SW6200301_18165 FORT BRAGG_3/18/2020

FORT BRAGG
OWNER/DEVELOPER
WILLOW LAKE SPORTS COMPLEX
DESIGNER
SHEET INDEX
LOCATION MAP
LOSE DESIGN
LANDSCAPE ARCHITECTURE/ARCHITECTURE/CIVIL
ENGINEERING/PLANNING
2809 FOSTER AVENUE
NASHVILLE, TENNESSEE 37210
PHONE: [phone]
CONTACT: JOHN SEXTON
[e-mail]
DEPARTMENT OF THE ARMY
IMCOM G9 NAF CONTRACTING
(JBSA-FSH HQ SUPPORTING IMCON G9)
ON BEHALF OF MWR FUND
2455 REYNOLDS ROAD
JBSA FORT SAM HOUSTON, TX. 78234-7588 USA
PREPARED FOR:
STELLAR GROUP INC.
SCHEMATIC DESIGN PACKAGE
SITE
Sheet Number Sheet Title
C0.00 COVER
C0.01 GENERAL NOTES
C0.02 EXISTING CONDITIONS & DEMOLITION OVERALL
C0.02A EXISTING CONDITIONS
C0.02B EXISTING CONDITIONS
C0.02C EXISTING CONDITIONS
C0.02D EXISTING CONDITIONS
C0.03A DEMOLITION PLAN
C0.03B DEMOLITION PLAN
C0.03C DEMOLITION PLAN
C0.03D DEMOLITION PLAN
C1.00 OVERALL LAYOUT SHEET
C1.01 LAYOUT SHEETS
C1.02 LAYOUT SHEETS
C1.03 LAYOUT SHEETS
C1.04 LAYOUT SHEETS
C2.00 OVERALL GRADING PLAN
C2.01 GRADING SERIES
C2.02 GRADING SERIES
C2.03 GRADING SERIES
C2.04 GRADING SERIES
C2.11 ESCP OVERALL
C2.12 ESCP PHASE 1
C2.13 ESCP PHASE 1
C2.14 ESCP PHASE 1
C2.15 ESCP PHASE 1
C2.22 ESCP PHASE 2
C2.23 ESCP PHASE 2
C2.24 ESCP PHASE 2
C2.25 ESCP PHASE 2
C2.32 ESCP PHASE 3
C2.33 ESCP PHASE 3
C2.34 ESCP PHASE 3
C2.35 ESCP PHASE 3
C3.00 UTILITY PLAN OVERALL
C3.01 UTILITY SERIES
C3.02 UTILITY SERIES
C3.03 UTILITY SERIES
C3.04 UTILITY SERIES
C4.00 DETAIL SERIES
C4.01 DETAIL SERIES
C4.02 DETAIL SERIES
C4.03 DETAIL SERIES
C4.04 DETAIL SERIES
C4.05 DETAIL SERIES
C4.06 DETAIL SERIES
L1.01 LANDSCAPE SERIES
L1.02 LANDSCAPE SERIES
L1.03 LANDSCAPE SERIES
L1.04 LANDSCAPE SERIES
L1.05 LANDSCAPE SERIES - NOTES & SCHEDULES
L1.06 LANDSCAPE SERIES - DETAILS
PRIME
LANDSCAPE ARCHITECT / CIVIL ENGINEER:
LOSE DESIGN
2809 FOSTER AVENUE
NASHVILLE, TN 37210
[phone]
CONTACT: JOHN SEXTON, PM / JASON MILES, PE
ESTIMATOR:
LANDSCAPES UNLIMITED, LLC
1201 ARIES DRIVE
LINCOLN, NE 68512
[phone]
CONTACT: CHAD COSE
SURVEYOR:
TAYLOR WISEMEN &TAYLOR
2043 ENERGY DRIVE
APEX, NC. 27502
[phone]
CONTACT: JASON FLEMING
CONTRACTOR
STELLAR GROUP INC.
2900 HARTLY ROAD
JACKSONVILLE, FL 32257
[phone]
CONTACT: TONY LAMELL
CONSULTANT
C0.00
N/A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
JM
ASPH - ASPHALT
@ - AT
BOC - BOTTOM OF CURB
BFP - BACKFLOW PREVENTER
BS - BOTTOM OF STEP
BW - BOTTOM OF WALL
CL - CENTERLINE
CJ - CONTROL JOINT
CO - COMPANY
CONT - CONTINUOUS
CY - CUBIC YARD
DIA - DIAMETER
DR - DRIVE
EJ - EXPANSION JOINT
ELEC - ELECTRIC
ELEV - ELEVATION
FH - FIRE HYDRANT
EX - EXISTING
FT - FEET
FL - FLOW LINE
GALV - GALVANIZED
HP - HIGH POINT
HT - HEIGHT
HW - HEADWALL
HYD - HYDRANT
ID - INSIDE DIAMETER
JUNC - JUNCTION
LOC - LIMITS OF CLEARANCE
L.O.D. - LIMITS OF DISTURBANCE
LF - LINEAR FEET
MAX - MAXIMUM
MIN - MINIMUM
MH - MANHOLE
MPH - MILES PER HOUR
NIC - NOT IN CONTRACT
NO - NUMBER
O.C. - ON CENTER
OD - OUTSIDE DIAMETER
PD - PERFORATED DRAIN
PL - PROPERTY LINE
POB - POINT OF BEGINNING
PP - POWER POLE
R - RADIUS
ROW - RIGHT OF WAY
SERV - SERVICE
SCH - SCHEDULE
SF - SQUARE FEET
S.F. - SILT FENCE
SQ - SQUARE
SY - SQARE YARD
SIG - SIGNAL
SPEC - SPECIFICATION(S)
STA - STATION
ST - STREET
T - TELEPHONE
TC - TOP OF CASTING
TOC - TOP OF CURB
TF - TOP OF FOOTING
TP - TOP OF PAVEMENT
TS - TOP OF STEP
TW - TOP OF WALL
TYP. - TYPICAL
VERT - VERTICAL
W - WATER
WS - WATER SERVICE
WV - WATER VALVE
WWF - WELDED WIRE FABRIC
R
Know what's below.
Call before you dig.
GENERAL NOTES
1.THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, DIMENSIONS, LEVELS, PLAN ELEVATIONS,
INVERTS, ETC. BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK, AND IS TO BE RESPONSIBLE
FOR THE SAME. REMEDIAL WORK RESULTING FROM LACK OF VERIFICATION WILL BE AT CONTRACTOR'S SOLE
EXPENSE.
2.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS AND
HUBS DURING THE CONSTRUCTION OF HIS/HER WORK, AND SHALL BEAR THE COST OF REPLACING SAME.
3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. RECOMMENDATIONS SET FORTH
THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND TAKE PRECEDENCE UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE
CONSTRUCTION/PROJECT MANAGER OF ANY DISCREPANCY BETWEEN THE PLANS AND SPECIFICATIONS, ETC.
4.CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. WHICH ARE TO REMAIN AND NOT TO BE
DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH
PROPERTY.
5.THE SITE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING IMPROVEMENTS PER THESE PLANS.
6.UPON RECEIPT OF POINT COORDINATE DATA, THE CONTRACTOR SHALL RUN AN INDEPENDENT VERTICAL
CONTROL TRAVERSE TO CHECK BENCHMARKS AND A HORIZONTAL CONTROL TRAVERSE THROUGH GIVEN
POINTS TO CONFIRM GEOMETRIC DATA AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRlOR TO ANY
CONSTRUCTION.
7.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD SURVEYS AND LOCAL
UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS
UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRlOR TO STARTING CONSTRUCTION. NO ADDITIONAL
COMPENSATION SHALL BE PAlD TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED
BY HIS WORK FORCE.
8.THE CONTRACTOR ACKNOWLEDGES AND AGREES THAT THE WORK IS ENTIRELY AT THE CONTRACTOR'S RISK
UNTIL SITE IS ACCEPTED, AND THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR PROTECTION OF THE
PROJECT AND PUBLIC SAFETY. THE CONTRACTOR WILL INDEMNIFY THE OWNER AND LOSE DESIGN FROM
LIABILITY AT THE SITE THROUGHOUT THE CONSTRUCTION PROCESS.
9.THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR THE
PROTECTION OF THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGNS, LIGHTS OR OTHER
DEVICES SOLELY AT THE DETERMINATION OF THE CONTRACTOR.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR ADJACENT PREMISES,
OR INJURIES TO THE PUBLIC DURING THE CONSTRUCTION OF THE WORK, WHETHER CAUSED BY THE
CONTRACTOR, SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF THEIR EMPLOYEES.
11.ALL WORK WlTHlN THE RIGHTS OF WAY SHALL BE IN ACCORDANCE WlTH THE GOVERNING JURISDICTION AND
SPECIFICATIONS.
12.THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, BLASTING PROTECTION, WARNING
LIGHTS AND BARRICADES, ETC. AS MAY BE NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR
EMPLOYEES AND THE GENERAL PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY
STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL APPAREL SUCH AS HARD HATS, EAR PLUGS,
EYE SHIELDS, PROTECTIVE SHOES, ETC. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY OR LIABILITY
FOR ACTIONS TAKEN BY THE CONTRACTOR WHICH ENDANGER LIFE OR PROPERTY.
13.ALL SURPLUS EXCAVATION SHALL BE PLACED ON-SITE IN A LOCATION DESIGNATED BY STELLAR.
14.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK SHALL FIT INTO THE
EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST
THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE STELLAR'S
REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION
SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO
THE AREA.
15.THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY, AND
MORE OFTEN IF NECESSARY, INSPECT & AND PICK UP ALL SCRAP, DEBRIS, & WASTE MATERIAL.
16.THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL FINISHED WORK. MAINTAIN SURFACES CLEAN,
UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTANCE BYSTELLAR.
17.UPON COMPLETION OF PROJECT, CONTRACTOR SHALL CLEAN THE PAVED AREAS PRlOR TO REMOVAL OF
TEMPORARY SEDIMENT CONTROLS, AS DIRECTED BY THE CITY AND/OR CONSTRUCTION/PROJECT MANAGER. IF
POWER WASHING IS USED, NO SEDIMENT LADEN WATER SHALL BE WASHED INTO THE STORM SYSTEM. ALL
SEDIMENT LADEN MATERIAL ON PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND
REMOVED FROM THE SITE AT CONTRACTOR'S EXPENSE.
18.CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPPP MEASURES PROTECTING EXISTING DRAINAGE
FACILITIES BE IN PLACE PRlOR TO THE COMMENCEMENT OF ANY PHASE OF THE SlTE CONSTRUCTION OR LAND
ALTERATION.
19.THE CONTRACTOR SHALL COORDINATE ALL ROAD CLOSURES, EXCAVATIONS, ETC. WITH LOCAL JURISDICTIONS.
ALL TEMPORARY LANE CLOSURES, EXCAVATIONS, BORINGS, TRAFFIC CONTROL, ETC. SHALL BE DONE IN
COMPLIANCE WITH LOCAL REQUIREMENTS.
20.THE CONTRACTOR SHALL PERFORM ALL QUANTITY TAKEOFFS REQUIRED FOR BIDDING AND CONSTRUCTION OF
THIS PROJECT. LOSE DESIGN ACCEPTS NO RESPONSIBILITY NOR LIABILITY FOR QUANTITY TAKEOFFS
PERFORMED FOR THIS PROJECT.
DEMOLITION
1.DEMOLITION INCLUDES THE FOLLOWING WITHIN THE PROPERTY LINES:
1.1.TRANSFER BENCHMARK CONTROL TO NEW LOCATIONS OUTSIDE THE DISTURBED AREA PRlOR TO
COMMENCING DEMOLITION OPERATIONS (WHEN APPLICABLE).
1.2.PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT
OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO DEMOLITION WORK.
1.3.DEMOLITION AND REMOVAL OF SlTE IMPROVEMENTS.
1.4.DISCONNECTING, CAPPING OR SEALING, AND ABANDONING/REMOVING SITE UTILITIES IN PLACE
(WHICHEVER IS APPLICABLE).
2.ALL DEMOLISHED MATERIALS (EXCLUDING FOREIGN ITEMS AS LISTED IN 'GENERAL') BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS OTHERWISE DESIGNATED BY THE OWNER'S REP. DISPOSE OF OFF THE OWNER'S
PROPERTY AT NO ADDITIONAL COST.
3.ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, ETC., THAT ARE REMOVED SHALL BE REMOVED TO FULL
DEPTH. ALL PAVEMENT, SIDEWALK, AND CURB SHALL BE SAW CUT IN ORDER TO OBTAIN NEAT LINES AND
SMOOTH TRANSITIONS TO NEW SURFACES.
4.ALL ITEMS OF CONSTRUCTION REMAINING AND NOT SPECIFICALLY MENTIONED THAT INTERFERES WITH THE NEW
CONSTRUCTION SHALL BE REMOVED AS DIRECTED BY THE OWNERS REPRESENTATIVE AT NO ADDITIONAL COST.
5.CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS, TREES, UTILITIES, AND STRUCTURES THAT ARE TO
REMAIN. CONTRACTOR-CAUSED DAMAGE WILL BE REPAIRED TO LOCAL STANDARDS AT NO ADDITIONAL COST TO
THE OWNER.
6.THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN ALL PERMITS PRIOR TO BEGINNING
WORK.
7.NO TREES ARE TO BE REMOVED AND/OR VEGETATION DISTURBED EXCEPT AS NECESSARY FOR DEMOLITION
PURPOSES AND ONLY WITH PRIOR APPROVAL FROM THE OWNER'S REPRESENTATIVE.
8.STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WlLL NOT BE PERMITTED.
9.DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN COMPLETED AND
VERIFIED IN WRITING.
10.REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED,
OR TO REMAIN.
11.REMOVE, REINSTALL, AND RELOCATE: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE
THEM FOR REUSE; STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED.
12.EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE AND SOILING THROUGHOUT
CONSTRUCTION. WHEN PERMITTED BY THE ENGINEER, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED
STORAGE LOCATION THROUGHOUT CONSTRUCTION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL
LOCATIONS.
13.REGULATORY REQUIREMENTS: COMPLY WlTH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING
DEMOLITION. COMPLY WlTH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
14.CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONSTRUCTION/PROJECT MANAGER
INCLUDING THE FOLLOWING:
14.1.DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK, INCLUSIVE OF STARTING AND ENDING DATES
FOR EACH ACTIVITY.
14.2.DATES FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES.
14.3.COORDINATE WITH PUP TO IDENTIFY AND ACCURATELY LOCATE UTILITIES AND OTHER SUBSURFACE
STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS.
15.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE
THROUGHOUT CONSTRUCTION OPERATIONS.
15.1.DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES, EXCEPT WHEN
AUTHORIZED IN WRITING BY ENGINEER AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY
SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND TO
GOVERNING AUTHORITIES.
16.UTILITY REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES
SERVING THE SITE.
16.1.ARRANGE TO SHUT OFF AND CAP UTILITIES WITH UTILITY COMPANIES AND FOLLOW THEIR RESPECTIVE
UTILITY KILL AND CAP POLICIES.
16.2.ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE TO BE VERIFIED BY PUP.
LOSE DESIGN DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE ACCURACY OF EXISTING UTILITIES
INDICATED ON THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION OF EXISTING UTILITIES AND EXERCISE
EVERY PRECAUTION WHEN WORKING ON OR NEAR THESE AREAS TO AVOID DAMAGE TO THESE EXISTING
FACILITIES. UTILITY LlNES MAY BE ENCOUNTERED IN EXCAVATION THAT WERE NOT KNOWN OR SHOWN TO
EXIST, SO CAUTION SHALL BE TAKEN IN ALL EXCAVATIONS. ACTIVE OR INACTIVE UTILITIES ENCOUNTERED
BY THE CONTRACTOR SHALL BE HANDLED IN ACCORDANCE WlTH THE REQUIREMENTS OR THE UTILITY
COMPANIES.
17.CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS
AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA.
17.1.ERECT TEMPORARY PROTECTION, BARRICADES AS PER LOCAL GOVERNING AUTHORITIES.
17.2.PROTECT EXISTING SlTE IMPROVEMENTS AND APPURTENANCES TO REMAIN.
18.EXPLOSIVES: USE OF EXPLOSIVES WILL NOT BE PERMITTED.
19.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WlLL PREVENT SPILLAGE ON ADJACENT SURFACES AND
AREAS.
20.CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION
OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.
21.DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT THE
CONTRACTORS COST.
22.GENERAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO
ACCUMULATE ON-SITE.
23.NO BURNING ON SITE.
24.CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH EXISTING
FACILITIES.
24.1.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE
ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.
24.2.PROVIDE TEMPORARY FENCES, BARRICADES, COVERINGS OR OTHER PROTECTIONS TO PRESERVE
EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT INJURY OR DAMAGE TO PERSONS OR PROPERTY.
APPLY PROTECTIONS TO ADJACENT PROPERTIES AS REQUIRED.
CLEARING & GRUBBING
1.DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES INDICATED ON THE PLANS.
2.ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE CROSSED BY HEAVY EQUIPMENT OR USED
FOR STORING HEAVY EQUIPMENT OR MATERIALS.
3.NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF TREES TO REMAIN.
4.DO NOT FALL ANY TREES OR PUSH PILES OF DEBRIS AGAINST TREES TO REMAIN.
5.REMOVE ALL STUMPS, ROCKS, ASPHALT & CONCRETE DEBRIS, ETC. WITHIN CLEARING LIMITS AND DISPOSE ON
SITE IN ACCORDANCE WITH LOCAL, STATE, & FEDERAL REGULATIONS.
6.CONTACT ALL UTILITY AUTHORITIES WHO HAVE LINES WITHIN THE CLEARING AND GRUBBING LIMITS BEFORE
STARTING WORK.
7.ALL EROSION CONTROL SEDIMENT BARRIERS, SILT FENCES, AND TREE PROTECTION DEVICES SHALL BE
INSTALLED PRIOR TO STARTING CLEARING AND GRUBBING OPERATIONS.
8.SEE SPECIFICATIONS FOR TREE CLEARING REQUIREMENTS.
EXISTING UTILITIES
1.UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER, LOSE DESIGN, OR THEIR
REPRESENTATIVES. BEFORE YOU DIG CALL 811 TO HAVE EXISTING UTILITIES MARKED.
2.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN.
3.LOSE DESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE BASE SURVEY INFORMATION PROVIDED
BY OTHERS.
DEVELOPMENT
1.NOTIFY STELLAR & LOSE DESIGN AT 50, 95, AND 100 PERCENT COMPLETION OF EVERY PHASE OF CONSTRUCTION
2.ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO
COMMENCEMENT OF ANY LAND DISTURBANCE.
3.ALL CONSTRUCTION TO COMPLY WITH LOCAL/COUNTY ZONING AND CODES STANDARDS AND STATE OF NORTH
CAROLINA STORMWATER REGULATIONS.
GRADING
1.TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE OWNERS REPRESENTATIVE AND OUTSIDE
AREAS PRONE TO FLOODING. DRAINAGE SHALL ROUTE AROUND THESE TOPSOIL STOCKPILES FOR THE
DURATION OF THE GRADING OPERATIONS. EROSION CONTROL MEASURES SHALL PREVENT LOSS OF TOPSOIL
MATERIAL.
2.UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL AREAS, COVERED WITH
TOPSOIL, AND VEGETATED PER DRAWINGS.
3.FILL AREAS SHALL BE PROOF-ROLLED WITH RUBBER-TIRED EQUIPMENT WITH A MINIMUM WEIGHT OF FIFTEEN
TONS PRIOR TO BEGINNING FILL OPERATION. AREAS WHICH ARE SOFT OR UNSTABLE SHALL BE UNDERCUT
UNTIL STABLE SOILS ARE FOUND. RECOMPACTION OF THESE SOILS TO 98 PERCENT MAXIMUM DRY DENSITY (AS
PER ASTM D698 STANDARD PROCTOR) WILL BE ALLOWED, UNDER THE DIRECTION OF A QUALIFIED SOILS
ENGINEER.
4.CUT AREA SHALL BE PROOF-ROLLED AFTER FINAL SUBGRADE IS ACHIEVED IN THE SAME MANNER AS FILLED
AREAS. SOFT OR UNSTABLE SOILS SHALL BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED TO 98 PERCENT
MAXIMUM DRY DENSITY AS PER ASTM D698 (STANDARD PROCTOR).
5.CONFIRMATION OF ALL COMPACTION REQUIREMENTS SHALL BE CONFIRMED BY A QUALIFIED SOILS ENGINEER.
SEE SPECIFICATION FOR SOIL COMPACTION RATES.
6.ALL FILL AREAS SHALL BE RAISED IN LIFTS NOT EXCEEDING 8 INCHES.
7.ALL AREAS WILL BE GRADED TO PROVIDE PROPER DRAINAGE AND PREVENT STANDING WATER.
8.ELEVATIONS SHOWN ON THE PLANS IS THE FINISH GRADE ELEVATION.
9.GRADING SHALL BE SEQUENCED SO THAT BASE STONE IS PLACED WITHIN 14 CALENDAR DAYS OF ACHIEVING
OPTIMUM SUBGRADE COMPACTION.
10.ALL GRADING OPERATIONS SHALL BE COMPLETED IN COMPLIANCE OF CITY, COUNTY, AND STATE LAND
DISTURBANCE PERMITS AS REQUIRED.
LAYOUT
1.ALL LAYOUT MEASUREMENTS ARE TO CENTERLINE UNLESS OTHERWISE NOTED.
2.COORDINATE POINTS SHOWN ARE TAKEN FROM BASE INFORMATION PROVIDED BY OTHERS. CONTRACTOR
SHALL CROSS CHECK BETWEEN COORDINATE LAYOUT AND PLAN DIMENSIONS PRIOR TO COMMENCING WORK.
3.LOSE DESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE BASE INFORMATION AS PROVIDED.
CONTRACTOR IS TO VERIFY ALL BASE INFORMATION AS NECESSARY AND TO ADVISE THE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO ANY LAYOUT WORK
4.ALL WORK SHALL BE COMPLETED TO THE LEVEL INDICATED BY THE SCOPE OF WORK LISTED IN THE BID
DOCUMENTS.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ALL DAMAGED AND/OR DISTURBED MONUMENTS,
STAKES, ETC.
6.CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL USE DIMENSION, COORDINATES, AND OTHER
INFORMATION PROVIDED ON LAYOUT PLANS.
7.CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING REQUIRED ON THE PROJECT. THE
CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN EXISTING FACILITIES AND PROPOSED
FACILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
8.CONTRACTOR SHALL NOTIFY LOSE DESIGN. WITHIN 24 HOURS OF ANY LAYOUT DISCREPANCIES PRIOR TO
PROCEEDING WITH WORK. ALL ADDITIONAL COSTS, INCLUDING BUT NOT LIMITED TO REMEDIAL CONSTRUCTION,
ADDITIONAL SITE VISITS, OR ENGINEERING SERVICES AND FEES, ETC., INCURRED DUE TO THE FAILURE TO
FOLLOW THIS PROCEDURE WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
9.CONTRACTOR SHALL PROVIDE ADEQUATE LAYOUT INFORMATION TO DEMONSTRATE, TO THE MAXIMUM EXTENT
PRACTICAL, THAT NO CONFLICTS BETWEEN VARIOUS TRADES EXIST.
10.DRAINAGE STRUCTURES ARE SHOWN TO INDICATE CASTING TYPE AND LOCATION. CONTRACTOR SHALL STAKE
PROPOSED PAVING, STRUCTURES, CURBS, ETC. TO ENSURE DRAINAGE STRUCTURES ARE PLACED TO AVOID
CONFLICTS. DRAINAGE STRUCTURES ARE NOT DRAWN TO SCALE.
ABA REQUIREMENTS
1.ALL CONSTRUCTION ACTIVITIES SHALL BE COMPLETED IN FULL COMPLIANCE WITH THE ARCHITECTURAL
BARRIERS ACT ("ABA")ACCESSIBILITY GUIDELINES AND AND TRANSPORTATION BARRIERS COMPLIANCE BOARD,
FEDERAL REGISTER 36CFR PARTS 1190 AND 1191, ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
2.CONTRACTOR TO COORDINATE ALL INSPECTIONS AS REQUIRED BY THE LOCAL ABA COMPLIANCE OFFICE.
3.AT ALL INTERSECTION OF TRAILS, SIDEWALKS, PLAZAS, AND OTHER INSTANCES WHERE 90 DEGREE TURNS CAN
TAKE PLACE, THE MAX. SLOPE IN ALL DIRECTIONS IS 2 PERCENT.
TREE PROTECTION / REMOVAL
1.EXISTING TREES ON-SITE TO BE REMOVED HAVE BEEN MARKED ON THE SITE PLANS WITH AN "X". ONLY THOSE
MARKED TREES SHALL BE REMOVED. CONTRACTOR SHALL PROCEED WITH THE FOLLOWING FOR TREES TO BE
REMOVED ONLY:
1.1.REMOVE THE TOP OF ALL TREES INCLUDING BRANCHES AND TRUNK IN AN ORGANIZED AND SAFE MATTER
BEING CAREFUL NOT TO DAMAGE ANY TREES TO REMAIN OR OTHER SITE FEATURES.
1.2.ALL STUMPS OF TREES BEING REMOVED SHALL BE COMPLETELY EXCAVATED AND REMOVED. ALL
EXCAVATED HOLES, FROM REMOVAL OF TREE ROOTS, REMAINING ON-SITE SHALL BE REMEDIATED WITH
ENGINEERED FILL AND COMPACTED TO MEET SPECIFICATIONS.
1.3.ALL TREE WASTE, INCLUDING LIMBS, BRANCHES, TRUNKS, ROOTS OR OTHER, SHALL BE COMPLETELY
REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF IN A LEGAL MANNER.
2.ALL TREES THAT HAVE NOT BEEN MARKED ON THESE PLANS WITH AN "X" SHALL BE PROTECTED ON SITE DURING
CONSTRUCTION FROM ANY AND ALL DAMAGE. CONTRACTOR SHALL PROCEED WITH THE FOLLOW FOR TREES TO
BE PROTECTED ONLY:
2.1.ALL PROTECTED TREES THAT ARE LOCATED NEAR OR WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED BY TREE PROTECTION FENCING PER DETAILS.
2.2.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY PROTECTED TREES THAT ARE DAMAGED
DURING CONSTRUCTION.
2.3.IF PROTECTED TREES ARE LOCATED WITHIN THE LIMITS OF CONSTRUCTION, THEY MUST BE PROTECTED
DURING SITE CONSTRUCTION.
2.4.IF GRADING, EXCAVATION OR PAVING IS SHOWN TO OCCUR NEAR THE PROTECTED TREE, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH A LOCAL TREE SURGEON FOR
RECOMMENDATIONS ON TREE PROTECTION.
2.5.IF DISCREPANCIES OCCUR AND IT IS ANTICIPATED THAT THE PROTECTED TREES WILL BE DAMAGED DUE
TO PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE DESIGNER IMMEDIATELY OF ANY
CONFLICT.
2.6.THE CONTRACTOR SHALL ALSO SUBMIT RECOMMENDATIONS TO THE DESIGNER FROM THE TREE SURGEON
FOR PROTECTION MEASURES.
2.7.CONTRACTOR SHALL BE RESPONSIBLE FOR IN-FIELD COORDINATION WITH THE DESIGNER TO RESOLVE
ANY CONFLICTS THAT MAY ARISE DUE TO PROTECTED TREES.
2.8.IF THE CONTRACTOR LOCATES TREES IN THE FIELD THAT ARE NOT SHOWN ON THESE PLANS OR THAT ARE
MISLOCATED, THE CONTRACTOR SHALL NOTIFY THE DESIGNER FOR REVIEW OF THE TREE AND ITS
LOCATION.
2.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH SUB-CONSULTANTS AND UTILITY
PROVIDERS DURING CONSTRUCTION TO ENSURE THE PROTECTION OF THE TREES TO REMAIN.
2.10.IN THE EVENT OF UTILITY LINE ADJUSTMENTS, ADDITIONS OR RELOCATIONS, THE CONTRACTOR SHALL
WORK WITH THE UTILITY PROVIDER AND INSTALLER TO ROUTE THE UTILITY LINES OUTSIDE OF THE TREE
PROTECTION ZONE. IF THIS IS NOT POSSIBLE, RECOMMENDATIONS MUST BE OBTAINED FROM A LOCAL
TREE SURGEON FOR REMEDIATION OPTIONS.
2.11.CONTRACTOR MUST SUBMIT ALL REPORTS OR RECOMMENDATIONS FOR TREE PRUNING OR ALTERING TO
THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO RENDERING SERVICES.
EPSC
STANDARD FORT BRAGG EROSION AND SEDIMENTATION CONTROL NOTES:
1.THE CONTRACTOR MUST NOTIFY USACE AND THE WMB IN WRITING AND BY TELEPHONE AT THE FOLLOWING
POINTS:
1.1.THE REQUIRED PRE-CONSTRUCTION MEETING.
1.2.FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.
1.3.DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO PERMANENT STORMWATER
MANAGEMENT STRUCTURES) AT THE REQUIRED INSPECTION POINTS (SEE SEQUENCE OF CONSTRUCTION
ON APPROVED PLAN). NOTIFICATION PRIOR TO COMMENCING CONSTRUCTION OF EACH STEP IS
MANDATORY.
1.4.PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S).
1.5.PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.
1.6.PRIOR TO FINAL ACCEPTANCE.
2.THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE APPROVED
PLAN AND CONSTRUCTION SEQUENCE AND SHALL HAVE THEM INSPECTED AND APPROVED BY THE INSPECTOR
PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE LOCATION
ADJUSTMENTS MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE WMB INSPECTOR. THE CONTRACTOR
SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL DEVICES
AND SHALL NOT REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM
WMB OR STATE INSPECTOR AND AGENCY INSPECTOR. THE CONTRACTOR MUST OBTAIN PRIOR USACE APPROVAL
FOR CHANGES TO THE SEDIMENT CONTROL PLAN AND / OR SEQUENCE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE
DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. ALL MATERIALS DEPOSITED ONTO PUBLIC ROADS SHALL BE
REMOVED IMMEDIATELY.
4.THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE OPERATING
CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIMES AS THEY ARE REMOVED WITH
PRIOR PERMISSION FROM INSPECTOR. ALL SEDIMENT BASINS, TRAP EMBANKMENTS AND SLOPES, PERIMETER
DIKES, SWALES, AND ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE STABILIZED WITH SOD OR
SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AS SOON AS POSSIBLE
BUT NO LATER THAN SEVEN (7) CALENDAR DAYS AFTER ESTABLISHMENT. ALL AREAS DISTURBED OUTSIDE OF
THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PERFORMED AS
NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT FOR STABILIZATION MAY BE REDUCED TO
THREE (3) DAYS FOR SENSITIVE AREAS).
5.THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED
STABILIZATION MEASURES SUCH THAT GROUND STABILIZATION OF DITCHES, PERIMETER AREAS, AND SLOPES
3H:1V OR STEEPER SHALL BE ACHIEVED WITHIN 7 DAYS OF TEMPORARY OR PERMANENT CESSATION OF
STRIPPING AND GRADING ACTIVITIES.
6.PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL STABILIZE AND HAVE
ESTABLISHED PERMANENT STABILIZATION FOR ALL CONTRIBUTORY DISTRUVED AREAS USING SOD OF AN
APPROVED PERMANENT SEED MIXTURE WITH REQUIRED SOIL AMENDMENTS AND AN APPROVED ANCHORED
MULCH. WOOD FIBER MULCH MAY ONLY BE USED IN SEEDING SEASON WHERE THE SLOPE DOES NOT EXCEED
10% AND GRADING HAS BEEN DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED
GRADE DURING THE SEEDING SEASON SHALL BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE, BUT NOT
LATER THAN FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. WHEN PROPERTY IS BROUGHT TO
FINISHED GRADE DURING THE MONTHS OF NOVEMBER THROUGH FEBRUARY, AND PERMANENT STABILIZATION IS
FOUND TO BE IMPRACTICAL, TEMPORARY SEED AND ANCHORED STRAW MULCH SHALL BE APPLIED TO
DISTURBED AREAS. THE FINAL PERMANENT STABILIZATION OF SUCH PROPERTY SHALL BE APPLIED BY MARCH 15
OR EARLIER IF GROUND AND WEATHER CONDITIONS ALLOW. FOR WETLAND AREAS, THE FORT BRAGG
ENDANGERED SPECIES BRANCH RIPARIAN SEEDING SPECIFICATIONS WILL BE USED.
7.THE SITE'S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY LOG BOOKS, AND
TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR INSPECTION BY DULY AUTHORIZED OFFICIALS OF NCDEQ,
WMB AND THE AGENCY RESPONSIBLE FOR THE PROJECT.
8.SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE CONTROLLED BY EITHER
PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE SLOPES OR BY INSTALLING PROTECTIVE DEVICES TO
LOWER THE WATER DOWN SLOPE WITHOUT CAUSING EROSION. DIKES SHALL BE INSTALLED AND MAINTAINED AT
THE TOP OF A CUT OR FILL SLOPE UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE FULLY STABILIZED, AT
WHICH TIME THEY MUST BE REMOVED AND FINAL GRADING DONE TO PROMOTE SHEET FLOW DRAINAGE.
PROTECTIVE METHODS MUST BE PROVIDED AT POINTS OF CONCENTRATED FLOW WHERE EROSION IS LIKELY TO
OCCUR.
9.PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE STABILIZED WITH SOD OR
SEED WITH AN APPROVED EROSION CONTROL MATTING, RIP-RAP, OR BY OTHER APPROVED STABILIZATION
MEASURES. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION OF INSPECTORS,
WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL
CONTRIBUTORY DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARY FOR
SEDIMENT CONTROL SHALL BE CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS
WELL.
10.NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE PERMITTED IN LAWN
MAINTENANCE AREAS. A SLOPE GRADING OF UP TO 2:1 WILL BE PERMITTED IN NON-MAINTENANCE AREAS
PROVIDED THAT THOSE AREAS ARE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN WITH A
LOW-MAINTENANCE GROUND COVER SPECIFIED FOR PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER
THAN 2:1 WILL NOT BE PERMITTED WITH VEGETATIVE STABILIZATION.
11.FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE GRADIENTS TO PREVENT WATER FROM
PONDING FOR MORE THAN TWENTY FOUR (24) HOURS AFTER THE END OF A RAINFALL EVENT. DRAINAGE
COURSES AND SWALE FLOW AREAS MAY TAKE AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A
RAINFALL EVENT TO DRAIN. AREAS DESIGNED TO HAVE STANDING WATER SHALL NOT BE REQUIRED TO MEET
THIS REQUIREMENT.
12.SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A FOUNDATION THAT EXISTS OR IS UNDER
CONSTRUCTION. NO STRUCTURE SHALL BE CONSTRUCTED WITHIN 20 FEET OF AN ACTIVE SEDIMENT TRAP OR
BASIN.
13.THE INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF
DEEMED NECESSARY.
14.ALL TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION. ALL TRAPS MUST HAVE A STABLE
OUTFALL. ALL TRAPS AND BASINS SHALL HAVE STABLE INFLOW POINTS.
15.VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. REFER TO APPROPRIATE SPECIFICATIONS FOR
TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SODDING, AND GROUND COVERS.
16.SEDIMENT SHALL BE REMOVED AND THE TRAP BASINS RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE TOTAL DEPTH OF THE TRAP OR BASIN. TOTAL DEPTH
SHALL BE MEASURED FROM THE TRAP OR BASIN BOTTOM TO THE CREST OF THE OUTLET.
17.SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT
NOT WITHIN A FLOODPLAIN, WETLAND, OR TREE-SAVE AREA. WHEN PUMPING SEDIMENT LADEN WATER, THE
DISCHARGE MUST BE DIRECTED TO A SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP
PIT MAY BE USED IF SEDIMENT TRAPS THEMSELVES ARE BEING PUMPED OUT. ALL WATER REMOVED FROM
EXCAVATED AREAS (E.G. UTILITY TRENCHES) SHALL BE PASSED THROUGH AN APPROVED DEWATERING
PRACTICE OR PUMPED TO A SEDIMENT TRAP OR BASIN PRIOR TO DISCHARGE FROM THE SITE (I.E. VIA
FUNCTIONAL STORM DRAIN SYSTEM OR TO STABLE GROUND SURFACE).
18.SEDIMENT CONTROL PROCEDURES FOR UTILITY CONSTRUCTION OR AS DIRECTED BY ENGINEER OR WMB
INSPECTOR:
18.1.EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.
18.2.TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND STABILIZED AT THE END
OF EACH WORKING DAY. NO MORE TRENCH SHALL BE OPENED THAT CAN BE COMPLETED THE SAME DAY
UNLESS;
18.3.TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA
INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY.
19.WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS MAY NEED TO
BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE FENCE MUST CONFORM TO LOCAL ORDINANCES AND
REGULATIONS. THE DEVELOPER OR OWNER SHALL CHECK WITH LOCAL BUILDING OFFICIALS ON APPLICABLE
SAFETY REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES DO NOT
SPECIFY FENCING SIZES AND TYPES, THE FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY
FENCE MUST BE MADE OF WELDED WIRE AND AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER
APART THAN 8 FEET, HAVE MESH OPENINGS NO GRATER THAN 2 INCHES IN WIDTH AND 4 INCHES IN HEIGHT WITH
A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES.
20.OFF-SITE SPOIL OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST HAVE PRIOR APPROVAL BY WMB
AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL AGENCIES: OTHERWISE APPROVAL MUST BE GRANTED BY
LOCAL AUTHORITIES. ALL WASTE AND BORROW AREAS OFF-SITE MUST BE PROTECTED BY SEDIMENT CONTROL
MEASURES AND STABILIZED.
21.SITES WHERE INFILTRATION DEVICES ARE USED FOR THE CONTROL OF STORMWATER, EXTREME CARE MUST BE
TAKEN TO PREVENT RUNOFF FROM UN-STABILIZED AREAS FROM ENTERING THE STRUCTURE DURING
CONSTRUCTION. SEDIMENT CONTROL DEVICES PLACED IN INFILTRATION AREAS MUST HAVE BOTTOM
ELEVATIONS AT LEAST TWO (2) FEET HIGHER THAN THE FINISH GRADE BOTTOM ELEVATION OF THE INFILTRATION
PRACTICE. WHEN CONVERTING A SEDIMENT TRAP TO AN INFILTRATION DEVICE, ALL ACCUMULATED SEDIMENT
MUST BE REMOVED AND DISPOSED OF PRIOR TO FINAL GRADING OF INFILTRATION DEVICE.
22.WHEN A STORM DRAIN SYSTEM OUTFALL IS DIRECTED TO A SEDIMENT TRAP OR SEDIMENT BASIN AND THE
SYSTEM IS TO BE USED FOR TEMPORARILY CONVEYING SEDIMENT LADEN WATER, ALL STORM DRAIN INLETS IN
NON-SLUMP AREAS SHALL HAVE TEMPORARY ASPHALT BERMS CONSTRUCTED AT THE TIME OF BASE PAVING TO
DIRECT GUTTER FLOW INTO THE INLETS TO AVOID SURCHARGING AND OVERFLOW OF INLETS IN SUMP AREAS.
23.PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION DEVICES OR
STRUCTURES.
24.PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
SEQUENCE OF CONSTRUCTION FOR SEDIMENT CONTROL:
THE INTENT OF THIS SEQUENCE OF CONSTRUCTION IS TO PROVIDE THE CONTRACTOR WITH THE NECESSARY
REQUIREMENTS OF ASSURANCE THAT THE SEDIMENT CONTROL MEASURES ARE IN COMPLIANCE WITH THE PROJECT
PERMITS, PLANS AND SPECIAL CONDITIONS.
GENERAL NOTES:
1.THE CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED PERMIT AND SPECIAL CONDITIONS PRIOR TO THE
START OF ANY ON-SITE DISTURBANCE AND CLEARING OPERATIONS. A COPY OF ALL PERMITS AND PLANS MUST
BE PRESENT ON-SITE AT ALL TIMES DURING PRE-POST CONSTRUCTION ACTIVITY.
2.THE CONTRACTOR SHALL NOT DEVIATE FROM THIS SEQUENCE OF CONSTRUCTION, UNLESS OTHERWISE
APPROVED BY THE ENGINEER OF RECORD OR THE STATE OF NORTH CAROLINA EROSION CONTROL INSPECTOR
PRIOR TO ALTERING THE PROPOSED MEASURES AS DEPICTED ON SHEET SD-1.04 AND ASSOCIATED SEDIMENT
CONTROL DETAILS.
3.THE CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SHOP DRAWINGS RELATING TO ANY REQUIRED
SEDIMENT CONCRETE CONTROL STRUCTURES, FILTER FABRICS, ETC. ALL SHOP DRAWINGS MUST BE APPROVED
BY THE ENGINEER OF RECORD PRIOR TO ORDERING MATERIALS AND INSTALLATION.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO
COMMENCEMENT WITH WORK. IN THE EVENT A CONFLICT OCCURS WITH THE EXISTING UNDERGROUND UTILITIES
DEPICTED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. THE EXISTING UTILITIES
DEPICTED ON THE PLANS HAVE BEEN BASED ON THE BEST AVAILABLE INFORMATION.
5.THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH FT. BRAGG RELATING TO THE HAUL ROAD
CURB CUTS, CONCRETE CURB CUTS, CONCRETE CURB PROTECTION AND HAUL ROAD DAILY MAINTENANCE. THE
INTENT IS TO HAVE NO ADVERSE IMPACT TO ANY OFF-SITE ROADWAYS. ANY DAMAGE TO THE EXISTING
CONCRETE CURBING OR ASPHALT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
FT.BRAGG SPECIAL CONDITION: (TREE REMOVAL)
1.ALL TREES TO BE REMOVED WITHIN THE LIMITS OF CONSTRUCTION ACTIVITY SHALL BE CUT DOWN AND PLACED
IN AN AREA APPROVED BY FT. BRAGG. THE CONTRACTOR SHALL COORDINATE WITH FT. BRAGG DIRECTLY. THE
CONTRACTOR IS NOT RESPONSIBLE FOR TREE REMOVAL FROM THE SITE.
SEDIMENT CONTROL SEQUENCE:
1.THE CONTRACTOR SHALL RETAIN A REGISTERED LAND SURVEYOR TO STAKE OUT THE LIMITS OF
CONSTRUCTION. THE CONSTRUCTION LIMITS SHALL BE STAKED AND HAVE A YELLOW FLAGGING ATTACHED TO
STAKES. THE STAKES SHALL REMAIN IN-PLACE UNTIL ALL PRE-POST CONSTRUCTION ACTIVITY IS COMPLETED.
UNLESS OTHERWISE AUTHORIZED TO BE REMOVED.
2.THE CONTRACTOR SHALL CONSTRUCTION THE TWO (2) TEMPORARY HAUL ROAD ENTRANCES AS DEPICTED ON
THE C4.00 SHEETS PER THE CONSTRUCTION ENTRANCE DETAIL.
3.THE CONTRACTOR SHALL INSTALL THE SEDIMENT FENCE AND SEDIMENT FENCE OUTLET PROTECTION AS
DEPICTED ON THE C4.00 SHEETS AND PER THE CORRESPONDING DETAILS.
4.THE CONTRACTOR SHALL CONSTRUCT:
4.1.SEDIMENT BASINS
4.2.THE CONTRACTOR SHALL PROVIDE MEASURES FOR 7-DAY GROUND STABILIZATION (PERMANENT OR
TEMPORARY SEEDING, SOD, LINERS, ETC.) ON ALL SLOPES 3:1 OR STEEPER AND ON ALL DIVERSION
DITCHES. SODDING IS PREFERRED TO MEET THIS CONDITION.
5.THE CONTRACTOR SHALL CONSTRUCT THE TEMPORARY DIVERSION DITCHES AS SHOWN ON THE C2.10/C2.20
SHEETS. THE DIVERSION DITCHES SHALL BE LINED WITH TEMPORARY RECP LINERS.
6.THE CONTRACTOR, UPON RECEIVING APPROVAL OF THE AS-BUILT SURVEY AND THE ON-SITE INSPECTION OF THE
SEDIMENT CONTROL SYSTEM. MAY COMMENCE WITH THE SITE CLEARING AND GRUBBING ,TREE REMOVAL,
VARIES UTILITY AND SITE DEMOLITION, MISCELLANEOUS CONCRETE PATH REMOVAL AND PLACEMENT OF IMPORT
OF FILL MATERIAL. IMPORT FILL MATERIAL SHALL BE CLEAN STRUCTURAL FILL WITHOUT TREE ROOTS AND
ROCKS GREATER THAN 3" IN SIZE. THE MATERIAL SHALL BE PLACED IN 1 FOOT LIFTS AT 95% COMPACTION.
7.TEMPORARY CONSTRUCTION ROUTE SHALL BE CONSTRUCTED USING 5" OR LESS OF CRUSHED CONCRETE
PLACED ON TOP OF A WELL COMPACTED FIRM SUBGRADE.
8.BEGIN CONSTRUCTION.
8.1.CONDUCT EARTH MOVING ACTIVITIES TO ACCOMPLISH THE LINES AND GRADES AS INDICATED.
8.2.INSTALL STORM STRUCTURES AND UNDERGROUND UTILITIES.
9.INSTALL GRAVEL SURFACES FOR WALKWAYS, TEMPORARY MOBILE BUILDING PLACEMENT, TEMPORARY
PLACEMENT OF SPECTATOR STANDS AND OTHER FEATURES AS INDICATED.
10.SEED, MULCH, AND/OR SOD ALL DISTURBED SURFACES AS INDICATED.
11.UPON COMPLETION:
11.1.REMOVE ALL TEMPORARY STRUCTURES.
11.2.REMOVE ALL TEMPORARY GRAVEL, CRUSHED, CONCRETE AND OTHER IMPERVIOUS SURFACES AS
INDICATED.
11.3.PLACE MULCH OR SOD WHERE IMPERVIOUS SURFACES HAVE BEEN REMOVED.
12.REMOVE SEDIMENT FROM SEDIMENT BASINS AND DISPOSE OF PROPERLY OFF SITE.
13.LEVEL AREA OF SEDIMENT BASIN TO NATURAL CONTOURS BY FILLING OR GRADING AS REQUIRED. SEED ENTIRE
BASIN AREA TO STABILIZE.
14.REMOVE SEDIMENT FENCE AND OTHER EROSION CONTROL MEASURES ONCE SITE IS STABLE.
ABBREVIATIONS
BVCS - BEGINNING OF VERTICAL CURVE STATION
BVCE - BEGINNING OF VERTICAL CURVE ELEVATION
EVCS - ENDING OF VERTICAL CURVE STATION
EVCE - ENDING OF VERTICAL CURVE ELEVATION
PVI - POINT OF VERTICAL INTERSECTION
NOTE: THESE ABBREVIATIONS ARE GENERAL; INDIVIDUAL SHEETS MAY
INCLUDE OTHERS.
"C" SHEETS LEGEND
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
GAS
WATER
STORM SEWER
SANITARY SEWER
BENCHMARK
FIRE HYDRANT
C0.01
N/A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
JM
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
S
S
S
S
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
S
S
S
FO
FO
T
S
S
S
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V EC0.02C
C0.02A
C0.02B
C0.02D
C0.03A
C0.03B
C0.03C
C0.03D
EXISTING CONDITIONS PLAN PROVIDED
BY:
TAYLOR WISEMAN & TAYLOR
2043 ENERGY DRIVE
APEX, NC 27502
(919). 297.0085
CONTACT: JASON FLEMING
SCALE: 1" = '
0 200 400 600
200
C0.02
1"=200'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGN/A
N/A
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
BASEBALL COMPLEX AREA
SEE SHEET C0.02B
EXISTING CONDITIONS PLAN PROVIDED
BY:
TAYLOR WISEMAN & TAYLOR
2043 ENERGY DRIVE
APEX, NC 27502
(919). 297.0085
CONTACT: JASON FLEMING
SCALE: 1" = '
0 50 100 150
50
C0.02A
1"=50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGN/A
N/A
S
S
S
S
S
FO
FO
R E I L L Y R O A DSYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
BASEBALL COMPLEX AREA
SEE SHEET C0.02A
EXISTING CONDITIONS PLAN PROVIDED
BY:
TAYLOR WISEMAN & TAYLOR
2043 ENERGY DRIVE
APEX, NC 27502
(919). 297.0085
CONTACT: JASON FLEMING
SCALE: 1" = '
0 40 80 120
40
C0.02B
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGN/A
N/A
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V ESYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
SEE SHEET C0.02D
SOCCER COMPLEX AREA
EXISTING CONDITIONS PLAN PROVIDED
BY:
TAYLOR WISEMAN & TAYLOR
2043 ENERGY DRIVE
APEX, NC 27502
(919). 297.0085
CONTACT: JASON FLEMING
SCALE: 1" = '
0 40 80 120
40
C0.02C
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGN/A
N/A
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
SCALE: 1" = '
0 40 80 120
40
SEE SHEET C0.02C
SOCCER COMPLEX AREA
EXISTING CONDITIONS PLAN PROVIDED
BY:
TAYLOR WISEMAN & TAYLOR
2043 ENERGY DRIVE
APEX, NC 27502
(919). 297.0085
CONTACT: JASON FLEMING
C0.02D
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGN/A
N/A
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODL
OD
L
OD LOD
LODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
LODLODLODLOD
LOD
LOD LODLODLODLODLODLO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODLOD
LOD LOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLEGEND:
LIMITS OF DISTURBANCELOD
ASPHALT AND SUBBASE
REMOVAL
TREE REMOVAL
FENCE REMOVAL
STORM LINE REMOVAL
REMOVE EXISTING VEGETATION
DEFINED BY THE LIMITS OF
DISTURBANCE. DO NOT EXCEED
OUTSIDE OF BOUNDARIES, TYP.
REMOVE 444sqft. OF PATH
GRAVEL REMOVAL
IRRIGATION CONTROL BOX TO
BE REMOVED AND CAPPED
F.O. MARKER TO REMAIN
REMOVE 4793sqft. OF
PATH
REMOVE CONCRETE BARRIERS
FENCING FOR BULLPEN TO
REMAIN. START/END REMOVAL
AT CORNER POST
REMOVE SAND PILE
BULLPEN TO REMAIN
STEEL POLE TO REMAIN
LIGHT POST TO BE REMOVED
APPROXIMATELY 127 LF OF
EXISTING STORM LINE TO BE
REMOVED. EXISTING INLET TO BE
ABANDONED. HEADWALL TO BE
ADDED. SEE GRADING SERIES
FOR MORE INFORMATION.
STORM LINE TO BE ABANDONED
MARKERS TO BE REMOVED
MARKERS TO BE REMOVED
SIDEWALK DRAIN TO BE REMOVED
SIDEWALK DRAIN TO BE REMOVED
SEE SHEET C0.03A
SCALE: 1" = '
0 50 100 150
50
BASEBALL COMPLEX AREA
DEMO NOTES
1.SEE SHEET C0.01 FOR ADDITIONAL DEMOLITION NOTES.
2.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS
IMMEDIATELY UPON DISCOVERY.
3.CONTRACTOR TO COORDINATE WITH OWNER FOR STORAGE
LOCATIONS FOR CONSTRUCTION MATERIALS TO BE SALVAGED.
4.PRIOR TO BEGINNING DEMOLITION, ENSURE EROSION CONTROL
AND INLET PROTECTION ARE IN PLACE.
5.DISPOSE OF DEMOLISHED MATERIALS LEGALLY OFF SITE.
6.ANY DAMAGES TO EXISTING ITEMS TO REMAIN SHALL BE REPLACED
BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7.SITE BOUNDARY SHALL BE FENCED WITH STANDARD STAKED
ORANGE CONSTRUCTION FENCING.
8.ALL LIGHTING AND LIGHTING EQUIPMENT SHALL BE PROTECTED IN
PLACE WITH TREE PROTECTION FENCING PRIOR TO DEMOLITION.
9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND
UTILITIES BEFORE DEMO. CONTRACTOR TO COORDINATE WITH
OWNER IF POTENTIAL ISSUES ARISE DURING DEMO PHASE OF
PROJECT.
10.ALL POWER & WATER SUPPLY PIPES WITH ASSOCIATED WITH OLD
IRRIGATION SYSTEM ENCOUNTERED ON PORTIONS OF SITE THAT
WERE PREVIOUSLY A GOLF COURSE ARE UNDERSTOOD TO BE OUT
OF SERVICE AND NOT ACTIVE.
11.DISPOSE OF OLD IRRIGATION PIPE & SYSTEM COMPONENTS IN
PROPER CONSTRUCTION WASTE CONTAINER.
C0.03A
1"=50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
PROPOSED ELEMENTS
SHOWN FOR REFERENCE
PROPOSED ELEMENTS
SHOWN FOR REFERENCE
CONTRACTOR TO COORDINATE WITH
FORT BRAGG ON SAVING OR DISPOSING
OF DEMOLITION ITEMS.
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
S
S
S
S
S
FO
FO
R E I L L Y R O A D254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
L
O
D
L
O
D
LODLODLODL
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODBASEBALL COMPLEX AREA
REMOVE CONCRETE BARRIERS
REMOVE CONCRETE BARRIERS
SIGN TO BE REMOVED
REMOVE 78017sqft. OF GRAVEL
REMOVE 77' OF CHAIN LINK FENCE MANHOLE TO REMAIN
FENCING FOR BULLPEN TO
REMAIN. START/END REMOVAL
AT CORNER POST
REMOVE SAND PILE
BASEBALL FIELD TO REMAIN
EXCEPT ITEMS THAT ARE
CALLED OUT TO BE REMOVED
BULLPEN TO REMAIN
BULLPEN TO REMAIN
REMOVE FIELD SIGN,
VERIFY WITH OWNER ON
STORAGE LOCATION
STEEL POLE TO REMAIN
BUILDING TO
BE REMOVED
REMOVE
REMOVE SAND PILE
APPROXIMATELY 127 LF OF
EXISTING STORM LINE TO BE
REMOVED. EXISTING INLET TO BE
ABANDONED. HEADWALL TO BE
ADDED. SEE GRADING SERIES
FOR MORE INFORMATION.
SANITARY SEWER MANHOLE TO REMAIN, TYP.
STORM LINE TO BE ABANDONED
LIGHT POLE TO REMAIN
EXISTING FIRE
HYDRANT TO
REMAIN
SEE SHEET C0.03A
LEGEND:
LIMITS OF DISTURBANCELOD
ASPHALT AND SUBBASE
REMOVAL
DEMO NOTES
1.SEE SHEET C0.01 FOR ADDITIONAL DEMOLITION NOTES.
2.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS
IMMEDIATELY UPON DISCOVERY.
3.CONTRACTOR TO COORDINATE WITH OWNER FOR STORAGE
LOCATIONS FOR CONSTRUCTION MATERIALS TO BE SALVAGED.
4.PRIOR TO BEGINNING DEMOLITION, ENSURE EROSION CONTROL
AND INLET PROTECTION ARE IN PLACE.
5.DISPOSE OF DEMOLISHED MATERIALS LEGALLY OFF SITE.
6.ANY DAMAGES TO EXISTING ITEMS TO REMAIN SHALL BE REPLACED
BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7.SITE BOUNDARY SHALL BE FENCED WITH STANDARD STAKED
ORANGE CONSTRUCTION FENCING.
8.ALL LIGHTING AND LIGHTING EQUIPMENT SHALL BE PROTECTED IN
PLACE WITH TREE PROTECTION FENCING PRIOR TO DEMOLITION.
9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND
UTILITIES BEFORE DEMO. CONTRACTOR TO COORDINATE WITH
OWNER IF POTENTIAL ISSUES ARISE DURING DEMO PHASE OF
PROJECT.
10.ALL POWER & WATER SUPPLY PIPES WITH ASSOCIATED WITH OLD
IRRIGATION SYSTEM ENCOUNTERED ON PORTIONS OF SITE THAT
WERE PREVIOUSLY A GOLF COURSE ARE UNDERSTOOD TO BE OUT
OF SERVICE AND NOT ACTIVE.
11.DISPOSE OF OLD IRRIGATION PIPE & SYSTEM COMPONENTS IN
PROPER CONSTRUCTION WASTE CONTAINER.
TREE REMOVAL
FENCE REMOVAL
STORM LINE REMOVAL
GRAVEL REMOVAL
LIGHT POST TO BE REMOVED
SCALE: 1" = '
0 40 80 120
40
C0.03B
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JM
REMOVE
STEEL POLE
TO REMAIN
PROPOSED ELEMENTS
SHOWN FOR REFERENCE
CONTRACTOR TO COORDINATE WITH
FORT BRAGG ON SAVING OR DISPOSING
OF DEMOLITION ITEMS.
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E225233232217
228219
217210211212213214215216217219
223
222
222
224
234
229224228
229
234
223 233232231225
228 230229 228229
230
231
231230233 229234229228227231232
233
224 232225226227228229230231232234233230232
233
234
234228
233231232
23
0
228232231230229228227226
232
233
232223222221220 227
L
O
D
L
O
D
L
O
D
LO
D
LOD
LO
D
LOD
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODCALL BOX TO REMAIN
REMOVE 4042sqft. OF PATH
SIGN TO BE RELOCATED
24' OF CURB & GUTTER TO BE
REMOVED AND REPLACED
WITH A FLUSH CURB
IRRIGATION CONTROL BOX TO
BE REMOVED AND CAPPED
MANHOLE TO REMAIN
SOCCER COMPLEX AREA
EXISTING PARKING LOT TO REMAIN
UTILITIES TO REMAIN
UTILITIES TO REMAIN
SEE SHEET C0.03D
LEGEND:
LIMITS OF DISTURBANCELOD
ASPHALT AND SUBBASE
REMOVAL
TREE REMOVAL
FENCE REMOVAL
STORM LINE REMOVAL
GRAVEL REMOVAL
LIGHT POST TO BE REMOVED
SCALE: 1" = '
0 40 80 120
40
DEMO NOTES
1.SEE SHEET C0.01 FOR ADDITIONAL DEMOLITION NOTES.
2.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS
IMMEDIATELY UPON DISCOVERY.
3.CONTRACTOR TO COORDINATE WITH OWNER FOR STORAGE
LOCATIONS FOR CONSTRUCTION MATERIALS TO BE SALVAGED.
4.PRIOR TO BEGINNING DEMOLITION, ENSURE EROSION CONTROL
AND INLET PROTECTION ARE IN PLACE.
5.DISPOSE OF DEMOLISHED MATERIALS LEGALLY OFF SITE.
6.ANY DAMAGES TO EXISTING ITEMS TO REMAIN SHALL BE REPLACED
BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7.SITE BOUNDARY SHALL BE FENCED WITH STANDARD STAKED
ORANGE CONSTRUCTION FENCING.
8.ALL LIGHTING AND LIGHTING EQUIPMENT SHALL BE PROTECTED IN
PLACE WITH TREE PROTECTION FENCING PRIOR TO DEMOLITION.
9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND
UTILITIES BEFORE DEMO. CONTRACTOR TO COORDINATE WITH
OWNER IF POTENTIAL ISSUES ARISE DURING DEMO PHASE OF
PROJECT.
10.ALL POWER & WATER SUPPLY PIPES WITH ASSOCIATED WITH OLD
IRRIGATION SYSTEM ENCOUNTERED ON PORTIONS OF SITE THAT
WERE PREVIOUSLY A GOLF COURSE ARE UNDERSTOOD TO BE OUT
OF SERVICE AND NOT ACTIVE.
11.DISPOSE OF OLD IRRIGATION PIPE & SYSTEM COMPONENTS IN
PROPER CONSTRUCTION WASTE CONTAINER.
EXISTING WETLAND
30' WATERBODY BUFFER, TYP.
30.00'
30.00'
EXISTING STREAM
EXISTING WETLAND
30' WATERBODY BUFFER, TYP.30.00'
C0.03C
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JM
TO REMAIN
PROPOSED ELEMENTS
SHOWN FOR REFERENCE
CONTRACTOR TO COORDINATE WITH
FORT BRAGG ON SAVING OR DISPOSING
OF DEMOLITION ITEMS.
SYMBOL LEGENDLINE LEGEND
W
FOHATCH LEGEND
205210
2
1
1
2
1
2213
214
215
216
217
218
215 210214215210219
210215219217218212212
2
1
5
2
1
2 216219219216210 212
214
216
222
218
216217219211212213214206207208209211
213
215
217 219
2
1
1
2
1
2
216
217
214
213
212 210213215211200201202203204205206207208209210
211 212
208
209
211212
219
206207208209210211212213LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODREMOVE EXISTING VEGETATION
DEFINED BY THE LIMITS OF
DISTURBANCE. DO NOT EXCEED
OUTSIDE OF BOUNDARIES, TYP.
1-STORY FRAME SHED
TO BE REMOVED
CONCRETE SWALE AND PIPE
TO REMAIN
PATHS THAT ARE NOT
SHADED ARE TO REMAIN IN
PLACE, TYP.
IRRIGATION CONTROL BOX
TO REMAIN IN PLACE
SOCCER COMPLEX AREAREMOVE 9,807sqft. OF PATH
SEE SHEET C0.03C
LEGEND:
LIMITS OF DISTURBANCELOD
ASPHALT AND SUBBASE
REMOVAL
TREE REMOVAL
FENCE REMOVAL
STORM LINE REMOVAL
GRAVEL REMOVAL
LIGHT POST TO BE REMOVED
SCALE: 1" = '
0 40 80 120
40
DEMO NOTES
1.SEE SHEET C0.01 FOR ADDITIONAL DEMOLITION NOTES.
2.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS
IMMEDIATELY UPON DISCOVERY.
3.CONTRACTOR TO COORDINATE WITH OWNER FOR STORAGE
LOCATIONS FOR CONSTRUCTION MATERIALS TO BE SALVAGED.
4.PRIOR TO BEGINNING DEMOLITION, ENSURE EROSION CONTROL
AND INLET PROTECTION ARE IN PLACE.
5.DISPOSE OF DEMOLISHED MATERIALS LEGALLY OFF SITE.
6.ANY DAMAGES TO EXISTING ITEMS TO REMAIN SHALL BE REPLACED
BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7.SITE BOUNDARY SHALL BE FENCED WITH STANDARD STAKED
ORANGE CONSTRUCTION FENCING.
8.ALL LIGHTING AND LIGHTING EQUIPMENT SHALL BE PROTECTED IN
PLACE WITH TREE PROTECTION FENCING PRIOR TO DEMOLITION.
9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND
UTILITIES BEFORE DEMO. CONTRACTOR TO COORDINATE WITH
OWNER IF POTENTIAL ISSUES ARISE DURING DEMO PHASE OF
PROJECT.
10.ALL POWER & WATER SUPPLY PIPES WITH ASSOCIATED WITH OLD
IRRIGATION SYSTEM ENCOUNTERED ON PORTIONS OF SITE THAT
WERE PREVIOUSLY A GOLF COURSE ARE UNDERSTOOD TO BE OUT
OF SERVICE AND NOT ACTIVE.
11.DISPOSE OF OLD IRRIGATION PIPE & SYSTEM COMPONENTS IN
PROPER CONSTRUCTION WASTE CONTAINER.
30.00'
30.00'
30.00'
EXISTING STREAM
EXISTING WETLAND
EXISTING STREAM
EXISTING WELAND
30' WATERBODY BUFFER, TYP.
C0.03D
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JM
PROPOSED ELEMENTS
SHOWN FOR REFERENCE
60.00'
EXISTING STREAM
60' STREAM BUFFER
30' WATERBODY BUFFER, TYP.
CONTRACTOR TO COORDINATE WITH
FORT BRAGG ON SAVING OR DISPOSING
OF DEMOLITION ITEMS.
S
S
S
S
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
S
S
S
FO
FO
T
S
S
S
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V E1%
1%
1%
1%
1%
1%SEXISTING POND
1%
1%
S
S
(09) MULTI-USE FIELD #1
160' X 360' WITH (YOUTH)
(09A) MULTI-USE FIELD #2
150' X 300' (YOUTH)
EXISTING POND
(07) MULTI-USE FIELD #6
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #7
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #8
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #9
112' X 58' (PRESCHOOL)
(09A) MULTI-USE FIELD #3
150' X 300' WITH (YOUTH)FFE255.001%
1%1%1%1%FEE 33.30
(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 2
(#06) SOFTBALL FIELD
FIELD 3
(#06) SOFTBALL FIELD)
FIELD 4
1
2
'
SAFETY
ZONE
8'
FLA
T
ZONE
1
2
'
SAFETY
ZONE
8'

F
LA
T

ZONE
8'
F
LAT

ZON
E
1
2
'
SAFETY
ZONE
8
'
F
LAT
ZONE
1
2
'
SAFETY
ZONE12'
SAFETY
ZONE8' FLAT
ZONE12'
SAFETY
ZONE8' FLAT
ZONE12'
SAFETY
ZONE8'
FLAT
ZONE12'
SAFETY
ZONE8' FLAT
ZONE12' SAFETY
ZONE8'
FLAT
ZONE12' SAFETY
ZONE8'
FLAT
ZONE12'
SAFETY
ZONE8'
FLAT
ZONE12'
SAFETY
ZONE8'
FLAT
ZONE
12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY ZO
N
E
8' FLAT ZONE
12' SAFETY ZO
N
E
12' SAFETY ZON
E
8' FLAT ZONE
8' FLAT
Z
O
N
E
12' SAF
E
T
Y

Z
O
N
E
8' FLAT
Z
O
N
E
12' SAF
E
T
Y

Z
O
N
E
12' SAF
E
T
Y

Z
O
N
E
8' FLAT
Z
O
N
E ARMSTEAD STREETARMSTEAD STREETREILLY
ROAD
HERCULES
DRIVE
232232
(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%1%1%12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY ZO
N
E
LODLOD
LOD
LOD
LO
D
L
O
D
L
O
D
LOD
LO
D
L
O
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LO
D
LO
D
LODLODLODLODL
O
D
LOD
LODLODLOD
LODLOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
C1.03
C1.01
C1.02
C1.04
SCALE: 1" = '
0 200 400 600
200
6
C4.04
DETAIL TAG:
DESCRIPTION
CONCRETE PAVING 2
C4.02
CRUSHED STONE WALKWAYS
4
C4.04
3
C4.04
GRAVEL DRIVE AND PARKING LOT
BLEACHER @ FIELDS 9
C4.02
8
C4.02
TRASH RECEPTACLE
(1 PER FIELD)
LAYOUT LEGEND
ASPHALTIC PAVING
EXPANSION & CONTROL JOINT
6
C4.04
DETAIL#
SHEET#
4
C4.02
YARD HYDRANT
(NOT IN CONTRACT, FOR REFERENCE ONLY)
SCOREBOARD
(1 PER FIELD)
9
C4.04
TEAM BENCH & BENCH PAD
(2 PER FIELD)
7
C4.04
PARK BENCH & BENCH PAD 10
C4.04(8 TOTAL)
EMERGENCY ACCESS DRIVE 11
C4.02
LAYOUT NOTES
1.CONTRACTOR TO CONTACT LOSE DESIGN FOR .DWG FILE FOR
LAYOUT AND STAKING PURPOSES.
2.BUILDING LOCATION, SIDEWALKS AND BALL FIELD LOCATIONS
TO BE STAKED IN FIELD FOR APPROVAL PRIOR TO
CONSTRUCTION.
3.SEE SHEET C0.01 FOR GENERAL NOTES.
4.INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS,
BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS
AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN
CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL,
CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE.
5.LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES
AT TANGENT POINTS.
6.CONTRACTOR TO TAKE PRECAUTIONS TO FIND AND AVOID SITE
UTILITIES.
7.ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES
SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). LATEST EDITION.
8.ALL PAVEMENT MARKINGS TO BE PAINTED, UNLESS
OTHERWISE NOTED.
9.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
10.CONTRACTOR TO NOTIFY STELLAR IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS.
11.ALL RADIUS' TO BE 5' UNLESS OTHERWISE NOTED ON THE
PLANS.
12.VERIFY WITH STELLAR ON ELECTRICAL ROUTING FOR
SCOREBOARDS. VERIFY WITH STELLAR ON EXACT PLACEMENT
AT FIELD.
13.CROSS SLOPES OF ALL PATHS TO BE A MAXIMUM OF 2%.
14.ALL SOCCER NETTING SHOWN TO BE ADD ALT #1 TO BE
PRICED.
C1.00
1"=200'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
FFE255.00(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 2
(#06) SOFTBALL FIELD
FIELD 3
(#06) SOFTBALL FIELD)
FIELD 4
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODL
OD
L
OD LOD
LODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
LODLODLOD5
C4.03
DUGOUT SECTION
TYP.
2
C4.04
SKINNED AREA SURFACE
VICINITY MAP:
NTS
SCOREBOARD, TYP. COORDINATE
WITH ELECTRICAL FOR POWER RUNS
& GFCI PLACEMENT R E I
L
L
Y

R
O
A D
C1.03
C1.02
C1.01
C1.04
NOTES, DIMENSIONS, AND LABELS
APPLY TO ALL FIELDS UNLESS
OTHERWISE NOTED, SEE SHEET C1.02
PUBLIC RESTROOM BUILDING
AS SPECIFIED IN THE WILLOW
LAKES RESTROOM PLAN
SEE SHEET C1.02
SCALE: 1" = '
0 50 100 150
50
300', TYP
.
65', TYP.8'
R88'
10' FLAT ZONE FOR MAINTENANCE
ACCESS, TYP. ALL FIELDS
R65'
YARD HYDRANT AND TRASH
RECEPTACLE PAD, TYP ALL
FIELDS
EXISTING PATHWAY TO REMAIN
6
C4.04
DETAIL TAG:
DESCRIPTION
CONCRETE PAVING 2
C4.02
4
C4.04
3
C4.04
BLEACHER @ FIELDS 9
C4.02
8
C4.02
TRASH RECEPTACLE
(1 PER FIELD)
LAYOUT LEGEND
ASPHALTIC PAVING
EXPANSION & CONTROL JOINT
6
C4.04
DETAIL#
SHEET#
4
C4.02
YARD HYDRANT
(NOT IN CONTRACT, FOR REFERENCE ONLY)
SCOREBOARD
(1 PER FIELD)
9
C4.04
TEAM BENCH & BENCH PAD
(2 PER FIELD)
7
C4.04
PARK BENCH & BENCH PAD 10
C4.04(8 TOTAL)
EMERGENCY ACCESS DRIVE 11
C4.02
LAYOUT NOTES
1.CONTRACTOR TO CONTACT LOSE DESIGN FOR .DWG FILE FOR
LAYOUT AND STAKING PURPOSES.
2.BUILDING LOCATION, SIDEWALKS AND BALL FIELD LOCATIONS
TO BE STAKED IN FIELD FOR APPROVAL PRIOR TO
CONSTRUCTION.
3.SEE SHEET C0.01 FOR GENERAL NOTES.
4.INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS,
BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS
AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN
CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL,
CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE.
5.LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES
AT TANGENT POINTS.
6.CONTRACTOR TO TAKE PRECAUTIONS TO FIND AND AVOID SITE
UTILITIES.
7.ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES
SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). LATEST EDITION.
8.ALL PAVEMENT MARKINGS TO BE PAINTED, UNLESS
OTHERWISE NOTED.
9.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
10.CONTRACTOR TO NOTIFY STELLAR IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS.
11.ALL RADIUS' TO BE 5' UNLESS OTHERWISE NOTED ON THE
PLANS.
12.VERIFY WITH STELLAR ON ELECTRICAL ROUTING FOR
SCOREBOARDS. VERIFY WITH STELLAR ON EXACT PLACEMENT
AT FIELD.
13.CROSS SLOPES OF ALL PATHS TO BE A MAXIMUM OF 2%.
14.ALL SOCCER NETTING SHOWN TO BE ADD ALT #1 TO BE
PRICED.54.0'40.
0
'10.0'44.0'
36.0'
STABILIZED PATHWAY MIX
#57 STONE SURFACING
13.0'33.0'5.0'25'40.0'
13.0'65.0'
4.0'
42.
0
'35'44'
LAWN/DIRT LINE TO BE
PERPENDICULAR TO
FENCING, TYP.
25.5'
C1.01
1"=50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
S
S
S
S
S
FO
FO
R E I L L Y R O A D(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 4REILLY ROADLODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
L
O
D
L
O
D
LODLODLOD60.00°'
TYP.60.00°
'TYP.
EXISTING BULLPEN TO
REMAIN IN PLACE
EXISTING MAJOR LEAGUE BASEBALL
FACILITY TO REMAIN IN PLACE, NOT TO
BE REMOVED
66
.
0
0
'16.0'5.0'
EXISTING DUGOUTS
TO REMAIN
2'
12
.
6
'
EXISTING
STEEL POLE
#
#####
##########################
EXISTING
HYDRANT TO
REMAIN IN PLACE
1
C4.02
PARKING SPACE LAYOUT
EXISTING INFIELD TO
REMAIN IN PLACE
517.5'
EXISTING DUGOUTS
TO REMAIN
5.0'300'
3'
1
C4.03
YARD HYDRANT
6
C4.04
TRASH RECEPTACLE
SEE SHEET C1.01
EXISTING WARNING TRACK
TO REMAIN IN PLACE
EXISTING FENCE & GATES
TO REMAIN IN PLACE
EXISTING BULLPEN TO
REMAIN IN PLACE
SCALE: 1" = '
0 40 80 120
40
VICINITY MAP:
NTSR E I
L
L
Y

R
O
A D
C1.03
C1.02
C1.01
C1.04
EXISTING STEEL
POLE
442.5'20'
3
C4.06
SOCCER & BASEBALL NETTING
300' OF NETTING 5'
EXISTING FENCE & GATES
TO REMAIN IN PLACE
EXISTING DUGOUT
ENTRY
EXISTING DUGOUT
ENTRY45 PARKING SPACES60 PARKING SPACES5 ADA PARKING SPACES40 PARKING SPACES6
C4.04
DETAIL TAG:
DESCRIPTION
CONCRETE PAVING 2
C4.02
4
C4.04
3
C4.04
BLEACHER @ FIELDS 9
C4.02
8
C4.02
TRASH RECEPTACLE
(1 PER FIELD)
LAYOUT LEGEND
ASPHALTIC PAVING
EXPANSION & CONTROL JOINT
6
C4.04
DETAIL#
SHEET#
4
C4.02
YARD HYDRANT
(NOT IN CONTRACT, FOR REFERENCE ONLY)
SCOREBOARD
(1 PER FIELD)
9
C4.04
TEAM BENCH & BENCH PAD
(2 PER FIELD)
7
C4.04
PARK BENCH & BENCH PAD 10
C4.04(8 TOTAL)
EMERGENCY ACCESS DRIVE 11
C4.02
LAYOUT NOTES
1.CONTRACTOR TO CONTACT LOSE DESIGN FOR .DWG FILE FOR
LAYOUT AND STAKING PURPOSES.
2.BUILDING LOCATION, SIDEWALKS AND BALL FIELD LOCATIONS
TO BE STAKED IN FIELD FOR APPROVAL PRIOR TO
CONSTRUCTION.
3.SEE SHEET C0.01 FOR GENERAL NOTES.
4.INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS,
BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS
AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN
CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL,
CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE.
5.LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES
AT TANGENT POINTS.
6.CONTRACTOR TO TAKE PRECAUTIONS TO FIND AND AVOID SITE
UTILITIES.
7.ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES
SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). LATEST EDITION.
8.ALL PAVEMENT MARKINGS TO BE PAINTED, UNLESS
OTHERWISE NOTED.
9.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
10.CONTRACTOR TO NOTIFY STELLAR IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS.
11.ALL RADIUS' TO BE 5' UNLESS OTHERWISE NOTED ON THE
PLANS.
12.VERIFY WITH STELLAR ON ELECTRICAL ROUTING FOR
SCOREBOARDS. VERIFY WITH STELLAR ON EXACT PLACEMENT
AT FIELD.
13.CROSS SLOPES OF ALL PATHS TO BE A MAXIMUM OF 2%.
14.ALL SOCCER NETTING SHOWN TO BE ADD ALT #1 TO BE
PRICED.5.0'9.0'
9.4'
67.0'90.5'24.0'TURNAROUNDWIDTH116.0'
5.0'
4
C4.02
ASPHALTIC CONCRETE PAVING476.6'R15'24.0'20 PARKINGSPACES963.3'3
C4.04
STABILIZED PATHWAY MIX
5
C4.02
STEEL EDGING
STABILIZED PATHWAY MIX
#57 STONE SURFACING
LANDSCAPE AREA, TYP.
C1.02
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MWR20.0'R
2
0
.
0
'
R
1
0
.
0
'R5.0'R
1
5
.
0
'9.0'TYP.16.0'
TYP.
21.0'
TYP.
DROP OFF ROAD TO BE DESIGNED BY OTHERS
4
C4.04
#57 STONE SURFACING
TYP.
11
C4.02
EMERGENCY ACCESS PATHWAY
TYP.
BOLLARD, TYP
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E(07) MULTI-USE FIELD #6
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #7
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #8
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #9
112' X 58' (PRESCHOOL)
1%1%1%1%FEE 33.3012' SAFETY ZONE8' FLAT ZONE12' SAFETY ZONE8' FLAT ZONE12' SAFETY ZONE8'
FLAT
ZONE
12' SAFETY Z
O
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY Z
O
N
E
8' FLAT ZONE
12' SAFETY Z
O
N
E
12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLA
T

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
8' FLA
T

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
8' FLA
T

Z
O
N
E ARMSTEAD STREETARMSTEAD STREETHERCULES
DRIVE
232232
(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%1%1%12' SAFETY Z
O
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY Z
O
N
E
L
O
D
L
O
D
L
O
D
LO
D
LOD
LO
D
LOD
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD10.0'
13.3'
GRAVEL TO BE FLUSH
WITH THE TOP OF CURB
AND SLOPE AWAY FROM
THE ROAD
22.00'20.00'
37.0'
10.0'17'10.0'10.0'17'10.0'10'
54.0'40.0'
23.0'10'
PUBLIC RESTROOM BUILDING
AS SPECIFIED IN THE WILLOW
LAKES RESTROOM PLAN 9.0'
1
C4.02
PARKING SPACE LAYOUT
24.0'
6.0'126.0'
60.0'
8.0'
23.0'
5.0'3.50'
8
C4.04
BIKE RACK
7.5'9.5'
23.00'
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
38.00'
EXISTING PATH
30' STREAM BUFFER
EXISTING PATH
EXISTING PATH
EXISTING STREAM
SEE SHEET C1.04
VICINITY MAP:
NTSR E I
L
L
Y

R
O
A D
C1.03
C1.02
C1.01
C1.04
SCALE: 1" = '
0 40 80 120
4030.0'37'
EXISTING PATH
EXISTING UTILITIES TO
REMAIN
12 PARKING SPACES1 ADA PARKING SPACE 14 PARKING SPACES6
C4.04
DETAIL TAG:
DESCRIPTION
CONCRETE PAVING 2
C4.02
STABILIZED PATHWAY MIX
4
C4.04
3
C4.04
#57 STONE SURFACING
BLEACHER @ FIELDS 9
C4.02
8
C4.02
TRASH RECEPTACLE
(1 PER FIELD)
LAYOUT LEGEND
ASPHALTIC PAVING
EXPANSION & CONTROL JOINT
6
C4.04
DETAIL#
SHEET#
4
C4.02
YARD HYDRANT
(NOT IN CONTRACT, FOR REFERENCE ONLY)
SCOREBOARD
(1 PER FIELD)
9
C4.04
TEAM BENCH & BENCH PAD
(2 PER FIELD)
7
C4.04
PARK BENCH & BENCH PAD 10
C4.04(8 TOTAL)
EMERGENCY ACCESS DRIVE 11
C4.02
LAYOUT NOTES
1.CONTRACTOR TO CONTACT LOSE DESIGN FOR .DWG FILE FOR
LAYOUT AND STAKING PURPOSES.
2.BUILDING LOCATION, SIDEWALKS AND BALL FIELD LOCATIONS
TO BE STAKED IN FIELD FOR APPROVAL PRIOR TO
CONSTRUCTION.
3.SEE SHEET C0.01 FOR GENERAL NOTES.
4.INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS,
BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS
AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN
CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL,
CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE.
5.LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES
AT TANGENT POINTS.
6.CONTRACTOR TO TAKE PRECAUTIONS TO FIND AND AVOID SITE
UTILITIES.
7.ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES
SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). LATEST EDITION.
8.ALL PAVEMENT MARKINGS TO BE PAINTED, UNLESS
OTHERWISE NOTED.
9.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
10.CONTRACTOR TO NOTIFY STELLAR IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS.
11.ALL RADIUS' TO BE 5' UNLESS OTHERWISE NOTED ON THE
PLANS.
12.VERIFY WITH STELLAR ON ELECTRICAL ROUTING FOR
SCOREBOARDS. VERIFY WITH STELLAR ON EXACT PLACEMENT
AT FIELD.
13.CROSS SLOPES OF ALL PATHS TO BE A MAXIMUM OF 2%.
14.ALL SOCCER NETTING SHOWN TO BE ADD ALT #1 TO BE
PRICED.
WATER FOUNTAIN & YARD HYDRANT NOT IN CONTRACT,
FOR LOCATION FOR REFERENCE ONLY
WATER FOUNTAIN & YARD HYDRANT NOT IN CONTRACT,
FOR LOCATION FOR REFERENCE ONLY
12.8'8.0'5
C4.02
STEEL EDGING
60.0'30.0'6.0'
74.0'34.0'4'10.0'39'
75'
OPEN SPACE
C1.03
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
ROADWAY TO BE DESIGNED BY OTHERS
60.0'ROW4
C4.02
ASPHALTIC CONCRETE PAVING
TYP.
3
C4.04
STABILIZED PATHWAY MIX
TYP.
12
C4.05
4.5' X 9' YOUTH SOCCER GOAL
TYP.
12
C4.05
4.5' X 9' YOUTH SOCCER GOAL
TYP.
12
C4.05
4.5' X 9' YOUTH SOCCER GOAL
TYP.
12
C4.05
4.5' X 9' YOUTH SOCCER GOAL
TYP.
10
C4.05
6.5' X 12' YOUTH SOCCER GOAL
TYP.
10
C4.05
6.5' X 12' YOUTH SOCCER GOAL
TYP.
1%
1%1%1%
1%
1%
EXISTING POND
1%
1%
(09) MULTI-USE FIELD #1
160' X 360' WITH (YOUTH)
(09A) MULTI-USE FIELD #2
150' X 300' (YOUTH)
EXISTING POND
(09A) MULTI-USE FIELD #3
150' X 300' WITH (YOUTH)
1%
1%12
'
SAFETY
ZONE8' F
LAT
ZONE12' SAFETY
ZONE
8
'
FLAT
ZONE8' FLAT
ZONE
12
'
SAFETY
ZONE
8
'
FLAT
ZONE12' SAFETY
ZONE12' SAFETY ZONE8' FLAT ZONE12' SAFETY
ZONE8' FLAT ZONE12' SAFETY
ZONE8' FLAT ZONE12' SAFETY ZONE8'
FLAT ZONE12'
SAFETY
ZONE8'
FLAT
ZONE12' SAFETY ZONE8' FLAT
ZONE12'
SAFETY
ZONE8' FLAT ZONELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD21.0
0'
10'
10'
SCOREBOARD, TYP. COORDINATE
WITH ELECTRICAL FOR POWER RUNS
& GFCI PLACEMENT
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
TYP.
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
EXISTING PATH
EXISTING PATH
EXISTING PATH
EXISTING STREAM
30' STREAM BUFFER
SEE SHEET C1.03
VICINITY MAP:
NTSR E I
L
L
Y

R
O
A D
C1.03
C1.02
C1.01
C1.04
SCALE: 1" = '
0 40 80 120
40
6
C4.04
DETAIL TAG:
DESCRIPTION
CONCRETE PAVING 2
C4.02
4
C4.04
3
C4.04
BLEACHER @ FIELDS 9
C4.02
8
C4.02
TRASH RECEPTACLE
(1 PER FIELD)
LAYOUT LEGEND
ASPHALTIC PAVING
EXPANSION & CONTROL JOINT
6
C4.04
DETAIL#
SHEET#
4
C4.02
YARD HYDRANT
(NOT IN CONTRACT, FOR REFERENCE ONLY)
SCOREBOARD
(1 PER FIELD)
9
C4.04
TEAM BENCH & BENCH PAD
(2 PER FIELD)
7
C4.04
PARK BENCH & BENCH PAD 10
C4.04(8 TOTAL)
EMERGENCY ACCESS DRIVE 11
C4.0274.0
'10.0
'74.0'10'74.0'
17.0'
LAYOUT NOTES
1.CONTRACTOR TO CONTACT LOSE DESIGN FOR .DWG FILE FOR
LAYOUT AND STAKING PURPOSES.
2.BUILDING LOCATION, SIDEWALKS AND BALL FIELD LOCATIONS
TO BE STAKED IN FIELD FOR APPROVAL PRIOR TO
CONSTRUCTION.
3.SEE SHEET C0.01 FOR GENERAL NOTES.
4.INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS,
BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS
AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN
CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL,
CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE.
5.LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES
AT TANGENT POINTS.
6.CONTRACTOR TO TAKE PRECAUTIONS TO FIND AND AVOID SITE
UTILITIES.
7.ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES
SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). LATEST EDITION.
8.ALL PAVEMENT MARKINGS TO BE PAINTED, UNLESS
OTHERWISE NOTED.
9.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
10.CONTRACTOR TO NOTIFY STELLAR IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS.
11.ALL RADIUS' TO BE 5' UNLESS OTHERWISE NOTED ON THE
PLANS.
12.VERIFY WITH STELLAR ON ELECTRICAL ROUTING FOR
SCOREBOARDS. VERIFY WITH STELLAR ON EXACT PLACEMENT
AT FIELD.
13.CROSS SLOPES OF ALL PATHS TO BE A MAXIMUM OF 2%.
14.ALL SOCCER NETTING SHOWN TO BE ADD ALT #1 TO BE
PRICED.
WATER FOUNTAIN & YARD HYDRANT NOT IN CONTRACT,
FOR LOCATION FOR REFERENCE ONLY
WATER FOUNTAIN & YARD HYDRANT NOT IN CONTRACT,
FOR LOCATION FOR REFERENCE ONLY
WATER FOUNTAIN & YARD HYDRANT NOT IN CONTRACT,
FOR LOCATION FOR REFERENCE ONLY
17.0'
8.0'
40.0'
22.4'
10
C4.02
BLEACHER PAD LAYOUT
TYP.
17.0'
5
C4.02
STEEL EDGING
STABILIZED PATHWAY MIX
#57 STONE SURFACING
30.0'
60.0'
C1.04
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
3
C4.04
STABILIZED PATHWAY MIX
TYP.
EXISTING STREAM
11
C4.05
7'X21' YOUTH SOCCER GOAL
TYP.
11
C4.05
7'X21' YOUTH SOCCER GOAL
TYP.
9
C4.05
COMBINATION SOCCER& FOOTBALL GOAL
(THIS FIELD ONLY)
S
S
S
S
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
S
S
S
FO
FO
T
S
S
S
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V E1%
1%
1%
1%
1%
1%
EXISTING POND
1%
1%
(09) MULTI-USE FIELD #1
160' X 360' WITH (YOUTH)
(09A) MULTI-USE FIELD #2
150' X 300' (YOUTH)
EXISTING POND
(07) MULTI-USE FIELD #6
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #7
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #8
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #9
112' X 58' (PRESCHOOL)
(09A) MULTI-USE FIELD #3
150' X 300' WITH (YOUTH)FFE255.001%
1%1%1%1%FEE 33.30
(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 2
(#06) SOFTBALL FIELD
FIELD 3
(#06) SOFTBALL FIELD)
FIELD 4
1
2
'
SAFETY
ZONE
8'
FLA
T
ZONE
1
2
'
SAFETY
ZONE
8'

F
LA
T

ZONE
8'
F
LAT

ZON
E
1
2
'
SAFETY
ZONE
8
'
F
LAT
ZONE
1
2
'
SAFETY
ZONE12'
SAFETY
ZONE8' FLAT
ZONE12'
SAFETY
ZONE8' FLAT
ZONE12'
SAFETY
ZONE8'
FLAT
ZONE12'
SAFETY
ZONE8' FLAT
ZONE12' SAFETY
ZONE8'
FLAT
ZONE12' SAFETY
ZONE8'
FLAT
ZONE12'
SAFETY
ZONE8'
FLAT
ZONE12'
SAFETY
ZONE8'
FLAT
ZONE
12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY ZO
N
E
8' FLAT ZONE
12' SAFETY ZO
N
E
12' SAFETY ZON
E
8' FLAT ZONE
8' FLAT
Z
O
N
E
12' SAF
E
T
Y

Z
O
N
E
8' FLAT
Z
O
N
E
12' SAF
E
T
Y

Z
O
N
E
12' SAF
E
T
Y

Z
O
N
E
8' FLAT
Z
O
N
E ARMSTEAD STREETARMSTEAD STREETREILLY
ROAD
HERCULES
DRIVE
232232
(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%1%1%12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY ZO
N
E
1%1%1%1%1%1%1%1%1%C2.03
C2.01
C2.02
C2.04
GRADING NOTES:
1.CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS COMPARED TO THOSE SHOWN ON PLAN PRIOR TO
GRADING. NOTIFY STELLAR'S REPRESENTATIVE IF
DISCREPANCIES ARE FOUND.
2.ALL GRADE TRANSITIONS TO BE SMOOTH AND EVEN. NO ABRUPT
TRANSITIONS WILL BE ACCEPTED.
3.AREAS FOR CONSTRUCTION THAT REQUIRE DE-WATERING FOR
EXCAVATION WILL BE DONE AT NO ADDITIONAL COST TO THE
OWNER.
4.DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL
GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION.
MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION
SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS
AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE WILL BE
ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION.
5.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED
AND INSPECTED PRIOR TO ANY GRADING ON SITE.
6.SEDIMENT/EROSION CONTROL DEVICES MUST BE INSPECTED
ACCORDING TO LOCAL AND STATE REQUIREMENTS AND AS
STIPULATED IN THE STORMWATER POLLUTION PREVENTION PLAN.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE
DEVICE. ADDITIONAL DEVICES MAY BE NECESSARY AS THE
PROJECT PROGRESSES AND NEW CHANNELS HAVE DEVELOPED.
7.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED
BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND-DISTURBING ACTIVITIES.
8.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.
9.PROVIDE POSITIVE DRAINAGE THROUGHOUT SITE.R E I
L L Y

R O A
D
C2.04
C2.03
C2.02
C2.01
VICINITY MAP:
NTS
LIMITS OF DISTURBANCE
PROPOSED CONTOUR LINE
EXISTING CONTOUR LINE
PROPOSED SPOT ELEVATION
PROPOSED HIGH POINT
PROPSOED LOW POINT
HEADWALL
290.20
LOD
HP
LP
GRADING LEGEND:
290
290
SCALE: 1" = '
0 200 400 600
200
C2.00
1"=200'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
54.80FFE255.001.5%1%1%1%1.5%1.5%1.5%1%1.5%
1.5
%
54.58
54.09
54.41
54.54 1.5%1.5%1
%1%1.5%
(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 2
(#06) SOFTBALL FIELD
FIELD 3
(#06) SOFTBALL FIELD)
FIELD 4
STRUCTURE - 1
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
54.8854.88
54.88
54.88
55.00
54.54
54.61
53.94
54.58
50.91
54.24
54.46
54.09
54.41
54.05
54.86
54.70
50.91
54.05
54.09
53.81
53.94
53.78
54.24
53.58
53.81
54.83
54.86
55.00
50.91
50.79
50.79
50.88
50.64
50.76
50.64
50.76
50.73
50.64
50.76
50.79
55.00
50.88
50.73
50.91
50.76
53.94
50.91
53.78
50.76
53.81
53.58
54.24
53.81
54.24
50.64
54.05
54.83
54.05
50.64
50.79
53.94
50.79
54.54
54.09
54.58
54.70
54.83
54.80
54.85
50.64
53.81
54.86
54.80
54.46
54.24
54.41
54.09
54.41
54.54
54.52
54.06
54.86
54.24
54.54
54.46 54.09
54.24
54.41
54.58
54.46
54.86
54.97
53.94
54.05
53.78
53.81
54.05
54.24
54.70
54.86
54.46
54.58
54.54
54.41
54.09
54.24
53.94
55.66
55.66
53.58
54.41
51.50
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODL
OD
L
OD LOD
LODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
LODLODLODGRADING NOTES:
1.CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS COMPARED TO THOSE SHOWN ON PLAN PRIOR TO
GRADING. NOTIFY STELLAR'S REPRESENTATIVE IF
DISCREPANCIES ARE FOUND.
2.ALL GRADE TRANSITIONS TO BE SMOOTH AND EVEN. NO ABRUPT
TRANSITIONS WILL BE ACCEPTED.
3.AREAS FOR CONSTRUCTION THAT REQUIRE DE-WATERING FOR
EXCAVATION WILL BE DONE AT NO ADDITIONAL COST TO THE
OWNER.
4.DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL
GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION.
MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION
SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS
AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE WILL BE
ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION.
5.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED
AND INSPECTED PRIOR TO ANY GRADING ON SITE.
6.SEDIMENT/EROSION CONTROL DEVICES MUST BE INSPECTED
ACCORDING TO LOCAL AND STATE REQUIREMENTS AND AS
STIPULATED IN THE STORMWATER POLLUTION PREVENTION PLAN.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE
DEVICE. ADDITIONAL DEVICES MAY BE NECESSARY AS THE
PROJECT PROGRESSES AND NEW CHANNELS HAVE DEVELOPED.
7.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED
BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND-DISTURBING ACTIVITIES.
8.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.
9.PROVIDE POSITIVE DRAINAGE THROUGHOUT SITE.R E
I
L
L
Y
R
O
A D
C2.04
C2.03
C2.02
C2.01
VICINITY MAP:
NTS
PROPOSED HEADWALL.
INVERT ELEVATION= 251.52'
PIPE SLOPE MIN. 1%
EXISTING 18" RCP STORM PIPE
CONVEYANCE #1
SEE SHEET C2.02
SCALE: 1" = '
0 50 100 150
50
LIMITS OF DISTURBANCE
PROPOSED CONTOUR LINE
EXISTING CONTOUR LINE
PROPOSED SPOT ELEVATION
PROPOSED HIGH POINT
PROPSOED LOW POINT
HEADWALL
290.20
LOD
HP
LP
GRADING LEGEND:
290
290
CONVEYANCE #2
CONVEYANCE #4
C2.01
1"=50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
S
S
S
S
S
FO
FO
R E I L L Y R O A D1.5%1%1%
1.5%
(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 4REILLY ROADSTRUCTURE - 1254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256
54.7054.05
53.81
53.94
53.78
54.24
53.58
53.81
50.91
50.7950.64
50.76 54.05
54.85
50.64
54.86
54.80
54.46
54.24
54.41
54.09
54.41
54.54
54.52
54.06
56.71
56.46
54.46
56.66
56.66
55.9655.78
55.90
55.90
55.66
55.66
55.66
54.41LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
L
O
D
L
O
D
LODLODLODGRADING NOTES:
1.CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS COMPARED TO THOSE SHOWN ON PLAN PRIOR TO
GRADING. NOTIFY STELLAR'S REPRESENTATIVE IF
DISCREPANCIES ARE FOUND.
2.ALL GRADE TRANSITIONS TO BE SMOOTH AND EVEN. NO ABRUPT
TRANSITIONS WILL BE ACCEPTED.
3.AREAS FOR CONSTRUCTION THAT REQUIRE DE-WATERING FOR
EXCAVATION WILL BE DONE AT NO ADDITIONAL COST TO THE
OWNER.
4.DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL
GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION.
MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION
SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS
AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE WILL BE
ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION.
5.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED
AND INSPECTED PRIOR TO ANY GRADING ON SITE.
6.SEDIMENT/EROSION CONTROL DEVICES MUST BE INSPECTED
ACCORDING TO LOCAL AND STATE REQUIREMENTS AND AS
STIPULATED IN THE STORMWATER POLLUTION PREVENTION PLAN.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE
DEVICE. ADDITIONAL DEVICES MAY BE NECESSARY AS THE
PROJECT PROGRESSES AND NEW CHANNELS HAVE DEVELOPED.
7.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED
BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND-DISTURBING ACTIVITIES.
8.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.
9.PROVIDE POSITIVE DRAINAGE THROUGHOUT SITE.R E I
L
L
Y

R
O
A D
C2.03
C2.02
C2.01
VICINITY MAP:
NTS
C2.04
ALL CONCRETE WALKS TO
SLOPE @ 1% AWAY FROM THE
PARKING LOT
SEE UTILITY SHEETS FOR SEWER INFORMATION
SEE SHEET C2.01
SCALE: 1" = '
0 40 80 120
40
LIMITS OF DISTURBANCE
PROPOSED CONTOUR LINE
EXISTING CONTOUR LINE
PROPOSED SPOT ELEVATION
PROPOSED HIGH POINT
PROPSOED LOW POINT
HEADWALL
290.20
LOD
HP
LP
GRADING LEGEND:
290
290
CONVEYANCE #3
C2.02
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E30.34
(07) MULTI-USE FIELD #6
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #7
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #8
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #9
112' X 58' (PRESCHOOL)
1%1%1%1%FEE 33.3012' SAFETY ZONE8' FLAT
ZONE12' SAFETY ZONE8'
FLAT
ZONE12'
SAFETY ZONE8'
FLAT
ZONE
12' SAFETY Z
O
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY Z
O
N
E
8' FLAT ZONE
12' SAFETY Z
O
N
E
12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLA
T

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
8' FLA
T

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
8' FLA
T

Z
O
N
E 225233232217
ARMSTEAD STREETARMSTEAD STREETHERCULES
DRIVE
F2
F1
A2
B1
B2
228219
217210211212213214215216217219
223
222
232232
(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%1%1%12' SAFETY Z
O
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY Z
O
N
E
A1
222
224
234
229224228
229
234
223 233232231225
228 230229 228229
230
231
231230233 229234229228227231232
233
224 232225226227228229230231232234233230232
233
234
234228
233231232
23
0
228232231230229228227226
232
233
23222322222122020.18
30.34
30.34
29.52
29.52
30.34
30.56
30.78
31.0031.00
31.00
31.00
31.00
32.84
32.84
32.84
32.84
33.66
32.08
32.08
32.08 32.08
32.08
31.00
ADA PARKING TO BE NO
GREATER THAN 2% IN
EACH DIRECTION
20.49
33.00
33.15 33.15
33.15
33.1533.15
34.10 227
32.55
32.37 32.55
32.37
32.08
31.00
18.75
18.44
34.10
34.11
34.11
34.00
34.01
34.11
34.11
33.76
33.88
33.88
33.6533.65
33.76
33.65
32.40
32.40
33.65
33.66
HP:34.72
HP:34.721%1%1%1%1%HP:31.41
1%1%1%1%HP:32.49
HP:31.41
HP:32.49
L
O
D
L
O
D
L
O
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODEXISTING WATER
VALVE
GRADING NOTES:
1.CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS COMPARED TO THOSE SHOWN ON PLAN PRIOR TO
GRADING. NOTIFY STELLAR'S REPRESENTATIVE IF
DISCREPANCIES ARE FOUND.
2.ALL GRADE TRANSITIONS TO BE SMOOTH AND EVEN. NO ABRUPT
TRANSITIONS WILL BE ACCEPTED.
3.AREAS FOR CONSTRUCTION THAT REQUIRE DE-WATERING FOR
EXCAVATION WILL BE DONE AT NO ADDITIONAL COST TO THE
OWNER.
4.DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL
GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION.
MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION
SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS
AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE WILL BE
ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION.
5.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED
AND INSPECTED PRIOR TO ANY GRADING ON SITE.
6.SEDIMENT/EROSION CONTROL DEVICES MUST BE INSPECTED
ACCORDING TO LOCAL AND STATE REQUIREMENTS AND AS
STIPULATED IN THE STORMWATER POLLUTION PREVENTION PLAN.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE
DEVICE. ADDITIONAL DEVICES MAY BE NECESSARY AS THE
PROJECT PROGRESSES AND NEW CHANNELS HAVE DEVELOPED.
7.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED
BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND-DISTURBING ACTIVITIES.
8.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.
9.PROVIDE POSITIVE DRAINAGE THROUGHOUT SITE.R E I L L Y
R O A
D
C2.03
C2.02
C2.01
VICINITY MAP:
NTS
C2.04
30' STREAM BUFFER
EXISTING STREAM
MATCH PROPOSED
PARKING LOT TO EXISTING
CURB ELEVATIONS. TIE IN
PARKING LOTS FLUSH.
PIPE CHART:
SEE SHEET C2.04
SCALE: 1" = '
0 40 80 120
40
LIMITS OF DISTURBANCE
PROPOSED CONTOUR LINE
EXISTING CONTOUR LINE
PROPOSED SPOT ELEVATION
PROPOSED HIGH POINT
PROPSOED LOW POINT
HEADWALL
290.20
LOD
HP
LP
GRADING LEGEND:
290
290
60.00'
30.00'
CONVEYANCE #6
CONVEYANCE #9
CONVEYANCE #10
CONVEYANCE #11
CONVEYANCE #12
CONVEYANCE #13
C2.03
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
1%
1%1%1%
1%
1%
EXISTING POND
1%
1%
(09) MULTI-USE FIELD #1
160' X 360' WITH (YOUTH)
(09A) MULTI-USE FIELD #2
150' X 300' (YOUTH)
EXISTING POND
(09A) MULTI-USE FIELD #3
150' X 300' WITH (YOUTH)
1%
1%12
'
SAFETY
ZONE8' F
LAT
ZONE12' SAFETY
ZONE
8
'
FLAT
ZONE8' FLAT
ZONE
12
'
SAFETY
ZONE
8
'
FLAT
ZONE12' SAFETY
ZONE12' SAFETY ZONE8' FLAT ZONE12' SAFETY
ZONE8' FLAT ZONE12' SAFETY
ZONE8' FLAT ZONE12' SAFETY ZONE8'
FLAT ZONE12'
SAFETY
ZONE8'
FLAT
ZONE12' SAFETY ZONE8' FLAT
ZONE12'
SAFETY
ZONE8' FLAT ZONE205210
2
1
1
2
1
2213
214
215
216
217
218
215 210214215210219
210215219217218212212
2
1
5
2
1
2 216219X
X
X
219216210 212
214
216
D1
D2
222
218
216217219211212213214206207208209211
213
215
217 219
2
1
1
2
1
2
216
217
214
213
212 210213215211200201202203204205206207208209210
211 212
208
209
211212
219
206207208209210211212213212.00
212.00
212.00
HP 212.92
HP 212.92
HP 212.92
HP 212.92
212.00
20.18
18.44
212.00
212.00
HP 12.50
HP 11.50
20.48
20.18
20.18
20.18
20.48
20.49
20.79
18.75
20.49
20.49
212.00
19.15
HP 212.92
HP 212.92
HP 212.92
212.00
212.00
20.49
20.79
20.79
20.48
18.44LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODGRADING NOTES:
1.CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS COMPARED TO THOSE SHOWN ON PLAN PRIOR TO
GRADING. NOTIFY STELLAR'S REPRESENTATIVE IF
DISCREPANCIES ARE FOUND.
2.ALL GRADE TRANSITIONS TO BE SMOOTH AND EVEN. NO ABRUPT
TRANSITIONS WILL BE ACCEPTED.
3.AREAS FOR CONSTRUCTION THAT REQUIRE DE-WATERING FOR
EXCAVATION WILL BE DONE AT NO ADDITIONAL COST TO THE
OWNER.
4.DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL
GRADE, WILL BE ESTABLISHED TO TEMPORARY VEGETATION.
MULCH, TEMPORARY VEGETATION OR PERMANENT VEGETATION
SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS
AFTER DISTURBANCE. ALL AREAS TO FINAL GRADE WILL BE
ESTABLISHED TO PERMANENT VEGETATION UPON COMPLETION.
5.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED
AND INSPECTED PRIOR TO ANY GRADING ON SITE.
6.SEDIMENT/EROSION CONTROL DEVICES MUST BE INSPECTED
ACCORDING TO LOCAL AND STATE REQUIREMENTS AND AS
STIPULATED IN THE STORMWATER POLLUTION PREVENTION PLAN.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE
DEVICE. ADDITIONAL DEVICES MAY BE NECESSARY AS THE
PROJECT PROGRESSES AND NEW CHANNELS HAVE DEVELOPED.
7.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED
BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND-DISTURBING ACTIVITIES.
8.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.
9.PROVIDE POSITIVE DRAINAGE THROUGHOUT SITE.R E I
L
L
Y

R
O
A D
C2.03
C2.02
C2.01
VICINITY MAP:
NTS
C2.04
HEADWALL, TYP.
EXISTING STREAM
30' STREAM BUFFER
PIPE CHART:
SEE SHEET C2.03
SCALE: 1" = '
0 40 80 120
40
LIMITS OF DISTURBANCE
PROPOSED CONTOUR LINE
EXISTING CONTOUR LINE
PROPOSED SPOT ELEVATION
PROPOSED HIGH POINT
PROPSOED LOW POINT
HEADWALL
290.20
LOD
HP
LP
GRADING LEGEND:
290
290
60.00'
30.00'
CONVEYANCE #5
CONVEYANCE #7
CONVEYANCE #15
C2.04
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
MW
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
FO
FO
T
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V EW
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
FO
FO
T
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V ESS
SLODLOD
LOD
LOD
LO
D
L
O
D
L
O
D
LOD
LO
D
LOD
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LO
D
L
O
D
LODLODLODLODLOD
LOD
LODLODLOD
LODLOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
C2.24
C2.12
C2.23
C2.15
C2.13
C2.22
C2.14
C2.25
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
FO
FO
T
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V E(264)
C2.35
C2.34
C2.33
C2.32
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-SR E
I
L
L
Y
R
O
A D
TOTAL DISTURBED AREA= 33 AC
SCALE: 1" = '
0 200 400 600
200
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
C2.11
1"=200'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LODLODLOD
LOD
LODLOD
LOD LOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODS
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
(264)
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LODLODLOD
LOD
LODLOD
LOD LOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLOD2392392372392402412402392382
3
7
239
2
4
1
240242 241241 240237238239240LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODR E I
L L Y

R O A
D
LIMIT OF DISTURBANCE LINE, TYP.
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
SEE SHEET C2.13
TOTAL DISTURBED AREA= 33 AC
SCALE: 1" = '
0 50 100 150
50
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.35
C2.34
C2.33
C2.32
FLOW PATTERN
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
POROUS BAFFLES, TYP.
INSTALL OFFSITE DIVERSION BERM
WITH 12" COMPOST SOCK OR
APPROVED EQUAL.
BASIN
WATERSHED,TYP.
2
C4.00
SILT FENCE
TYP.
C2.12
1"=50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
2
C4.01
SEDIMENT BASIN
WITH SKIMMER
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
5
C4.01
OUTLET PROTECTION
TYP.
3
C4.02
SKIMMER
TYP.
S
S
S
S
S
FO
FO
R E I L L Y R O A DS
S
S
S
S
FO
FO
R E I L L Y R O A DLODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODS
S
S
S
S
FO
FO
R E I L L Y R O A D250251252251252253254255256255252251LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODCONSTRUCTION ENTRANCE, TYP.R E I
L L Y

R O A
D
SEE SHEET C2.12
SCALE: 1" = '
0 40 80 120
40
GRADE IN PERMANENT DIVERSION
CHANNEL DURING PHASE 1 WITH
CHECK DAMS TO CONTROL ONSITE
DRAINAGE AREA. CHECK DAMS
PROVIDE SEDIMENT STORAGE AND
EROSION CONTROL
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
FLOW PATTERN
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
CONVEYANCE #3
2
C4.00
SILT FENCE
TYP.
C2.13
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V ET
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V EL
O
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODT
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V EL
O
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODCONSTRUCTION
ENTRANCE, TYP.R E I L L Y

R O A
D
LIMITS OF DISTURBANCE
EXISTING STREAM
SEE SHEET C2.15
SCALE: 1" = '
0 40 80 120
40
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
PERIMETER CONTROL BERM #5 : 18"
PERIMETER CONTROL BERM #7 : 36"
PERIMETER CONTROL BERM #6 : 18"
PERIMETER CONTROL BERM #8 : 8"
FLOW PATTERN
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PERIMETER CONTROL BERM #4 : 24"
C2.14
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD2
1
7
2
1
6
2
1
5
2
1
4
2
1
3
2
1
2
2
1
1
2
1
0
209
2
1
1
2
1
2
2
1
3
2
1
4
2
1
5
2
1
6
217 218
219
215
214
213
2122 1 1 210211
213
212
214
211212213214216215210209
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODR E I
L L Y

R O A
D
SEE SHEET C2.14
SCALE: 1" = '
0 40 80 120
40
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
PERIMETER CONTROL BERM #1 : 24"
PERIMETER CONTROL BERM #2 : 36"
PERIMETER CONTROL BERM #3 : 24"
PERIMETER CONTROL BERM #4 : 24"PERIMETER CONTROL BERM #9 : 36"
PERIMETER CONTROL BERM #10 : 12"
FLOW PATTERN
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
PROPOSED ELEMENTS SHOWN FOR
GENERAL PHASE 1 REFERENCE
C2.15
1"=40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
GRADE IN PERMANENT DIVERSION
CHANNEL DURING PHASE 1 WITH
CHECK DAMS TO CONTROL ONSITE
DRAINAGE AREA. CHECK DAMS
PROVIDE SEDIMENT STORAGE AND
EROSION CONTROL
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
CONCRETE SWALE AND PIPE
TO REMAIN
30.00'
EXISTING STREAM
EXISTING WETLAND
EXISTING STREAM
EXISTING WELAND
30' WATERBODY BUFFER, TYP.
60.00'
EXISTING STREAM
60' STREAM BUFFER
30' WATERBODY BUFFER, TYP.
30.00'
30.00'
S
S
S
S
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
S
S
S
S
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
S
S
S
S
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
0+00.00
1+00.00
2+00.00
3+00.00
4+00.00
4+74.66
STRUCTURE - 1
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LODLODLOD
LOD
LODLOD
LOD LOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLOD(264)
LOD
LOD
LOD LODLODLODLODLODLO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LODLODLOD
LOD
LODLOD
LOD LOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD2
3
6
2
3
7
2
3
8
2
3
9
2402412402392382372
3
6
241
2402392392
3
8
236
240241240LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLIMIT OF DISTURBANCE LINE, TYP.
SEE SHEET C2.23 R E I
L L Y

R O A
D
SCALE: 1" = '
0 50 100 150
50
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
5
C4.01
OUTLET PROTECTION
TYP.
3
C4.01
CHECK DAM
TYP.
CONVEYANCE #1
CONVEYANCE #2
CONVEYANCE #4
2
C4.00
SILT FENCE
TYP.
C2.22
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
2
C4.01
SEDIMENT BASIN
WITH SKIMMER
5
C4.01
OUTLET PROTECTION
TYP.
S
S
S
S
S
FO
FO
R E I L L Y R O A DS
S
S
S
S
FO
FO
R E I L L Y R O A DS
S
S
S
S
FO
FO
R E I L L Y R O A D(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 4REILLY ROADSTRUCTURE - 1254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODL
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLIMITS OF
DISTURBANCE, TYP.
SEE SHEET C2.22
R E I
L L Y

R O A
D
SCALE: 1" = '
0 40 80 120
40
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
5
C4.01
OUTLET PROTECTION
TYP.
3
C4.01
CHECK DAM
TYP.
CONVEYANCE #3
2
C4.00
SILT FENCE
TYP.
C2.23
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V ET
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V ET
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E225233232217
F2
F1
A2
B1
B2
228219
217211212213214215216217219
223
222
A1
222
224
234
229224228
229
234
223 233232231225
228 230229 228229
230
231
231230233 229234229228227231232
233
224 232225226227228229230231232234233230232
233
234
234228
233231232
23
0
228232231230229228227226
232
233
232223222221220 227
L
O
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODL
O
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD30' STREAM BUFFER
LIMITS OF DISTURBANCE
EXISTING STREAM R E I L L Y

R O A
D
30.00'
60.00'
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
5
C4.01
OUTLET PROTECTION
TYP.
3
C4.01
CHECK DAM
TYP.
CONVEYANCE #6
CONVEYANCE #9 CONVEYANCE #10
CONVEYANCE #11
CONVEYANCE #12
CONVEYANCE #13
PERIMETER CONTROL BERM #5
PERIMETER CONTROL BERM #7
PERIMETER CONTROL BERM #6
PERIMETER CONTROL BERM #8
C2.24
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
SCALE: 1" = '
0 40 80 120
40
SEE SHEET C2.25
205210
2
1
1
2
1
2213
214
215
216
217
218
215 210214215210219
210215219217218212212
2
1
5
2
1
2 216219219216210 212
214
216
D1
D2
222
218
216217219211212213214206207208209211
213
215
217 219
2
1
1
2
1
2
216
217
214
213
212 210213215211200201202203204205206207208209210
211 212
208
209
211212
219
206207208209210211212213214215222LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD6
C4.00
FILTER RING
TYP.
EXISTING STREAM
30' STREAM BUFFER
LIMITS OF DISTURBANCE
SEE SHEET C2.24 R E I
L L Y

R O A
D
SCALE: 1" = '
0 40 80 120
40
30.00'
60.00'
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
3
C4.01
CHECK DAM
TYP.
CONVEYANCE #5
CONVEYANCE #7
CONVEYANCE #15
PERIMETER CONTROL BERM #1
PERIMETER CONTROL BERM #2
PERIMETER CONTROL BERM #3
PERIMETER CONTROL BERM #4 PERIMETER CONTROL BERM #9
PERIMETER CONTROL BERM #10
C2.25
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
S
S
S
S
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
S
S
S
S
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
S
S
S
S
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
FFE255.00(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 2
(#06) SOFTBALL FIELD
FIELD 3
(#06) SOFTBALL FIELD)
FIELD 4
STRUCTURE - 1
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LODLODLOD
LOD
LODLOD
LOD LOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLOD(264)
5
C4.00
EROSION CONTROL MATTING
TYP.
MAMA
MA
SEE SHEET C2.33
SEE LANDSCAPE SHEETS FOR
PERMANENT SEEDING.R E I
L L Y

R O A
D
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTIONIP
FILTER RINGFR
SEDIMENT TRAPST
SEDIMENT BASINSB
TEMPORARY CHECK DAMCD-R
SCALE: 1" = '
0 50 100 150
50
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
5
C4.01
OUTLET PROTECTION
TYP.
C2.32
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
S
S
S
S
S
FO
FO
R E I L L Y R O A DS
S
S
S
S
FO
FO
R E I L L Y R O A DS
S
S
S
S
FO
FO
R E I L L Y R O A D(#05) EXISTING MAJOR LEAGUE
BASEBALL FIELD)
FIELD 1
(#06) SOFTBALL FIELD)
FIELD 4REILLY ROADSTRUCTURE - 1254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLOD5
C4.00
EROSION CONTROL MATTING
TYP.
MA
MA
SEE SHEET C2.32
SEE LANDSCAPE SHEETS FOR
PERMANENT SEEDING.R E I
L L Y

R O A
D
SCALE: 1" = '
0 40 80 120
40
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
5
C4.01
OUTLET PROTECTION
TYP.
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.33
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V ET
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V ET
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E30.34
(07) MULTI-USE FIELD #6
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #7
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #8
112' X 58' (PRESCHOOL)
(07) MULTI-USE FIELD #9
112' X 58' (PRESCHOOL)
1%1%1%1%FEE 33.3012' SAFETY ZONE8' FLAT ZONE12' SAFETY ZONE8' FLAT ZONE
12' SAFETY Z
O
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY Z
O
N
E
8' FLAT ZONE
12' SAFETY Z
O
N
E
12' SAFETY ZO
N
E
8' FLAT ZONE
8' FLA
T

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
8' FLA
T

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
12' SA
F
E
T
Y

Z
O
N
E
8' FLA
T

Z
O
N
E 225233232217
ARMSTEAD STREETARMSTEAD STREETHERCULES
DRIVE
F2
F1
A2
B1
B2
228219
217211212213214215216217219
223
222
232232
(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%(08) MULTI-USE FIELD #5 100' X 147'
(INSTRUCTIONAL)1%1%1%12' SAFETY Z
O
N
E
8' FLAT ZONE
8' FLAT ZONE
12' SAFETY Z
O
N
E
A1
222
224
234
229224228
229
234
223 233232231225
228 230229 228229
230
231
231230233 229234229228227231232
233
224 232225226227228229230231232234233230232
233
234
234228
233231232
23
0
228232231230229228227226
232
233
23222322222122020.18
30.34
30.34
29.52
29.52
30.34
30.56
30.78
31.0031.00
31.00
31.00
31.00
32.84
32.84
32.84
32.84
33.66
32.08
32.08
32.08 32.08
32.08
31.00
ADA PARKING TO BE NO
GREATER THAN 2% IN
EACH DIRECTION
20.49
33.00
33.15 33.15
33.15
33.1533.15
34.10 227
32.55
32.37 32.55
32.37
32.08
31.00
18.75
34.10
34.11
34.11
34.00
34.01
34.11
34.11
33.76
33.88
33.88
33.6533.65
33.76
33.65
32.40
32.40
33.65
33.66
HP:34.72
HP:34.721%1%1%1%1%HP:31.41
1%1%1%1%HP:32.49
HP:31.41
HP:32.49
L
O
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD
LODLODLODLO
D
LO
D
LOD LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODMA
MA
MA
MA
MA
MA
5
C4.00
EROSION CONTROL MATTING
TYP.
30' STREAM BUFFER
60.00'
30.00'
EXISTING STREAM
SEE SHEET C2.35
SEE LANDSCAPE SHEETS FOR
PERMANENT SEEDING.R E I L L Y

R O A
D
SCALE: 1" = '
0 40 80 120
40
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
5
C4.01
OUTLET PROTECTION
TYP.
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.34
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
1%
1%
1%
1%1%
1%
EXISTING POND
1%
1%
(09) MULTI-USE FIELD #1
160' X 360' WITH (YOUTH)
(09A) MULTI-USE FIELD #2
150' X 300' (YOUTH)
EXISTING POND
(09A) MULTI-USE FIELD #3
150' X 300' WITH (YOUTH)
1%
1%12' SAFETY
ZONE
8
'
FLAT
ZONE
12
'
SAFETY
ZONE
8
'
FLAT
ZONE8' F
LAT
ZONE12
'
SAFETY
ZONE8' F
LAT
ZONE12
'
SAFETY
ZONE12' SAFETY ZONE8' FLAT
ZONE12'
SAFETY ZONE8'
FLAT
ZONE12'
SAFETY ZONE8'
FLAT
ZONE12' SAFETY
ZONE8' FLAT ZONE12' SAFETY ZONE8' FLAT ZONE12' SAFETY ZONE8'
FLAT
ZONE12'
SAFETY ZONE8'
FLAT
ZONE12'
SAFETY ZONE8'
FLAT
ZONE205210
2
1
1
2
1
2
213
214
215
216
217
218
215 210214215210219
210215219217218212212
2
1
5
2
1
2 216219219216210 212
214
216
D1
D2
222
218
216217219211212213214206207208209211
213
215
217 219
2
1
1
2
1
2
216
217
214
213
212 210213215211200201202203204205206207208209210
211 212
208
209
211212
219
206207208209210211212213214215216222LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMA
MA
MA
MA
5
C4.00
EROSION CONTROL MATTING
TYP.
EXISTING STREAM
30' STREAM BUFFER
SEE SHEET C2.24
SEE LANDSCAPE SHEETS FOR
PERMANENT SEEDING.R E I
L L Y

R O A
D
SCALE: 1" = '
0 40 80 120
40
C2.12VICINITY MAP:
NTS C2.22
C2.13
C2.23
C2.14
C2.24
C2.15
C2.25
C2.35
C2.34
C2.33
C2.32
REFER TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION FOR ADDITIONAL
DETAIL ON BEST MANAGEMENT PRACTICES
CONSTRUCTION EXIT
WIRE BACKED SILT FENCE
(TYPE 'C' ALSO SERVES AS
LIMITS OF CLEARING)
LIMITS OF DISTURBANCE
(TREE SAVE LIMITS)LOD
SF-C
CE
OUTLET PROTECTIONOP
LOD
EROSION CONTROL KEY
TEMPORARY EROSION
CONTROL MATTINGMA
INLET PROTECTION
COMPOST SOCKIP
FILTER RING
COMPOST SOCKFR
TEMPORARY DITCH CHECK
COMPOST SOCKCD-S
SILT SOCK
COMPOST SOCKCS
C2.35
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
TOTAL DISTURBED AREA= 33 AC
30.00'
60.00'
PERIMETER CONTROL MEASURES
TO REMAIN IN PLACE UNTIL ENTIRE
CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED.
S
S
S
S
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
S
S
S
FO
FO
T
S
S
S
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V ESS
S
S
S
S
S
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'
BENCHMARK #2
NUT ON FIRE HYDRANT
W/ ALUMINUM TAG #30606
ELEVATION:234.30'
S
S
S
FO
FO
T
S
S
S
G
R E I L L Y R O A DA R M I S T E A D S T R E E TH E R C U L E SD R I V ESS
S
C3.03
C3.01
C3.02
C3.04
LO
D LOD
LOD LODLODLODLODLODLODLODLOD LOD LODLOD
LOD
LOD LOD LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD LOD
LOD
LO
D
L
O
D
LOD LODL
O
D
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODL
O
D
LOD
LOD
LO
D
LODLODLODLODLOD
LOD
LODLO
D
LOD LOD LODLOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODR E I L L Y
R O A
D
C3.04
C3.03
C3.02
C3.01
VICINITY MAP:
NTS
UTILITY NOTES:
1. EXISTING UTILITY INFORMATION PROVIDED BY
TAYLOR WISEMAN & TAYLOR SURVEY.
2. UTILITY DETAILS AND SPECIFICATIONS TO BE
PROVIDED BY OLD NORTH UTILITY DISTRICT.
3. CONTRACTOR TO FIELD VERIFY LOCATION AND
INVERT ELEVATIONS OF WASTER WATER AND STORM
WATER PIPE FOR CONNECTIONS TO EXISTING
SYSTEMS.
4. WATER AND SEWER LAYOUTS AND CONNECTION
POINTS TO BE DESIGNED BY OLD NORTH UTILITY
DISTRICT. UTILITIES SHOWN ON PLAN ARE
APPROXIMATE LOCATIONS ONLY.
SCALE: 1" = '
0 200 400 600
200
PROPOSED SANITARY SEWER LINE
WATER LINE
STORMWATER LINE
SITE UTILITY LEGEND
SSANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER LINE
C3.00
1"=200'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
0+00.00
1+00.00
2+00.00
3+00.00
4+00.00
4+74.66
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LOD LOD LODL
O
D
LO
D
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LODL
O
D
L
OD
LOD LODLODLODLOD
LOD
LOD
LODLODLODL
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LODLODLODLODLO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODS
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
0+00.00
1+00.00
2+00.00
3+00.00
4+00.00
4+74.66
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LOD LOD LODL
O
D
LO
D
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LODL
O
D
L
OD
LOD LODLODLODLOD
LOD
LOD
LODLODLODL
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LODLODLODLODLO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D LOD
LOD LOD
L
O
D
L
O
D
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LODLOD
LOD
LOD LODLODLODLOD
LOD
LO
D
LODLODLODLOD
LOD
LOD
LOD
LOD LODLODLODLODLODL
O
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODR E I L L Y

R O A
D
EXISTING 8" SEWER LINE
EXISTING MANHOLE
PROPOSED MANHOLE, TYP.
PROPOSED 4" CLEANOUT 5'
FROM FACE OF BUILDING, TYP.
PROPOSED 6" LATERAL SEWER LINE, TYP.
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
C3.04
C3.03
C3.02
C3.01
VICINITY MAP:
NTS
PROPOSED 2" SERVICE WATER LINE. CONTRACTOR TO
COORDINATE WITH ARCHITECTS AND OLD NORTH UTILITY
DISTRICT FOR WATER LINE LOCATIONS AND SERVICE LINE
CONNECTIONS. THIS APPLIES TO ALL WATER LINES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
APPROXIMATE LOCATION FOR PROPOSED WATER LINE
CONNECTION TO YARD HYDRANT AND WATER FOUNTAINS.
CONTRACTOR TO FIELD VERIFY AND COORDINATE WITH OLD
NORTH UTILITY DISTRICT. THIS APPLIES TO ALL
HYDRANT/FOUNTAIN CONNECTIONS.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
UTILITY NOTES:
1. EXISTING UTILITY INFORMATION PROVIDED BY
TAYLOR WISEMAN & TAYLOR SURVEY.
2. UTILITY DETAILS AND SPECIFICATIONS TO BE
PROVIDED BY OLD NORTH UTILITY DISTRICT.
3. CONTRACTOR TO FIELD VERIFY LOCATION AND
INVERT ELEVATIONS OF WASTER WATER AND STORM
WATER PIPE FOR CONNECTIONS TO EXISTING
SYSTEMS.
4. WATER AND SEWER LAYOUTS AND CONNECTION
POINTS TO BE DESIGNED BY OLD NORTH UTILITY
DISTRICT. UTILITIES SHOWN ON PLAN ARE
APPROXIMATE LOCATIONS ONLY.
EXISTING STORM LINE
PROPOSED 6" WATERLINE. APPROXIMATE LOCATION
SHOWN. OLD NORTH UTILITY DISTRICT TO PROVIDE
WATER LAYOUT AND CONNECTION LOCATIONS. THIS
APPLIES TO ALL WATER LINES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
PROPOSED 8" SEWER LINE. APPROXIMATE LOCATION
SHOWN. OLD NORTH UTILITY DISTRICT TO PROVIDE
SEWER ROUTING, MANHOLE AND CLEANOUT
LOCATIONS AND SERVICE LINE CONNECTION
LOCATIONS. THIS APPLIES TO ALL SEWER LINES AND
STRUCTURES SHOWN.
SEE SHEET C3.02
EXISTING WATER LINE
PROPOSED FIRE HYDRANT & 6" WATERLINE.
APPROXIMATE LOCATION SHOWN. OLD NORTH
UTILITY DISTRICT TO PROVIDE WATER LAYOUT AND
CONNECTION LOCATIONS.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
SCALE: 1" = '
0 50 100 150
50
PROPOSED SANITARY SEWER LINE
WATER LINE
STORMWATER LINE
SITE UTILITY LEGEND
SSANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER LINE
WATER LINE TO BE RELOCATED
BY PUP. PROPOSED LOCATION
C3.01
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
S
S
S
S
S
FO
FO
R E I L L Y R O A D254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LODLO
D
L
O
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LO
D
LO
D
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODS
S
S
S
S
FO
FO
R E I L L Y R O A D254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LODLO
D
L
O
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
LO
D
LO
D
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODL
O
D
L
O
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD LODL
O
D
L
O
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
L
O
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODEXISTING MANHOLE
EXISTING 8" SEWER LINE
R E I
L
L
Y

R
O
A D
C3.04
C3.03
C3.02
C3.01
VICINITY MAP:
NTS
EXISTING MANHOLE
EXISTING FIRE HYDRANT
EXISTING MANHOLE
EXISTING ELECTRIC LINE
EXISTING STORM
LINE
PROPOSED 6" WATERLINE. APPROXIMATE LOCATION
SHOWN. OLD NORTH UTILITY DISTRICT TO PROVIDE
WATER LAYOUT AND CONNECTION LOCATIONS. THIS
APPLIES TO ALL WATER LINES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
SEE SHEET C3.01
UTILITY NOTES:
1. EXISTING UTILITY INFORMATION PROVIDED BY
TAYLOR WISEMAN & TAYLOR SURVEY.
2. UTILITY DETAILS AND SPECIFICATIONS TO BE
PROVIDED BY OLD NORTH UTILITY DISTRICT.
3. CONTRACTOR TO FIELD VERIFY LOCATION AND
INVERT ELEVATIONS OF WASTER WATER AND STORM
WATER PIPE FOR CONNECTIONS TO EXISTING
SYSTEMS.
4. WATER AND SEWER LAYOUTS AND CONNECTION
POINTS TO BE DESIGNED BY OLD NORTH UTILITY
DISTRICT. UTILITIES SHOWN ON PLAN ARE
APPROXIMATE LOCATIONS ONLY.
EXISTING WATERLINE
SCALE: 1" = '
0 40 80 120
40
PROPOSED SANITARY SEWER LINE
WATER LINE
STORMWATER LINE
SITE UTILITY LEGEND
SSANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER LINEYARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
C3.02
1" = 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E225233232217
228219
217210211212213214215216217219
223
222
222
224
234
229224228
229
234
223 233232231225
228 230229 228229
230
231
231230233 229234229228227231232
233
224 232225226227228229230231232234233230232
233
234
234228
233231232
23
0
228232231230229228227226
232
233
232223222221220 227
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD LODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
T
S
S
G A R M I S T E A D S T R E E TH E R C U L E SD R I V E225233232217
228219
217210211212213214215216217219
223
222
222
224
234
229224228
229
234
223 233232231225
228 230229 228229
230
231
231230233 229234229228227231232
233
224 232225226227228229230231232234233230232
233
234
234228
233231232
23
0
228232231230229228227226
232
233
232223222221220 227
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD LODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
EXISTING CABLE BOX
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD LODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
EXISTING 6" SEWER LINE
EXISTING MANHOLE
RIM ELEV.= 233.34'
INV. IN (E)= 222.69'
INV. OUT (W)= 222.64'
PROPOSED 4" CLEANOUT
5' FROM FACE OF
BUILDING, TYP.R E I
L
L
Y

R
O
A D
C3.04
C3.03
C3.02
C3.01
VICINITY MAP:
NTS
30' STREAM BUFFER
EXISTING STREAM
PROPOSED 2" SERVICE WATER LINE. CONTRACTOR TO
COORDINATE WITH ARCHITECTS AND OLD NORTH UTILITY
DISTRICT FOR WATER LINE LOCATIONS AND SERVICE LINE
CONNECTIONS. THIS APPLIES TO ALL WATER LINES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
PROPOSED 4" WATERLINE. APPROXIMATE LOCATION
SHOWN. OLD NORTH UTILITY DISTRICT TO PROVIDE
WATER LAYOUT AND CONNECTION LOCATIONS. THIS
APPLIES TO ALL WATER LINES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
PROPOSED 6" SEWER SERVICE LINE. APPROXIMATE
LOCATION SHOWN. OLD NORTH UTILITY DISTRICT TO
PROVIDE CLEANOUT LOCATIONS AND SERVICE LINE
CONNECTION LOCATIONS. THIS APPLIES TO ALL
SEWER LINES AND STRUCTURES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
APPROXIMATE LOCATION FOR PROPOSED WATER LINE
CONNECTION TO YARD HYDRANT AND WATER FOUNTAINS.
CONTRACTOR TO FIELD VERIFY AND COORDINATE WITH OLD
NORTH UTILITY DISTRICT. THIS APPLIES TO ALL
HYDRANT/FOUNTAIN CONNECTIONS.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
SEE SHEET C3.04
UTILITY NOTES:
1. EXISTING UTILITY INFORMATION PROVIDED BY
TAYLOR WISEMAN & TAYLOR SURVEY.
2. UTILITY DETAILS AND SPECIFICATIONS TO BE
PROVIDED BY OLD NORTH UTILITY DISTRICT.
3. CONTRACTOR TO FIELD VERIFY LOCATION AND
INVERT ELEVATIONS OF WASTER WATER AND STORM
WATER PIPE FOR CONNECTIONS TO EXISTING
SYSTEMS.
4. WATER AND SEWER LAYOUTS AND CONNECTION
POINTS TO BE DESIGNED BY OLD NORTH UTILITY
DISTRICT. UTILITIES SHOWN ON PLAN ARE
APPROXIMATE LOCATIONS ONLY.
PROPOSED FIRE HYDRANT & 6" WATERLINE.
APPROXIMATE LOCATION SHOWN. OLD NORTH
UTILITY DISTRICT TO PROVIDE WATER LAYOUT AND
CONNECTION LOCATIONS.
SCALE: 1" = '
0 40 80 120
40
PROPOSED SANITARY SEWER LINE
WATER LINE
STORMWATER LINE
SITE UTILITY LEGEND
SSANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
FROM FT. BRAGG GIS
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
WATER FOUNTAIN LOCATION FOR REFERENCE ONLY,
(WATER FOUNTAIN, NOT IN CONTRACT.)
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
WATER FOUNTAIN LOCATION FOR REFERENCE ONLY,
(WATER FOUNTAIN, NOT IN CONTRACT.)
60.00'30.00'
C3.03
1'= 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
205210
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R
O
A D
C3.04
C3.03
C3.02
C3.01
VICINITY MAP:
NTS
EXISTING STREAM
60.00'
30' STREAM BUFFER
30.00'
APPROXIMATE LOCATION FOR PROPOSED WATER LINE
CONNECTION TO YARD HYDRANT. CONTRACTOR TO FIELD
VERIFY AND COORDINATE WITH OLD NORTH UTILITY DISTRICT.
THIS APPLIES TO ALL HYDRANT/FOUNTAIN CONNECTIONS.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
PROPOSED 4" WATERLINE. APPROXIMATE LOCATION
SHOWN. OLD NORTH UTILITY DISTRICT TO PROVIDE
WATER LAYOUT AND CONNECTION LOCATIONS. THIS
APPLIES TO ALL WATER LINES SHOWN.
(FOR REFERENCE ONLY, NOT IN CONTRACT.)
SEE SHEET C3.03
UTILITY NOTES:
1. EXISTING UTILITY INFORMATION PROVIDED BY
TAYLOR WISEMAN & TAYLOR SURVEY.
2. UTILITY DETAILS AND SPECIFICATIONS TO BE
PROVIDED BY OLD NORTH UTILITY DISTRICT.
3. CONTRACTOR TO FIELD VERIFY LOCATION AND
INVERT ELEVATIONS OF WASTER WATER AND STORM
WATER PIPE FOR CONNECTIONS TO EXISTING
SYSTEMS.
4. WATER AND SEWER LAYOUTS AND CONNECTION
POINTS TO BE DESIGNED BY OLD NORTH UTILITY
DISTRICT. UTILITIES SHOWN ON PLAN ARE
APPROXIMATE LOCATIONS ONLY.
SCALE: 1" = '
0 40 80 120
40
PROPOSED SANITARY SEWER LINE
WATER LINE
STORMWATER LINE
SITE UTILITY LEGEND
SSANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING WATER LINE
FROM FT. BRAGG GIS
EXISTING SEWER LINE
FROM FT. BRAGG GIS
EXISTING SEWER LINE
FROM FT. BRAGG GIS
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
YARD HYDRANT LOCATION FOR REFERENCE ONLY,
(YARD HYDRANT, NOT IN CONTRACT.)
WATER FOUNTAIN LOCATION FOR REFERENCE ONLY,
(WATER FOUNTAIN, NOT IN CONTRACT.)
EXISTING WATER LINE TO
BE RELOCATED BY PUP.
PROPOSED ROUTING
C3.04
1"= 40'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
CURB INLET
CATCH BASIN / AREA DRAIN
REINFORCED
GEOTEXTILE
FILTER
COCONUT ROLL
CATCH BASIN OR
AREA DRAIN
TRENCH IN 2"
IF REQUIRED
SEDIMENT TUBE
OR WATTLE; 18"
HEIGHT (MIN.)
24" OVERLAP
(MIN.)
SECTIONPERSPECTIVE
WOOD STAKE
(MIN. 1.5" X 1.5") OR
STEEL POST (1.25
LBS/FOOT), TYP.
CATCH BASIN OR
AREA DRAIN
TRENCH IN 2"
IF REQUIRED
SEDIMENT TUBE
OR WATTLE; 18"
HEIGHT (MIN.)
24" (MIN.), TYP.
24" OVERLAP
(MIN.)
INLET STRUCTURE
RIP-RAP
MIN. 8'-10'
2' MIN. HT.
SCALE:NTS
GRAVEL CONSTRUCTION ENTRANCE1
SCALE:NTS
SILT FENCE2
SCALE:NTS
EROSION CONTROL MATTING5
SCALE:NTS
INLET PROTECTION4
SCALE:NTS
FILTER RING6
SCALE:NTS
TEMPORARY DIVERSION7
SIZE
A
B
TOP VIEW
4'
A
B
C
D
E
F
G (MAX.)
WEIGHT
5'6'8'10'
DIMENSION TABLE
32"
48"
30"
25"
24"
5"
18"
1090#1320#3130#5625#8575#
36"
60"
38"
33"
28"
5"
22"
48"
72"
44"
36"
36"
8"
26"
72"
96"
50"
52"
59"
8"
40"
96"
120"
56"
66"
83"
8"
60"
C
F
E
0.25'
D
H
H 0"0"6"6"6"
FRONT VIEW
F'C = 4500 P.S.I.
REINFORCED W/#4 BARS FY = 60 K.S.I.
USE SHERMAN DIXIE WINGED
DISSIPATER HEADWALL WHERE
SPECIFIED IN PIPE CHART
SCALE:NTS
HEADWALL3
C4.00
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
JM
1' MIN.
REFER TO
GRADING PLAN.
CONSTRUCTION:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL
VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE
AND DIMENSIONS SHOWN ON THE PLANS, AND
SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A
SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY
IMPROVE STABILITY OF THE FOUNDATION IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH
WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS
NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
PAVEMENT LANDSCAPE
CONSTRUCTION:
1. BRING THE AREA TO BE SODDED TO
FINAL GRADE ELEVATION WITH TOP
SOIL. ADD
FERTILIZER AND LIME, AND INSTALL
SOD ACCORDING TO PRACTICE 6.12,
SODDING.
2. LAY ALL SOD STRIPS
PERPENDICULAR TO THE DIRECTION OF
FLOWS.
3. KEEP THE WIDTH OF THE SOD AT
LEAST 4 FT IN THE DIRECTION OF
FLOWS.
4. STAGGER SOD STRIPS SO THAT
ADJACENT STRIP ENDS ARE NOT
ALIGNED.
MAINTENANCE:
DURING THE FIRST 4 WEEKS, WATER
SOD AS OFTEN AS NECESSARY TO
MAINTAIN MOIST SOIL
TO A MINIMUM DEPTH OF 2 INCHES.
MAINTAIN GRASS HEIGHT AT LEAST 2
INCHES WITH NO MORE THAN
ONE-THIRD THE SHOOT
HEIGHT (GRASS LEAF) REMOVED IN ANY
MOWING.
APPLY FERTILIZER AS NECESSARY TO
MAINTAIN THE DESIRED GROWTH AND
SOD DENSITY.
ADD LIME AS NEEDED TO MAINTAIN THE
PROPER PH.
CONSTRUCTION:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN
PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE :
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
CONSTRUCTION:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE
MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF
11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE
SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
GROUND COVER.
MAINTENANCE:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT
IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. AFTER ALL THE SEDIMENT-PRODUCING
AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER (SURFACE STABILIZATION).
CONSTRUCTION:
EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL PROBABLY NOT FUNCTION AS DESIRED. PROPER INSTALLATION IS IMPERATIVE.
EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED, VEGETATION WILL PROBABLY NOT GROW AS DESIRED. PROPER
SEED/VEGETATION SELECTION IS ALSO IMPERATIVE. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE. WHEN
SEEDING PRIOR TO INSTALLATION, FOLLOW THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND SEEDING IN SURFACE STABILIZATION, 6.1.
ALL GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION.
(IMPORTANT: REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE
TO ALLOW FOR DIRECT CONTACT BETWEEN THE SOIL SURFACE AND THE RECP.) TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND
INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS AT 25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF
12 INCHES IN DEPTH AND 6 INCHES IN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES WIDE. INSTALLATION FOR
SLOPES-- PLACE THE RECP 2-3 FEET OVER THE TOP OF THE SLOPE AND INTO AN EXCAVATED END TRENCH MEASURING APPROXIMATELY 12 INCHES DEEP
BY 6 INCHES WIDE. PIN THE RECP AT 1 FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. UNROLL THE RECP DOWN (OR
ALONG) THE SLOPE MAINTAINING DIRECT CONTACT BETWEEN THE SOIL AND THE RECP. OVERLAP ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP
TO THE GROUND USING STAPLES OR PINS IN A 3 FOOT CENTER-TO-CENTER PATTERN. LESS FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE
SLOPES. 6.17.8 REV. 6/06 PRACTICE STANDARDS AND SPECIFICATIONS INSTALLATION IN CHANNELS-- EXCAVATE TERMINAL TRENCHES (12 INCHES DEEP AND
6 INCHES WIDE) ACROSS THE CHANNEL AT THE UPPER AND LOWER END OF THE LINED CHANNEL SECTIONS. AT 25-FOOT INTERVALS ALONG THE CHANNEL,
ANCHOR THE RECP ACROSS THE CHANNEL EITHER IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO CLOSELY SPACED ROWS OF ANCHORS.
EXCAVATE LONGITUDINAL TRENCHES 6 INCHES DEEP AND WIDE ALONG CHANNEL EDGES (ABOVE WATER LINE) IN WHICH TO BURY THE OUTSIDE RECP
EDGES. PLACE THE FIRST RECP AT THE DOWNSTREAM END OF THE CHANNEL. PLACE THE END OF THE FIRST RECP IN THE TERMINAL TRENCH AND PIN IT AT
1 FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH. NOTE: THE RECP SHOULD BE PLACED UPSIDE DOWN IN THE TRENCH WITH THE ROLL ON THE
DOWNSTREAM SIDE OF THE BENCH. ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING OVER THE TOP OF THE TRENCH AND
UNROLLING UPSTREAM. IF THE CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF ADJACENT ROLLS IN THE TERMINAL TRENCH,
OVERLAPPING THE ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS, BACKFILL, AND COMPACT. UNROLL THE RECP IN THE UPSTREAM
DIRECTION UNTIL REACHING THE FIRST INTERMITTENT TRENCH. FOLD THE RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE DOWNSTREAM SIDE
OF THE TRENCH, AND ALLOWING THE MAT TO CONFORM TO THE TRENCH. THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH, BACKFILL,
AND COMPACT. CONTINUE UP THE CHANNEL (WRAPPING OVER THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP AT OTHER INTERMITTENT
TRENCHES, UNTIL REACHING THE UPPER TERMINAL TRENCH. AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE TRENCH, SECURE
WITH PINS OR STAPLES, BACKFILL, COMPACT AND THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE EXISTING MAT (2 TO 3 FEET
OVERLAP IN THE DOWNSTREAM DIRECTION), AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN STARTING INSTALLATION OF A NEW ROLL, BEGIN IN
A TRENCH OR SHINGLE-LAP ENDS OF ROLLS A MINIMUM OF 1 FOOT WITH UPSTREAM RECP ON TOP TO PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF
THE RECP(S) IN LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT. ANCHORING DEVICES--11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH WIDTH
STAPLES OR 12 INCH MINIMUM LENGTH WOODEN STAKES ARE RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND. DRIVE STAPLES OR PINS SO
THAT THE TOP OF THE STAPLE OR PIN IS FLUSH WITH THE GROUND SURFACE. ANCHOR EACH RECP EVERY 3 FEET ALONG ITS CENTER. LONGITUDINAL
OVERLAPS MUST BE SUFFICIENT TO ACCOMMODATE A ROW OF ANCHORS AND UNIFORM ALONG THE ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY
3 FEET ALONG THE OVERLAP LENGTH. ROLL ENDS MAY BE SPLICED BY OVERLAPPING 1 FOOT (IN THE DIRECTION OF WATER FLOW), WITH THE
UPSTREAM/UPSLOPE MAT PLACED ON TOP OF THE DOWNSTREAM/ DOWNSLOPE RECP. THIS OVERLAP SHOULD BE ANCHORED AT 1 FOOT SPACING ACROSS
THE RECP. WHEN INSTALLING MULTIPLE WIDTH MATS HEAT SEAMED IN THE FACTORY, ALL FACTORY SEAMS AND FIELD OVERLAPS SHOULD BE SIMILARLY
ANCHORED.
MAINTENANCE:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR
IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED
1
2
NOTES:
1.SEE SITE GRADING PLANS SWALE LOCATIONS
2.FOR DISTURBED AREAS ALONG TRAIL, INSTALL TEMPORARY VEGETATION COVER PER NC EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
12"
COMPACTED
SUBGRADE
FINISH
GRADE
TEMPORARY EROSION CONTROL
MATTING PER DETAIL 5/C4.00.
EXTEND MAT 1' MIN.
BEYOND TRANSITION
OF DITCH SLOPE
EROSION CONTROL MATTING:
INSTALL CURLEX I EROSION
CONTROL MATTING (OR
APPROVED EQUAL) IN
CHANNEL. MATTING MUST BE
RATED FOR CHANNEL
VELOCITIES UP TO 5 FT/S.
VARIES
SCALE:NTS
GRASS SWALE1
SCALE:NTS
OUTLET PROTECTION5
SCALE:NTS
CHECK DAM3
NOTE: ALL FILTREXX CHECK DAMS TO
BE MADE OF 12" SILTSOXX
SCALE:NTS
SEDIMENT CONTROL PERIMETER BERM4 C4.01
NTS
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
SOXX SIZES
BERM #DIAMETER
(IN.)
1 24
2 36
3 24
4 24
5 18
6 18
7 36
8 8
9 36
10 12
BASIN #1
RISER PIPE
DIA.(FT)
3.00
BARREL PIPE
DIA. (FT)
2.00
PERMANENT
POOL ELEV.
(FT)
238.60
DRY STORAGE/
RISER CREST
ELEV. (FT)
239.76
TOP OF
EMBANKMENT
ELEV. (FT)
241.50
BOTTOM OF
BASIN ELEV.
(FT)
236.00
10 YR Qp ELEV.
(FT)
240.32
25 YR Qp ELEV.
(FT)
240.66
CLEANOUT
POINT ELEV
(FT)
237.10
BARREL PIPE
LENGTH (FT)
45.00
SKIMMER DIA.
(IN)
4.00
SKIMMER
ORIFICE (IN)
2.00
SCALE:NTS
SEDIMENT BASIN2
CONSTRUCTION:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, OR OTHER OBJECTIONABLE MATERIAL. FILL AND
COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE.
2. JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY.
3. EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRED IN THE
DESIGN PLAN (FIGURE 6.21B).
4. COMPACT THE RIDGE TO PREVENT UNEQUAL SETTLEMENT, AND TO PROVIDE STABILITY AGAINST SEEPAGE.
5. VEGETATIVELY STABILIZE THE DIVERSION AFTER ITS INSTALLATION.
MAINTENANCE:
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION
OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA,
AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS
AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT
ALL TIMES.
CONSTRUCTION:
1. SITE PREPARATIONS- CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS UNDER THE
SPECIFICATIONS EMBANKMENT TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND
THEN REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT
CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE
OUTER SHELL OF THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE
TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS NEEDED.
2. CUT-OFF TRENCH- EXCAVATE A CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2
FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO BOTH ABUTMENTS TO AT LEAST THE
ELEVATION OF THE RISER CREST. MAKE THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT
OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET.
MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTION REQUIREMENTS ARE THE
SAME AS THOSE FOR THE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFILLING AND
COMPACTION OPERATIONS.
3. EMBANKMENT- TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON THE PLANS. IT
SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER
OBJECTIONABLE MATERIAL. SCARIFY AREAS ON WHICH FILL IS TO BE PLACED BEFORE PLACING
FILL. THE FILL MATERIAL MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND
INTO A BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS TOO WET
FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH CONTINUOUS LAYERS OVER THE
ENTIRE LENGTH OF THE FILL AREA AND COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING
THE CONSTRUCTION HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH
LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY EQUIPMENT, OR A
COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT TO AN ELEVATION 10 PERCENT HIGHER
THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING.
4. CONDUIT SPILLWAYS- SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE
A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN BARREL
SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM,
SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI-SEEP COLLARS. PLACE THE
FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS, AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST
BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING
UNDER THE PIPE HAUNCHES.
DEWATERING- ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS
COMPLETELY DEWATERED-AT LEAST 48 HOURS. PLACE A MINIMUM DEPTH OF 2 FEET OF
COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT. ANCHOR THE RISER IN PLACE BY
CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE
PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
EMBANKMENT IS COMPLETE.
5. EMERGENCY SPILLWAY- INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY.
6. INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END
OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL
MEASURES AND OUTLET PROTECTION).
7. EROSION CONTROL- CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE
AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER
DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
8. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
9. SAFETY- SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID
STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS
LIKELY. FOLLOW ALL STATE AND LOCAL REQUIREMENTS.
MAINTENANCE:
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
DEBRIS FROM THE RISER AND POOL AREA.
CONSTRUCTION:
INSTALLATION SPECIFICATIONS
1. MATERIALS USED IN THE COMPOST SOCK MUST MEET THE SPECIFICATIONS OUTLINED ABOVE AND IN PRACTICE 6.18, COMPOST BLANKETS.
2. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN.
3. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER THAN ONE INCH THAT MAY INTERFERE WITH
PROPER FUNCTION OF THE COMPOST SOCK.
4. COMPOST SOCKS SHOULD BE INSTALLED PARALLEL TO THE TOE OF A GRADED SLOPE, A MINIMUM OF 10 FEET BEYOND THE TOE OF THE SLOPE. SOCKS LOCATED
BELOW FLAT AREAS SHOULD BE LOCATED AT THE EDGE OF THE LAND-DISTURBANCE. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO
PREVENT RUNOFF FROM GOING AROUND THE END OF THE SOCKS.
5. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
6. OAK OR OTHER DURABLE HARDWOOD STAKES 2” X 2” IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB, THROUGH THE CENTER OF THE COMPOST
SOCK. STAKES SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 4 FEET, OR A MAXIMUM INTERVAL OF 8 FEET IF THE SOCK IS PLACED IN A 4 INCH TRENCH. SEE
FIGURE 6.66B. THE STAKES
SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE COMPOST SOCK.
7. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE SOCK TO HOLD IT
IN PLACE DURING RUNOFF EVENTS.
8. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION FOR ESTABLISHMENT OF
PERMANENT VEGETATION USING THE SEEDING SPECIFICATION IN THE EROSION AND SEDIMENTATION CONTROL PLAN.
9. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL OR INTERMITTENT STREAMS.
MAINTENANCE:
INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS.
THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER
DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL
LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
NOTE: REFER TO CHECK DAM
INSTALLATION AND MAINTENANCE
MEASURES
CONSTRUCTION:
1.  ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY
FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2.  THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3.  FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND
BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL
CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE
DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE,
REPLACE THE ENTIRE FILTER CLOTH.
4.  RIPRAP MAY BE PLACED BY EQUIPMENT BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5.  THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
6.  RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD
BE HARD, ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED.
7.  CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH
THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8.  ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A
CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
9.  IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED
AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND
6.11, PERMANENT SEEDING).
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT
(1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND
OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
ELEVATION
COMPANION SEAT
BLEACHERS
NOTES:
1.SURFACE COURSE NOT TO BE PAVED UNTIL ALL HEAVY CONSTRUCTION (AND RELATED
TRAFFIC) IS COMPLETE.
2.ASPHALTIC CONCRETE PAVING TO MEET NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARDS.
3. ASPHALT MILLINGS MAY BE RECYCLED AND USED AS BASE MATERIAL FOR NEW PAVEMENT AS
LONG AS THE BASE MIX MEETS NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
GRADATION STANDARDS.
SCALE:NTS
PARKING SPACE LAYOUT11%MAX.45°
NOTES:
1.FIBERMESH REINFORCEMENT MAY BE SUBSTITUTED FOR WWF.
2.SEE LAYOUT SHEETS FOR JOINT LOCATIONS
SCALE:NTS
CONCRETE PAVING2 SCALE:NTS
ASPHALTIC CONCRETE PAVING4
NOTES:
1.SEE PLANS FOR EXACT LOCATIONS OF WHEEL STOPS, SIDEWALKS, AND CURBS.
6"
6"
18"
2'-0" FROM
EDGE OF ADJACENT
MATERIAL
PRECAST CONCRETE
WHEEL STOP
SURFACE VARIES
(REFER TO PLAN)
#5 REBAR ANCHORING STAKE
(MIN. 2 PER WHEEL STOP)
ADJACENT EDGE VARIES
(REFER TO PLAN)
2"
2"
4"
SCALE:NTS
WHEEL STOP7
SCALE:NTS
HANDICAP SEATING AREA AT BLEACHERS8 SCALE:NTS
BLEACHER @ FIELDS9
GRADE
FINISH
SCALE:NTS
SIGN & POST MOUNTING6
HANDICAP SPACE SIGN
VAN SPACE SIGN
CROSSING SIGN STOP SIGN
12"
5
C4.04
HANDICAP SYMBOL AT PARKING
6
C4.02
SIGN & POST MOUNTING
7
C4.02
WHEEL STOP
NOTES:
1.DETAIL IS DIAGRAMMATIC. CONTRACTOR SHALL REFER TO LOCAL REGULATIONS FOR EXACT PARKING LAYOUT.
2.RUNNING AND CROSS SLOPES FOR HANDICAP PARKING NOT TO EXCEED 2% IN ANY DIRECTION.
3.HANDICAP ACCESSIBLE AISLE AREA STRIPES TO BE BLUE AND ROTATED 45° FROM HANDICAP SPACE STRIPING.
4.HANDICAP ACCESSIBLE AISLE AREA FILL COLOR TO BE WHITE OR PER LOCAL STANDARDS.
5.SEE LAYOUT SHEETS FOR LOCATIONS OF HANDICAP SPACES.
9'-0"
TYP.
20.00'
2.00'
3'
2'
PAINT 4" BLUE STRIPES FOR
HANDICAPPED SPACES
8' TYP.9' TYP.5'
PAINT WHITE STRIPES FOR
NORMAL SPACES
LIGHT BROOM FINISH UNLESS
OTHERWISE NOTED
2"
4" LIGHT DUTY
COMPACTED BASE PER SPEC
4" COMPACTED AGGREGATE BASE
3000 PSI CONC. @ 28 DAYS
FIBERMESH - 1-/1/2# FIBER/CY
4" COMPACTED AGGREGATE BASE
COMPACTED BASE PER SPEC
SET EXP. MATERIAL 1
8"
BELOW SURFACE
CONTROL JOINT 1.5" MAX DEEP TROWEL
SCORE JOINT - 5' O.C. MAX. ON SIDEWALKS
OR AS SHOWN ON PLANS USE NO SAWCUT
JOINT
1
2" ASPHALTIC EXPANSION JOINT @ 20' O.C. MAX. FOR PLAZAS AND 30' O.C. FOR
SIDEWALKS OR AS SHOWN ON PLANS. SEE SPECIFIC DETAILS FOR FOR LOCATIONS
OF EXPANSION JOINT MATERIAL.
TYPICAL JOINT DETAIL
COMPACTED BASE PER SPEC
GRADED AGGREGATE BASE
PER FT. BRAGG STD.
BITUMINOUS PRIME COAT
TK. 59.5B SURFACE
TACK COAT
TK. I19.0C BINDER
12"X18" ALUMINUN HANDICAPPED
PARKING SOGN PER MUTCD & NCDOT
REQUIREMENTS.
SIGN POST - SEE DETAIL
STANDARD 24" CROSSING SIGN
MUTCD CODE: W11-2 POP RIVETED
SIGN POST - SEE DETAIL
12"X18" ALUMINUN HANDICAPPED
PARKING SOGN PER MUTCD & NCDOT
REQUIREMENTS.
SIGN POST - SEE DETAIL
6" X 12" ALUMINUM VAN PARKING SIGN
PER MUTCD & NCDOT REQUIREMENTS
6" CRUSHED AGGREGATE
COMPACTED BASE PER SPEC
3'
12" DIA. CONCRETE
FOOTING @ 3500 PSI
NOTES:
1.LIGHT BROOM FINISH ON TOP OF FOOTINGS
1
2"
5' TO
BOTTOM OF
SIGN
4" CARRIAGE BOLTS WITH 2
WASHERS PRE-DRILL HOLES IN
POST
SIGNS VARY, SEE LAYOUT
PLANS FOR LOCATIONS
U CHANNEL POST, PAINT BLACK
CHAMFER TOP 1"
4'
18"
2"
FRONT OF BLEACHERS TOWARDS FIELD
2 COMPANION SIGNS TO READ
"COMPANION SEAT" IN 1" LETTERS.
FASTEN TO THE FRONT OF 1ST
BLEACHER ROW ON BOTH ENDS.
CONTRACTOR TO SUBMIT SHOP
DRAWINGS FOR APPROVAL.
2"
6"
COMPACTED BASE PER SPEC
GRADED AGGREGRATE BASE PER
NCDOT STD.
DECOMPOSED GRANITE
NOTES:
1.OBTAIN DECOMPOSED GRANITE FROM AN APPROVED LOCAL SOURCE. SUBMIT SAMPLES
FOR STELLAR'S REPRESENTATIVE'S APPROVAL PRIOR TO ORDERING OR INSTALLATION.
2.UNDER NO CIRCUMSTANCES MAY WATER RUNOFF FROM UPHILL DRAINAGE AREAS BE
ALLOWED TO ENTER UPON OR CROSS THE SOFT TRAIL SURFACE.
3.WALKWAY SHALL BE CUT INTO EXISTING GRADE.
4.REFER TO MANUFACTURE INSTALLATION METHODS FOR BEST RESULTS.
SCALE:NTS
EMERGENCY ACCESS PATHWAY11
NOTES:
1.OR EQUAL. SUBMIT PRODUCT
MANUFACTURE TO STELLAR'S
REPRESENTATIVE FOR APPROVAL
OR BEFORE PLACING ORDER
NOTES:
1.SEE ENLARGEMENT ON (C1.03& C1.04) FOR LAYOUT OF BLEACHERS ON BLEACHER PAD.
HANDICAP SIGN TO BE PAINTED ON CONCRETE. BOTH
SIDES TYP. CENTER IN SPACE BETWEEN 1ST & 2ND
ROW. COLOR TO BE BLUE. USE PAVEMENT MARKING
PAINT
13.00'
4.00'
32.00'
10.00'
5'00'
3.00'
LENGTH VARIES. SEE LAYOUT
SHEETS FOR DIMENSIONS
SCALE:NTS
BLEACHER PAD LAYOUT10
2
C4.02
CONCRETE PAVING
TYP.
3
C4.04
STABILIZED PATHWAY MIX
TYP.
8
C4.02
HANDICAP SEATING AREA AT BLEACHERS
1
C4.06
WATER FOUNTAIN - YARD HYDRANT- & TRASH RECEPTICAL PAD
9
C4.02
BLEACHER @ FIELDS
SURE-LOC
310 E. 64th Street
Holland, MI 49423
1 [phone] Toll Free
[phone] Local
[phone] Fax
[e-mail]
PRODUCT INFO:
14 GUAGE 1/4” x 5” x 16’ EDGING
SCALE:NTS
STEEL EDGING5
C4.02
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
JM
SCALE:NTS
SKIMMER3
CONSTRUCTION:
1.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS OR AS DESIGNED.
2.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER
AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
MAINTENANCE:
1.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND
REMOVE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
2.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE
OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
3.REFER TO THE SEDIMENT BASIN DETAIL FOR ADDITIONAL MAINTENANCE.
8'-0" MIN. FOR 8" POST 40'HT.5'-0" MIN. FOR 4" POST 20'HT.6'-6" MIN. FOR 6" POST 30'HT.SCALE:NTS
FOUL POLE2 SCALE:NTS
BACKSTOP FOOTING (TYPICAL)3
SCALE:NTS
DUGOUT PLANS4
FINISH GRADE
THE FOUL POLE IS TO BE
PLACED ON THE FOUL LINE
CONCRETE FOOTING PER
MANUFACTURES SPECS.
14'
20'
YELLOW POWDER COATED STEEL
FOUL POLE BY STEELRAFT OR APP.
EQ. 1.800.371.2438 INSTALL PER
MANUFACTURES SPECS.
PERIMETER FENCE VARIES SEE PLAN
OUTSIDE EDGE OF FENCING FRAME IS
TO EXTEND INTO THE FIELD OF PLAY
1
C4.04
6"
6"
SCHEDULE 40 POST
WITH POST CAP
FINISH GRADE
6"
3500 PSI CONC.
COMPACTED OR
UNDISTURBED SUBGRADE
18" DIA. CONC. FOOTING TYP.
FOR ALL BACKSTOP POST.
NOTES:
1.OR EQUAL. SUBMIT PRODUCT
MANUFACTURE TO STELLAR'S
REPRESENTATIVE FOR APPROVAL
OR BEFORE PLACING ORDER
NOTES:
1.SUBMIT SHOP DRAWINGS TO STELLAR'S REPRESENTATIVE FOR APPROVAL BEFORE
PLACING ORDER AND INSTALLING.
2.ROOF PANEL COLOR TO BE SELECTED BY STELLAR'S REPRESENTATIVE BEFORE
ORDERING AND INSTALLING.
3.FENCING TO BE GALVANIZED STEEL.
4.DUGOUT SHOWN OR APPROVED EQUAL.
5.INSTALL PER MANUFACTURES RECOMMENDATION.
C4.03
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
JM
CL
THIRDS
EQUAL
THIRDS
EQUAL
NOTES:
1.OBTAIN INFIELD MIX FROM AN APPROVED VENDOR. SUBMIT
SAMPLES FOR STELLAR'S REPRESENTATIVE'S APPROVAL PRIOR TO
ORDERING OR INSTALLATION.
2.MATERIAL MAY BE PRE-MIXED OFF SITE OR BLENDED ON SITE.
3.LASER GRADE & COMPACT TO 95% DRY DENSITY.
4.LOCAL SOURCE TO BE USED FOR SPECIFIED MATERIAL.
NOTES:
1.OBTAIN DECOMPOSED GRANITE FROM AN APPROVED VENDOR SUBMIT SAMPLES FOR
OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO ORDERING OR INSTALLATION.
2.UNDER NO CIRCUMSTANCES MAY WATER RUNOFF FROM UPHILL DRAINAGE AREAS BE
ALLOWED TO ENTER UPON OR CROSS THE SOFT TRAIL SURFACE.
3.WALKWAY SHALL BE CUT INTO EXISTING GRADE.
4.VERIFY WITH OWNER ON COLOR OF DECOMPOSED GRANITE TO BE USED.
5.REFER TO MANUFACTURE INSTALLATION METHODS FOR BEST RESULTS.
6.LOCAL SOURCE TO BE USED FOR SPECIFIED MATERIAL.
4"
4 3
16"
4" (TYP)
4 3
16"
13
8"
113
16"
13
16"5
8"
11
4"
1"
1
2"
1
4"
R11
16"
3
16"
1
4"
R1
4"
95.4°
112°3
16"
111
16"
15
16"
SCALE:NTS
BACKSTOP & FENCE ELEVATIONS1 SCALE:NTS
SKINNED AREA SURFACE2
SCALE:NTS
STABILIZED PATHWAY MIX3
SCALE:NTS
#57 STONE SURFACING4 SCALE:NTS
HANDICAP SYMBOL AT PARKING5 SCALE:NTS
TRASH RECEPTACLE6 SCALE:NTS
TEAM BENCH & BENCH PAD7
SCALE:NTS
BIKE RACK8 SCALE:NTS
SCOREBOARD9
NOTES:
1.MOUNT SIGN ON A 15' HIGH METAL POST WITH
BOTTOM OF SCOREBOARD 10'THE GROUND.
2.SCOREBOARD TO BE OPERATED WIRELESSLY
FROM BATTERY OPERATED CONSOLE WITH A
MAIMUM RANGE OF 500 LF. VERIFY WITH
OWNER ON MANUFACTURE TO BE USED.
3.USE THIS MANUFACTURE OR APPROVED
EQUAL.
60'-0" OF 20' HIGH CHAIN LINK
EQUAL
3' FIELD ACCESS GATE
EQUAL EQUAL
30' DUGOUT (SEE SHEET C4.02)40' 0F 8'-0" HIGH FENCE6' HIGH FENCE
8' FIELD ACCESS GATE
(DOUBLE 4' GATES)
10' MAX, TYP.10'-0" MAX
NOTES:
1.INSTALL PER MANUFACTURES
RECOMMENDATION. BENCHES TO BE
SEPARATED BY 1" TO PREVENT RUBBING.
2.INSIDE EDGE OF BENCH PADS TO BE PLACED 18'
FROM THE CENTERLINE OF ALL SOCCER FIELDS .
VERIFY WITH OWNER ON SPACING BEFORE
INSTALLATION.
3.BENCH OR APPROVED EQUAL. SUBMIT SHOP
DRAWINGS TO STELLAR FOR APPROVAL PRIOR
TO ORDERING.
8.00'
3.00'
SAFETY ZONE OF SOCCER FIELD
NOTES:
1.GRADE FALLS AWAY FROM BACKSTOP TO INFIELD EDGE AT 1%, THEN 1.5% TO FENCE LINE.
2.ALL POST & RAILS SHALL BE LOCATED OUTSIDE THE PLAYING FIELDS W/ FABRIC TO THE INSIDE.
3.OUTFIELD FENCE TO HAVE SAFETY PADDING INSTALLED. SEE DETAIL FOR ADDITIONAL INFORMATION.
4.PROVIDE PAVEMENT NOTCH AT ALL POSTS SET IN PAVEMENT PER DETAIL.
EQUAL
STABILIZED PATHWAY MIX
NON-WOVEN GEO-TEXTILE FABRIC
COMPACTED SUBGRADE
#57 STONE SURFACE
NON-WOVEN GEO-TEXTILE FABRIC
COMPACTED SUBGRADE
6"
LASER GRADE & SCARIFY SUBGRADE TO 1"
PRIOR TO INSTALLING INFIELD MIX
INFIELD MIXTURE 40% FINE RED CLAY, 60%
USGA QUALITY SAND
4"
NOTES:
1.INSTALL PER MANUFACTURES RECOMMENDATION.
2.BENCH OR APPROVED EQUAL. SUBMIT SHOP
DRAWINGS TO STELLAR FOR APPROVAL PRIOR TO
ORDERING.
8.00'
1.00'
3.00'
BENCH CENTERED ON
BENCH PAD
1.00'
1%
10'
5.00'
SCALE:NTS
PARK BENCH & BENCH PAD10
FOUL POLE, SEE DETAIL
FABRIC, 9 GAUGE
6' PERIMETER FENCE
6' INTERIOR FENCE
4" GATE POST
BEGIN 6' FENCING AT
END OF DUGOUT
BACKSTOP FOOTING,
SEE DETAIL BACKSTOP FOOTING,
SEE DETAIL
THIRDS
EQUAL
BOTTOM RAIL
10'-0"
6'-0"
2'
2'
6" DIA. SCH. 40 POST W/ POST CAP ON
BACKSTOP ENDS AND FORNERS
10' FABRIC 9 GAUGE
10' FABRIC 6 GAUGE
1-5/8" O.D. RAILS, TYP.
WIRE TIES, 12" O.C.
ADD ALT #4.
EXTEND 20' HIGH NETTING
ADDITIONAL 40' TO FIELD
ACCESS GATE
NOTES:
1.STRIPE COLOR TO BE PER BASE STANDARDS.
2.FILL COLOR TO BE PER BASE STANDARDS.
NOTES:
1.TRASH RECEPTACLE OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS TO STELLAR FOR
APPROVAL PRIOR TO ORDERING.
2.COLOR TO BE A STANDARD BROWN. SUBMIT COLOR SAMPLES TO STELLAR FOR APPROVAL.
4
C4.03
DUGOUT PLANS
4' HIGH FENCE PER
MANUFACTURES
DIRECTION 20'-0"20'-0"20'-0"4'
3
C4.04
STABILIZED PATHWAY MIX
C4.04
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
JM
CHAIN LINK FENCE DIMENSION CHART
CORNER & END POST LINE POST
FENCE
HEIGHT A B O.D.C D O.D.
3'-3"3'-6"6'-0"
21
2"
3'-3 3
4"5'6"
23
8"
3'-6"3'-9"6'-2"3'-5 3
4"5'-6"
4'-0"4'-3"6'-8"3'-1 3
4"6'-6"
5'-0"5'-3"7'-8"4'-1 3
4"7'-6"
6'-0"6'-0 5
8"9'-1"5'-8 7
8"8'-8"
7'-0"7'-0 5
8"10'-1"
3"
6'-8 7
8"9'-8"
2 1
2"
8'-0"8'-0 5
8"11'-1"7'-8 7
8"10'-8"
9'-0"9'-0 5
8"12'-1"8'-8 7
8"11'-8"
10'-0"10'-0 5
8"13'-1"9'-8 7
8"12'-8"
12'-0"12'-0 5
8"15'-1"11'-8 7
8"14'-8"
CHAIN LINK GATE DIMENSION CHART - DOUBLE GATE
NORMAL
OPENING
SQ. HINGE &
LATCH POST
ACTUAL
OPENING (E)
HINGE
SETTING
RD. HINGE &
LATCH POST
ACTUAL
OPENING
HINGE
SETTING FRAME (F)
6'-0"
21
2" O.D.
OR
3" O.D.
6'-0"
2"
27
8" O.D.
6'-1
2"
21
4"
2'-81
2"
7'-0"7'-0"7'-1
2"3'-21
2"
8'-0"8'-0"8'-1
2"3'-81
2"
10'-0"10'-0"10'-1
2"4'-81
2"
12'-0"12'-0"12'-1
2"5'-81
2"
14'-0"
3" O.D.
14'-0"
4" O.D.
14'-1
2"6'-81
2"
16'-0"16'-0"16'-1
2"7'-81
2"
18'-0"18'-0"18'-1
2"8'-81
2"
20'-0"20'-0"20'-1
2"9'-81
2"
"65
8" O.D.20'-21
2"31
2"9'-81
2"
22'-0"4" O.D.22'-1
2"21
4"10'-81
2"
"65
8" O.D.22'-21
2"31
2"10'-81
2"
24'-0"4" O.D.24'-1
2"21
4"11'-81
2"
"
65
8" O.D.
24'-21
2"
31
2"
11'-81
2"
26'-0"26'-1
2"12'-71
2"
CHAIN LINK GATE DIMENSION CHART - SINGLE GATE
NORMAL
OPENING
SQ. HINGE &
LATCH POST
ACTUAL
OPENING (E)
HINGE
SETTING
RD. HINGE &
LATCH POST
ACTUAL
OPENING
HINGE
SETTING FRAME (F)
3'-0"
21
2" O.D.
OR
3" O.D.
3'-1"
2"
27
8" O.D.
3'-11
2"
21
4"
2'-81
2"
3'-6"3'-7"3'-71
2"3'-21
2"
4'-0"4'-1"4'-11
2"3'-81
2"
5'-0"5'-1"5'-11
2"4'-81
2"
6'-0"6'-1"6'-11
2"5'-81
2"
7'-0"
3" O.D.
7'-1"
4" O.D.
7'-11
2"6'-81
2"
8'-0"8'-1"8'-11
2"7'-81
2"
9'-0"9'-1"9'-11
2"8'-81
2"
10'-0"10'-1"10'-11
2"9'-81
2"
"6 5
8" O.D.10'-21
2"31
2"9'-81
2"
11'-0"4" O.D.11'-11
2"21
4"10'-81
2"
"6 5
8" O.D.11'-21
2"31
2"10'-81
2"
12'-0"4" O.D.12'-11
2"21
4"11'-81
2"
"
6 5
8" O.D.
12'-21
2"
31
2"
11'-81
2"
13'-0"13'-11
2"12'-71
2"
NOTES:
1.ALL POST AND RAILS SHALL BE LOCATED OUTSIDE THE COURTS W/FABRIC TO THE
INSIDE.
2.ALL TERMINAL AND LINE POST 20'-0" OR TALLER SHALL BE 4" DIA. SCH. 40 STEEL
UNLESS OTHERWISE NOTED.
3.ALL RAILS SHALL BE 1-5/8"X1/4" ROLL FORMED STEEL OR EQUAL C TYPE RAIL
POST.
4.ALL POSTS SHALL BE EQUIPPED WITH EITHER LINE POST CAPS OR STANDARD
CAPS TO KEEP MOISTURE OUT OF POST.
5.ALL FENCING SHALL BE KNUCKLED TOP AND BOTTOM, EXCEPT WHERE NOTED ON
DETAILS.
6.SEE FENCING CHARTS FOR CORNER POST AND LINE POST REQUIREMENTS.
7.CHANGES IN REQUIRED PLANS DUE TO SITE CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR APPROVAL.
8.ALL GATE AND FENCING FABRIC SHALL BE 9 GAUGE GALVANIZED
9.TIE WIRES SHALL BE 13 GAUGE AND MATCH FENCE FABRIC COATING.
10.MID-RAIL ONLY REQUIRED ON FENCING OVER 6'-0".
11.ALL POST SHALL BE ON THE OUTSIDE OF THE COURT WITH THE FABRIC ON THE
INSIDE OF THE COURT.
12.INCLUDE TOP RAIL SAFETY PADDING FOR OUTFIELD FENCES.
WWW.COVERSPORTS.COM
SAFE FOAM PADDING 3
4" THICK PREMIUM THICKNESS.
X
X
X
X
1-5/8"
1-5/8"
1-5/8"
1-3/8"
1-5/8"X
2"
3"
NO. 2179
NO. 2182
NO. 2181
NO. 2180
NO. 2177 1-5/8"
2-3/8"
2-3/8"
X
X
X
2"
3"
2-3/8"
1-5/8"
1-5/8"
1-5/8"
1-5/8"X 1-5/8"
NO. 2186
NO. 2189
NO. 2188
NO. 2251
SPARTAN ATHLETIC COMPANY
1310 EGYPT ROAD, #225
OAKS, PA. 19456
P:800.571.2890
F:484.866.9792
PRODUCT DESCRIPTIONS:
1.JAYPRO SPORTS CLASSIC 6.5' X 12' CLUB SOCCER GOAL (PAIR) SKU CC12S
SPARTAN ATHLETIC COMPANY
1310 EGYPT ROAD, #225
OAKS, PA. 19456
P:800.571.2890
F:484.866.9792
PRODUCT DESCRIPTIONS:
1.JAYPRO SPORTS CLASSIC 7' X 21' CLUB SOCCER GOAL (PAIR) SKU CC21S
SPARTAN ATHLETIC COMPANY
1310 EGYPT ROAD, #225
OAKS, PA. 19456
P:800.571.2890
F:484.866.9792
PRODUCT DESCRIPTIONS:
1.JAYPRO SPORTS CLASSIC 4.5' X 9' CLUB SOCCER GOAL (PAIR) SKU CC9S
NOTES:
1.SEE FENCE NOTES
2.SEE FENCE & POST CHART FOR ALL DIMENSIONS
LINE POST CAP
LINE POST, 2 3
8" O.D. SQ.
A
B
TIE WIRES SPACES ON 24"
TOP-TYP.
1 5
8" O.D. TOP
9 GAUGE CHAIN LINK KNUCKLED
TOP AND BOTTOM
C
D
LINE POST TIES ON 12" OC
MID HEIGHT
OF FENCE
1 5
8 " O.D. BRACE RAIL 8'
AND 10' FENCING ONLY
BOTTOM RAIL WITH
TIES @ 12" MAX.
FINISH GRADE @
SURFACE10" X 42" 3500 PSI
CONC. FOOTING, TYP.
FOR LINE POST
12" X 42" 3500 PSI CONC. FOOTING,
TYP. FOR CORNER AND PULL
POST
10' MAX O.C.
TRUSS ROD 1
2" DIA.
TURNBUCKLE
END & CORNER POST 2
1
2" DIA. SQ.
NOTES:
1.GOALS OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS TO STELLAR'S REPRESENTATIVE
FOR APPROVAL PRIOR TO ORDERING.
NOTES:
1.TEMPORARY FENCING OR APPROVED EQUAL. SUBMIT SHOP
DRAWINGS TO STELLAR'S REPRESENTATIVE FOR APPROVAL
PRIOR TO ORDERING.
C4.05
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
NOTES:
1.FENCE CAP OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS
TO STELLAR'S REPRESENTATIVE FOR APPROVAL PRIOR TO
ORDERING.
SCALE:NTS
CHAINLNK FENCE DIMENSION CHART1 SCALE:NTS
CHAINLINK NOTES2 SCALE:NTS
CHAINLINK GATE DIMENSION CHART3
SCALE:NTS
4' & 6' FENCE WITH BOTTOM RAIL4
SCALE:NTS
BRACE RAIL & END RAIL5
SCALE:NTS
LINE RAIL CLAMP & CROSSING6
SCALE:NTS
OUTFIELD SAFETY CAP7 SCALE:NTS
TEMPORARY OUTFIELD FENCING8
SCALE:NTS
COMBINATION SOCCER& FOOTBALL GOAL9
SCALE:NTS
6.5' X 12' YOUTH SOCCER GOAL10
SCALE:NTS
7'X21' YOUTH SOCCER GOAL11
SCALE:NTS
4.5' X 9' YOUTH SOCCER GOAL12
SCALE:NTS
WATER FOUNTAIN - YARD HYDRANT- & TRASH
RECEPTICAL PAD1
6.50'
5.00'
3.50'
1.5'
3.17'
2.00'
2.00'
4.00'
6.00'
2.00'
13.00'
6
C4.04
TRASH RECEPTACLE
NOTES:
1.WHEN THE DRINKING FOUNTAIN & YARD
HYDRANT AREN'T REQUIRED NEITHER WILL THE
BASE BELOW. ALL OTHER DIMENSIONS TO BE
CONSISTENT.
2.DRINKING FOUNTAIN TO BE PLACED PER CODE
FOR ADA ACCESS. FOUNTAIN NOT IN
CONTRACT.
1%
SCALE:NTS
SOCCER & BASEBALL NETTING3
NOTES:
1.TRAIL EDGES SHALL BE "DRESSED-OUT" TO AN EVEN GRADE AS SHOWN.
BACKFILLED EDGES SHALL BE FREE OF BRICKS, BOULDERS, OR OTHER
CONSTRUCTION DEBRIS.
2.TRAIL "DRESS-OUT" SHALL BE CONDUCTED IN A MANNER THAT DOES NOT
CAUSE DAMAGE TO THE TRAIL SURFACE OR EDGES. ANY DAMAGED
AREAS SHALL BE IMMEDIATELY REPAIRED AT NO EXTRA COST TO THE
CLIENT.
3.SEEDING AND MULCHING OPERATIONS SHALL COVER ALL DISTURBED
AREAS. DISTURBED AREAS ALONG TRAIL SHALL BE SEEDED PER
4.SIDE SLOPES SHALL NOT EXCEED 2:1 CUT AND 3:1 FILL. TIE INTO
EXISTING GRADE WITH AN EVEN TRANSITION. NO ABRUPT CHANGES IN
GRADE WILL BE ACCEPTED.
5.TO PREVENT WATER FROM FLOWING ACROSS TRAIL, SURFACE RUNOFF
SHALL BE DIVERTED BY SWALES TO CULVERT CROSSINGS ON THE UPHILL
SIDE OF THE TRAIL.
INSTALL MATTING ON ALL
SLOPES GREATER THAN 3:1
0.75' SHOULDER, TYP.
(6:1 MAX. SLOPE)
PROPOSED GRADE
SLOPE 1% UNLESS OTHERWISE NOTED L.O.D.FINISH GRADE
(BACKFILL SIDE SLOPE
AND SEED
WIDTH VARIES
(REFER TO PLANS)
EXISTING GRADE
L.O.D.LOWER SLOPE UPPER SLOPE
7
C4.00
TEMPORARY DIVERSION
5
C4.00
3
C4.04
4
C4.04
SCALE:NTS
TRAIL SECTION (GENERAL GRADING &
DRAINAGE)4
MATERIAL VARIES
SEE PLANS
1'-6"
TOP OF NETTING TO BE CONNECTED TO
HIGH STRENGTH STEEL THREADED WIRE
ROPE TO KEEP NETTING LVL ACROSS
TOP OF PANEL.
SCH 40 POST W/
POST CAP
FINISH GRADE
6"
6"
3'-6" MIN. FOR
4" POST
COMPACTED OR
UNDISTURBED
SUBGRADE
18" DIA CONC. FOOTING TYP.
FOR ALL BACKSTOP POST
3500 PSI @ 28 DAYS
12"
FINISH GRADE
FOOTING, SEE DETAIL
10' HIGH
SOCCER
NETTING
10'
LINE POST CAP
LINE POST
(HEIGHT VARIES, SEE PLANS)
((PRICE LINE POST AS ALT))
NOTES:
1.TIE OFF ROPER BAND TO EYE BOLTS AND ZIP-TIE SIDES OF NETTING TO
POST @ 12: O.C.
2.BARRIER NET #42 HIGH IMPACT 1 3
4" NYLON MESH 10'X30' PANEL BY
HEARTLAND SPORTS, LLC. [phone] BLACK WITH ROPER BOARDER,
WEATHER RESISTANT.
3.PRIME & PAINT ALL STEEL BLACK
4.SUBMIT SHOP DRAINS OF ALL COMPONENTS FOR REVIEW PRIOR TO
FABRICATION
5.BASEBALL NETTING TO BE 14' HIGH INSTEAD OF 10' HIGH FOR SOCCER.
1" DIA. GALVANIZED STEEL EYE RING TO
BE WELDED TO POST.
30'-0" O.C. MAX TYP.
SPACING TO BE EQUAL ALONG
LENGTH OF FENCE. SEE
PLANS FOR POST SPACING
3" DIA SCH. 40 GALVANIZED STEEL PIP
WITH FENCE CAP, TYP.
4"
14' HIGH
BASEBALL
3
C4.04
STABILIZED PATHWAY MIX
DRINKING FOUNTAIN LOCATION FOR REFERENCE
ONLY. FOUNTAIN NOT IN CONTRACT
YARD HYDRANT LOCATION FOR REFERENCE ONLY.
HYDRANT NOT IN CONTRACT
C4.06
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGKA
MW
SCALE:NTS
NCG01-GROUND STABILIZATION SHEET2
S
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
STRUCTURE - 1
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODL
OD
L
OD LOD
LODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
LODLODLODS
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
STRUCTURE - 1
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODL
OD
L
OD LOD
LODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
LODLODLODS
S
S
S
W
BENCHMARK #1
NUT ON FIRE HYDRANT
AT 'F' IN 'FIREMAIN'
ELEVATION:264.81'SS
S
STRUCTURE - 1
255 2452
5
5
246
245
2 4 5
2 5 5
2 4 4 2432422412402392392
4
6
2 5 4 2 5 3 2 52 251
25
5
25
5 255255244242250
2
53 25425325025
4
253
250
253
2 5 0
2 4 8
2 5 1
2522 5 3254256257
258
247
248
2
4
9
254
254 253250 249
248
24
7
2
442432422412402 5 3
258
2
5
7
2
5
6
2
5
4
2
5
3 2522512532542 4 9
2 4 8
2 4 7 2 4 6 2452462472482492
4
7
248249252251252
251
252
251
LO
D
LO
D
L
O
D
L
O
D
LOD LODL
O
D LOD
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
LOD
LODLODLOD
LOD
LODL
OD
L
OD LOD
LODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD
LO
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
LODLODLODR E I
L L Y

R O A
D
L1.04
L1.03
L1.02
L1.01
VICINITY MAP:
NTS
SCALE: 1" = '
0 50 100 150
50
LANDSCAPE NOTES
1.ALL TREES AND SHRUBS SHOWN FOR PRICING AND
REFERENCE ONLY. TREES AND SHRUBS TO BE ADD ALT#4
L1.01
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JS
S
S
S
S
S
FO
FO
R E I L L Y R O A DSTRUCTURE - 1254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
LO
D
L
O
D
L
O
D
LODLODLODS
S
S
S
S
FO
FO
R E I L L Y R O A DSTRUCTURE - 1254253255256255
257 256255
254
2
53
254
254 2532 5 3 252251252252251250251252252253252253254256LODLODLODLODLODLOD
LOD LOD LOD LOD LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LODLO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D LOD
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
L
O
D
LO
D
LOD LOD
LOD
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L1.04
L1.03
L1.02
L1.01
VICINITY MAP:
NTS
SCALE: 1" = '
0 40 80 120
40
LANDSCAPE NOTES
1.ALL TREES AND SHRUBS SHOWN FOR PRICING AND
REFERENCE ONLY. TREES AND SHRUBS TO BE ADD ALT#4
L1.02
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JS
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L1.01
VICINITY MAP:
NTS
SCALE: 1" = '
0 40 80 120
40
LANDSCAPE NOTES
1.ALL TREES AND SHRUBS SHOWN FOR PRICING AND
REFERENCE ONLY. TREES AND SHRUBS TO BE ADD ALT#4
L1.03
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JS
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D
L1.04
L1.03
L1.02
L1.01
VICINITY MAP:
NTS
SCALE: 1" = '
0 40 80 120
40
LANDSCAPE NOTES
1.ALL TREES AND SHRUBS SHOWN FOR PRICING AND
REFERENCE ONLY. TREES AND SHRUBS TO BE ADD ALT#4
L1.04
1" = 50'
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JS
LANDSCAPE NOTES:
1.PLANTING BEDS AND PLANT LOCATIONS SHALL BE STAKED BY THE LANDSCAPE CONTRACTOR. THE
LANDSCAPE CONTRACTOR SHALL NOTIFY STELLAR'S REPRESENTATIVE FOR APPROVAL PRIOR TO
INSTALLATION OF THE PLANTS.
2.PLANTING BEDS SHALL BE CLEARED OF ALL GRASS AND WEEDS PRIOR TO INSTALLATION OF PLANTS,
INCLUDING SPRAYING "ROUND-UP" OR APPROVED SUBSTITUTE TO KILL ACTIVELY GROWING PLANTS.
PLANT BEDS SHALL BE PREPARED AS CALLED FOR IN THE SPECIFICATIONS AND DETAILS.
3.ALL OTHER DISTURBED AREAS ARE TO BE SEEDED OR SODDED AS PER THE PLANS. ADDITIONAL
SEEDING OR SODDING, IF REQUIRED, WILL BE AS DIRECTED BY STELLAR'S REPRESENTATIVE. SEE
EROSION CONTROL SHEET FOR SEEDING.
4.PLANTING BEDS SHALL HAVE A THREE (3) INCH SHREDDED HARDWOOD BARK MULCH OVER THE ENTIRE
BED, UNLESS OTHERWISE NOTED ON THE DRAWINGS.
5.PRIOR TO PLANTING, ALL PLANTED AREAS SHALL BE TREATED WITH A WATER-SOLUBLE HERBICIDE FOR
THE NON-SELECTIVE CONTROL OF ANNUAL AND PERENNIAL WEEDS PRIOR TO PLANTING.
6.ALL TREE AND SHRUB PLANTING PITS SHALL BE BACKFILLED WITH A PLANTING SOIL MIXTURE OF ONE (1)
PART ORIGINAL SOIL AND ONE (1) PART TOPSOIL, THOROUGHLY MIXED. SAMPLE OF MIXTURE TO BE
APPROVED IN WRITING BY STELLAR'S REPRESENTATIVE PRIOR TO INSTALLATION.
7.PLANT GROUNDCOVER AND ANNUAL BEDS IN SAME MIXTURE AS SHRUBS. AFTER PLANTING & MULCHING,
WATER AREAS TO POINT OF SATURATION.
8.ALL PLANTED AREAS ARE TO BE FERTILIZED WITH GRANULAR FERTILIZER. LANDSCAPE CONTRACTOR IS
TO PROVIDE SOIL TEST RESULTS AND PROPOSED FERTILIZER APPLICATION RATES TO STELLAR'S
REPRESENTATIVE FOR APPROVAL.
9.ALL PLANT MATERIAL IS TO BE NURSERY GROWN AND TO COMPLY WITH AMERICAN STANDARD FOR
NURSERY STOCK (ANSI Z60. 1-2004) OR LATEST EDITION. PLANTS NOT IN COMPLIANCE WILL BE
REJECTED AND REPLACED WITH PLANTS THAT MEET THE STANDARDS.
10.SPRAY TREES AND SHRUBS WITH AN ANTI-DESICCANT IF FOLIAGE IS PRESENT.
11.EVERGREEN TREES AND SHRUBS SHALL BE PLANTED IN THE SAME MANNER AS DECIDUOUS MATERIAL IS
PLANTED.
12.DO NOT PRUNE ANY PLANT MATERIAL UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY STELLAR'S
REPRESENTATIVE.
13.ALL LANDSCAPE MATERIAL SHALL BE APPROVED BY STELLAR'S REPRESENTATIVE BEFORE INSTALLATION.
MATERIALS MAY BE VIEWED AT LANDSCAPE CONTRACTOR'S HOLDING SITE OR AT THIS SITE. IT SHALL BE
THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE STELLAR'S REPRESENTATIVE OF
THE AVAILABILITY OF THE MATERIALS TO BE INSPECTED.
14.ALL MATERIALS INSPECTED ON THE SITE AND FOUND TO BE UNACCEPTABLE SHALL BE REMOVED FROM
THE SITE ON THE DAY OF INSPECTION.
15.FIELD CHANGES MUST BE APPROVED IN WRITING BY STELLAR'S REPRESENTATIVE.
16.EXISTING PLANT MATERIAL IS TO BE EVALUATED BY THE LANDSCAPE ARCHITECT FOR POSSIBLE
RELOCATION ON SITE. THE LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT
FORTY-EIGHT (48) HOURS BEFORE BEGINNING WORK.
17.ALL PLANT MATERIAL SHALL BE SUPPLIED BY APPROPRIATE SOURCES TO PREVENT UNDUE STRESS OR
PROLONGED ACCLIMATIZATION WHICH WOULD INHIBIT PLANT GROWTH.
18.LANDSCAPE CONTRACTOR IS TO VERIFY PLANT QUANTITIES SHOWN ON PLAN AND IN PLANT LIST. IF
DISCREPANCIES OCCUR, LANDSCAPE CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT
IMMEDIATELY. QUANTITIES SHOWN ON PLAN TAKE PRECEDENCE.
19.EVERGREEN TREES TO BE A MINIMUM OF 6' IN HEIGHT AT TIME OF PLANTING - DECIDUOUS TREES TO BE
2" DBH MIN AT TIME OF PLANTING. SEE PLANT LIST FOR LARGER MATERIAL REQUIRED.
20.MULTI-TRUNK PLANT MATERIAL SHALL BE ONE PLANT GROWN FROM SINGLE SEEDLING. NO CLUMP
MULTI-PLANT STOCK WILL BE ACCEPTED.
21.IF IN THE OPINION OF THE LANDSCAPE ARCHITECT, THE CENTRAL LEADER OF ANY TREE HAS BEEN CUT
IN THE HISTORY OF THE PLANT'S GROWTH, THE MATERIAL SHALL BE REPLACED AT NO ADDITIONAL COST
TO THE OWNER. THE DECISION OF THE LANDSCAPE ARCHITECT WILL BE FINAL.
22.ALL TREES AND SHRUBS SHOWN FOR PRICING AND REFERENCE ONLY. TREES AND SHRUBS TO BE ADD
ALT#4.
GENERAL NOTES:
1.UNDERGROUND UTILITIES:
1.1.UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER, LANDSCAPE ARCHITECT, OR
THEIR REPRESENTATIVES. BEFORE YOU DIG, CALL [NORTH CAROLINA] ONE CALL SYSTEM.
1.2.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
UNDERGROUND UTILITIES TO REMAIN.
2.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT
INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY
CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL
NOTIFY THE STELLAR'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING
DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATIING FIELD
MEASUREMENTS AND NOTES RELATING TO THE AREA.
”
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L1.05
N / A
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
JS
6"
DRIP LINE
2"
2X WIDTH OF
ROOT BALL
NOTES:
1.WATER TREES IMMEDIATELY AFTER PLANTING.
2.TREES OF SAME SPECIES TO BE MATCHED IN UNIFORMITY AND GROWTH.
3.TREE MUST MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1)
REMOVE ALL
NON-BIODEGRADABLE MATERIAL,
BURLAP, AND WIRE BASKET TO
6" BELOW SHOULDER OF
ROOTBALL; LOOSEN OR SCORE
MATTED ROOTS WITH A SHARP
KNIFE; CUT AWAY DEAD,
DISEASED, BROKEN, TWISTED,
OR GIRDLING ROOTS
MULCH PLANTING PIT WITH
SHREDDED HARDWOOD TO 3"
DEPTH; KEEP MULCH 6" AWAY
FROM TRUNK; MIN. 4' DIA. MULCH
RING
ROUGHEN SIDES ON PLANTING
PIT THAT HAVE BEEN GLAZED
FROM DIGGING EQUIPMENT
DO NOT CUT
CENTRAL LEADER
SET TOP OF ROOTBALL
2" ABOVE FINISH GRADE
BACKFILL WITH 50%
ORIGINAL SOIL AND
50% TOPSOIL
UNDISTURBED SUBSOIL
TO PREVENT SETTLING;
IF PIT IS DUG TOO
DEEP, ADD SOIL AND
TAMP SO THAT THE
ROOTFLARE IS ABOVE
FINAL GRADE
NOTES:
1.WATER SHRUBS IMMEDIATELY AFTER PLANTING.
2.SHRUBS OF SAME SPECIES TO BE MATCHED IN UNIFORMITY AND GROWTH.
TOPSOIL TAMPED FIRM,
6" MINIMUM
ROUGHEN SIDES ON
PLANTING PIT THAT
HAVE BEEN GLAZED
FROM DIGGING
EQUIPMENT
BACKFILL WITH 50%
ORIGINAL SOIL AND
50% TOPSOIL
FORM SAUCER WITH
ORIGINAL SOIL TO
RETAIN WATER
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, BURLAP, AND WIRE BASKET
TO 6" BELOW SHOULDER OF ROOTBALL;
LOOSEN OR SCORE MATTED ROOTS
WITH A SHARP KNIFE; CUT AWAY DEAD,
DISEASED, BROKEN, TWISTED, OR
GIRDLING ROOTS
EXISTING GRADE
MULCH PLANTING PIT WITH SHREDDED
HARDWOOD BARK TO 3" DEPTH; KEEP
MULCH 6" AWAY FROM CENTRAL STEMS;
MIN. 3" DIA. MULCH RING FOR SHRUBS
NOT IN BEDS
SET TOP OF ROOTBALL
FLUSH WITH FINISH GRADE
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, BURLAP, AND WIRE BASKET TO 6"
BELOW SHOULDER OF ROOTBALL; LOOSEN
OR SCORE MATTED ROOTS WITH A SHARP
KNIFE; CUT AWAY DEAD, DISEASED, BROKEN,
TWISTED, OR GIRDLING ROOTS
MULCH PLANTING PIT WITH SHREDDED
HARDWOOD BARK TO 3" DEPTH; KEEP
MULCH 6" AWAY FROM TRUNK; MIN. 4' DIA.
MULCH RING
UNDISTURBED SUBSOIL TO PREVENT
SETTLING; IF PIT IS DUG TOO DEEP,
ADD SOIL AND TAMP SO THAT THE
ROOTFLARE IS ABOVE FINAL GRADE
BACKFILL WITH 50%
ORIGINAL SOIL AND
50% TOPSOIL
ROUGHEN SIDES ON
PLANTING PIT THAT
HAVE BEEN GLAZED
FROM DIGGING
EQUIPMENT
SET TOP OF
ROOTBALL 2" ABOVE
FINISH GRADE
NOTES:
1.WATER TREES IMMEDIATELY AFTER PLANTING.
2.TREES OF SAME SPECIES TO BE MATCHED IN
UNIFORMITY AND GROWTH
DO NOT CUT
CENTRAL LEADER
6"
2"
2X WIDTH OF
ROOT BALL
REMOVE ALL
NON-BIODEGRADABLE MATERIAL,
BURLAP, AND WIRE BASKET TO 6"
BELOW SHOULDER OF
ROOTBALL; LOOSEN OR SCORE
MATTED ROOTS WITH A SHARP
KNIFE; CUT AWAY DEAD,
DISEASED, BROKEN, TWISTED,
OR GIRDLING ROOTS
BACKFILL WITH 50%
ORIGINAL SOIL AND 50%
TOPSOIL ROUGHEN SIDES ON
PLANTING PIT THAT HAVE
BEEN GLAZED FROM
DIGGING EQUIPMENT
SET TOP OF ROOTBALL 2"
ABOVE FINISH GRADE
EXISTING GRADE
NOTES:
1.WATER MULTI-TRUNK TREES IMMEDIATELY AFTER PLANTING.
2.MULTI-TRUNK TREES OF SAME SPECIES TO BE MATCHED IN UNIFORMITY
AND GROWTH
MULCH PLANTING PIT WITH
SHREDDED HARDWOOD BARK
TO 3" DEPTH; KEEP MULCH 6"
AWAY FROM TRUNK; MIN. 4'
DIA. MULCH RING
DO NOT CUT MAIN
LEADERS
2X WIDTH
OF ROOTBALL
6"
NOTES:
1.GROUNDCOVERS AND BULBS TO BE PLANTED ON TRIANGULAR GRID.
2.SEE PLANT SCHEDULES FOR REQUIRED SPACING.
D
A
SPACING "D"ROW WIDTH "A"PLANTS / S.F.
6" O.C.5.2"4.61
8" O.C.6.9"2.60
10" O.C.8.7"1.66
12" O.C.10.4"1.15
15" O.C.13.0"0.74
18" O.C.15.6"0.51
24" O.C.20.8"0.33
GENERAL:
1.UNLESS OTHERWISE NOTED, SEEDING SHALL BE INSTALLED ON ALL CUT AND FILL SLOPES,
SHOULDERS, AND DISTURBED AREAS GENERATED BY CONSTRUCTION.
2.SEEDING SHALL BE INSTALLED AS SOON AS CONSTRUCTION IN AN AREA IS COMPLETED.
SEEDING PROCEDURES (REFER TO TABLES AT RIGHT FOR APPLICATION RATES):
1.SHAPE AND SMOOTH GRADE WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT
SEEDING TIME AND FOR MAINTENANCE PURPOSES.
2.SPREAD LIME AND FERTILIZER IN DRY FORM UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE
SEEDBED PREPARATION.
3.SCARIFY SEEDBED TO A DEPTH OF 1" TO 4" AS DETERMINED ON-SITE. THE SEEDBED MUST BE
WELL PULVERIZED, SMOOTHED, AND FIRMED PRIOR TO SEED INSTALLATION.
4.DISTRIBUTE SEED UNIFORMLY OVER FRESHLY PREPARED SEEDBED WITH CULTIPACKER-SEEDER,
DRILL, ROTARY SEEDER, OR OTHER MECHANICAL OR HAND SEEDER.
5.WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH SHALL BE SPREAD UNIFORMLY OVER
THE AREA, LEAVING ABOUT 25% OF THE GROUND SURFACE EXPOSED. MULCH SHALL BE SPREAD
WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED IMMEDIATELY AS IT IS
SPREAD. A DISK HARROW WITH THE DISK SET OR A SPECIAL PACKER DISK MAY BE USED TO
PRESS THE MULCH INTO THE SOIL.
6.WITHIN 24 HOURS AFTER SEEDING AN PLACEMENT OF MULCH, WATER AREA TO A SATURATION
DEPTH OF 1
2".
MAINTENANCE:
1.WHEN PLANTS ARE 2" TO 4" TALL, TOPDRESS AREA WITH SEED AND APPLY FERTILIZER (5-10-15) AT
A RATE OF 300 LBS. / ACRE.
2.AT THE BEGINNING OF THE SECOND GROWING SEASON, APPLY FERTILIZER (5-10-15) AT A RATE OF
800 LBS. / ACRE.
FIRST-YEAR SOIL AMENDMENTS
ITEM APPLICATION RATE
AGRICULTURAL LIMESTONE 4000 LBS. / ACRE
FERTILIZER (5-10-15)1500 LBS. / ACRE
STRAW 4000 LBS. / ACRE
HAY 5000 LBS. / ACRE
FIRST-YEAR SEEDING
DATE SPECIES APPLICATION RATE
FEB. 1 - APR. 15 KENTUCKY 31 FESCUE 50 LBS. / ACRE
APR. 15 - AUG. 1 HULL COMMON BERMUDAGRASS 10 LBS. / ACRE
AUG. 1 - DEC. 1 KENTUCKY 31 FESCUE
RYE GRASS
25 LBS. / ACRE
25 LBS. / ACRE
FINISH
GRADE
NOTES:
1.DIG TRENCH EDGE WITH SPADE CONTINUOUS ALONG
EDGE OF BED AND TURF.
2.MULCH TRENCH AS SHOWN.
3.IF EDGE OF BED IS GROUNDCOVER, PLACE TRENCH AT
EDGE OF GROUNDCOVER.
SHRUB
(BEYOND)
MULCH PLANTING PIT WITH
SHREDDED HARDWOOD
BARK TO 3" DEPTH, KEEP
MULCH 6" AWAY FROM
CENTRAL STEMS
DEPTH OF BED BASED ON
SIZE OF ROOTBALLS OF
SHRUBS, TREES, ETC.
(SEE OTHER PLANTING
DETAILS THIS SHEET)
TURF
4"
(MIN.)
6"
(MIN.)
PLANTING MEDIUM: 50%
ORIGINAL SOIL, 50%
TOPSOIL MIX NOTES:
1.16'-0" SECTIONS TO INCLUDE (5) 12" ALUMINUM STAKES.
2.8'-0" SECTIONS TO INCLUDE (3) 12" ALUMINUM STAKES.
3.MINIMUM WALL THICKNESS: 1/8" RESTRAINTS - 0.070".
4.COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING.
5.CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURER'S
INTERLOCKING SNAPDOWN SPLICING SYSTEM.
6.CORNERS- CUT BASE OF EDGING UP HALFWAY AND FORM A CONTINUOUS
CORNER.
7.PATENT PENDING.
8.PERMALOC CLEANLINE AS MANUFACTURED BY PERMALOC CORPORATION,
HOLLAND, MICHIGAN, 800-356-9660, 616-399-9600 OR APPROVED EQUAL.
ALUMINUM EDGING;
1/8"X4" MILL FINISH
FINISH GRADE
12" ALUMINUM STAKE TO LOCK
INTO PREFORMED LOOPS ON
EDGING
1/2" MAX.
MULCH; SEE PLANTING DETAILS
THIS PAGE
NOTES:
1.WATER SHRUBS IMMEDIATELY AFTER PLANTING.
2.SHRUBS OF SAME SPECIES TO BE MATCHED IN UNIFORMITY
AND GROWTH
FILL WITH ORIGINAL SOIL
EXISTING GRADE
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, BURLAP, AND WIRE BASKET
TO 6" BELOW SHOULDER OF
ROOTBALL; LOOSEN OR SCORE
MATTED ROOTS WITH A SHARP KNIFE;
CUT AWAY DEAD, DISEASED, BROKEN,
TWISTED, OR GIRDLING ROOTS
ROUGHEN SIDES ON PLANTING
PIT THAT HAVE BEEN GLAZED
FROM DIGGING EQUIPMENT
BACKFILL WITH 50%
ORIGINAL SOIL AND 50%
TOPSOIL
TOPSOIL TAMPED FIRM,
6" MINIMUM
SET TOP OF ROOTBALL
FLUSH WITH FINISH
GRADE
MULCH PLANTING PIT WITH
SHREDDED HARDWOOD BARK
TO 3" DEPTH; KEEP MULCH 6"
AWAY FROM CENTRAL STEMS;
MIN. 3' DIA. MULCH RING FOR
SHRUBS NOT IN BEDS
FORM SAUCER WITH
ORIGINAL SOIL TO RETAIN
WATER
SCALE:NTS
DECIDUOUS TREE1 SCALE:NTS
MULTI-TRUNK TREE2 SCALE:NTS
SHRUB PLANTING3 SCALE:NTS
SHRUB PLANTING (ON SLOPE)4
SCALE:NTS
CONIFER TREE5 SCALE:NTS
GROUNDCOVER SPACING6 SCALE:NTS
EDGING (TRENCH)7 SCALE:NTS
ALUMINUM LANDSCAPE EDGING8
SCALE:NTS
DISTRUBED AREA SEEDING9
L1.06
AS NOTED
18165 STELLAR GROUP INC.WILLOW LAKE SPORTS COMPLEXFORT BRAGGNORTH CAROLINAFORT BRAGGJS
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