM
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
FLOW
EARTH FILL COVERED BY
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COARSE AGGREGATE
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25' MINIMUM 25' MINIMUM
STREAM CHANNEL
TOP OF BANK TOP OF BANK
5 1 STANDARD TEMPORARY STREAM CROSSING
40"
M TREE PROTECTION AREA
18"
ih DO NOT ENTER
WARNING SIGN DETAIL
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLAN
NOTES:
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 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.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
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GENERALNOTES
1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE
3. ALL JOINTS TO HAVE Al /" FILLET WELD.
4. ALL METAL SHALL BE GALVANIZED PER SPECIFICATIONS.
(_ —ol �42" OR 48" SAFETY RA�IL
Mnl 11 nCO /T /n x
'X' DIMENSION
42" SAFTEY RAIL: A = 1' -2"
48" SAFETY RAIL: A = 1' -4"
STOP SIGN GREENWAY TRAIL HINGED BOLLARD
BOULDER (TYP. ) SEE DETAIL
BOULDERS TO BE SUPPLIED
BY CITY OF RALEIGH
TRANSPORT AND PLACEMENT
BY CONTRACTOR C)
6" YELLOW PAVEMENT
MARKING
1/2" EXPANSION JOINT (SEE DETAIL 6, THIS SHEET)
WHEN TIEING TO TIE TO EXISTING
CONCRETE SURFACE N CONCRETE /ASHPALT
5FT RADIUS UNLESS
OTHERWISE NOTED
r-------------L----------------------------------------------------------1---------
PLAN VIEW
2' -6"
SQUARE FOOTING
HINGED BOLLARD & BOULDERS
NOTE: BOULDERS PROVIDED BY THE CITY OF RALEIGH
51 CONSTRUCTION ENTRANCE
POST!
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TEMPORARY SEDIMENTATION BAG(S):
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POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC.
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PROJECT NO.:
THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR PIPE
EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN IMPERVIOUS DIKE WHEN IT IS
H9001.00
STILLING BASINS WILL BE MEASURED AND PAID FOR PER EACH. THIS PAYMENT WILL
SCALE: NTS
BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS PROVISION, INCLUDING BUT
STREAM
NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING AND MAINTAINING THE
IN DIRECT CONTA CT WITH THE STREAM.
THE
TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND DISPOSAL OF SILT
2C
ACCUMULATIONS AND BAG.
1
NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION MAINTENANCE
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THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, PLACING, AND
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PIPE CONSTRUCTION.
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THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO
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IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE
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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 SEWN -IN 8
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SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY:
PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS
SPECIFICATIONS
WEIGHT ASTM D -3776 OZ/YD 8.0
GRAB TENSILE ASTM D -4632 LB 200.0
PUNCTURE ASTM D -4833 LB 130.0
FLOW RATE ASTM D -4491 GAL /MIN /SF 80.0
PERMITTIVITY ASTM D -4991 1 /SEC 1.2
UV RESISTANCE ASTM D -4355 % 70.0
THE CONTRACTOR SHALL INSTALL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE
WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER.
PRELIMINARY PLANS
D® NOT USE FOR CONSTRUCTI ®N
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 TEMPORARY SEDIMENTATION BAG(S) SHALL BE REPLACED AND DISPOSED OF WHEN
DATE: NOVEMBER 23, 2011
IT IS 3/4 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER
REVISIONS:
THE SEDIMENT OUT AT A REASONABLE FLOW RATE. PRIOR APPROVAL FROM THE
NO.
DATE
ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT
QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING
PROJECT NO.:
THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND /OR CULVERT OR PIPE
CONSTRUCTION.
H9001.00
STILLING BASINS WILL BE MEASURED AND PAID FOR PER EACH. THIS PAYMENT WILL
SCALE: NTS
BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS PROVISION, INCLUDING BUT
NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING AND MAINTAINING THE
TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND DISPOSAL OF SILT
2C
ACCUMULATIONS AND BAG.

OEM,
Seeding mixture
Species Rate (Iblacre)
Rye (grain)
120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains—Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont—Jan. 1 - May 1
Coastal Plain—Dec. I -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize, and mulch
immediately following erosion or other damage.
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 80
Sericea lespedeza 20
Kobelespedeza 10
Seeding notes
1. After Aug. 15, use unscarified sericea seed.
2. Where periodic mowing is planned or a neat appearance is desired,
omit sericea and increase Kobe lespedeza to 40 lb/acre.
3. To extend spring seeding dates into June, add 15 lb/acre hulled
Bermudagrass. However, after mid-Apr. it is preferable to seed
temporary cover.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 Iblacre rye
(grain).
Best Possible
Fall:
Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue and late winter for lespedezas. Overseeding
of Kobe lespedeza over fall-seeded tall fescue is very effective.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
Practice Standards and SpeCifiMdOnN
Seeding mixture
Species Rate (lb /acre)
German millet 40
In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains—May 15 -Aug. 15
Piedmont —May's -Aug. 15
Coastal Plain—Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw bytacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
F M11
Practice Standards and SpecificationN
Seeding mixture
Species, Rate (lb/acre)
Blend of two turf-type tall
fescues (90%) and two or
more improved Kentucky
bluegrass varieties (10%) 200-250
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Winter: — Feb. I - Mar. 31
For quality turf, avoid spring seeding. Where grading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed a permanent
mixture in early fall.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre small grain straw or equivalent cover of another
suitable mulch. Anchor straw by tacking with asphalt, netting, roving, or
by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar
turf fertilizer. Avoid fertilizer applications during warm weather, as this
increases stand losses to disease. Mow to a height of 2.5-3.5 inches
as needed. Reseed, fertilize, and mulch damaged areas immediately.
'Refer to Appendix 8.02 for botanical names.
151st
0
6.11.22
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains—Aug. 15 - Dec. 15
Coastal Plain and Piedmont—Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 Ib/acr8 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
I
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Winter: — Feb. I - Mar. 31
For quality turf, avoid spring seeding. Where grading is completed
during late winter or spring, an alternative is to seed 30 lb/acre Kobe
lespedeza, keep mowed, prepare seedbed, and seed permanent
mixture between Aug. 25 and Sept. 15.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, roving, netting, or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or
Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar
turf fertilizer. Avoid fertilizer applications during warm weather, as
this increases stand losses to disease. Reseed, fertilize, and mulch
damaged areas immediately. Mow to a height of 2.5-3.5 inches as
needed.
'Refer to Appendix 8.02 for botanical names.
MIM.71ZZ 1,1
it
TEMPORARY AND PERMANENT SEEDING CHARTS
CHARTS FROM NCDENR PRACTICE STANDARDS AND SPECIFICATIONS (REV 6/06)
Seeding mixture
Species' Rate (lb/acre)
Tall fescue 100
Sericea lespedeza 30
Kobelespedeza 10
Seeding notes
1. In Eastern Piedmont, add 25 lb/acre Pensacola Bahiagrass or 10 lb/
acre common Bermudagrass. Use common Bermudagrass only where
it is unlikely to become a pest.
2. After Aug. 15, use unscarified sericea seed.
3. Where a neat appearance is desired, omit sericea and substitute 40
lb/acre Bahiagrass or 15 lb/acre Bermudagrass.
4. To extend spring seeding dates into June, add 15 lb/acre hulled
Bermudagrass. However, it is preferable to seed temporary cover and
seed fescue in Sept.
Nurse plants
Between May I and Aug. 15, add 10 lb/acre German millet or 15 lb/
acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
2= �
Best Possible
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue, and lespedezas in late winter. Overseeding
of Kobe lespedeza over fall-seeded tall fescue is very effective. Use
unhulled Bermudagrass seed in fall.
Soil amendments
Apply lime and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000-5,000 Iblacre grain straw or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt,
roving, or netting. Netting is the preferred anchoring method on steep
slopes.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
Refer to Appendix 8.02 for botanical names.
N,• , I'm,
Seeding mixture
Species' Rate (Iblacre)
Tall fescue 200 (4-5 lb/1,000 ft2)
Nurse plants
Between May 1 and Aug. 15, add 15 lb/acre Sudangrass or 15 lb/acre
German millet. Prior to May 1 or after Aug. 15, add 40 lb/acre rye
(grain).
Seeding dates
Best: Aug. 25 - Oct.
Possible: Feb. -Apr. 15
Avoid seeding from Nov. to Jan. If seeding must be done at this time,
add 40 lb/acre rye grain and use a channel lining that offers maximum
protection.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 Iblacre 10-10-10 fertilizer.
Operate tillage equipment across the waterway.
Mulch
Use a rolled erosion control product to cover the bottom of channels
and ditches, and staple securely. The lining should extend above the
highest calculated depth of flow. On channel side slopes above this
height, and in drainages not requiring temporary linings, apply 4,000
lb/acre grain straw, and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down
slopes where they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the
following year; use soil tests or apply 150 Iblacre 10-10-10. Mow
regularly to a height of 2-4 inches.
'Refer to Appendix 8.02 for botanical names.
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JDATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
(PROJECT NO.:
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JDATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
(PROJECT NO.:
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LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54" & UNDER) (D � w
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1 TOTAL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1441641 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LIST OF PARCELS IMPACTED
Panel No. Owned Name Plansheet No.
1
BROWN, WILLIAM J JR
4
DB 2966, PG 0313
1722874774
Pending
15.670
2
BROWN, WILLIAM J JR
4,5
DB 13856, PG 2383
1722779064
NIA
32.666
4
BROWN, WILLIAM J JR
4,5
DB 2966, PG 0313
1722970983
Pending
3.553
3
BROWN, ROBERT H
4, 5, 6
DB 2966, PG 0315
1722985086
Pending
25.847
5
BROWN, WILLIAM J BROWN, ROBERT HOWARD
6
DB 167, PG E
1732071808
Pending
10.061
6
BROWN, WILLIAM J BROWN, ROBERT H
6,7
BM 1998, PG 1599
1732085040
NIA
9.659
7
BROWN, WILLIAM J BROWN, ROBERT HOWARD
7
DB 2966, PG 0313
1732184069
Pending
14.807
8
WALNUT RIDGE HOMEOWNERS ASSOC INC
8
DB 7488, PG 617
1732280344
Pending
3.349
9
BROWN, WILLIAM J JR BROWN, ROBERT H
8,9
DB 6742, PG 31
1732289450
Pending
18.958
10
WALNUT RIDGE HOMEOWNERS ASSOC INC
8
DB 7279, PG 745
1732284890
Pending
1.973
11
FIELDCROSS AT EAGLECHASE HOMEOWNERS ASSOCIATION INC
8
DB 4265, PG 677
1732299043
Pending
6.141
12
BENSON, C ALFRED BENSON, GLORIA J
9
DB 4651, PG 242
1732382859
Pending
0.449
13
TOWNES, ERIC L
9
DB 12325, PG 386
1732383881
Pending
0.990
14
RALEIGH CITY OF
9
DB 1988, PG 207
1732385548
NIA
3.170
15
VINEYARDS HOMEOWNERS ASSOCIATION
9
DB 7650, PG 881
1732395138
Pending
1.449
16
RALEIGH CITY OF
9,10
DB 4602, PG 273
1732480863
NIA
24.824
17
RIVERKNOLL HOMEOWNERS ASSOCIATION
10
DB 4602, PG 279
1732491328
Pending
3.696
18
RIVERKNOLL ASSOCIATES
10
DB 03492, PG 757
1732493368
Pending
3.040
19
H J MORRIS CONST INC
10
DB 6846, PG 1030
1732488459
NIA
11.340
20
MARTIN, CHARLES EUGENE & BARBARA P
10,11
DB 7200, PG 610
1732592042
Pending
15.561
21
JEFFREYS, A J III & CHRISTY D
11
DB 6178, PG 405
1732584766
Pending
17.401
22
ALMUS J JEFFREYS JR
11
DB 325, PG E
1732587444
Pending
15.866
23
AJ JEFFREYS JR
11
DB 1137, PG 0531
1732680665
Pending
30.042
24
WOODARD, LEAMON HEIRS
11,12
DB 13436, PG 820
1732780525
Pending
88.923
25
RB & ELAINE K HOPKINS
12,13
DB 2038, PG 311
1732787516
Pending
14.247
26
CITY OF RALEIGH
13
DB 2297, PG 255
1732779522
NIA
12.442
27
KAGAWA LLC
13,14
DB 11131, PG 752
1732877886
DB 14393, PG 1241
18.328
28
HAMM, CAROLYN W
6
DB 12060, PG 0877
1732088070
Pending
0.182
29
HUNTER, NICOLE
6
DB 10541, PG 2446
1732089042
Pending
0.199
30
GREEN, LORRAINE & EMILY
6
DB 12426, PG 1705
1732089088
Pending
0.197
31
BAZEMORE, JUNE 1
6
DB 07486, PG 0548
1732180097
Pending
0.212
32
JOHNSON, ELIZABETH ANN
6
DB 8356, PG 1512
1732182117
Pending
0.172
33
ANZORA, HECTOR & ELENA CLAUDIA
6
DB 11423, PG 201
1732182243
Pending
0.182
34
ELLEBY, CHRISTOPHER & ANNTIONETTE
6
DB 10593, PG 1053
1732182350
Pending
0.169
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SIGN A SIGN B SIGN C SIGN D SIGN F SIGN I
DATE: NOVEMBER 23, 2011
REVISIONS:
xxxx SPEED NO. DATE
Neuse River Trail LIMIT
Hours of Operation:
Dawn to Dusk
W7 -5 R2 -1
is" x le" Hn -2L �'`'1 -5R 1 12" X 18"
WI -2R WI -5L
18" X 18" 18" X 18"
SIGN J SIGN K SIGN L SIGN M SIGN P PROJECT NO.:
H9001.00
SCALE: NTS
3A
TYPE OF SIGNS
SIGNAGE SYMBOL A B C D E F G H I J K L M N P Q R S T U V W X
H Q � p w Y
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WB 11 +00 RT 8.5 1 W7 -5
WB 12 +50 RT 8.5 1
WB 14 +20 LT 8.5 1 W7 -5
Wg 20 +25 RT 8.5 1 S NEW HOPE ROAD
WB 22 +10 LT 8.5 1 S NEW HOPE ROAD
WB 56 +60 RT /LT 8.5 2 W1 -2L
WB 59 +80 RT /LT 8.5 2 W1 -2R
WB 118 +80 RT 8.5 1 W7 -5
WB 125 +35 LT 8.5 1 W1 -2R
WB 125 +35 RT 8.5 1 W1 -2R
WB 127 +65 RT 8.5 1 BARWELL ROAD
WB 128 +40 LT 8.5 1 BARWELL ROAD
WB RT 8.5 1 W1 -2L
WB LT 8.5 1 1 W1 -2L, W7 -5 (SAME POST)
WB RT 8.5 1
WB 8.5 1
WB
WB RT 8.5
Y1
Y1 RT
Y1 8.5
MILE MARKERS TYPE E MILE LOCATIONS TO BE DIET.
IN FIELD (/4 MILE INTERVALS)
SPEED LIMIT TYPE P LOCATIONS TO BE DIET.
IN FIELD /MILE INTERVALS
TYPE H 2 TYPE H LOCATIONS TO BE DIET.
IN FIELD
SUBTOTAL
SIGNAGE SYMBOL
A
B
C
D
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Note-
This Drawing Correlates With
440 12 Of 44 Raleigh 44e444y5
Caster Sign Program.
414445 to match 444ig4 44e4440
4D444r4
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Tube Ground Clean
Tube 499 x
499 x
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1
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D
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Sheet 4144 To Top Of
Tube Ground Clean
Tube 499 x 499 x 2399 x 1/899
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6 ❑4 52
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6 Mlle
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Concrete
Carter 44Di44
SIGN TYPE E
Miteage Markers
18//
1
399 4lvo SOxx
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2 x 4" PT Board
1/49 4a4 Bolts
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Mile Marker
Boardwalks
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NOTE:
SIGN SHALL BE 18" X 18" FOR TRAIL
APPLICATIONS.
MOUNT SIGN TO POST TO NCDOT SPECS. ALL
HARDWARE TO BE GALVANIZED AND FILED TO
PREVENT THEFT /REMOVAL
ST
MOUNT SIGN TO POST TO NCDOT SPECS. ALL
HARDWARE TO BE GALVANIZED AND FILED TO
PREVENT THEFT /REMOVAL
4 "x 4" POST
4 "x 4" POST - ASPHALT TRAIL/ GREENWAY
ASPHALT TRAIL/ GREENWAY
3' -6"
2„
2500 PSI CONC.
FOOTING, (TYP.)
#57 WASHED STONE, (TYP.)
COMPACTED SUBGRADE
DESIGNATED AS© ON PLANS
2500 PSI CONC.
FOOTING, (TYP.)
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0
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2"
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#57 WASHED STONE, (TYP.)
COMPACTED SUBGRADE 1' -0"
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3 3 NOTE: SEE PLANS FOR SIGN TYPE AND SIZE.
PROVIDE WIDENING TO THE INSIDE
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2" SOLID YELLOW LANE LINE
ALIGNMENT
CURVE
BEGIN STA
END STA
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NOTE: TRAIL HEAD SIGNS ASSOCIATED WITH VEHICULAR TRAFFIC AND SIGNS ALONG ROADWAYS
SHALL MEET NCDOT AND MUTCD SIGN REQUIREMENTS, AND BE INSTALLED
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REVISIONS:
1 NO. I DATE 1
IPROJECT NO.:
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Note-
This Drawing Correlates With
Page N Of The Raleigh CNenways
Masan Nigh Program,
Finishes to match Raleigh Greenway
Standards
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Post V" x 2" SNE
Powder Coated
Standard Color
SNexe No
5 aapaa
4 naNs.
as Panel Elevation
2" e Peet
`olor
itt
Note:
City Of Raleigh To Supply
Design Only. Contractor
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1 NO. I DATE 1
(PROJECT NO.:
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Note- Finishes to match Raleigh Green\y
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WHERE SIGN IS INSTALLED AT
BOARDWALK, BOTTOM E]L]EVATION
OF SI GN SHALL EQUAL TOP RAIL ]ELEVATION
2 1/2 )9 Aluminum Pipe
606 T529 Capped &
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1/49, Aluminum Sheet
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190 PRELIMINARY PLANS
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BEGIN BOARDWALK 2
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PROJECT NO.:
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BEGIN BOARDWALK 2
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SCALE:
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15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 4

FOR BOARDWALK DETAILS,
SEE SB SHEET SERIES
WILLIAM J. BROWN DESIGNATED AS CITY OF
Ila .._. ROBERT H. BROWN
RALEIGH GREENWAY PER
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PIN 1732071808 PIN 1732085040
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WILLIAM J. BROWN, f r °` WLLLIAM J. BROWN,
JR. & ROBERT H. P ; r` ttr , JR. & ROBERT H.
BROWN BROWN
DESIGNATED AS CITY OF DB 2966, PG 3/3
RALEIGH GREENWAY PER f , r - BY 1996, PG 803
BY 1998, PG 1599 r r' - ' ' ~ -- PIN 1732184069
PIN 1732085040
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EL = 17
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�a , `` ,, JR. & ROBERT H. _ —....
PI STA. 48 +19.70 P1 STA. 49+93.14 PI STA. 52 +94.69 —
BROWN
0 = 61° 54' 3/.5" (RT) 0 = 58° 4I' 34.9" (RT) A = 39° 32' 01.8" (LT) DB 2966, PG v31 . "
' BM 1996,PG 803 STREAM SF9
D = 57° lT 44.8" D = 57° lT 44.8" D 28 38 52.4
L = 108.05' L = 102.44' L — 138.00
PIN 1732184069
T = 59.98' T = 56.22' T = 71.87'
R = 100.00' R = 100.00' R = 200.00'
48 +00 49 +00 50 +00 51 +00 52 +00
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"" °"" PI = 48 +50.00
2.29' EL = 178.29'
'5'
VC = 60'
( +)4
I-- ----
EL
VC =
Malff
Pl = 49+90.00 P1 = 51+70.00 190
Pl = 52 +50.00
EL = 180.74' EL = 174.62' EL = 17438'
i in
—WBRI— STA. 53 + 72.
EL = 173.34'
54 +00
O
180 PRELIMINARY ARY P] ANS
D® NOT USE FOR CONSTRUCTI ®N
°�`Uv0 — )0.3000%
170
END
52 +00
.QO DATE: NOVEMBER 23, 2011
REVISIONS:
170
NO. DATE
160 PROJECT NO.:
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150 SCALE:
53 +00 6
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170
END
52 +00
.QO DATE: NOVEMBER 23, 2011
REVISIONS:
170
NO. DATE
160 PROJECT NO.:
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150 SCALE:
53 +00 6

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HOMEOWNERS
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Fw..._..._
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, WILLIAM J. BROWN,
JR. & ROBERT H•
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BY 1987, PG 960
PIN 1732289450
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C5 co cc
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2
0
LU
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cn
P1 STA. 53 +6/.27
P1 STA. 58 +34.68
P1 STA. 60 +0738
P1 STA. 62 +46.25
P1 STA. 64 +09.79
Cn
0
= 14° 16' 37.1" (LT)
0 =
84° 02' 55.3" (LT)
A =
63° 51' 07.3° (RT)
0 =
28° 26' 38.1" (RT)
A =
17° 53' 29.8" (RT )
oC
D
= 38° 11'49.9"
D =
67° 24' 24.5"
D =
28° 38' 52.4"
D =
28° 38' 52.4"
D =
38° //" 49.9"
-- - .
L
= 37.38'
L =
124.69'
L =
222.89'
L =
99.29'
L =
46.84'
T
= 18.79'
T =
76.60'
T =
124.62'
T =
50.69'
T =
23.61'
R
= 150.00'
R =
85.00'
R =
200.00'
R =
200.00'
R =
150.00'
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190
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190
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Pl 53 13.00
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Pl 60 20.00
EL 2.26 -
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EL = !70.47
63 50.00
VC 100
EL 168.73"
VC 50 .
00
_
0
o + ..........6000/ (+)0.6 r� VC 120 18 0
t JO 4
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4
0 � 5 VC 00
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0
100- o
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4 0
+)2 0/ )0.854
- ( 0 (+)200007- 5/
0
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o f
.
I
a Pl 58 ©o.00
+) _ r _ _� 170
P/
56 50.00......... 1 _ � _.
0 -_
+ 00 .7 0
l 10
.7
f
. 60 4 0
_ /q� fA30
EL 180.95 0
t _
EL 180.05......... r .
�2. 00/
X100 + 2.00
53 +00 54 +00 55 +00 56 +00 57 +00 58 +00
i i - Ui ',, -rv.0
EL = 173.35
VC = 60'
C•smil1 :iIll]
DATE: NOVEMBER 23, 2011
160 REVISIONS:
NO. DATE
150 PROJECT NO.:
H9001.00
140
66 +00 1 7
N
0
U
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Pl 60 20.00
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EL = !70.47
63 50.00
VC 100
EL 168.73"
VC 50 .
00
_
0
o + ..........6000/ (+)0.6 r� VC 120 18 0
t JO 4
.7
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0 s _
0
NARY PLANS
4
0 � 5 VC 00
D® N ®'P" USQ•, FOR CONSTRUCTION
o
0
100- o
9�. ) -
o 2.
4 0
+)2 0/ )0.854
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0
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o f
.
I
a Pl 58 ©o.00
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P/
56 50.00......... 1 _ � _.
0 -_
+ 00 .7 0
l 10
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f
. 60 4 0
_ /q� fA30
EL 180.95 0
t _
EL 180.05......... r .
�2. 00/
X100 + 2.00
53 +00 54 +00 55 +00 56 +00 57 +00 58 +00
i i - Ui ',, -rv.0
EL = 173.35
VC = 60'
C•smil1 :iIll]
DATE: NOVEMBER 23, 2011
160 REVISIONS:
NO. DATE
150 PROJECT NO.:
H9001.00
140
66 +00 1 7

-WBR2-
0 =
CURVE DATA
D =
38° 11' 49.9"
P1 STA. 70+55.2,3
P1 STA. 72 +28.21
P1 STA. 73 +63.03
A = 67° 19' 58.0" (LT)
0 =
29° 40' 08.4" (LT)
0 =
9° 36' 42.5" (RT )
D = 57° 17'44.8"
D =
14° 19' 26.2"
D =
14° 19-26.2"
L = 117.52'
L =
207.13'
L =
67.10'
T = 66.61'
T =
105.94'
T =
33.63'
R = 100.00'
R =
400.00'
R =
400.00'
V)
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-WBRI - CURVE DATA
a
P1 STA. 77 +02.01
0 =
59° 49' 25.7" (RT)
D =
38° 11' 49.9"
L =
156.62'
T =
86.30'
R =
150.00'
DETAIL 1
( Not to Scale)
Front
o Ditch
Natural 5' ,del Slope
Ground `.7
d
Min. D = 1 Ft.
Type of Liner= PSRM Max. d= 1 Ft.
-WB- CURVE DATA
P1 STA. 67 +18.11
0
= 42° 35' 43.1" (RT )
D
= 38° I1' 49.9"
L
= ///.5/'
T
= 58.48'
R
= 150.00'
x
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66 +00 67 +00 68 +00 69 +00 70 +00 71 +00 72 +00 73 +00 74 +00 75 +00 76 +00
190
BEGIN BOARDWALK 3
WBR2- STA. 77+90.00
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/ = 76
L = /7
140
66 +00 67 +00 68 +00 69 +00 70 +00 71 +00 72 +00 73 +00 74 +00 75 +00 76 +00
190
BEGIN BOARDWALK 3
WBR2- STA. 77+90.00
(+)0.3300;/,
w
J
w
�1 z
W 0
W �
DC
U Q
Z a
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a =
� w
z
- - - - - - • - • - - - -
180 PRELIMINARY PLANS
D® NOT USE FOR CONSTRUCTI ®N
170
DATE: NOVEMBER 23, 2011
REVISIONS:
P1 = 77+40.00 160 NO. DATE
EL = 170.67'
VC = 80'
150 PROJECT NO.:
H9001.00
140 SCALE:
77 +00 78 +00 79 +00 1 8
C/' 0
0 D
DC
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180 PRELIMINARY PLANS
D® NOT USE FOR CONSTRUCTI ®N
170
DATE: NOVEMBER 23, 2011
REVISIONS:
P1 = 77+40.00 160 NO. DATE
EL = 170.67'
VC = 80'
150 PROJECT NO.:
H9001.00
140 SCALE:
77 +00 78 +00 79 +00 1 8

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FW..................................................................................... —11--" F,
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-WBR2- STA. 81 + 80.00
M -WB- STA. 83 + 50.00 LA
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WETLAND RW9B
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H.J. MORRIS
CONSTRUCTION, rn
INC. rn
19 DEDICATED FOR
elm— GREENWAY 4, ^. 20
DB 6846, FG 814 WETLAND RW9A
. ..... < BY 1996, FG 1030 A//F
170
150
130
79+00
�00118=81(
—WBR2 — CURVE DATA —WB— CURVE DATA
P/ STA. 82+30.36 P1 STA. 83 +72.87 P1 STA. 87+08.16 P1 STA. 89 +36.55 P1 STA. 9/ +66.00
A = 19* 41" 45.6" (RT) A = 32° 36' 16.1" (LT) A = 30* 28" /0.1" (RT) A = 54* 35" 03.7" (RT) A = 83* 3/" 34.9" (LT)
N z D = 38* 11`49.9" D = 14* 19'26.2" D = 14* 19'26.2" D = 57* 17" 44.8" D = 57* 17" 44.8"
STREAM SF5
L = 51.56" L = 227.62" L = 212.72' L = 95.27" L = 145.78
....... . ....
T = 26.04' T = 116.99' T = 108.94" T = 51.60' T = 89.29
ti .... ... .....
R = 150.00" R = 400.00" R = 400.00" R = 100.00' R = 100.00
N"
7
82+00 83+00 84+00 85+00
[:]moft
166�11111
F5
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1:610IM11111
103=8111
101010IM11111
P1 = 89+15.0
EL = 164.48'
i/t, = can.,
FOORGIM11111
16J
011=1111
P/ 91+10.00
EL 164.45"
i1r = qn,,
4,
0j"M11%
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-WBR2- STA. 81 + 80.00
M -WB- STA. 83 + 50.00 LA
M
00
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WETLAND RW9B
C
%Jo
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OF RALEIGH
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'1989, PG /J/J
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H.J. MORRIS
CONSTRUCTION, rn
INC. rn
19 DEDICATED FOR
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DB 6846, FG 814 WETLAND RW9A
. ..... < BY 1996, FG 1030 A//F
170
150
130
79+00
�00118=81(
—WBR2 — CURVE DATA —WB— CURVE DATA
P/ STA. 82+30.36 P1 STA. 83 +72.87 P1 STA. 87+08.16 P1 STA. 89 +36.55 P1 STA. 9/ +66.00
A = 19* 41" 45.6" (RT) A = 32° 36' 16.1" (LT) A = 30* 28" /0.1" (RT) A = 54* 35" 03.7" (RT) A = 83* 3/" 34.9" (LT)
N z D = 38* 11`49.9" D = 14* 19'26.2" D = 14* 19'26.2" D = 57* 17" 44.8" D = 57* 17" 44.8"
STREAM SF5
L = 51.56" L = 227.62" L = 212.72' L = 95.27" L = 145.78
....... . ....
T = 26.04' T = 116.99' T = 108.94" T = 51.60' T = 89.29
ti .... ... .....
R = 150.00" R = 400.00" R = 400.00" R = 100.00' R = 100.00
N"
7
82+00 83+00 84+00 85+00
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160
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150 REVISIONS:
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140 1
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160
DATE: NOVEMBER 23, 2011
150 REVISIONS:
1 NO. DATE
140 1
PROJECT NO.:
H9001.00
130
92+00 93+00 1 9

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\__j P1 STA. 95 +97.56 P1 STA. /0/ +39.88 P-111 z
. . . ........ . III Z U) z
A = 22* 27" 44.6" (RT) A = 7* 33" 40.4" (LT) 0
............ r-
oot D = 9* 32" 57.5" D = 9° 32' 57.5" < LU kD
LU N L = 2,35.23" L = 79.18" cj� N N
22 U< U 00
. ......... Uj X:
T = 119.14" T = 39.65 Z N z
LL 8 , T Uj
R= 600.00" R= 600.00' 06 En m r, LU
LU ko ce
NIF 0 U) (D 0
LU L9
21
s P- L'U Op
ALMUS J JEFFREYS JR loo Ce rj _j ori 13�
23 < N � r_1 0
DB 00325, PG O—E— o- N En ON
00 LU
PIN 1732587444
NIF loo Ln
A.J. /// & NIF
CHRISTY D.
A J JEFFREYS JR U
JEFFREYS DB 0/137, PG 053/ 0
U-)
DB 6178, PG 405 CD
0 PIN 1732680665 DETAIL 1
BM 1986, PG 1496 Uj
PIN 1732584766 CUT DITCH z
(Not to Scale) 5 U
0 Front
0 01, Natural el Ditch 24
Slope
Ground :1
\ . ..... . . . ..... 00 L D Ln
Q) .4
. ..... 00L .. . ... . ......... NIF
.................... . 'ZI., .... . .... .
Min. D = 1 Ft.
LEAMON B.& MARY
. . ... . ...... . .. . ..... . . .... - — ----------- - - tmp, of Liner= PSRM Max. d = 1 Ft. L. WOODARD
D8 1436, PG 820
001"
FROM S .102+80 -WB- TO STA. 104 + 55 -WB- PIN 1732780525
Uj
Ln ty) >
rn
Q:)
W) LU
LU
Q)
6 V)
WETLAND RW8 Q) .::T -Q) C:)
Q0
Ar
11q_ v___ Uj LU
Q_ Uj
PGE 00 �e z
PGE v 5, PGE PGE Ln
lun, F Q_ Q_ I P
?Ge PGE PGE 0
;.A PGE_ 0
-e
P P DUAL 22'-36- HDPE Ln Uj
W/DUAL HEADWALLS -r- -S 71* 571
-F- +
S 0
X_
F 0
Q0 Q_ F X t.0
----------------- _
uJ
GIE PGE ------------- ='X -� —7r GE 0 U
.......... -=5z-- (I — A
PGE ------- PROP DUAL 32'-42" HDPE T-4
O 7—F PGE
PGE E F Pm
A_ PGE IF P E -F= ?GE PGE PGE F PGE 0
Ln _� —7-
f Liner= Sb
--!ROM S A 1027 81
C')
_PG
-----------
. .. . ......
Fw. .. . ......... . .. . ......... FW . ... . .... ..
f... . ... . ........ Fw . ... . ............ . ... . ..........
FW F
Fw . ........ . .. . ........ . .. . ........ . .. . ....... . .. . ...... .... . . ................. . ...................... FW ...................... . ........ . ......................... W Uj
VIA- 0 PGE FW ---- — -------------------------------------- ............. Fw EST 23 TONS CLASS 'B' RIP RAP
X F PG PGE RAP EST 56 SY FILTER FABRIC
0
GE EST I TON CLASS 'B' RIP 141 X 14'W VELOCITY DISSIPATOR PAD ca
EST 2 SY FILTER FABRIC
61 X 3'W X 17 VELOCITY DISSIPATOR PAD
%,
EST 9 TONS CLASS 'RIP RAP Uj
EST 20 SY FILTER FA IC z
i?,i Y ow winriTy MMPAMR PAn
17ulorl
F/ =
EL =
VC =
170
16 0 - )1.-1963%
150
140
130
94+00
081IM1111
019-CE1181
0IM0111
0160IM1111
016=11111
P1 102+10.00
EL = 161.66"
VC /00/
in
._1
•
12.5000,o
�,
PRELIMINARY PLANS
170 DO NOT USE FOR CONSTRUCTION
/_/ = lulf-r1fu
EL = 175.16'*
VC = 801
PROP DUAL 32
160
DATE: NOVEMBER 23, 2011
REVISIONS:
150 NO. DATE
140 PROJECT NO.:
130
H9001.00
100+00 101+00 102+00 103+00 104+00 105+00 106+00 1 10
C/)
LU C)
E
0
CC,:)) C"4)
83
> C-4
LU C-) F- F-
.0 ca
.1
T
Z
c) c)
LU C:) 6 af 0m
0 05
cc
m
LL
U) 'z
— 5 _j m 0)
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2
5 LL
Uj
LU
LU
V)
z
•
12.5000,o
�,
PRELIMINARY PLANS
170 DO NOT USE FOR CONSTRUCTION
/_/ = lulf-r1fu
EL = 175.16'*
VC = 801
PROP DUAL 32
160
DATE: NOVEMBER 23, 2011
REVISIONS:
150 NO. DATE
140 PROJECT NO.:
130
H9001.00
100+00 101+00 102+00 103+00 104+00 105+00 106+00 1 10

FOR BOARDWALK DETAILS,
SEE SB SHEET SERIES
-WB - CURVE DATA
P! STA. 108 +83.01
P! STA. 116 +71.07
=
33° 39' 45.6" (LT)
0 =
12° 27",32.2" (RT )
D =
14° 19'26.2"
D =
//* 27",33.0"
L =
235.01'
L =
108.72'
T =
121.01'
T =
54.58'
R =
400.00'
R =
500.00'
STREAM RS1
l is TEMPORARY STREAM CROSSING
SEE DETAIL ON SHEET 2A
f
fli o h
J
4
rn t N ff f M �/
f ff
10' CONCRETE fj' r w\
APPROACH SLAB W J /
p W /BOLLARDS uj
t
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W Cn
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t'
— -F— x
U-1 z
F —x�= F F F F '3 .411E + O
PGE
F
PG PGE PG Q: ��/
ti U
s O1
BEGI BOARDWALK 6 V)
-WB- STA. 118 + 33.42 ' w
00 z a-
0
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1
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w
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MM
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DD q U) H LL
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w
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PGE
F
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ti U
s O1
BEGI BOARDWALK 6 V)
-WB- STA. 118 + 33.42 ' w
00 z a-
0
}$s w
z
1
w
z
z
g
a
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w
w
_O
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W
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U
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/ / /VU 1 '7J.VV -
rl llO T oV.VU
,
= 4 ,
18 O EL 168. o EL 159.76 180
VC = 80 -
_ +
Pl 118 +80.00
Pl ll4 90.00
r
_ = EL - 159.76
.:BEGIN BOARDWALK 5
( 4 /
Pl 1/2 5Q.OQ
......)....0000 0
E - l 0.30
L 6
—WB— STA. 10 + .........7.01 —
9 9 —
e
EL 158.27
._ VC 80
17O ()3.00n0% BEGIN BOARDWALK b 170
o N W
� DO%
0
.Q
40 0
( )Q ! — — D® N ®'P" USQ•, Q•' ®IIt CONSTRUCTION
V C 2Q''
J B TA 11 + 42
5
W S 8 33.
O
O
O
e / J1.5 478/ 0.9
( 0 00 + 1. 00/
X2.0 0Q D/ ( )
00 + 30
160 � _ _ 160
.� �
_.. _
Pl 108 9o.DQ
T
e
—�/.�)�J-
EL 169.02....... 000......... +)3
,. _
0/
_ Pf !/ 7
DATE. NOVEMBER 23 2011
+ 0....37.0....
VC 80
Pf 109 97.07 .................
+ o
, Pl fl3 75.00 P1 1/ REVISIONS.
6 20.00
= EL _ !62.53 +
EL 163.93......... ()O.00QO/
150 150
END BOARDWALK 5
, NO. DATE
- B- STA. 1 Tl + 4 .Ol
EL .62.02 EL !61..92..
W 7
_ +
+ r )1.o00oi
Pr rfo f7.o7 ,
VC =loo =
,
VC 65
EL = 163.13
140 140
PROJECT NO..
H9001.00
130 130
SCALE:
107 +00 108 +00 109 +00 110 +00 111 +00 112 +00 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00
c/'
0
U
DC
J co
N
C O
Lu
H U � �
� U
Z
W o =0°00M0
Cc
MM
d0
Z
LL J O)
DD q U) H LL
2sZy 2
5 LL
w
W
a
Lu
w
0G
a
♦^
V)
z
a
/ / /VU 1 '7J.VV -
rl llO T oV.VU
,
= 4 ,
18 O EL 168. o EL 159.76 180
VC = 80 -
_ +
Pl 118 +80.00
Pl ll4 90.00
r
_ = EL - 159.76
.:BEGIN BOARDWALK 5
( 4 /
Pl 1/2 5Q.OQ
......)....0000 0
E - l 0.30
L 6
—WB— STA. 10 + .........7.01 —
9 9 —
e
EL 158.27
._ VC 80
17O ()3.00n0% BEGIN BOARDWALK b 170
o N W
� DO%
0
.Q
40 0
( )Q ! — — D® N ®'P" USQ•, Q•' ®IIt CONSTRUCTION
V C 2Q''
J B TA 11 + 42
5
W S 8 33.
O
O
O
e / J1.5 478/ 0.9
( 0 00 + 1. 00/
X2.0 0Q D/ ( )
00 + 30
160 � _ _ 160
.� �
_.. _
Pl 108 9o.DQ
T
e
—�/.�)�J-
EL 169.02....... 000......... +)3
,. _
0/
_ Pf !/ 7
DATE. NOVEMBER 23 2011
+ 0....37.0....
VC 80
Pf 109 97.07 .................
+ o
, Pl fl3 75.00 P1 1/ REVISIONS.
6 20.00
= EL _ !62.53 +
EL 163.93......... ()O.00QO/
150 150
END BOARDWALK 5
, NO. DATE
- B- STA. 1 Tl + 4 .Ol
EL .62.02 EL !61..92..
W 7
_ +
+ r )1.o00oi
Pr rfo f7.o7 ,
VC =loo =
,
VC 65
EL = 163.13
140 140
PROJECT NO..
H9001.00
130 130
SCALE:
107 +00 108 +00 109 +00 110 +00 111 +00 112 +00 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00

ne
w
J
w
�1 z
W 0
W �
DC
U Q
No
Z a
J O
a =
� w
z
a
w
z
z
g
a
Z
W
W
i�
_O
Z
W
V)
Y
U
O
Ln
Q w
z J
U
O >
B- TA. 122 +
W S 8b85
190 190
EL 1 .00
- 77
BAR ELL ROAD BRIDGE
EL 63.66 t J4 / (+)4.00007. W O G
- I
.000 a
EL 59.96........
180 180
+ PRELIMINARY PLANS
P/ 120+30.00 (+)5.0000;/. t J5.OQ0
20 3o.oa
D® N ®'P" USQ•, Q•' ®IIt CONSTRUCTION
Pl 1I9 20.00
(+)0.00007.
EL 163.86 ' ``�
r
- a
EL .60.36....
( 4
.0000... a
o
1
170 170
+
)5.Q000/ 0
0
0
0
6•
e
L
+) 0
14.1
7
0
0 S
3.
O
O
o
O
J2.OQ00%
END BOARDWALK
s
� 7
f DATE. NOVEMBER 23 2011
a
.00
0 REVISIONS:
0 WB STA.125......... +17.85
0 �
0 O
+
3. O
160 ,. 160
NO. DATE
Pl 122 46.85 .8 -
S 0
a Pl I34 50.04.......
� 0
� 0
_ 3
a
o
- + - +
Pl 124.....57.85 ,
- Pl .....124 77.85.......
EL 6.3 _ +
PI l 4 7 EL 169.20
2 3 .85
22 26.85 - EL 6.6 _
_ Pl 122.......56.85
EL ..175.97
127+50.00 .:
VC l00
_ EL .........176.97
+
Pl I 0 0.0
2 5 �
EL 175.47 P1 124 67.85
- - Pl l24 87.85
EL 160.20
EL /76.67 _
- Pl 124...47.85.........
1 - 150
50
EL .........164.86
EL 176.37
,
PROJECT NO..
Pl l 6. _ Pl I 76.
r
22.3 85 122+66.85 22 85 EL 175.47
VC 90
Pl EL 176.87
,..........
EL 175.97 _ EL 176.97
- I76. 7
EL 8 H9001.00
140 140
SCALE:
119 +00 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 128 +00 129 +00 130 +00 131 +00
12
H
rn
V
w
w
H
�
Z
cn
o
Q
<
LU
kD
oC
�
w
2
N
U
00
LL
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w
L
2
C7
o
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W
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00
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d
N
J
01
N
(n
ON
H
U
ne
w
J
w
�1 z
W 0
W �
DC
U Q
No
Z a
J O
a =
� w
z
a
w
z
z
g
a
Z
W
W
i�
_O
Z
W
V)
Y
U
O
Ln
Q w
z J
U
O >
B- TA. 122 +
W S 8b85
190 190
EL 1 .00
- 77
BAR ELL ROAD BRIDGE
EL 63.66 t J4 / (+)4.00007. W O G
- I
.000 a
EL 59.96........
180 180
+ PRELIMINARY PLANS
P/ 120+30.00 (+)5.0000;/. t J5.OQ0
20 3o.oa
D® N ®'P" USQ•, Q•' ®IIt CONSTRUCTION
Pl 1I9 20.00
(+)0.00007.
EL 163.86 ' ``�
r
- a
EL .60.36....
( 4
.0000... a
o
1
170 170
+
)5.Q000/ 0
0
0
0
6•
e
L
+) 0
14.1
7
0
0 S
3.
O
O
o
O
J2.OQ00%
END BOARDWALK
s
� 7
f DATE. NOVEMBER 23 2011
a
.00
0 REVISIONS:
0 WB STA.125......... +17.85
0 �
0 O
+
3. O
160 ,. 160
NO. DATE
Pl 122 46.85 .8 -
S 0
a Pl I34 50.04.......
� 0
� 0
_ 3
a
o
- + - +
Pl 124.....57.85 ,
- Pl .....124 77.85.......
EL 6.3 _ +
PI l 4 7 EL 169.20
2 3 .85
22 26.85 - EL 6.6 _
_ Pl 122.......56.85
EL ..175.97
127+50.00 .:
VC l00
_ EL .........176.97
+
Pl I 0 0.0
2 5 �
EL 175.47 P1 124 67.85
- - Pl l24 87.85
EL 160.20
EL /76.67 _
- Pl 124...47.85.........
1 - 150
50
EL .........164.86
EL 176.37
,
PROJECT NO..
Pl l 6. _ Pl I 76.
r
22.3 85 122+66.85 22 85 EL 175.47
VC 90
Pl EL 176.87
,..........
EL 175.97 _ EL 176.97
- I76. 7
EL 8 H9001.00
140 140
SCALE:
119 +00 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 128 +00 129 +00 130 +00 131 +00
12

BY 1966, PG 125
PIN 1732877886
r
fr
r ,
FROM STA.135 +65 TO STA.137 +75 WB-
f
1�w
0 =
19° 49' 42.0" (LT )
H
28° 38' 52.4"
-WB-
CURVE DATA
rn
V
34.96'
w
w
Pl STA. /30 +61.52
P1 STA. l3/ +55.52
0 =
H
D =
�
65° 39",39.4" (LT)
0 =
24° 46' 10.2" (RT )
65.19'
Z
cn
D =
57° 17-44.8"
D =
28° 38' 52.4"
Q
LU
150.61'
N
114.60'
QC
w
2
U 00
T =
LL
Q�
43.92'
,--i
Z T
O
100.00'
u')
w
200.00'
2
C7 0
U)
�j
w
--� 00
Lu
A =
Q�
d
N
560 08' 16.6° (LT )
J 01
D =
N
Ln
ON
H
L =
171.65'
L =
97.98'
U
T =
104.24,
BY 1966, PG 125
PIN 1732877886
r
fr
r ,
FROM STA.135 +65 TO STA.137 +75 WB-
f
1�w
0 =
19° 49' 42.0" (LT )
D =
28° 38' 52.4"
-WB-
CURVE DATA
T =
34.96'
R =
Pl STA. /30 +61.52
P1 STA. l3/ +55.52
0 =
66° 11" 58.1" (RT )
D =
0 =
65° 39",39.4" (LT)
0 =
24° 46' 10.2" (RT )
65.19'
R =
100.00'
D =
57° 17-44.8"
D =
28° 38' 52.4"
°37'11.0"
L =
150.61'
L =
114.60'
L =
86.46'
T =
64.52'
T =
43.92'
R =
100.00'
R =
200.00'
P1 STA. 133 +7/.51
P1 STA. 134 +92.26
A =
81 057',30.5° (RT)
A
560 08' 16.6° (LT )
D =
47 44 47.3
D =
57 17 44.8
L =
171.65'
L =
97.98'
T =
104.24,
�
as
R
120.00
R =
0 0.00'
FF�r�i
P1 STA. 138 +37.13
P1 STA. 139 +90.92
A =
104 34 45.0 // (RT)
D =
58 09 59.4 (LT )
D =
71° 37' 11.0"
D =
28° 38' 52.4"
L =
146.02'
L =
203.04'
T =
103.47'
T =
111.24'
R =
80.00'
R =
200.00'
180 WB- STA. 135 + 02.85 P/ = 139 +3
P/ = 131+60.00 P1 = 133 +25.00 EL 165.6:
EL = 163.70' f l = 135 +85.00
EL = 163.20' VC = 100'
/� _ Qti• _ _ EL = 161.88'
170
160 (- )0.3000/ (- )0.3000/ ( +)2.5534;° ( +)3.0000!°
P1 = 138 +15.00
P1 -- 134 +60.00' EL = 168.78'
EL 166.38` END BOARDWALK
-WB- STA. 135 + 52.$5 VC - 80'
150 uc 72' =
140
130
132 +00 133 +00 134 +00 135 +00 136 +00 137 +00 138 +00 139 +00 140 +00
(+)Q.7690;/- (,
P1 STA. 132 +33.02
0 =
19° 49' 42.0" (LT )
D =
28° 38' 52.4"
L =
69.2/'
T =
34.96'
R =
200.00'
P1 STA. 136 +02.10
0 =
66° 11" 58.1" (RT )
D =
57° l7' 44.8"
L =
115.54'
T =
65.19'
R =
100.00'
Pl STA. 14/ +92.56
A =
107° 52' 00.2" (RT )
D =71
°37'11.0"
L =
150.61'
T =
109.84'
R =
80.00'
'/ = 14/ +'
I = 167,
C = 80'
.00
141 +00 142 +00
•
170
160
150
140
130
m
0
w
�c
a
w
�c
a
V)
z
AS-
�e
W
W
DC
U
Z
J
a
w
a
w
w
z
O
H
D
Q
O
w
a
O
2
w
Z
a
w
z
z
g
a
Z
w
w
i�
_O
Z
W
V)
Y
U
O
Ln
Q w
z J
U
O >
N 0 LJ�
Lu i N C O
Lu
U �
w .4 m m 3
��Ur MM d0
u- Lu Fu N z M CD
J 0) O)
2sZ !2 Lu
ntn
PRELIMINARY PLANS I
D® NOT USE FOR CONSTRUCTI ®N
DATE: NOVEMBER 23, 2011
REVISIONS:
NO. DATE
PROJECT NO.:
H9001.00
13