SW8131207_APPROVED PLANS_20140516 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1312 01
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o\LA 051 b
YYYYMMDD
i

DEVELOPER:
DR HORTON, INC
4073 BELLE TERRE BLVD.
MYRTLE BEACH, SC 29579
PHASE 4
BRUNSWICK COUNTY, NC
DESIGN DOCUMENTS
ENGINEER (CIVIL)/LAND SURVEYOR:
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, P.E., P.L.S. [phone]
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTIUTIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
BRUNSWICK COUNTY
ATTN: LESUE BELL
PH: 910-253-2657
PROGRESS ENERGY
PH: 1-800-M-4949
PIEDMONT NATURAL GAS
PH: 910-799-7185
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
BELL SOUTH
PH: 1-800-632-4949
TIME WARNER CABLE
PH: 910-763-4638
NOV MB R 2013
FOR:
D.R. HORTON, INC
4073 BELLE TERRE BLVD,
MYRTLE BEACH, SC 29579
VICINITY MAP
(NOT TO SCALE)
133
z
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
GENERAL NOTES
C-2.0
SITE PLAN
C-3.0 — C-3.1
GRADING, DRAINAGE, 81 EC
C-5.0 — C-5.3
DETAILS
pARAMouNTE
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
PROJECT # 12293.PE
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NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1. AND APPLICABLE LOCAL
LAWS & REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT
CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEYARE BIDDING
THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND
DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH
CAROLINA BUILDING CODEIANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE
SLOPES / GRADES AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO
CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK
3. THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT
BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY
PARAMOUNTE ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE
WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED
CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR
DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFUCT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
REQUIREMENTS ONLY. REFER TO SIDEWALK. CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL
INFORMATION.
ACCESSIBLE ROUTE NOTES:
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE
PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS;
AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY
SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM
RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE
GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB
RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND
FREE OF ABRUPT VERTICAL CHANGES (1/41NCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED)
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FOURTY-EIGHT (48)
INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC
BUILDING CODE 1104.1 & 11042).
S. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS
THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES
MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND
FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND
LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN
IS SIXTY (60) INCHES MINIMUM..' SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR
ACCESSIBLE ROUTES'
A WIDTH LESS THAN SIXTY 60 INCHES
SHALLPROVIDE
9. AN ACCESSIBLE ROUTE WITH CLEAR ( )
PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL
BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF
TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT TSHAPED TURNING SPACE, PROVIDED
THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND
THE INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA
BUILDING CODE/ ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING
ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE
EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117,1, THE NC
BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 50/6 SHALL BE
CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE
SHALL BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING
CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE
MEASURED BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
S. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A
SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT
LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH
SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1. AND APPLICABLE LOCAL LAWS & REGULATIONS.
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS),
THE NC BUILDING CODEIANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE
PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABIUTIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODEIANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA WHERE
DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE
SIZED TO PROVIDE A COMPLIANT TURNING SPACE.
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS
SLOPE SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO
THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT
CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED
SIDES, IF PROVIDED. "NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48
INCHES MINIMUM WIDE (1104.1 & 1104.2).'
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE
LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE
AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING.
LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT
IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO
NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES.
CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING
ANY FLARED SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP
DETECTABLE WARNING COMPLYING WITH 406.12 A117.1. EXTENDING THE FULL WIDTH OF THE RAMP.
REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES.
THE NC BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS,
NOR DO THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, % INCH WIDE BY %. INCH DEEP,
ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE
SIDEWALK AND NOT ON THE SIDEWALK
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT
IN THE RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
NC ACCESSIBILITY NOTES (CONT.):
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINEWSIX (96) INCHES WIDE. ACCESS AISLES SHALL
BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES ARE
NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED
TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL
BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
S. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE
PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH
SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM
AND SUP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN
ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL
PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT
ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN
ACCESSIBLE PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT OF
SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN
ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE
INSTALLED WITH BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION
1106ASHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20.37.6 AND
136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED
FOR EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE
SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM
PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE
MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60)
INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES
NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE
PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOORSURFACES ACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE F
FIRM AND SLIP RESISTANT.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN
(114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES
ACT (2010 ADA STANDARDS) THE NC BUILDING CODEIANSI A117.1 AND SHALL BE ON AN ACCESSIBLE ROUTE.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 UNACRE
10.10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
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SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND COASTAL PLAIN, KOREAN IN MOUNTAINS) 60
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYONDJUNE.
SUMMER
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 12D
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG.16 - SUMMER
AUG. 15- DEC. 30-FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10.10-10 FERTILIZER
Mulch
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH 'PHASE' OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS. INSTALL TEMPORARY
SEDIMENT TRAPS AND TEMPORARY DIVERSION, CLEARING THOSE AREAS NECESSARY FOR
INSTALLATION
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
COMMENCING CONSTRUCTION.
4. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET,
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM
ENTERING THE DRAINAGE SYSTEM.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
7. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NCDENR.
& UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR, THE CONTRACTOR CAN
REMOVE TEMPORARY EROSION CONTROL MEASURES. EDIMENT TRAPS SHALL BE FILLED
ALL S
IN AND SEEDED.
9. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED,
SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS INCLUDING BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
NGDENR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED,
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
AREA (NO SEPARATE PAYMENT).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL S WILL BEPERIODICALLY D WITH AN ADDITIONAL 2
CONSTRUCTION ENTRANCE TOP DRESSED
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS
USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER
5. INLET PROTECTION - INSPECT WIRE AND ROCK INLET PROTECTION AT LEAST ONCE A WEEK
AND AFTER EACH SIGNIFICANT (i 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.
6. SEDIMENT TRAP - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SPILLWAY AND POOL AREA.
7. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (} INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
8. EMERGENCY SPILLWAY PROTECTION -AFTER EVERY HIGH-WATER EVENT INSPECT THE
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHENED BANKS. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP
RAP LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT
VEGETATIVE COVER
COORDINATION NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH BRUNSWICK COUNTY, AND
THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFFSITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES
OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDDNG DIMENSIONS AND
DETAILS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. THE
SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER,
OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES,
HAND DIGGING ANn BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING
UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO
THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR
TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES,
TELEPHONE CABLES, WATER LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING
THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER
ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF
THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL
BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS
SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER O TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFFSITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE
YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AN ALLOW THE
CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
SITE NOTES:
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
2. CONTRACTOR HALL MAINTAIN THE SITE IN A N S MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED
FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
3. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
C DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
5. THE GENERAL (.JNTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
6. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL
TIMES.
7. ALL UTILITIES Ti; SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND
OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION
SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO
DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE.
THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES
AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO
THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1.800-632-4949 AT LEAST 48
HOURS
OU S PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING
UTILITIES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY
BE REQUIRED.
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
14. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND SHALL CONFORM TO
NCDOT.
15. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
16. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE
WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS PER LOCAL
STANDARDS.
17. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
18. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR GUTTER LINE, UNLESS
OTHERWISE NOTED.
TRAFFIC NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY & FOR DRIVEWAY(S) ARE TO BE THERMOPLASTIC &
MEET NCDOT STANDARDS.
2.
3.
4.
5.
TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC
TRAFFIC ARE TO MEET MUTCO (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER
ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS. �..`"'*�
Iz •,
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
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PEI JOB#: 12293.PE

VICINITY MAP
(NOT TO SCALE)
= EXISTING PROPERTY LINE
= SETBACK LINE
= PROPOSED CONCRETE SIDEWALK
= PROPOSED BUILDING FOOTPRINT
= PROPOSED BUFFER AREAS
= OPEN SPACE
= 404 WETLAND LINE
= 404 WETLANDS
= COASTAL WETLAND LINE
= COASTAL WETLANDS
24" CURB AND GUTTER
(REVERSE SLOPE, SEE DETAIL)
BATH
GRAPHIC SCALE
SCALE: 1
lu
•PROPOSED
O WOODEN
N WALKWAY
PROPERTY
BOUNDARY
k'Y rU 7 R` 25
60'R
3'R
3
13 3'R
5'R
m
9' TYP. Rl 3'
81 Ty
3
� 25'
MEAN HIGH WATER
I PROPOSED
s WOODEN
WALK WAY
•�� COASTAL � j �'
WETLANDS��
4
4 A
4 \
y\
r
RPM
�109'R
29'R '
5'
PROPOSED
STORMWATER
POND
CONCRETE
SIDEWALK
i
/ I
PROPOSED
RETAINING WALL
(DESIGNED BY
OTHERS)
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�\•\ WETLANDS (\ 8
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NN
1'R 22' EP-EP BENDING RIVER WAY
PRIVATE R/W (WIDTH VARMS)
09'R �—
/ O
PROPOSED MODIFIED
(VALLEY CURB (TYP.)
S17'54'57"E 527.15'
`-PROPOSED MODIFIED
VALLEY CURB (TYP.)
25' FRONT SET BACK (TYP.) %
O
25REAR SET BACK (TYP.d L
Om
SITE INFORMATION
PROJECT NAME:
PROPOSED USE:
DOCK ACCESS AREA:
RESIDENTIAL AREA:
TOTAL SITE AREA:
PARCEL ID:
APPLICANT INFORMATION
PROPOSED UNITS
HAWKESWATER AT THE RIVER - PHASE 4
RESIDENTIAL
2.59 ACRES
4.66 ACRES
7.25 ACRES
048CA02001
D.R. HORTON
4073 BELLE TERRE BLVD.
MYRTLE BEACH, SC 29579
DIMENSION REQUIREMENTS
FRONTYARD SETBACK: 25' (FROM RIGHT OF WAY)
SIDEYARD SETBACK: 10,
REARYARD SETBACK: 26
BUFFERYARDS
REQUIRED:
IV PERIMETER BUFFER
20' STREET BUFFER
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GENERAL NOTES
w
1. THIS SITE DOES NOT LIE WITHIN ANY DESIGNATED FLOOD ZONE.
1.4
2. ALL PROPOSED EXTERIOR LIGHTING SHALL MEET THE MINIMUM DESIGN REQUIREMENTS AS PER
SECTION 6.6.5 OF THE LIDO.
3. H2GO WILL BE THE UTILITIES PROVIDER FOR WATER AND SEWER.
4. WATER MAINS WILL BE 6-INCH AND SEWER MAINS WILL BE 8-INCH. WATER SERVICES WILL BE
1-INCH WITH k METERS & SEWER SERVICES WILL BE 4-INCH.
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5. ALL RADII ARE LABELED AT VALLEY OF CURB.
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PEI JOB#: 12293.PE

LEGEND:
-- --- 21 -- ---
EXISTING CONTOUR
21
PROPOSED CONTOUR
EG=27.90--_�,
EXISTING SPOT ELEVATION
EP=26.90--__�.
PROPOSED EDGE OF PAVEMENT EL.
PG--27.00-,-.
PROPOSE SPOT ELEVATION
FL=26.50--�,
PROPOSED GUTTER ELEVATION
SW=25.90--�.
PROPOSED SIDEWALK ELEVATION
TC=25.90--,-.
PROPOSED TOP OF CURB ELEVATION
HP=25.75----,
HIGH POINT ELEVATION
LP=24.75----..
LOW POINT ELEVATION
INLET PROTECTION
- LOD-
LIMITS OF DISTURBANCE
- o--Q-¢ -
SILT FENCE
CB 21
INLET LABEL
NOTATION:
DI
= DROP INLET
YI
= YARD INLET
CI
= CURB INLET
DCI
= DOUBLE CURB INLET
MH
= STORM DRAIN MANHOLE
CO
= CLEANOUT
FFE
= FINISHED FLOOR ELEVATION
BPE
= BUILDING PAD ELEVATION
FES
= FLARED END SECTION
24" CURB AND GUTTER
(REVERSE SLOPE, SEE DETAIL)
LIMITS OF
DISTURBANCE%���-�
(TY?a
If
1
CRU9aED �-
Wd - WJ �:
If
�i - i i -• r\ r� --v \ EAN HIGH WATER
/ • 3
� �•.,� � ;, � ,\'� . LINES ____ / I
•
•
PROPOSED
1
WOODEN
WALK WAY
3
3�
S ARTS AT 50
;b ' 10
VEG
§ET•$ACI�
PROPOSED
+ , •\�/
CONCRETE
WALKWAY
I
a �
•
FAIRCLOTH
SKIMMER
\•\'\• \\' \' • ' . : VINYL SHEET PILE V
FOREBAY WALL (BY ` •
-` OTHERS) CONFIRM WITH \•\\\\\•
- ''STRUCTURAL ENGINEER\• \
9 5b'STORMWA
\ 1) X\�;\ BUFFER
i
T POOL
-ELEV. =
TW�16.Oa 7,/
El
47
PROPOSEDOf
i
,DIVER/SIRONN DITCH
I Titer19
! \
=16.w
m,>
PG--24.a2 G 1
SS------ S
- • •
EASEMENT
CONSTRUCTION
ENTRANCE
0iTa:>lii�C1
\\\X.V � • • \ ti SILT FENCE
\\ cryP.)V.
I
\' 4
AfiER 2
- 1
EMEPIT\ -� 11PROPOSED
_
TEMPORARY'__- -
D[VERSION DITCH
Q`
-��
G--23 25�
G--22.7/1 V
G
=23 h I
PG-23.82
S
LIMITS OF \�
CONSTRUCTION
5.83ACRES rj>
zc
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EXIST G PUMP /
STATION
C15 p / \ �J SS
INV=23.16
PERMANENT POOL LINE/CURVE TABLES:
LINE TABLE
LINE
BEARING
DISTANCE
Li
S19'1a1YE
17.38'
L2
N46022WOE
9.44'
L3
N68*OZ11'E
30.94'
LA
N72"16'570E
11.0
L5
N3rS928"w
108.32'
L6
N29037Y2"W
13.21'
L7
N30"05'03"W
023'
L8
S84°2175"W
14.6a'
L9
S30"5a52'E
1'M "
CURVE TABLE
CURVE
LENGTH
I RADIUS
I CHORD
DISTANCE
C1
42.15
1 209.W
I N25"05TM
42.W
C2
13.33'
1 6.33'
378°68'550E
11.w
C3
929'
24.W
Wr10`16'W
9.24'
04
10.W
5.8T
N160W41-E
9AW
05
16.w
76.21'
S220ST561E
16.W
C6
10.31Y
19.36'
N3W40'02'W
10.18'
C7
37.74'
92.Or
N60"2VS7"W
C8
28.10
67.55'
N85"39'16wWC9
JEJ
1fi.09
7.81'
327°2T52W
STORM SEWER TABLE
From
To
-Length
Material
Pipe Size
Slope
Inv. Down
Inv. Up
Rim Down
Rim U
ft
in
%
ft
ft
ft
ft
JB 1
FES 1
24
RCP CL. 111
30
0.45
3.54
3.65
3
8
CI 1
JB 1
231
RCP CL. 111
30
5.35
3.65
16
8
23.98
DCI 2
Cl 1
83
RCP CL. 111
24
0.46
19.7
20.08
23.98
23.94
Cl 3
DCI 2
118
RCP CL. 111
15
0.44
20.08
20.6
23.94
24.57
DI 1
Cl 3
188
RCP CL. 1111
15
0.45
20.6
21.45
24.57
24.2
C14
DI 1
72
RCP CL. III
15
0.72
21.45
21.97
24.2
24.9
C15
CI 4
40
RCP CL. 111
15
0.45
21.97
22.15
24.9
24.9
DI 2
JB 1
150
RCP CL. 111
15
0.45
4.53
5.2
8
.
8
Cl 6
Cl 1
95
RCP CL. ill
15
0.46
19.44
19.88
23.98
22.76
Cl 8
DCI 2
25
RCP CL. III
15
0.44
21.08
21.19
23.94
23.94
CI 7
CI 6
28
RCP CL. III
15
0.45
19.88 1
20.01
22.76
22.76
rmuvlut i-rvv I ziumv IN ALL L:UKt3 INL.t I AND DROP INLET STRUCTURES
RIMS SHOWN ON PLANS ARE EOP AT INLET LOCATION
- NOTES:
1. ALL CONSTRUCTION WITHIN THE RIGHT OF WAY SHALL BE DONE IN
ACCORDANCE WITH BRUNSWICK COUNTY STANDARDS AND
_� YV W W VJ-'�1��� -gE - *" -- __ lh ��- Vd W Ill _ SPECIFICATIONS.
/ T -24 2. THE CONTRACTOR
iNv at'10�' STORM DRAIN INLETS TO PROTECT THE SYSTEM FROM COLLECTING
f INV�21,_-�17 � n �n�-- -_- SEDIMENTATION DURING CONSTRUCTION. INLET PROTECTION SHALL
2C ?�`= S� -ma^uw. c -^ -_- sZ- REMAIN IN PLACE UNTIL THE PARKING LOT IS PAVED.
WET DETENTION / SEDIMENT BASIN NOTES: "S �,, _ 25- 2 J S \ -� �`''1-,- . _ = _- = = - -
1. THE PROPOSED WET DETENTION POND SHALL BE USED DURING /�--� -ZS - 3 ALL PROPOSED SPOT ELEVATIONS VATISS NOTED
ARE PROPOSED EDGE OF
/� � � PAVEMENT ELEVATIONS, UNLESS NOTED OTHERWISE.
CONSTRUCTION AS A SEDIMENT BASIN UNTIL THE SITE IS FULLY / -' -
� N � 4. ALL ROOF DRAINS SHALL BE DIRECTED MfrO STREET VIA GUTTERS,
sTAB1uzED. / \
I I LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF
/ / ° �� NECESSARY. NO ROOF DRAINAGE SHAD. DISCHARGE DR
PROPOSED DEPTHS OF THE WET DETENTION POND AS ILLUSTRATED THE WET DETENTION BASIN. CONTRACTOR SHALL COORDINATE
WE WITH
2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE
ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTION POINTS.
ON THE PLANS AND INSTALL THE PROPOSED OUTLET STRUCTURE.
ONCE THE OUTLET STRUCTURE IS IN PLACE, THE CONTRACTOR 5. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED MEET AEA
GRAPHIC SCALE REGULATIONS. CONTRACTOR SHALL CONFIRM GRADES BEFORE
SHALL IMMEDIATELY INSTALL THE SKIMMER TO THE PERMANENT G 20 40 an D PLACING PAVEMENT OR SIDEWALKS
POOL DRAWDOWN ORIFICE. SCALE: 1 n=40' 6. THE CONTRACTOR SHALL USE EITHER RCP (CL 111) OR HDPE PIPE FOR
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL THE HDPESTORP DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO
SEDIMENT FROM THE BASIN AND ESTABLISH THE FINISHED GRADES USE HDPE PIPE, IT SHALL BEADS N-12 -12 ST F M PIPE FOR PIPE
DIAMETERS 12" OR LARGER AND ADS N-12 ST FOR DIAMETERS 4•-10'
OF THE PROPOSED WET DETENTION POND. SPECIFICATIONS.
APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER
SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO
PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED FLOATAMON IF HOPE PIPE IS CHOSEN.
SEDIMENT REMOVAL ELEVATIONS DURING CONSTRUCTION.
7. WETLANDS EXIST ON THE SITE AS DELINEATED AND APPROVED BY
THE U.S.A.C.O.E.
8. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE COLLECTED
AND CONVEYED TO THE ONSITE STORM WATER POND.
ECEIVEIN
MAY i J 2JA
BY:
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PEI JOBM 12293.PE

LEGEND:
- - 21 -- ---
EXISTING CONTOUR
21
PROPOSED CONTOUR
EG=27.90--_�.
EXISTING SPOT ELEVATION
EP=26.90---__�.
PROPOSED EDGE OF PAVEMENT EL.
PG=27.00--__�,
PROPOSE SPOT ELEVATION
FL=26.50--_�,
PROPOSED GUTTER ELEVATION
SW=25.90----,.
PROPOSED SIDEWALK ELEVATION
TC=25.90--,-.
PROPOSED TOP OF CURB ELEVATION
HP=25.75-1,
HIGH POINT ELEVATION
LP=24.75-----.
LOW POINT ELEVATION
n
INLET PROTECTION
- LOD-
LIMITS OF DISTURBANCE
- --D_ -
SILT FENCE
CB 29
INLET LABEL
IMPERVIOUS AREA
DRAINAGE AREA BOUNDARY
NOTATION:
DI
= DROP INLET
YI
= YARD INLET
CI
= CURB INLET
DCI
= DOUBLE CURB INLET
MH
= STORM DRAIN MANHOLE
CO
= CLEANOUT
FFE =
FINISHED FLOOR ELEVATION
BPE =
BUILDING PAD ELEVATION
FES =
FLARED END SECTION
24" CURB AND GUTTER
(REVERSE SLOPE, SEE DETAIL)
S7, i i i
i i i i i i i j\ 0 \ ►MEAN HIGH WATER
LINE`_
r7 \\,�'\��:\\'�\ i.50'STORMWATER
i i i i i i i i i. \'\ r /- - BUFFER
\,\\\' ' .\\.�: i i i , ��� ` E,, / � 4
\;\\ ZI
DA: 0.53 AC�
VALUE:
i i i i i i /, / l✓ STORMWATER POND7 i i :o` �\_J r
C­VALUE: 0.>342�,�_-
ul
IL
\? \�r6 � ! oat
) w WA
CI3_
f 4DA: 0.17 AC
`C-VAL/UE: 0.74 0 DCIB
DA: 0.62 AC
/ \ C-VALUE:0.60
DI \
1 t DA. 0.27 AC
r C VALUE: 0.85 O
Jv \\
( �J
' C15-
m DA: 024 AC 4\ %
DI, N ( C-VALUE:0.62 r
\� 05 ( %
1 C14
awSNEnI
DA: 0.03 AC::�
C-VALUE: 0.72
iNV=21.17
1� �4
4Y
kk
D2 10-
7
--
--i2-
\\ ,
C16��-
OA 0.240
C-VALUE:
�� 4f
C17 ;
l i
f lI
Z
ZV !ri
CI 7
DA: 0.80 AC
z O
tom!
C-VALUE: 0.54,
f ;t-
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1•-- `,
J
W 14 i - Vr --^ -2�[f _ 44' Vt
- rn� rW�
-24
INV-21.10
N� __��._ �'---SSW' _= ut.�_ � .GS YJ-) •
r
GRAPHIC SCALE
SCALE: J1 "--40'
V
5..3(
POND DRAINAGE AREA =
276,065 SCL FT.
STORM SEWER TABLE
From
To
Length
Material
Ifte Size
Slope
Inv. Down
Inv. Up
Rim Down
Rim U
(ft)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
181
FFS 1
24
RCP CL. 111
30
0.45
3.54
3.65
3
8
CI 1
1B 1
231
RCP CL III
30
1
3.65
5.96
8
23.98
CI 2
CI 1
83
RCP CL 111
24
0.46
19.7
20.08
23.98
23.94
CI 3
CI 2
1 118
RCP CL. III
15
0.44
20.08
20.6
23.94
24.57
DI 1
CI 3
188
RCP CL III
15
0.45
20.6
21.45
24.57
24.2
CI 4
DI 1
72
RCP CL 111
15
0.72
21.45
21.97
24.2
24.9
CI 5
CI 4
40
RCP CL III
15
0.45
21.97
22.15
24.9
24.9
DI 2
1B 1
150
RCP CL III
15
0.45
4.53
5.2
8
8
CI 6
CI 1
95
RCP CL III
15
0.46
19.44
19.88
23.98
2276
DCI 8
CI
25
RCP CL 111
15
0.44
21.08
21.19
23.94
23.94
CI 7
C16
28
RCP CL 111
15
0.46
19.88
20.01
22.76
22.76
- FKUVIUE 1+UQr SUMP IN ALL CURB INLET AND DROP INLET STRUCTURES
ECEIVE ?,
BY:
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C.3*1
PEI JOB#: 12293.PE
Y

STAKEOUT POINT
ASPHALT CONCRETE STEELENCASEMENT
6" CONCRETE CURB INLET PIPE LOSE END WITH 8"
° �70' (STD. 840.03) BRICK MASONRY
° a n ' CARRIER PIPE
a4"
MOD. VALLEY
12" d° CURB & GUTTER SLOPE TO DRAIN
FORM GUTTER TO
MATCH HOOD 2" WEEP
30'R T 30'R 5' S' CARRIER PIPE SUPPORTS HOLE
6 6 /\\/\\/\\/ SIGHT SIGHT ARE TO BE PLACED AT
TRIANGLE TRIANGLE T
� //\ COMPACTED SUBGRADE TO 20' 2' 2'-6' o 0 12' 3 UNITS PER JOINT OF PIPE
/i ��i ��i �i 95%STANDARD PROCTOR 1 12• ELEVATION VIEW
LENGTH OF CASING PIPE SHALL EXTEND FROM DITCH LINE TO DITCH LINE, 5 FEET BEYOND TOE OF ANY SLOPE AND,
TYPICAL STREET INTERSECTION WHERE NO DITCH LINE OR FILL SLOPE IS PRESENT, A MINIMUM OF 10 FEET BEYOND ANY EXISTING EDGE OF PAVEMENT.
ASPHALT TO CONCRETE PAVEMENT TRANSITION CONTRACTOR SHALL TRANSRIONFROMMOD.
NOT TO SCALE NOT TO SCALE MAINTAIN EDP & TRANSITION VALLEY CURB & GUTTER TO Uj
THE GUTTER LINE FOR CURB MATCH CURB INLET z
INLET INSTALLATION INSTALLATION \� ��j\y�\/� \� \ O
SPIDER SUPPORT AND /\i�/ \\// STEEL ENCASEMENT >
Lu
50FTRW CURB TRANSITION DETAIL SPACER j\ \ jam\ PIPEIt
NOT TO SCALE
12 2' 22' 2' 12'
V-0" 5' MIN.
SLOPES=VARIES 3:1 MAX V4' PER FT 1/4' PER FT 1/40 PER FT ffa• PER Fr SLOPES=VARIES 3:1 MAX MIN. FLUSH W/ MIN. ASPHALT CARRIER PIPE
TOP WIDTH z-m Z ( 7
MODIFIED VALLEY 764BM208
RFACE 6' ABC UNDER (n
° SECTION VIEW
CURB (TYP.) . BASE CURB (TYP.) a d a ' 4' FREEBOARD O ,_^
' 4�.E-4 10%SETTLEMENTSLOPE aPE"a . e ° FLOWTYPICAL ROAD CROSS SECTION e . ' ' ` d frMlKLANESPAVING - ONE ORTWOa . , n .. ° a7:fPROTECTED
.......AREA
W/ MODIFIED VALLEY CURBING ° ° a """ fr W
NOT TO SCALE
P�
CARRIER 3' MIN. BELOW SUBGRADE
TEMPORARY DIVERSION DITCH
3' MIN. PIPE
TURNDOWN SIDEWALK HANDICAP RAMP \" �//�
NOT TO SCALE NOT TO SCALE /\� / /�\` \/ �` /� ` / i Z L`
/ \
2" S9.513 SURFACE w
J
D� U
tW � COURSE
6" NCDOT CRUSHED STONE AGGREGATE
BASE COURSE 100% ASTM D698
/ /// //\//\/� `\� NOTE: REFER TO PLANS BRICK CARRIER PIPE
\�X//: /\\' l�\i\ i \i\�7\\i. COMPACTED SUBGRADE ` FOR LENGTH OF STEEL CLOSURE STEEL CASEMENT F T 1 U
PIPE w 2
u \ 12:1 MAX CASING PIPE 0
100% ASTM D698 TO PAVEMENT 'CURB rn
12 DEPTH r �• PROFILE VIEW 2 r• o 0
N
N
SECTION A -A BORE AND JACK DETAIL ii " PAVEMENT SECTION A z 0 � Oo
NOT TO SCALE NOT TO SCALE
10:1
-w.CJ�k
3
0.
o z
A\ / 1T 0 C5 CN
Lo
61
o ° o
¢a ss�sx "JW� COMBINATION STRAIGHT AND
COURSE
LEFT OR RIGHT TURN ARROW a
6- 24' WHEELCHAIR RAMP (DROP CURB) zY
24" CURB AND GUTTER NOT TO SCALE RIGHT OR LEFT
(REVERSE SLOPES STRAIGHT ARROW TURN ARROW �
NOT TO SCALE
84•' n
t4
0
2'-0'
'r I
1'-0•Tl'-0. GENERAL NOTES: 14' 14• R40 m r
T-- CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 �e
11�1' LLJ'
l FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY 4 <:(l z
SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES D.S. MIN a °' _ J
6" `c�� AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO D>acMax r sr 1r-YI.
PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY P { w � a
`D THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH N 'r
"` JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE IOR4 E °� ii e-0 C%�
s.:�r" . >y f.,, >y 1s. ~ 6' AGGREGATE BASE COURSE " "
+s.• i UNDER CURB. OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8 X 6 MEDIAN CURB SHALL BE narERw eACKFLL �j �j
x� '•" ."N r �' FILLED WfFH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS u
AND ADJACENT TO ALL RIGID OBJECTS. COMBINATION LEFT AND
U
STRAIGHT AND RIGHT TURN ARROW
MODIFIED VALLEY CURB �� '����. . "- �=r l
;T F CLASS
I
NOT TO SCALE CONCRETE ;µ is Da U W rTl FT'j�'
PMw.6i'i^i.. s•MIN. �j T I!1`F�YJyj11 �WN1 rI_''•1
CLASS "A" CLASS "B" COMBINATION LEFT F+i H
10' SKIP LINES AND RIGHT TURN ARROW M
YELLOW OR WHITE W t0 uj LL LL U
GORE LINE 11`_ , zO
CLASS®�® W a
WHITE ��0' I.II OR III H IA OAR" H Of
SACKFU "ApffLL /- 4~i O
DIAGONAL LINE �40�� ,¢- g z
EDGE LINEJ D14 "3
Dw 2' MINI -SKIP LINES a o z o
YELLOW OR WHITE YELLOW OR WHITE lanes., O O U di 3
YELLOW OR WHITE CROSSWALK LINE m I? 1�" e� Azµ rr; ORM
d'MN. , Z as w W a ¢ W _
"' GENERAL NOTES z a 8 a LL a o woo U
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR F�-1
-PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO I SEAL
TURN LANE LINEJ 13 CLASS licit CLASS "D" ENCROACH INTO INTERSECTION AREAS. 'GAR"•
WHITE 15 -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING ......... O
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION S
WHITEt STOP OR TRANSVERSE BAR
JOINTS UNLESS APPROVED BY THE ENGINEER. 'y
r
$N0Dl APPLIES
WHBK two VIUM AM 8�'J11FD. THE FIRR BEDDoN o DEE AILS c%
m wmPLIES FOR A 'NORMAL• wIDIH uNE THE sEcorro �T� `2�. '•. lS,l C� ( J
CENTER LINE N WORT APPLIES FOR A VW IMF- 'IeDE' U S ARE F�•1 = o ' ..I°lyV ti, �
*B DI3WM IN X PIANs, OR WM PAVEMENT MARKINGS
Dffm BY 11E ENgm cll�
ARROW SYMBOLS
YELLOW WHITE
NOT TO SCALE `.: ,i - 20I3
PAVEMENT MARKINGS
8Y: I C - 5.0
LINE TYPES
NOT TO SCALE �T
F•�-1
PEI JOB#: 12293.PE
f

ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
NCDOT #5 OR #57
WASHED STONE
A
FILTER FABRIC J N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP —RAP SCHEDULE
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
OUTFALL
30
10
7.5
7.5
FES 1
18
10
4.5
6
Kir-KAI"' XI-"KUN
NOT TO SCALE
STAKE TO SUPPORT WIRE
�4(�
STEEL POSTS
TOP WIRE TO PREVENT SAGGING
COIR EROSION CONTROL BLANKET
(5-10% OPEN SPACE)
-I I I_I I I -I I I r
, , I I I, ,, I 11, , 1 _I
I— BOTTOM EDGE TO BE
TRENCHED OR SECURED
WITH STAPLES
NOTES:
L INSTALL POROUS BAFFLES IN SEDIMENT TRAP AS REQUIRED
2 INSTALL ONE CONTINUOUS PIECE OF FABRIC ACROSS THE ENRRE MIN -DO
NOTSPUCE
[resigned Per NCDENR Erosion Control Design Manual (6.65)]
Requirements:
Inlet:
35% of Surface Area
Chamber 1:
25% of Surface Area
Chamber 2:
25% of Surface Area
Outlet:
15% of Surface Area
TSB #
Surface Area
Length
Width
In et Area
Chamber 1
Chamber 2
Outlet
Bade #1
Sells #2
Bafle #3
(SF)
(FT)
(Fr)
(SF)
Area (SF)
Area (SF)
Area (SF)
(Distance from End) 0''O
(Distance from End) (FT)
(Distance from End) (FT)
TSB #1
12,737
195
65
4,458
3,184
3,184
1 1.911
1 49
1 49
L 49
POROUS BAFFLE DETAIL
NOT TO SCALE
e ?Orr (4) FASTENERS REQUIRED PER SECTION, (2)
TOP AND (2) BOTTOM, SIGN TO BE MOUNTED
WARNING TO RETENTION POND FENCING. HEAVY DUTY
TIES TO BE USED
€c DO NOT ENTER
NO SWIMMING RADNSCORNER(S)
GENERAL SPECIFICATIONS:
.080" SINGLE FACE FLAT ALUMINUM DOUBLE PANEL LINEAR WALL SIGN WITH VINYL
GRAPHICS IN COLORS AS SHOWN
COLORS:
BACKGROUND -GREEN (TBD)
LETTERING - WHITE
RETENTION POND SIGNAGE
NOT TO SCALE
}' WIRE MESH
coBOX
NIG
19-GUAGE HARDWARE CLOTH
MESH OPENING
16-18 INCHES OF
NCDOT #57
WASHED STONE
NOTE:
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
Gy!I"VI
SECTION A - A
5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
rLANIN VICVV
NY MIN.
6" DIVERSION TO DIRECT RUNOFF FROM RIW
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
ATTACH SKIMMER TO THE LOW LEVEL
ORIFICE (EL. = 6.00)
DRAWDOWN VOLUME 6" FAIRCLOTH SKIMMER (OR EQUAL)
MAXIMUM LEVEL OF SEDIMENT COLLECTED EL. 14.75 TO EL. 12.(*
CLEAR BASIN WHEN THIS LEVEL IS REACHED. ORIFICE DIAMETER =1.75"
(SEE DETAIL)
-� I- - - - - - - - - - - -- - - - - - - - - ---- - - - - - - - - - - - - - - - --- -
-II II
— — — — — — — — — — — 7' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY)
=I— "----- --
FL3.5' MAX SEDIMENT DEPTH
BOTTOM ELEVATION =-1.00 11
' —III IIIII iIIII IIII IIII II�III III �II�IIII III III�IIIII�II�II�III I�I� II�,III=
STORM DRAIN OUTFALL
SEDIMENT BASIN DETAIL
NOT TO SCALE
SUITABLE PLANTS
WET DETENTION POND PLANTING
PICKERELWEED (PONTEDERIA CORDATA)
CONTRACTOR TO INSTALL ON THE 10:1 SLOPED
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SHELF, EQUAL NUMBERS OF EACH
SWAMP ROSE (HIBISCUS MOSHEUTOS)
OF THE LISTED SUITABLE PLANTS. WRING
BLUE FLAG (IRIS VIRGINICA)
INSTALLATION, GROUP SIMILAR SPECIES OF
CARDINAL FLOWER (LOBELIA CARDINALIS)
PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN
A CHECKERBOARD PATTERN.
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
10:1 SHELF 6" ABOVE & 6" BELOW PERMANENT
POOL PLANTED WITH SUITABLE WETLAND
_ SPECIES OR VEGETATION.
11—III= 311
—11 za POND
r 1 I -
POND SIDE SECTION
NOT TO SCALE
P.ELFOREBAY-6.00 OVERFLOW EL. = 7.50 —
_ TEMPORARY POOL EL. = TO —
_ 1.5" RUNOFF STORAGE EL. = 6.90 _
'— PERMANENT POOL EL. (NORMAL WATER SURFACE) 6.00uj
_
CL
IS
Alt itorl FOREBAY MAIN POND 3
a 1Jj
BOTTOM EL. FOREBAY = -1.00 POND BOTTOM EL. = 1.0 1'OF POND DEPTH IS FOR
FOREBAY IS DIVIDED FROM THE SEDIMENT STORAGE EL. = 0.0 SEDIMENT ACCUMILATION
MAIN POND BY A SHEET PILE PER OWQ POLICY
POND - FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
TO LOW LEVEL ORIFICE
FAIRCLOTH SKIMMER DETAIL
NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
VEG SHELF
10:1 SLOPE TYP.
AROUND POND
RISER SPILLWAY RISER
(SEE OUTLET STRUCTURE
DETAIL)
-------
tT
TOP EL. 8.00
EMERGENCY SPILLWAY
TOP OF RISER = 7.5
(4%4' GRATE OPENING)
5' WEIR SECTION OPEN —
ON 3 SIDES OF STRUCTURE
ELEV. = 7.00'
2" SCH. 40 PVC—
DRAWDOWN ORIFICE I �
z
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VARIES AS DIRECTED BY ENGINEER (6 MAX.)
TOP STRAND MIN. STAY WIRES MIN.
#10GUAGE� "-,J- #12-1/2GUAGE
BOTTOM STRAND MIN. #10 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
STEEL POST
GROUND LINE
N
O
a
w
RE
6"
FILTER FABRIC
FILL SLOPE
//��//�� L-
FABRCRSKIRTR
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 114"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
�REINF076CONCRETE BOX
L POOL EL. = 6.00 I / (1) 18" CULVERT
i / I
I / �
I �
y �6„
6" EXTENDED
f-6' X 6' (APPROX.)- ) BASE
3•
/ POND OUTLET STRUCTURE SECTION
NOT TO SCALE
OUTLET PIPE
(1)18" RCP (CL.111)
INV. UP = 5.5
INV. DOWN = 5.5
SLOPE =0.0%
if IE
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- OT�C'iNE�''�PJ.
C-5*1
PEI JOBM 12293.PE

NOTES; z
NOTE: om aM2 of aDe eP1, AND GENEOL
USECLASS B CONCRE E TiWD D q r. 1oco
< X PAWIN ALL GTCN SASINS BFEN S'-G' IN MPTM WIN STEPS 12- ~ �
1. STRUCTURAL DESIGN OF END SECTION SHALL CONFORM z �a4
„ X r, 1 , woo w ON LEXTNR. IRE BIEPS MUCH COUPLY WIN SIC. DRAWING BE0.08. F
X WITH THAT OF STANDARD REINFORCED CONCRETE. r'mw OPTIONAL CONSTRUCTION - MONOLITHIC POOR, 2" WMY, ON H W OOMEW AT
�. m0 X-4 7 :, ;.. r : :. r :;. yy 12- CENTERS AS DIROM BY THE ENGINEER.
W MZ-I eee-xfff> Y n. A Y L - IRE FOMB FOR TIE W6IRCRGM OF THE BOTTOM SLAB. 000 m
Ld ION a>. , m.. -- - a ":° IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM STAB OF RDA, AM TO WkS W Q LL=
Q W PIPE WALL UNIT zxiocO B UKAS HOWNrm ON M. NO. -W 0 Q o"
'? _ _ _ _ B• .y'e S• x If°E 7YPE "E'. •F° N1D 'B' (RATES uILE88 OTMEBRSF INOIGIFD. hx Z W
o DIAMETER THICKNESS SLOPE B C D E WEIGHT opm'r" o P4R e'-o IN HEIGHT GR LESS USE e• FALLS AND NOTION BNB. OPEN w=0
,yZ , e.: '. ::..°... S-NY' TO 16'-0" IN HEIGHT ONE B. NRLLB AND BOTTOM °LAB. ABIIRT 00y�
DD MMRTIE° ACCORDINGLY.
12 2 1/4 3:1 24 49 73 24 730 --1 CONSTROUT WITH PIPE GONR MTGHINB. zF>
15 2 1 /4 3:1 27 46 73 30 910 yz PLAN x.. - :.be BEE Mum OFNFER ALL E POSED CORER 11. 00
TOP ELEYATIOM SECTION X-X oRAWINO x2r TO smu.
18 1 2 1/2 3:1 1 27 46 1 73 36 1 1190
21 2 3/4 3:1 36 37 73 42 1370
. u .aB srEPs - sD. No. B4a.Bs
PLAN 24 3 3:1 42 31 1/2 73 1/2 48 1770
27 3 1 /4 3:1 48 25 1/2 73 1/2 54 2130 O z TOP ELEYATI
D cc
-- E -I A ,L o
z
C B 30 3 1/2 3:1 54 19 3/4 73 3/4 60 2380 ro_ r j E -1 B :� x ° G B 'z' m a p
33 3 3/4 3:1 60 36 96 66 3870 ;
•ml N 1 SECTION Y-Y B :'v: °+. °�
36 4 3:1 63 34 3/4 97 3/4 72 5320 IR D ? D o Cs >
C O O LU
nim NE. � to °� ¢ � �
+ 42 4 1/2 3:1 63 35 98 78 5920 �' a
�+I A t9,1 O _ - s• ": y''.;.'".. 'r, p O ¢ DIMENSIONS AND WEIGHTS: NOMINAL DIAMETER AND MINIMUM
ZZ WEIGHTS FOR ALL CHAIN LINK POSTS, FRAMES AND GATES SHALL
w SLOPE lI 48 5 3:1 72 26 98 84 7470 -p o SECTION J-J da'r.:?:_^':>- < W 2
< Fw y 1- F• BE IN ACCORDANCE WITH THE FOLLOWING TABLE:
a F-1' ° ''> NHmE 70' TO 8B' PIPE 18 U9E0 r :.::. m W _
a 54 5 1 /2 2.4:1 66 34 100 90 8810 � .: eEE 1 SECTION r-r
RIP RAP m O mum �• TO °*• KPE IN USED x � � OUTSIDE DIAMETER MINIMUM WT. PER FOOT G1
> z MERE S0' TO NO- PIPE m USED .mi ti USE AND SECTION
0 60 6 2:1 60 39 99 96 11180 Oo aismf. Z N NOMINAL LBS. (�
N r vAWIEB ' - END CORNER AND PULL POST R-n
. 7 2:1 7$ 21 99 10$ 1398D Z O _ _ _ _ _ _ _ J P'9 T J Z V UBULAR FABRIC HEIGHTS. 6'0' 2.375 3.65 l N
O O O O O O ;0 B r _ AND LESS: ROUND
Ono 000000 )0Ono O DIMENSIONS IN INCHES WEIGHTS IN POUNDS
e.
OVER 6'0": ROUND 2.875 5.79 Z
SEE SHEET 2 OF 2 SCOUR PROTECTION °.y ° INTERMEDIATE POST FOR FABRIC 190 272 LO
FOR DIMENSION TABLE NNERE 42• TO Be PIPE IB uBm ?;- - HEIGHTS (TUBULAR) 6'0-AND LESS 1�
�FY r'.,. -J aaJJ
2D' U 1 OF 2 SOP NY ESR R NY ( P� PLAN s1EEr T of z Fes, u
84D.02 ��"0211 OVERB'0" 2.375 3.65 1-�
SECTION X-X RAILS AND POST BRACES 1.66 1.36 O H d
GATE POSTS FOR NOMINAL WIDTH FT'1 W
OF GATE SINGLE OR ONE LEAF OF 2.875 5.79 W, hM+l
DOUBLE GATE WIDTH 6'0. OR LESS: 4
ROUND h4
FLARED END SECTION - OUTLET 13WORLESS: ROUND 4.00 9.10 n ,r u
m B L 6 6" 'Wi 6" zo F- /•��
NOT TO SCALE H N-1 Y 13'0" TO IWO': ROUND 6.625 18.97 F+y
yy 1<R' z - z 1 " CLfl. TYP. - z QaQ3
D40 WI = #4 REBARS TD e. #4 REBARS ZIro OVER 18'-0" 6.825 24.70 O C'n
ro,n cc -_---- LLN"F0U' GATE FRAMES 6'0"ORLESS IN a
mz xy pp�=z HEIGHT 8YY OR LESS IN WIDTH: 1.660 1.806Nt
?
=mZnm THE PATTERN OF THE ^:'o' . uI.jUw r ROUND Z
C3 ZZ xm�p I Iv aD I I. io KNOLL -OUT °'`•'". Q r 10. GATE FRAMES OVER 6'0' IN HEIGHT W
m Oy Z,y'OrT I I . ,,., I " I ,-r ." :o.' . Fx ZW 1.90 2.72 -1
O y "+�. n, O Ny :. 1 3n 1¢3 I PANELS ARE SHOWN ' °. : " .. v m t-- LL O J OVER 8'0' IN WIDTH: ROUND ()
<; 4 43" NOTE: USE TYPE "E•. "F' AND 'G" GRATE < O DD I 6 I I ` ¢d FOR ILLUSTRATIVE ¢ O y q¢
t. a P P f,. "'R'zD I N : > I I > PURPOSES ONLY. " : n ` °
UNLESS OTHERWISE NOTES. •� > n .v. • - ' .v ° .' - t N
P200 '".,( nE�R70 ,�-i 3n I n N 3 I�>
Qvm�� r� ° LLJCO~ m� ' q5 REBARS 12 ) ( gSnREBARS .:. °, :u:.. -.o ;e:.o,::: p .o D•in
Pm-1oyC=A s = WmLLx' z CE_N_TERS jTYP.a .. 12 CENTER °: ° :'°'. S . . A'. °.' o . �'.o,'°`.. S `. .:t , Wp V
1 1 M,s" E-00 .e a- _:- _ V ':o•.' °'. ° ,%y
-�1 Fes"- Q F N'-' .'v' :: v •..o' v ':. v •.
z„xo14� "NSIDE
N N mh¢U.$ ::SECTION 'A -A' iO SECTION 'B-B' iO ° P. °''.o- °- "_ p.. ,.t. 01 : 29 1/4 CNiE61UM- LL sopTxom _ BM po',rr_n= D .. ''� .. l z Fl
A o A ALIGN FRAME , 1$" g.�, B °'' ' : NOTE: _ roa y TlciON
eco.. t" YINNO WAFFLE BOXES WILL BE ALLOWED IN HTE CITY RIGHT-OF-WAY C yz `AI m cLR.(TYP) OR EASEMENTS UNDER ANY CIRCUMSTANCES. ALL STRUCTURES Ir d-
rraleN - Y
TT p o A #4•R BARS A C 1" YIN. j C LINDERTRAFFIC SHALL BETRAFFIC BEARING. THIS INCLUDES LL V ��0 O ti N
B SECTION . w SECTION . NN -rl cc 1 y 4 i!+ ° CLR (N 4x4 W4xW4 DRAINAGE STRUCTURES IN PARKING AREAS AND DRIVEWAYS. W Z Q 4 O O ; Z U o U
,-I x WWF (LAP #5 REBARS 0 12 '-' F 3 c
O O m iZ W#F 6 ON CENTERS (HORIZ. 3 07 _
AZI
y T m FRAE,GRATE, IL HOW ASS'Y a * O Z ✓A t (USE WITH �\ pQ W LL. m c �- 22 24 29 1/4 N 00 a
c r1aN J I ¢ G .za y -1 = TO KEBABS) 6 VERT.) 2 -1 29 1 /4 > 0 z 23 3/4 y\�' W Q
WI _I LL O 3 0 1*I t3 0 4' X 4' a LARGER p 0 LL z 0 C-= Sn / W 'pO Z., " y
w _ o B e : ': °' DRAINAGE STRUCTURES a
: S .. , .-. . qq O
mPC
- -4a"i o n ,Lr 6" D TYPICAL) :o. O N p vi C� 0 1 5/16 . ai O U
zw D@ _ _ _ ' Im- WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW ': :. z O DD Z
yy m O a ':." o":.
-R Zp N -K a _ _ 144* t *• m N 8° L` 6° 6" 6"
>9 L M r 'A O :..A; . ° .:..o. oA . °:.:..o °:.:..,°'. 1m-N ~ O USF 4190 4623
9 M p NY{i10N M ---+- Z 0 '" n• 1" YIN. CLfl. 1„ MIN. CIR. ?' ` :o .' °' ` ':o'.' °' ':o'.' P. `'.u•.' ?' G7 a Z v
O� _ t ` H p 4x4 W4xW4 0 - .:,v'.:;?' :..?,:: 'o' o',::'?' o'.:b :r, o',:;. Z 2� 3 4 NOTES:
o L F'ti mO.m C 9 ° W o WWF (LAP �_�o;'° O'o.a.0.o.e.°,'-•o:n`.0;0,:>: W W / A W
D D 4x4 W4XW4 J WWF 8" Of > o, o... °. ::... ° v ... o. v o. W
np I J ) aWOrsor - al m w9 m WWF (LAP WWF m TO REBARS) o':: ;v :.-a':;o :.-v':'o• :..o' ::F :.o ':. d 1 1/2
x Zp ,- " " 1,.1 W W 8" ONTO REBARS) ° ¢P < . e,•o'?•. °.'.o.•" ' °'-o.•"-' 0'0.'•'"- 16 3/4 1- MATERIAL: ASTM-A48
= 64s O m a BS > 05 RE,. <':: ': ,. <'::.:' ,. < ::: -- CLASS 356 GRAY IRON.
O m >ELMS
R e" R I #5 KEBABS 12" r p' :. o :, o' :.. o :: o' 2- FRAME WT. 125 LBS. APP.
"1P -_ _.-- _ W ¢ ° 12 CENTERS e: �.o .:.'. '.°..:...
E-T p 9 t = t W O CENTERS (TYP.) TYPICAL ¢ 3- GRATE WT. 115 LBS. APP.
°e
z { g t• " S a :o.::>..;-.:., .:.,.,: <,.: �- L`' U.S. FOUNDRY & MFG. CORP.
" a T41L•" - Ems' 2 ' I SECTION 'D-D' ro SOLID WALL ISOMETRIC VIEW BHT' IF 2 22
�1 840.45 SECTION C-C a 840.45 MEDLEY, FLORIDA
SECTION -IOC tY'-11 " 24
CERTIFICATION NOTE: USF 4190 FRAME & 5259 GRATE
t DF 2 coos �rAt><oll SECTYON - n 8 T I t" a OF 2 CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED 29 1 /4 "" °' DBBSM 1 8'�=1' M. 3/9/98
$40"03 NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING A4030 �' ® rT,
W
O
o GENERAL NOTES: z r l
O-mO OPENING SHALL BE •L' OR 'IN' + 1'-0"
�y * THIS PRECAST ROX MAY BE USED FOR THE FOLLOWING TED AS REWIRED i HQ
0 z STANDARDS: 840.01, 840.02, 840.04, 840.05, _
0 m „ FO•, rn o-mi T (A 840.12, 840.14, 840.15, 840.17, 840.18, 8408409; 11 . •�'�, c g°" REBARS
a" ,Qz., I¢,ry V 1--, rj
ICJ F-{
DETAIL SHOWING TYPES OF GRATES 7-t144" 294 QQ mzyxy 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. D a ' - ' ;° - u.
�w. o USE ACCORDING TO WATER FLOW. 11 � aF- 0 .n0 0-4 * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY � � • � � � � W4zU- P�1 W O 1
N mmco B F-50 x-N DDm r- #6 BONS Q x !�•i
mo ;2-4 LL-�a"'z 9 FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. I @ OPENING QO �ON°OI
zFEM T
=T OG TYPE "8" TYPE •E" TYPE "F" rA A 1n} I 8 „ IW-c� LLox m rd * DO NOT PLACE PRECAST DRAINAGE STRUCTURES i STEPS ' / �Fx-Ry zOJ O
P+$r SECTION C-C
x�co IIIfluFxr W if D� * LARDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. C eaRa .�
Z USE 4000 PSI CONCRETE. @ OPENING C _ Z
Coo • �„yy * PROVIDE ALL REINFORCING STEEL WHICH MEETS A$TY A615 FOR .,, yNy 41 1/2---.-1 vJ
I 93YG z .�
co
WATER FLOW SAG -*- WATER FLOW GRADE 80 /COD WELDED WIRE FABRIC CONFORMING TO ASTM AlA185.
___________
ap LIMIT YAXIYIRI DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - '�'^��0�':<:'�'?. e" MIN°:
°D---------------------------------- p STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
z S TO 15._0n D :....°. .,,.°. D� U �ON 4 9 - �
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH e" 'V B" .�<',y o_.e., T
4 �(
i 1*2" 4'8' '9 OSHA STANDARD 1926.704. v :,='. e, , e �I
PLAN TOP SLAB :...:<: W ?9 1/2 NUMBER 23 3/4 24 O ! ""1 �1 11i „/ O
SECTION B-8 ,'a * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE .'_.`. .. r'::'� O'. 1J•i W
m m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES F-:!:.:•'E ;o• _ oo� 29 /f2
-n - - - - - - - - -- - - - -' 1 " 2Ti4" z O A z SO THAT PIPES ENTER THROUGH THE 0 1- 00 Q� f/11
w o -WATER FLOW an ITT 8A6 WATER FLOW -•- o O Q z y KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH v .J.1 OO O �O P. � Zj
1- SECTION A-w W O DG m -4 m THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 8" OF CORNER CUT DETAIL z � Q H
x (SOLID WALL BOX) z r �•
m m q i v O WALL IS PROVIDED ABOVE THE HOLE. ; p m LL LL
0. x " n " " ro n TYPE _ E C ►- CO * ALL ELEMENTS PRECAST TO MEET ASTN C913. Q
PE F TYPE E TYPE G ; Z Q `� -1 6" •L' OR 'W' e" ¢ L7
z ROT m 1 S p ?w * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE p W Zp Z
O -4 RAISED FLOW ARROW p -1 m O OR BRICK IN ACCORDANCE WITH STANDARD 840.26. #4 REBARS _ t'S a O
-4 Z P 31B" HIGH �3a w O m * r_ n 1" CLR 0' @" CENTERS oT p¢ a 13;
o rr t" O lO °� m �O PROVIDE PRECAST STRUCTURES OVER 4 0 IN DEPTH WITH : .r.e o Q m 1 i/$ F-
RAISED FLgY ARROW 244 ¢ #4 REBARS i.P W Q
O m > %(a" HIGH -� r �% Q W z O STEPS AS DIRECTED BY THE ENGINEER. 1" B" CENTERS 7.!' a p N t-
9 I/ 2Z
g US o O v p ~ r O M O * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR . Q Q Z NOTES:. �
AS THE SAME AREA OF STEEL IS PROVIDED. y tY 4 1- MATERIAL_ ASTV-A4q H y
1 i4t" Tp 43' O to ' - .... G J CLA_ $S 309 GRAY IRgy. Q 5 0 z O
�E 1y2" z m -1 H * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER Q FRAME W O O LL
Ix
PRECAST RISER PLAN PRECAST RISER DETAIL x ¢ 2- FR WT: 165 LBS APP. A.,/ I » 8 z
O .+ ° " x O y c BASE CONFORMING TO FEDERAL SPECIFICATION SS-8-21A, H H w 3a 3- GRATE vjll 210 l65 APP. Fii g g ..
x P O 1q6" .¢.I W P+ co AASHTO M-198, TYPE B - BUTYL RUBBER. J rn W I- �> z a U'
m O O JII
m..,1O * LIMIT NAXIYlX1 STflUCTURE SIZE TO INSIDE CLEAR:e._ :-;e..:. e. Z v V' U FOVN��ii N �j WN2" r: a_ww wo11'¢"fl W ¢ v C S DIMENSIONS OF 5'-0" X 5'-0". "9 "Oe' °';- "°' '`F''� W W '101tlD'L w o DQI z z
a n ro ILO ' Q. 41 1 2 J ug I" w 3
G ' 13$-"��"- N LL� * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING O U - O
R7 REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE 0. U3'' 4139 fRAft1E dt 6429 GRATE d rc _ uj ¢ O w 13 x
z 2'-71$4" 2 11 �4 l a. z w m w
rt"" 1* 6n 6, , a LL 4 CI W O C U
-►{ -L _ ___,� rL -`i SIZE MANHOLE
IS E ANEATER. CS 1"-i - 2 03 92
USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. g
1% SECTION A -A � � Ty" REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW I SEAL
Er z of 2 TYPE - F rnE G a SECTION A -A axEEr z t1F z SHEET 2 OF 2 OPTIONAL JOINT DETAILS sxEEr 2 of z H ,.�'';C�` CA/�O
840.03
840.03 840.45 840.45
DROP INLET DETAIL DROP INLET FRAME & GRATE DETAILS LT
NOT TO SCALE `•�
NOT TO SCALE W %O
c CL\N�`
C-5*2
w
PEI JOB#: 12293.PE
1

vto �tD om SOLID COVER SHORN PERFORATED. PERFORATED AVAILABLE c m GENERAL NOTES' z
w� E"IT H'rt IF SPECIFIED. HEEJ Cy s
<. E 43° NOTE: USE TYPE "E", "F' AND 000 GRATE SS.A 64z ya �y STATE USE OF SYSTEM ON COVER �� <.1 I`r.. THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: ow
y0� IN.ESS OTHERWISE NOTED. •`� P.
P gz Cj woo (I.E.: SEWER. STORY DRAIN ELECTRICAL) �� - L-� 1 �<
Q H z '•' 840.04, 840.05, 840.14, 640.15, 840.31, 840.32, $40.34, ~'Q
p H s , ' ¢ o 'aymoo @" @" eao.ss, 840.38 AND B+o.4r. I-
o�E4W( LLJ w r0•nym H C9 r. H.NSW 1' YIN. K C1
ma i s OOD'xa ma x-1 Q U.Jdwz m0 -ly CLR.(TYP) INSTALL AND PAY FOR PRECAST OHAINApE STRUC7URFB IN ACCORONNCE H IC ,
Q y D B w "'• y D ,t;• TOP OF COVER 000)x Hz_4 SECTION VIEWS WITH NCODT STANDARD SPECIFICATION SECTION 840. LL-EyHa
Wg Ems= =0 m W6=LL G) y 1" YIN. • USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. O�Nx
�Etz?y y • <E� oo - 'E 4p I.-c��oo x-N 'E^ CE"•m'P) :; OPTIONAL JOINT DETAILS • USE ASTY A815 GRADE BO REINFORCING STEEL. USE ARTY A185 wa Mom=
z"x,.•M�•W - N N �i`~�W zxMo'" lA A B B a Ems- "J•• x 00 4x4 N4xW4 YIELDED WIRE fA&iIC (NNE). M-'0 000
fJ �z s _ 8Cf•.ITY - LL iBCFiY - Y O' O SZ WZa-• a0D„ym MF (LAP) a5 TERS (@ 12'IZ. LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO OSHA
S- F-Of-N yM
YY 00 DD ZO fl 0= a MMF 6" ON- CENTERS (NORIZ. • PLACE LIFT HOLES DEPTH
PINS IN F ACCORDANCE S WITH OSMq STANDARD N�My-
<� o A A ALIGM FRME WITH INSIDE d OF 1WM.L 70 ALLOW M L _ _ -_ _ _ _ _ _ _ - _ _ _) L _ _ _, „ D TO FABRIC USE WITH - ORIENT STRUCTURES 80 THAT CORNERS WILL a O
_ 1 w < I- •i ( NOT BE CUT OR MODIFIED
OMz • FOR VERTICAL ADJU87LWT :.: �`I ' 00 w2 a WO w0 ' DRAINAGE STRUCTURES " PRECAST ALLOWED BY EL LEMENTS TOLIN MEETPAGIN C@13. aC
Sl-'JL� V-8" LEGS OR BRIO( IN ACCORDANCE WITH STANDARD 840.25.
WALL 8FCTU M :°:" e ' k 1•g" R. - • ... TYPICAL) - 'L' BARS WITH a FRAMEAND
PRECAST TE HEI STRUCTURES OVER OGHTMAYBE USTED N DEPTH WWITH ITH
O O O 2 n ". _
STiC'IIY _ Y BOTTOM OF COVER" PLAN VIEW OF BASE UNIT
8 SECTION - PP SECTION - Y 1" R. STEPS 12. ON CENTERS IN ACCORDANCE WITH BID. NO. 840.66.
8' 'L' OR W 8" • WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REGAN IF
YIN. YIN. THE SAYE YIN. AREA OF STEEL IS PROVIDED.
PLAN OF COVER
• SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 640 OF NCDOT
m LLRY � c z STANDARD SPECIFICATIONS.
8" CENTERS TO 8'-0" x W-0". w
M FRAYE,GRATE• M IMXD ASSY O z LL > m 54 CENMS @ THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE YININIAI STRUCTURE
O •R a L,. DC w �i m '°•) 94 REBMS @ " LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSION f-
02 r n _� I EO LL O az Q PLAN OF FRAME LL e B" CENTERS Ea:H wAr .' • �is o y t`/j
M M ' . G` Lu
z O yH 1'•111¢" z rS .A flH LOCATEDINIS GREATER.
OPENIND REQUIRED FOR GRATE AND FRAME WHICHEVER fl V �" O
om x w C OrFS r x I I M I i x CENTER THIRD TYPICAL PRECAST M
ROIRMI MANHOLE WY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
!D 3 Ci S518 ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. 3 d z +D W - t ' is fll y 2 1 I y . _ _ OF WALL RISER SECTION oND, e4D.ss FOR MAWDLE INSTALLATION. 0 w
m$ L r = �- 0 1'-1oiR" I m g PRECAST RISER PLAN N 1�-
M --E s Fl!
_ EACH
IDE fA
C� wyy lECIFdI M I ' I Z F D O iw / \ TYPE Y7 I' -�{ T g LL z O OF OPENING FRLLLSSPNI Bn 'L• Ou ZOit W
D `t L M R^"'RWn <fl O SO z \I �3�ff �I 1+� ° .-I C fit �0 7" Yix. CLEAR MIN. YIN. F m Q
fy'f Ri w J FRAE PLAIT RiCIIY - UJ ax0 °' 2 01 = " W -4 'O "z•I r - n
= Z . w W O fl �� 1 ' �� C 9 2 I 'L' OR W' 4 2 WALLS 1 YIN. CLR. x N M
O . x X
Q •T1 -"j �,� 1t1JJJ��� - ttJJ��,, � J ED O J ALTERNATE 1`•t0Y$ O = m iR ' STEPS 4x4 W4xYT4 '+t o N 4• C�
O C �"�I`�- "'if _ R S" R = = LI O ~ /� \ z a O ' 8" CENTERS - ° J o •c'• op. (L Q
w O a - -.- - - W W Q 9 m �I \ _ _ SECTION B-B w O y - o : ' • . i- 6: MANE (LAP WRAF m o • o• :.P• z aa
W g c s O \ / 1 e 6 ONTO FABRIC) f -- p:... p w d N
n MINIMUM WEIGHTS - 193. - • 'p• 'a F `./
3N1 1 3'-0" " I w>z 1 • O144%- 2' G ,I \ COVER - 120 L _ _ _ _ _ _ _ _ _ _' OPENING 1•@ ' 85 RESMS 12n 0 .: v' � ::p' ; p '°- o• all, O
I CLEAR (SEE NOTES) CENTERS 0 •.
SECTION A -A TOTAL - 300 'o'.• • 'o-- ° .' [ h�gL.1(
SECTION - qI "4'-14 " 96 „ 1 / LOCATE OPENING _ si .. V,:: :.•. :: P' F'.:; n o. v • P• o [--�
\ / SPECIFICATION As REWIRED o a TYPICAL SECTION ..: o. :o..o ....'
\ / CLASS 30 IRON MEETING ( SORES) TOP SLAB 2• = W W V
1 GF 2 = sour Y Y t of z Er , of , �_ _ DIEET , of , Er i OF , 6" L' 6" TYPICAL SECTION m:
840,03 840.03 84C TYPE 0z ASIA A_48 84d.54 840.46 "' PLAN TOP SLAB YIN' OF BASE UNIT ISOMETRIC VIEW 8 T I F I MOM W
w a �
ate
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ain • ""Y H� A OPTIONAL HANDLE My am , ON
.2104 2'-1144" 244' f <y a" e• <r I<-•�z R«t ' , n HQ Fi1"1 i'
DETAIL SHOWING TYPES OF GRATES < H' E < I •� -6
�woo9 USE ACCORDING TO WATER FLOW. 1 � �Qco Ho a1NDUL wErw: Ia�e�sei ZDmoo 1' DEPRESSION 'r ,.
r -D w B o 71 w Y H r, - Hm9N tYS �{r+-1�8' �xx3� LL l�
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mz x-E ooy)x I„zy > I L Ooaxz mz x-I 1 -74'g t -74fi ,i.. F� o O
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TYPE 0 TYPE E TYPE F rA r. 3 = = EW - x x m - Z
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O D y :- I !mmum/IIBr8" 20Ic ;� O yZ -- I,I. u ADD TOIF "FORIM CONCRETEB AD MMON'ST NO. $44.00. OF aOx. w0�Mg p0v � Nr__ _S �OUONQ U
H 1om Sam JUST'_ 0�
• D � WATER FLOW --+• SAG �- WATER FLOW
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Off
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Y BEE STAMONID 6M0.5{ C TOTO INCLUDE
AADDITION
IaP ION OF mPENRIQ E JZ.F.a IU vMIABARS n\ O TLy�l
' _• PLAN a� MWA am9M a FRNW ra ''A• MEI6HT MI ONSM. aC-NINa IN TOP a m.) :- I'-41'Q" 1'-412 � F ..
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PLAN OF FRAME
BRICK wr BE IBM C. 70 G. EMA ON 18 1s FEET81WD1WE FA011 TOP OF BORW SLAB TO TM 10 W M
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To 7�4 21ii" L G w m. ¢ EEVATiaM NAx i DO :o RO a N t`
a Z -►WATER FLOW SAG f- WATER FLOW o O E� e� z ac Oc o m PLAN OF GRATING CO �?
a S m z u- arrLET PIPE D0. O .. M3i O 2'-31/4" CAST IRON LL 2 d 0�0
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t vq" SECTION A -A n 4S• 6'-4" 8'-4• W-9' M 6'-9' 6'-4" W_V 0.743 O.T43 0.40T 111 9.625 U.2a5 0.317 U.
SECTION Y-Y s4 s-10 6'-10" W-9• 2B r-T• r-f9 r-1a s.eaa o.aeb o.444 +aa 4.2ea 0.2P o.4ot SECTION E-E SECTION F-F
TYPE - F � SECTION A -A 81EET 2 OF 2 ET 7 OF 1 w•__ C-e' 6'-e^ C-S' eD ]'-e• r•e' r-r 1.042 1.0M2 0.481 146_ 5.om 0."Y 0.49S &MEET 1 OF 1 ET 1 OF 1
z OF z TYPES 840.03 64d•31 bc• r-+� r-1' r-a• ffi r-m• a•-1' a'-1• 1-210 1-a,, NZ fm a.9+T o.4w o.be9 SHEET / OF
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p<j• a X %. ON CENTER. = STEPS NOW COSPLY W11H CIO. OR M W.M. QF3 E-E• a 8• E , Q<
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x sd-4 • E' IF TEINFgN4D COIIGWIE PIPE IS SET IRA BKIMe SERA OF Bp%, A90 1b 6lM W Q LL O•pA y S•17¢' ' Q /1
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O 9 1 8'-0• TO 15'-0" IN HEIGHT m 9• WALLS A. BOTTOM BLAB. AIUUBT 00f0� O 9ZZ
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07 M BIERE 4Y IQ as" PIPE 33 Uaw x �' N W M = Q N
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. '.. .:. e, ..1 z i PIPE PIN WIDTH
OF SOX AND PIPE HEIOMT DIIBWIOx BRAS BRIM N111B OM.YDB. CONC. tN BOM aFDIICTt -I 0
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24' 9'-0' 2-2' 9'-9' 0.2ffi 0.059 0. 1.00t OMS
' T ? m 90' a'-0° 2-2• --I 4'•8" 1'-2' 4'-0' 4 1'-6° 2 8'-B' a 9'-9' ffi 0.128 0.92i 1. 0.0ffi 0.12T N
y
.l 35' 8'-0° 2'-2' a'-f0' 4-9' 1'-8' 4'-0' I 1'-1," 8 8'-B' 8 S'-9^ N 0.151 0.859 1.7/4 0.1ffi OnTB
OHM 4Y' TO SP PIPE IS IMBED \ °' �- y .;d'- 42• 5'-0" 20-2° 4•-S' 6 •8 t'-6' 8'-2' 4 Y-8' 2 z•-u' 8 r-11" ffi 0.112 O.a18 1.'!98 O./5D O.R49 ~ 5 W O
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DETAIL SNOWIMS RETHOD w' s•-o" z•-z• W.7 •a 2'-T' 3%2' + z'ao• a z'a1• a q-11• a o.tao o.a9e z. Y o.29r o.401
SHEET 1 OF z F RI R COYSIN{N:TI�1 PLAN ELM MEET 1 OF 2 EET 2 of 2
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PEI JOB#: 12293.PE

STATE OF NORTH CAROLINA, Department of Environmental Quality,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 [phone]
FILE ACCESS RECORD
DEQSECTION:�tiGlYll �tU1TYyyJOtiG REVIEWTIME/DATE: ��� Vf U `? 1�L7\�
NAME: ,�CCslt}' (`i('.Cltyys'ts�< EMAIL:
REPRESENTING:' IA PHONE:
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