SW8221001_Approved Plans_20231129

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PROJECT # 21464.PE SEPT. 2022
SHEET INDEX
SHEET NUMBER SHEET TITLE
COVER SHEET
C-1.0-C-1.1 GENERAL NOTES
INDEX INDEX AND DA MAP
C-4.0-4.2 GRADING AND DRAINAGE PLANS
Pi.P PILl I1I\ I\T: C-6.0,C-6.3-C-6.5 SITE DETAILS
EVOLVF COMPANIES o
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2918-A MARTINSVILLF, ROAD L
NOTICE REQUIRED - PROJECT CONSULTANTS
BEGINNING OF ANY GRFWNSBORO , 27408 HALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEG NG / APPLICANT ENGINEER/LAND PLANNER!LANDSCAPE ARCHITECT SURVEYOR
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. , 1 EVOLVE ACQUISITIONS,LLC PARAMOUNTE ENGINEERING, INC. PARAMOUNTE ENGINEERING, INC.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED , �.J 2918-A MARTINSVILLE ROAD 122 CINEMA DRIVE 122 CINEMA DRIVE
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT GREENSBORO, NC 27408 WILMINGTON, NC 28403 WILMINGTON, NC 28403
OF EXCAVATION OR DEMOLITION.
CIVIL:TIM CLINKSCALES, PE(910-791-6707) JOSH TAYLOR, PLS(910-791-6707)
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WIT
H FEDERAL OSHA 1910.333 MINIMUM / ,�
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. ilk. + ' �I.i
CONTACT THESE UTILITIES 4Ittis
•
TOWN OF HOLLY RIDGE PLANNING DEVELOPMENT ONSLOW COUNTY WATER & SEWER UTILITIES ATTN: NATHAN RHUE ATTN: WYNNE RAY T,PH:910-329-7081 PH:910-937-7526 •4% I-� NMANAJONES-ONSLOW ELECTRIC MEMBERSHIP CO. '� , �~ ���SNEEDS FERRY LP GAS Y �i�ATTN: CARL PAQUETPH: 1-910-353-1940a �f DatePH:910-327-2541 � r 2
AT&T/BELL SOUTH H Stormwater Permit No.S"`" ,�221°©, et09
OF HOLLY
EMERGENCY DIAL 911 PH: 1-844-855-1539 Ai, ��"`
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F= NJ R NJ 028847 N G IE E IG, I N C.
/ 122 Cinema Drive Wilmington,North Carolina 28403 %,r'�p�'•:FNGINE�/
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NC License#:C-2846 ii09/20/22

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 TOWN OF HOLLY
RIDGE 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 OFF -SITE 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 BUILDING
DIMENSIONS AND DETAILS.
GENERAL NOTES:
1. TREE INVENTORY AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC.
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO
THE OWNER AND ENGINEER.
2. REASONABLE CA
RE RE HAS BEEN EXERCISED
C ED IN SHOWING THE LOCATIONF O EXISTING UTILITIES ON
I
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 AND 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 USDOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED
OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED 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 811 AN ALLOW THE CENTER
TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. ANY DISCREPANCY IN THIS PLAN N N AND ACTUAL FIELD CONDITIONS SHALL BE REPO
RTED 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.
9. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
10. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY,
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12, THE GENERAL CONTRACTOR SHALL REMOVEI ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
13, THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM
CLEAN AT ALL TIMES,
14. 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.
15. 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.
16. 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 DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER, TOWN OF HOLLY RIDGE, AND ONSLOW COUNTY.
17. 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 PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXIT
S 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.
22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NC ACCESSIBILITY 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. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC)
MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND
DEMOLITION) OCCUR." THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE
OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCGO1. PLEASE NOTE, THE E-NOI FORM MAY ONLY
BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE
COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS
BOX, AND ACCESSIBLE DURING INSPECTION.
2. SCHEDULE A PRE -CONSTRUCTION MEETING AND/OR NOTIFY NCDEQ WILMINGTON REGIONAL
OFFICE AT LEAST 48-HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES ON
THE PROPERTY @ 910-796-7215.
PERMANENT SEEDING
GRASS TYPE
LBS/ ACRE
TIME OF
FERTILIZER
SEEDING
LIMESTONE
BERMUDA, HULLED
10-20
MARCH -AUGUST
BERMUDA, UNHULLED
35
SEPT. - FEB.
BY SOIL TEST
CENTIPEDE
10
MARCH - AUGUST
BY SOIL TEST
(NO HIGH PH)
TALL FESCUE
(COASTAL CULTIVAR
50
MARCH - AUGUST
300 LB/AC 10-20-20
RECOMMENDED)
OR BY SOIL TEST
SLOPES - 2:1
CENTIPEDE SERICEA
5
JAN - DEC
BY SOIL TEST
LESPEDEZA
20
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 THEY ARE 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 CODE/ANSI 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 5UC
H CUNFLICT(S).
3. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
4.
5.
6.
7.
8.
9.
10.
11.
12.
DISTURBANCE, TREE PROTECTION FENCING, AND TEMPORARY SILT FENCE [PH I E.C.I. INSTALL
ANY REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
DISTURBED. ALL EROSION CONTROL MEASURES INCLUDING DIVERISON DITCHES AND
SEDIMENT BASINS MUST BE INSTALLED BEFORE COMMENCING MASS GRADING AND CLEARING
[PH i E.C.I.
CLEAR AND REMOV
E TREES AS DE
SIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN THE DESIGNATED CLEARING LIMITS [PH I E.C.] TO ROUGH GRADE AND MASS GRADE
THE PROPERTY.
PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 CALENDAR DAYS OF CEASE OF ANY
GRADING ACTIVITY [PH I E.C.]. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 901
CALENDAR DAYS, HOWEVER, NPDES NCG01 GROUNDCOVER REQUIREMENTS SHALL TAKE
PRECEDENCE. REF. SHEET C-1.1.
IMMEDIATELY UPON THE INSTALLATIO O
TEMPORARY SEEDING
GRASS TYPE
LBS/ ACRE
TIME OF
FERTILIZER
SEEDING
LIMESTONE
RYE GRAIN
50
OCT. - APR.
400 LBS/AC. 10-20-20
SWEET SUDAN
GRASS
50
JUNE - AUGUST
400 LBS/AC. 10-20-20
GERMAN or
BROWNTOP MILLET
50
JUNE - AUGUST
400 LBS/AC. 10-20-20
STRAW MULCH
4,000
AS NEEDED
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 CC A ESSIBLE PASSENGER
S NGER LOADING ZONE • PU
BLIC UBLIC 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
N F ANY STORM DRAINAGE CATCH BASIN, UMUr IIVLt I ,
SHALL C
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM
EROSION CONTROL MAINTENANCE PLAN:
5.
TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE
ENTERING THE DRAINAGE SYSTEM [PH II E.C.].
OFABRUPTVERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
UPON INSTALLATION OF REQUIRED STORM WATER PIPES, INLETS ETC. THE CONTRACTOR
FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
6.
FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
SHALL INSTALL PERM. GRASSED SWALES, RIP -RAP APRONS OR OTHER OUTLET CONTROL
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
MEASURES AS SHOWN ON PLANS [PH II E.C.I.
7.
THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES
2.
ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES
MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
1104.1 & 1104.2).
PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
IMMEDIATELY REMOVED.
8.
WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
3.
SEDIMENT FENCE / SEDIMENT FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT
FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM
FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY
APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL, AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC
INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE
THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.
FINAL APPROVAL BY ENGINEER OR EROSION CONTROL INSPECTOR.
BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED AT LOW POINTS IN THE
.SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES*
SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF
UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION
SEDIMENT, NO LONGER DRAINS, OR IS DAMAGED.
9.
AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING
CONTROL MEASURES INCLUDING BUT NOT LIMITED TO ANY TEMPORARY DITCH PLUGS.
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
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)
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS &
VEGETATIVE COVER. REF. NPDES NCG01 SPECIFICATIONS.
ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
INTERSECTION.
5.
INLET PROTECTION - SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND
ONCE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE
GRAVEL OR ROCK -PIPE INLETS WHEN -
IT REACHES HALF-FILLED.
D. ROCK WILL BE CLEANED NED OR REPLACED10.
DOORS, DOORWAYS AN ATE
D GATES THAT ARE PART ACCESSIBLE ROUTE SHALL COMPLY WITH THE
EROSION CONTROL PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT
WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS, SANDY SACKS, AND SOCKS NEED CHECKING
EVERY WEEK AND AFTER RAIN,
N A
AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE! ANSI
CLOSEOUT VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
SUBMIT ELECTRONIC N.O.T..
.T. (NOTICE OF TERMINATION). A $100 ANNUAL GENERAL PERMIT FEE
SEDIMENT BASIN/SEDIMENT TRAPS -REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
11.
DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE
W -
ILL BE CHARGED UNTIL THE T
e NO HAS BEEN FILLED
LLED OUT.DESIGN
DIMENSIONS WHEN T
NI ACCUMULATES
TES TO WITHIN ONE HALF OF THE DEPTH. PLACE SEDIMENT IN
SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
12.
WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR
THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE THE rl0ATM
GENERAL EROSION AND SEDIMENT CONTROL NOTES: REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, ETC. I OMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,
AND APPLICABLE LOCAL LAWS &REGULATIONS
7. SEDIMENT BASIN BAFFLES - BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR,
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON DECOMPOSE, OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE RAMP NOTES:
ALL EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST BAFFLE.
SLOPES STEEPER THAN 3:1 AND ALL DIST
URBED AREAS WITHI
N THE HQ W LNE 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND 8. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT CONSIDERED A RAMP.
COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF
DAYS FROM THE LAST LAND DISTURBING ACTIVITY, THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE 2_ THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8 33% AND THE MAXIMUM CROSS SLOPE SHALL
SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING
BE 2.0%.
2.
UNLESS OTHERWISE INDICATED,
TED ALL VEGETATIVEAND STRUCTURAL EROSION AND
WITH ICE.
SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN
9.
OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS
3.
THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES NC BUILDING CODE
ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER OFFSITE
BETWEEN THE HANDRAILS.
SEDIMENTATION,
4.
THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
3.
THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO
10.
EMERGENCY SPILLWAY / FOREBAY PROTECTION -AFTER EVERY HIGH-WATER EVENT INSPECT THE
THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL
5.
LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS.
NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER.
AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)
4.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
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.
CLEARING AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION
11.
DIVERSION DITCHES / GRASS SWALES - INSPECT THE CHANNEL OUTLETAND ALL ROAD CROSSINGS FOR
ENTRANCE SHOULD BE THE FIRST MEASURE INSTALLED,
BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR
6.
RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS BOTH SIDES
STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOME PERMANENT GRASS SWALES.
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS)),, THE NC BUILDING
5.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT
THEN GROW GRASS INTO A HEALTHY, VIGOROUS CONDITION. LININGS OR ROLLED EROSION CONTROL
CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
PRODUCTS (RECP) SHALL BE PROPERLY STAKED AND IN CLOSE CONTACT WITH THE GROUND, MONITOR
7
FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
AND REPAIR THE LINING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED IN THE DITCH.
6.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
12.
CONCRETE WASHOUTS - CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY
8.
EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR
RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN
NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON
WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY
EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID
AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND
9
WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REVIEW AND TO NCDEQ FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES
RECYCLED.
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT 2010 ADA STANDARDS THE NC BUILDING
{ )�
REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT.
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS
THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE
13.
SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CAPACITY IS REACHED. SEDIMENT BAGS
THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO
AMENDED PERMIT.
SHALL BE DISPOSED OF PROPERLY IN A LANDFILL OR BROKEN ON -SITE FOR BACKFILL. BAGS SHALL BE
PROVIDE A COMPLIANT TURNING SPACE.
LIFTED CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS SO THAT BAGS ARE NOT
7.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
TORN IN -PLACE AND SEDIMENT IS NOT RELEASED OFF -SITE OR DOWNSTREAM.
CURB RAMP NOTES:
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DEMOLITION
NOTES:
1.
THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
SHALL BE 2.0%.
PAYMENT).
1.
CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2.
COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE
8,
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
2.
CONTRACTOR
O TOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB
MEASURES AT ALL TIMES DURING LAND IST D URBING ACTIVITIES AND DURING
U ING
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
SITE
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
3.
DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
3.
THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES;
PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
9.
ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE
MINIMUM WIDE (1104.1 & 1104.2).*
SODDED OR SEEDED AS INDICATED AND STABILIZED.
EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE INSTALLATION OF THE
NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE
4.
LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
10.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
PLANS.
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
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
4.
THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE
HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
11.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER.
5.
IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY
NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
5.
ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
6.
WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
DEVICES SHALL BE MADE IMMEDIATELY.
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
7.
CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
12.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN
6.
THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED
ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NO SEPARATE PAYMENT).
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
SIDES.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
NCDENR FINAL APPROVAL IS REQUIRED.
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
8.
CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
VEHICLES.
13.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL
CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS
7.
EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
9.
IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE
LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
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
14.
WHEN CROSSING CREEK DRAINAGE -WAY, THE DIVISION OF WATER QUALITY
8.
ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
O
SHALL BE CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR
FROM THE PROPERTY AND PROPER DISPOSAL.
THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
SHALL INSTALL RIP -RAP WITH FABRIC ALONG DISTURBED BANKS AND CHANNEL AND
9.
CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
10.
FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,''/2 INCH WIDE BY'/a INCH DEEP, ONE (1)
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM.
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
INCH CENTERS TRANSVERSE TO THE RAMP.
DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
THE SITE WITH THE RESPECTIVE COMPANIES.
11.
WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
10.
CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
12.
WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK
REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.
AND NOT ON THE SIDEWALK.
11.
PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
13.
WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE
DEMOLISHED.
RAMP AREA.
12.
ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
14.
CURB RAMP TYPE AND LOCATION ARE PER PLAN.
REGULATIONS AS WELL AS OSHA REGULATIONS.
13.
EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14.
INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
RI IT THE rnNTRACTnP MI IST nPTFRMI IF THE FYACT I nr'ATK1N ANII PI PVATIr1NR
NC ACCESSIBILITY NOTES CONTD.
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 NINETY-SIX (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.
5. 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
L OR SURFACES OF PARKING
SPACES AND ACCESS AISLES SERVING
V G THEM SHALL BE ST
ABLE, FIRM
AND SLIP 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 ZO
NES ONES SHALL PR
OVIDE A CLEARLY MARKED AC
CESS AIS
LE THAT IS SIX
TY 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. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
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
(1 14) 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 CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE
ROUTE.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE
DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS AND/OR TECHNICAL SPECIFICATIONS,
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE OR APPROVED ALTERNATES BY ENGINEER.
ROOF DRAIN NOTE:
1) PROPOSED BUILDING(S) SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
EXISTING UTILITY NOTES:
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GR
OUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING
MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.
WETLAND NOTES:
1. THERE ARE USACE J.D. WETLANDS & R.P. WATERS ON THE
PROPERTY.
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C-1 00
I PEI JOB#: 21464.PE I

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
TernparaiyStabllizatiart''
PttiatnLStabiirz[� x
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
+ Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
---
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculonts.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculonts and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers ll dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available,
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRAD gj;S ,OUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5, Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event> 1.0 inch in
I sheen, floating or suspended solids or discoloration,
24 hours
i 5. Indication ofvisible sediment leaving the site,
j11
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
I If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or,,ffsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase 1. The phase of grading (installation of perimeter E&SC
stabilization
ofgrading measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document Documentation Requirements
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy
and does not significantly deviate from the of the approved E&SC Plan or complete, date
1 locations, dimensions and relative elevations and sign an inspection report that lists each
shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan,
report to indicate compliance with approved
ground cover specifications,
(d) The maintenance and repair
Complete, date and sign an inspection report,
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01 / 19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the INC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
Within 24 hours. an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)1
effect of the bypass.
(d) Unanticipated
_
• Within 24 hours. an oral or electronic notification.
bypasses [40 CFR
. Within 7calendardays, a report that includes an evaluation of the
122,41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours; an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, .and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01 / 19

m
m
r
m
STORAGE
POND
DRAINAGE. NOTES:
1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR
HOA, INCLUDING PONDS, PIPES, AND INFILTRATION BASINS AND TRENCHES.
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED PLANS.
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE
TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM.
5.) ALL CATCH BASIN (CB) RIM ELEVATIONS AND YARD INLET (YI) THROAT ELEVATIONS ARE LISTED AS THE "GUTTER
OF FLOWLINE ELEVATION" WITHIN THE CURB SECTION, THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF
PAVEMENT (EOP) WHEN PLACING THE STORM INLETS WITHIN THE CURB -LINE (SEE "CURB TRANSITION" DETAIL).
FOR CATCH BASINS WITHIN A TRANSITION FROM 24" STANDARD CURB & GUTTER, THE RIM ELEVATION GIVEN IS 1
INCH BELOW EOP.
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"
CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH
PROPOSED PAVEMENT OR IMPERVIOUS COVER.
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM.
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO
MATCH PROPOSED GRADES.
9.) THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM
DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR
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 FLOATATION IF
HDPE PIPE IS CHOSEN.
NOTES:
1.) SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING AND DRAINAGE NOTES AND DETAILS FOR MORE INFORMATION.
2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL SURF CITY STANDARDS AND SPECIFICATIONS.
3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON -SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO
CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
ASPHALT AREA NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
NOTATION:
CB = CATCH BASIN
TC
= TOP OF CURB ELEVATION
DCB = DOUBLE CATCH BASIN
BC
= BOTTOM OF CURB (GUTTER) ELEVATION
DI = DROP INLET
PG
= PROPOSED GRADE
DDI = DOUBLE DROP INLET
HP
= HIGH POINT ELEVATION
YI = YARD INLET (2-SIDE OPEN THROAT)
SW
= SIDEWALK ELEVATION
MH = STORM MANHOLE
EX EP
= EXISTING EDGE OF PAVEMENT ELEVATION
FES = FLARED END SECTION
CL
= ROAD CENTERLINE ELEVATION
RD* = ROOF DRAIN CONNECTION*
PAD
= DUMPSTER PAD ELEVATION
*PROVIDE IN -LINE CLEANOUT AND CONNECTION
TO DOWNSPOUT - SEE ARCHITECTURAL & PLUMBING PLANS FOR
DOWNSPOUT CONNECTIONS.
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DITCH INV. IN = 64.40
PIPE INV. IN = 64.15
DITCH INV. OUT = 64.25
PIPE INV. OUT = 64.00
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PIPE INV. OUT = 58.60
WETLAND CROSSING #1
[2] 50 LF 15" RCP CL. III
[W/ 3" FILL AT BOTTOM]
DITCH INV. IN = 66.00
PIPE INV. IN = 65.75
DITCH INV. OUT = 65.75
PIPE INV. OUT = 65.50
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STORM SCHEDULE:
Upstream
Node
Downstream
Node
Diameter
(In)
Upstream
Invert
Downstrea
m Invert
Pipe
Length (ft)
Slope (%)
Upstream
Rim Elev
Downstream
Rim Elev
Pipe
Material
MH-001
FES-000
36
58.04
57.50
73
0.74
68.11
57.50
RCP III
MH-002
MH-001
36
S8.50
58.04
155
0.30
67.00
68.11
RCP III
MH-003
MH-002
36
60.00
59.45
183
0.30
68.00
67.00
RCP III
DI-004
MH-003
36
62.00
61.01
330
0.30
62.00
68.00
RCP III
MH-101
FES-100
48
57.37
57.00
94
0.39
68.57
57.00
RCP III
MH-102
MH-101
48
58.18
57.37
271
0.30
68.51
68.57
RCP III
CI-103
MH-102
48
58.87
58.18
231
0.30
68.10
68.51
RCP III
CI-104
CI-103
48
S8.94
58.87
24
0.30
68.08
68.10
RCP III
MH-105
CB-121
36
59.61
59.24
48
0.78
69.34
68.95
RCP III
CB-106
MH-105
36
60.11
59.61
166
0.30
68.26
69.34
RCP III
YD-106B
CB-106
12
63.79
62.26
44
3.50
69.00
68.26
RCP III
CB-107
CB-106
36
60.76
60.11
217
0.30
68.56
68.26
RCP III
YD-107B
CB-107
12
64.01
62.56
43
3.37
69.25
68.56
RCP III
YD-107C
YD-107B
12
66.50
64.01
51
4.85
69.50
69.25
RCP III
CB-108
CB-107
30
61.06
60.76
100
0.30
68.56
68.56
RCP III
CB-109
CB-108
30
61.36
61.06
100
0.30
69.56
68.56
RCP III
CB-110
CB-109
30
61.66
61.36
100
0.30
68.56
68.56
RCP III
CB-111
CB-110
30
62.06
61.66
132
0.30
67.09
68.56
RCP III
CI-112
MH-111
15
62.26
62.02
74
0.33
66.39
67.33
RCP III
CI-113
CI-112
18
62.38
62.26
1 24
0.50
66.39
66.39
RCP III
CI-114
CI-104
24
63.41
60.94
221
1.12
68.04
68.08
RCP III
C1-115
CI-114
18
63.54
63.41
24
0.52
68.04
68.04
RCP III
CB-116
CB-111
24
62.28
62.06
0.29
67.00
67.09
RCP III
CB-117
CB-116
24
__
62.58
62.28
_75
100
0.30
67.00
67.00
RCP III
CB-118
CB-117
24
62.87
62.58
98
0.30
67.00
67.00
RCP III
MH-119
CB-118
18
63.04
62.87
58
0.30
67.37
67.00
RCP III
MH-120
MH-119
18
63.69
63.45
79
0.30
67.69
67.37
RCP III
CB-121
CI-104
48
59.24
58.94
99
0.30
68.95
68.08
RCP III
CB-122
CB-121
36
59.52
59.24
92
0.30
68.92
68.95
RCP III
CB-123
CB-122
36
59.82
59.52
99
0.30
68.92
68.92
RCP III
MH-123A
CB-123
30
60.00
59.82
61
0.29
69.18
68.92
RCP III
YD-123B
CB-123
12
64.69
64.16
53
1.00
69.50
68.92
HDPE
YD-123C
YD-123B
8
68.00
67.41
59
1.00
70.25
69.50
HDPE
CB-124
MH-123A
30
60.12
60.00
40
0.30
68.92
69.18
RCP III
MH-125
CB-124
30
60.41
60.12
96
0.30
68.47
68.92
RCP III
CB-126
MH-125
30
60.74
60.41
111
0.30
67.05
68.47
RCP III
CB-127
CB-126
30
61.01
60.74
91
0.30
67.02
67.05
RCP III
CB-128
CB-127
30
61.29
61.01
94
0.30
67.04
67.02
RCP III
CB-129
CB-128
30
61.76
61.29
156
0.30
67.80
67.04
RCP III
CB-130
C13-129
30
62.06
61.76
100
0.30
67.80
67.80
RCP III
CB-131
CB-130
30
62.36
62.06
100
0.30
67.80
67.80
RCP III
YD-131B
CB-131
12
65.10
63.80
50
2.59
68.60
67.80
RCP III
MH-132
CB-131
30
62.73
62.36
124
0.30
67.91
67.80
RCP III
CB-133
MH-132
30
63.00
1 62.73
90
0.30
66.94
1 67.91
RCP III
CB-134
RD-1376
15
64.00
65.00
85
-1.18
68.00
1 68.25
HDPE
CB-135
CB-133
12
64.10
63.40
47
1.49
67.60
66.94
RCP III
YD-135
CB-117
12
65.00
63.00
147
1.36
68.00
67.00
HDPE
YD-135B
YD-135
8
66.00
65.00
42
2.37
69.00
68.00
HDPE
YD-136
YD-145
12
64.55
64.01
92
0.59
68.85
68.00
HDPE
YD-136B
YD-136
8
65.50
65.00
49
1.03
68.00
68.85
HDPE
YD-137
CB-109
15
64.20
63.50
140
0.50
69.00
68.56
HDPE
YD-137B
YD-137
8
66.00
65.50
31
1.60
69.00
69.00
HDPE
YD-138
YD-136
8
65.00
64.55
90
0.50
67.50
68.85
HDPE
YD-139
YD-137
12
65.00
64.56
86
0.51
68.00
69.00
HDPE
YD-140
YD-137
12
65.00
64.20
163
0.49
67.75
69.00
HDPE
YD-140B
YD-140
8
66.00
65.00
56
1.79
69.00
67.75
HDPE
Upstream
Node
Downstream
Node
Diameter
(In)
Upstream
Invert
Downstrea
m Invert
Pipe
Length (ft)
Slope (%)
Upstream
Rim Elev
Downstream
Rim Elev
Pipe
Material
YD-141
RD-CH
12
65.60
64.42
111
1.06
69.50
70.91
HDPE
YD-141B
YD-141
8
66.40
65.60
80
1.00
69.40
69.50
HDPE
MH-142
YD-123B
12
65.21
64.69
52
1.00
70.54
69.50
HDPE
YD-143
MH-142
12
65.87
65.21
66
1.00
69.50
70.54
HDPE
YD-144
RD-B5
8
65.00
64.50
31
1.62
67.75
68.37
HDPE
YD-145
RD-B4
12
64.01
62.12
123
1.54
68.00
70.08
HDPE
YD-146
CB-124
12
64.52
60.12
61
7.17
68.00
68.92
HDPE
YD-146B
YD-136
8
66.00
65.50
27
1.82
68.50
68.85
HDPE
Y D-147
R D- 810
8
65.00
64.00
63
1.60
68.00
68.47
HDPE
MH-201
FES-200
42
55.67
55.S0
51
0.33
69.50
68.50
RCP III
MH-202
MH-201
36
56.12
55.67
150
0.30
68.38
69.50
RCP III
CI-203
MH-202
30
56.46
56.12
112
0.30
67.19
68.38
RCP III
CI-204
CI-203
30
57.31
57.24
24
0.30
67.19
67.19
RCP III
C1-205
C1-203
30
57.21
56.46
250
0.30
66.89
67.19
RCP III
CI-206
CI-205
18
62.89
62.77
25 1
0.50
66.89
66.89
RCP III
MH-207
CI-205
24
57.30
57.21
31
0.30
67.16
66.89
RCP III
CI-208
MH-207
18
62.06
61.78
69
0.40
66.60
67.16
RCP III
CI-209
CI-208
15
62.68
62.51
31
0.55
66.68
66.60
RCP III
CI-210
CI-208
15
63.08
62.06
207
0.49
67.20
66.60
RCP III
CI-211
CI-210
15
63.20
63.08
24
0.50
67.20
67.20
RCP III
CI-212
MH-207
18
60.37
60.02
118
0.30
66.44
67.16
RCP III
CI-213
CI-212
15
62.48
62.27
44
0.49
66.48
66.44
RCP III
CI-214
CI-212
15
60.96
60.37
195
0.30
66.41
66.44
RCP III
CI-215
CI-214
18
61.20
60.96
48
0.50
66.41
66.41
RCP III
CI-216
C1-214
15
62.72
62.26
93
0.50
66.56
66.41
RCP III
CI-217
CI-216
15
62.96
62.72
50
0.50
66.96
66.56
RCP III
CI-218
MH-202
36
57.29
57.08
71
0.30
67.26
68.38
RCP III
CI-219
CI-218
18
61.72
61.65
24
0.30
67.29
67.26
RCP III
MH-220
CI-219
18
61.83
61.72
36
0.30
67.81
67.29
RCP III
CI-221
MH-220
18
62.20
61.83
122
0.30
66.42
67.81
RCP III
CI-222
CI-221
15
62.42
62.30
24
0.49
66.42
66.42
RCP III
CI-223
CI-221
15
62.67
62.20
156
0.30
66.79
66.42
RCP III
CI-224
CI-223
15
62.79
62.67
24
0.50
66.79
66.79
RCP III
CI-225
CI-218
36
57.94
57.29
217
0.30
67.99
67.26
RCP III
CI-226
CI-225
36
58.99
58.94
25
0.20
68.00
68.00
RCP III
MH-227
CI-225
15
61.50
61.02
97
0.49
69.16
68.49
RCP III
CI-230
MH-227
15
63.97
61.50
87
2.85
68.09
69.16
RCP III
CI-231
CI-230
15
64.09
63.97
24
0.50
68.09
68.09
RCP III
RD-131
MH-105
12
64.00
62.34
55
3.04
69.50
69.34
HDPE
RD-B2
CB-106
12
64.00
62.26
44
3.93
69.90
68.26
HDPE
RD-133
CB-108
12
64.00
62.56
46
3.11
69.90
68.56
HDPE
RD-B4
CB-110
18
62.12
61.66
46
1.00
70.08
68.56
HDPE
YD-64B
RD-B4
12
63.13
62.12
51
2.00
69.50
70.08
HDPE
RD-B5
CB-116
12
64.50
64.00
43
1.16
68.37
67.00
HDPE
RD-B6
MH-120
12
65.19
63.69
45
3.33
68.25
67.69
HDPE
RD-137
MH-120
12
64.12
63.69
43
1.00
68.25
67.69
HDPE
RD-B76
CB-133
15
65.00
63.00
64
3.12
68.2S
66.94
HDPE
RD-138
CB-130
12
64.00
63.00
48
2.09
69.15
67.80
HDPE
RD-139
CB-129
12
63.69
63.00
69
1.00
69.37
67.80
HDPE
YD-139B
RD-139
8
66.00
65.22
78
1.00
68.50
69.37
HDPE
RD-1310
CB-127
12
64.00
63.00
41
2.41
68.47
67.02
HDPE
RD-Bll
CB-124
12
64.00
62.92
50
2.16
69.50
68.92
HDPE
YD-B11
MH-125
12
61.46
60.41
53
2.00
69.00
68.47
HDPE
RD-CH
CB-121
15
64.42
63.94
97
1 0.50
70.91
68.95
HDPE
YD-CHC
RD-CH
12
67.00
66.53
47
1 1.00
70.00
70.91
HDPE
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C-403
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21464.PE

0" S9.56 SURFACE COURSE
NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH
GEOTECHNICAL REPORT
LIGHT DUTY ASPHALT PAVING SECTION (PRIVATE PARKING & DRIVE AISLES
NOT TO SCALE
' S9.5B SURFACE COURSE
" NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH
GEOTECHNICAL REPORT
HEAVY DUTY ASPHALT PAVING SECTION (PUBLIC R.O.W.
NOT TO SCALE
ASPHALT
4,000 PSI CONCRETE
r-6" CONCRETE MIN.
Ns,— 9 OMSTANDARD DDO PROCTOR
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
PAVEMENT NOTES:
CONTRACTOR SHALL CONFIRM PAVING SECTIONS PER GEOTECHNICAL REPORT
0
/
f FORMED HOLE FOR #4
REINFORCING BAR 2' MIN.
LENGTH (TYP. EA. PARKING
CHOCK) DRIVE REBAR FLUSH
WITH TOP OF CHOCK.
`—STANDARD PRECAST
4" CONCRETE PARKING CHOCK
NOTE: WHEEL STOP LENGTH TO BE 10' ON 12' ONE-WAY
AILSES AND 24' TWO-WAY AISLES. WHEEL STOP LENGTH
6 TO BE 13' FEET ON 30' TWO-WAY AISLES. SEE SITE PLANS.
WHEEL STOP
NOT TO SCALE
WALK
TAPER DOWN SIDEWALK
RAISED SIDEWALK OR TAPERED UP TO
EXISTING HARDSCAPE/SIDEWALK
OPTIONAL WHEEL STOPS.
ISOMETRIC
Y
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N 0
#5 BAR CONTINUOUS (TYP)
3X6-2.9X2.9 WWM AT MIDSLAB
3" THK. PORTLAND CEMENT CONCRETE
4000 PSI MIN.
4" THK. MIN. NCDOT CRUSHED STONE
AGGREGATE BASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
CONCRETE PAVING SECTION
NOT TO SCALE
445 BAR CONTINUOUS (TYP)
3X6-2.9X2.9 WWM AT MIDSLAB
3.5" THK, PORTLAND CEMENT
CONCRETE 4000 PSI MIN.
4" THK. MIN. NCDOT CRUSHED STONE
AGGREGATE BASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
(AT DUMPSTER AREAS PER GEOTECH REPORT)
HEAVY DUTY CONCRETE PAVING SECTION
1. SYMBOL TO BE PAINTED
(HIGHWAY GRADE) YELLOW PER
ACCESSIBILITY STANDARDS.
HANDICAPPED PARKING SYMBOL
NOT TO SCALE
INT MARKINGS
R ADA GUIDELINES.
.:..CINGS
PER ADA GUIDELINES.
5'MIN.
1:12 MAX SLOPE (TYP) I 1:12 MAX SLOPE (TYP)
WALK
L FLUSH WITH PARKING LOT SURFACE
DETECTABLE WARNING PADS
PER ADA GUIDELINES.
WHEELCHAIR RAMP - TYPE 1
NOT TO SCALE
VARIABLE
(0
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BASE DIAMETER TO
BE 0.90"R - 1.40"R
TOP DIAMETER TO BE NO
LESS THAN 50% TO NO
MORE THAN 60% OF THE
BASE DIAMETER
0
N
0.90" TO 1.40" 0.65" M I N! 1.6" TO 2.4"
DETECTABLE WARNING MAT
NOT TO SCALE
�--- 5'
I SIDEWALK
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PAVEMENT CURB
SECTION A -A
DETECTABLE A
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(SEE DETAIL)
5'X5' LANDING
5' 6'
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10:1 MA
17' A V � �
TYPE 2 - WHEELCHAIR RAMP
(DROP CURB)
NOT TO SCALE
DETECTABLE A
WARNING MAT
(SEE DETAIL)^,,
1.3
12:1
5'X5' LANDING
TYPE 3 - WHEELCHAIR RAMP
(CURB RETURN)
NOT TO SCALE
1/8"
RAD.
1/2" JOINT
SEALER
EXPANSION JOINT
1/8"
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4 a
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DUMMY GROOVE
CONTRACTION JOINT
VARIES 4000 PSI
�— 1/4" PER FT. CONCRETE
4"� 11a
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SECTION VIEW
DROP SIDEWALK DETAIL
12.:
12" VAN 9„ R7-aa
RESERVED ACCESSIBLE 12x6'
PARKING 2"
RESERVED
f PARKING
18"
� MUTCD
12"x18„
'L"
MAXIMUM MAXIMUM I
PENALTY 9" PENALTY 9" R7-8D
$ 250 1 $ 250 1 1z"x9"
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NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
7. SIGN LETTERING SHALL BE NIPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAPPED PARKING SIGN
NOT TO SCALE
NOT TO SCALE
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION
JOINT
PLAN VIEW
PROPOSED
CONCRETE CURBING
' CLCVHI IVIV VICVV
NOT TO SCALE
NOT TO SCALE
1/8" R
24" _
r-r
24" CURB AND GUTTER
1/2" R
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NOT TO SCALE
18"
3" R 1/8" R
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24"
24" CURB AND GUTTER
(REVERSE SLOPE)
NOT TO SCALE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO
PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED
BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL
BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL
BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90'
INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
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IRS 12122
C-6.0
PEI JOB#: 21464.PE

TOP OF RISER = 65.00
(3'X3' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
HEIGHT = 36" (3' TOTAL)
EL. 62.00
NORMAL POOL EL. = 62.00
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
3'x3' TOP GRATE OPENING)
*OUTLET PIPE
280 LF 36" RCP (CL.III)
INV. UP = 62.00
INV. DOWN =61.20
SLOPE = 0.29%
*NOTE ALL HDPE OUTFALL
PIPES SHALL BE PROPERLY
6" EXTENDED BASE ANCHORED FROM FLOTATION
(AS REQ'D.) FOR SUBMERGED CONDITIONS
STORAGE POND OUTLET STRUCTURE #1
NOT TO SCALE
*NOTE:
THE CONTRACTOR SHALL ATTACH THE SKIMMER TO THE DRAWDOWN
ORIFICE. ONCE THE AREA DRAINING TO THE BASIN IS STABILIZED, THE
CONTRACTOR CAN ESTABLISH THE FINAL WET POND & REMOVE THE
SKIMMER.
TOP OF RISER = 66.50
(5'X5' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
FRONT OR SIDE (COVER WITH HARDWARE CLOTH)
EL. 63.10
4" SCH. 40 PVC
DRAWDOWN ORIFICE m
I 1
NORMAL POOL EL. = 61.50 j
- i I
PROVIDE WIRE MESH OVER BOTHY I /
TOP OF RISER = 67.50
(5'X5' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
HEIGHT = 18" (1.5' TOTAL)
EL. 66.00
NORMAL POOL EL. = 62.00
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
ENDS OF PIPE TO PREVENT 6" 5'x5' TOP GRATE OPENING)
ORIFICE CLOGGING WITH DEBRIS I
6" EXTENDED BASE
(AS REQ'D.)
WET POND OUTLET STRUCTURE
NOT TO SCALE
3 " 3
1 w w FOREBAY 1& 2 1
0 0
SEDIMENT REMOVAL EL. = 51.50 [1]
BOTTOM EL. FOREBAY = 50.50 (1)
SEDIMENT REMOVAL EL. = 55.50 [2]
BOTTOM EL. FOREBAY = 54.50 [2]
FOREBAY IS DIVIDED FROM THE
MAIN POND BY AN EARTHEN & RIP RAP BERM
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS,
FASTEN WITH J-CLIPS, ATTACH TO A 1 14" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
/ *OUTLET PIPE
300 LF 24" RCP (CL.III)
/ INV. UP = 66.00
/ INV. DOWN =65.00
SLOPE = 0.33%
1
I / REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
6" "/ 5'x5' TOP GRATE OPENING)
*NOTE ALL HDPE OUTFALL
PIPES SHALL BE PROPERLY
06-- 6" EXTENDED BASE ANCHORED FROM FLOTATION
V (AS REQ'D.) FOR SUBMERGED CONDITIONS
3
STORAGE POND OUTLET STRUCTURE #2
NOT TO SCALE
*OUTLET PIPE
485 LF 24" RCP (CL.III)
INV. UP = 61.50
INV. DOWN = 60.00
SLOPE = 0.30%
*NOTE ALL HDPE OUTFALL
PIPES SHALL BE PROPERLY
ANCHORED FROM FLOTATION
FOR SUBMERGED CONDITIONS
STRUCTURAL BERM FILL SATISFACTORY SOILS:
SOILS WITH ORGANICS LESS THAN 2% WITH BETWEEN 30% AND 60% PASSING
THE NO. 200 SIEVE WITH A PLASTICITY INDEX AND LIQUID LIMIT OF LESS THAN
20 AND 50 PERCENT, RESPECTIVELY WITH A UNIFIED SOIL CLASSIFICATION OF
SC or CL; FREE OF ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION,
ROOTS, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER
DELETERIOUS MATTER AS INDICATED BY ENGINEER. COMPACT TO MIN. 95%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY PER ASTM D 698; SOIL
SHOULD BE MOISTURE CONDITIONED BY THE CONTRACTOR BY DRYING OR
WETTING THE MATERIAL TO WITHIN +/- 3 PERCENT OF THE MATERIALS
OPTIMUM MOISTURE CONTENT.
6'
TOP EL. FOREBAY BERM 61.50 �8' WIDE TOP OF BERM WQV STORAGE EL. [REQ'D = 63.08 1 PROVIDEVEG SHELF
D = 63.10] -
- - 1SlQ E1YR
PERMANENT POOL EL. (NORMAL WATER SURFACE) 61.50 AROUNDPOND
3 w 3
1 MAIN POND 1�
k
SEDIMENT REMOVAL EL. = 57.50 * 1' OF POND DEPTH IS FOR
POND BOTTOM EL. = 56.50 SEDIMENT ACCUMULATION
PER DWQ POLICY
WET POND - FOREBAY AND MAIN POND SECTION
NOT TO SCALE
10'
EL. 61.50 EL. 61.50
FOREBAY SPILLWAY DETAIL
NOT TO SCALE
OUTLET STRUCTURE
(SEE DETAIL) TOP OF DAM
EL. = 68.50
PERMANENT POOL EL. (NORMAL WATER SURFACE) 62.00
w
w
0
in
POND BOTTOM EL. = 56.00
STORAGE POND - SECTION
NOT TO SCALE
-OUTLET STRUCTURE #1
(SEE DETAIL)
OUTLET STRUCTURE #2
(SEE DETAIL)
15'
EL. 68.50
�pEL. 67.50
FILTER FABRIC----' 6" THICK CLASS 'B' RIP -RAP
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL.
1- 6:1 SHELF BELOW PERMANENT POOL PLANTED WITH
3 SUITABLE WETLAND SPECIES OR VEGETATION.
1 I6'
� � I I� I
I' p PERMANENT POOL EL 60.00
12„ 3 1 -
WET POND SLOPE SECTION
NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALIS)
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES
OF PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN.
TOP OF DAM
EL. = 69.0
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028847
moo' FNGIO.°����
1110,
071I/1105123
C-603
PEI JOB#:
21464.PE

EXISTING GROUND COMPACTED BACKFILL TO
95% MODIFIED PROCTOR A
IF UNDER PAVEMENT
fV
MARKED: SANITARY SEWER OR
STORM DRAIN AS REQUIRED
/K /� TOP OF COVER MARKED: SANITARY SEWER OR
w �. .. //\�/ tx �.5 STORM DRAIN AS REQUIRED
/ / z/.-
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� TOP OF COVER
t
'�/,/ ;� � •p;� °d,� � /,// SLOPE WALLS TO ANGLE OF
\� `✓/\ ;r\ `� v //\\/ REPOSE OF SOIL OR AS /
APPROVED BY THE ENGINEER
BOTTOM OF COVER
1 /2
o\/\\. COMPACTED PIPE EMBEDMENT A A
TO 90% MODIFIED PROCTOR PLAN PLAN z
5/8" z
w \/ii\,/ ,/ cn
\\'%\ FINISH AS GRADED
PLAN 7/8rr BOTTOM OF COVER
STD. CITY OF WILMINGTON RING & COVER CONTACT SURFACES SHALL BE
COMPACTED NO. 57 STONE 2'-O" M.H. COVER. SEE DETAIL U
MACHINED TO INSURE EVEN BEARING OF NOTE:
PIPE WIDTH +24" SHEET SD-14-01 & 14-02 COVER AND RING I�
RING & COVER CONTACT SURFACES SHALL BE MINIMUM WEIGHTS:
TRENCH BOTTOM 3/4" CEMENT PLASTER MACHINED TO INSURE EVEN BEARING OF RING 261 LBS.
LLI MINIMUM WEIGHTS:
� COVER AND RING COVER 120 LBS.
U_ RING 190 LBS. rc-t
O MAX. CORBEL 1" PER COVER 120 LBS. O
STANDARD PIPE TRENCH DETAIL a_ TEPS 11-1 COURSE N
SD 1-07 U
z H
NOT TO SCALE Q 2'-1 1/4" 2'-1"
d
LLI V-11 3/4" V-11 3/4"
w '-11 1/2" 1'-11 1I2"
2. 25" 75."
Q 7 2.125" 7.5"
4., 4.75" 1„ �}�•"I z 1-- 5n
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k 2' 0 1/2" T-9 5/8" O O W
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Y.;. 2'-9 1/4" Z F•t�
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SECTION "A -A" rr � N
SECTION "A -A" SECTION A -A
GUIDELINES FOR STORM DRAIN MANHOLE STANDARD MANHOLE RING AND COVER STANDARD MANHOLE RING & COVER
SD 2 -03 SD 14-01 SD 14-02
NOT TO SCALE NOT TO SCALE U
BACK OF CURB FRAME GRATE AND H D NOTES: MORTAR JOINTS It" +/- j.$" THICK. NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z
STD, $ USE CLASS "B" CONCRETE THROUGHOUT. O S� 4 co Y PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" Q ob
-
X TOP ELEVATION H- } EXPANSION JOINT �' ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Q H Q
1' D DEDUCT FOR PIPE(S) FROM TOTAL CU, YDS. OF BRICK MASONRY. Q F- rw • 8" E 4,_6rr i1Z '} OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
Z = 12" CENTERS AS DIRECTED BY THE ENGINEER. Z ~ 2
USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. FZ1 = C.7 U �{ 4' 6" H Q tj U CC
Y Y PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" W -I�r'1 Z #4 BAR$ "V" 6 I6 O 4 . FRAME,LL J H Z USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM BLAB. W J ILA CL " Z Z l CIA
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING H40.66. 00
O = rr I „ GRATE & HOOD U � I I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB O O UJ =
m USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Z LL 1L2 1�1 W Q Z LL = AS SHOWN ON STD. NO. 840.00. W Lr Z Li-
n
B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS V O U+ 3,r I f H G.) C7 Ur FOR W-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER H U p C.D
e" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q" H•- r1 \ / Q. H V _ _ _ 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB F j W Z J f / Q W n - _ _ X QUANTITIES ACCORDINGLY. �• = Z W �
AS SHOWN ON STD. N0. 840.00, LL J O Ct O
p OC O H Q H A CONSTRUCT WITH PIPE CROWNS MATCHING. = LL H J W
MIN. FOR 8'-0' IN HEIGHT DR LESS, USE S" WALL. OVER B'-O" IN HEIGHT, USE O C13 R M w R w 6`- O O GO CC O O 03 Q
12" WALL TD W-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z 1-1 o U Z H INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z. p.l� W _V
U..o.�,.v..�'' 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. �- H - a - a PLAN f- H INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A `� N
PLAN X CONSTRUCT WITH PIPE CROWNS MATCHING. a- co tL 0 y OL I m POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. a• H N (� 1'"-
SEE NOTE r W O J Q J� CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r W O W p Z rJ (J
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". O j - m d= Q _ - CHAMFER ALL EXPOSED CORNERS 1". r © 2 i
TOP ELEVATION DRAWING NOT TO SCALE. W _ W TOP ELEVATION ..., - - - - DRAWING NOT TO SCALE. C, �
co toL,•� EXPANSION JOINT *INCREASE THE SIZE OF THE 8" OPENING TO 8" MAX., AS DIRECTED BY THE E r_
USE ON FLAT GRADEStit 2% AND UNDER ENGINEER BY ADDING 2" TO THE WALL HEEGHT ABOVE THE TOP ELEVATION- ADJUST
TOP ELEVATION _ QUANTITIES ACCORDINGLY.
$$EE Y 2" _WEEPHOLES Z Z y� O
STEPS - STD. NO. 840.66 �.■� ✓" G`f
STEPS STD. NO. 840.66 s 3'-0" m 3'-0" DEPRESSED GUTTER LINE PLAN 2ND OPENING �A
EXPANSION JOINT I g IF REO D. y� ^ W
M N. MIN. m o TOP ELEVATION - PLAN OF TOP SLAB SECTION S-S F G
� � a TOP SLAB
TOP SLAB v
1 6+ A o ELEVATION O T TOP ELEVATION #4 BAR Z TOP ELEVATION O =
1 0 6" B E LL NORMAL CURB AND GUTTER ON LIGHT GRADES LL _� GUTTER LINE LL
c... '..n . E 0 N CD IZ■I #4 BAR Z 1,r sr *
_ G H V� TOP ELEVATION NORMAL GUTTER LINE (A OPENING s' HZ-1 W
m� SECTION Y-Y B MIN, Q m 0- Q m d e' 8" TOP ELEVATION c(
z C 8" m Qi W 8" E #6 "W" BARS „ 6�. 7r Q', W v t2
B" D MIN. D 8+, ¢ / n � #4 BAR EXPANSION JOINT
M
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MIN. MIN. _ B
a 6 USE ON GRADES OVER 23 d A " E'
= - @3 EQUAL SPACES r N = _ -,. g" g" = 1Y2 CLR. (� ,a
RISER HT. Tr --1 d I = I o 1042Q O
Vcc -ii PIPE WALL �}
I �y` I{THYCKNEs$ VARIES _
VARIES _ " �q'CLR.
6"MIN. ? :v,; ? ` "•a:; ? O a EXPANSION JOINT 10' M C 6 Q ni 11 1 Il r ■�'
T SEE NOTE Z Ci 2 #4 BARS "U" 6„ 1 0' DEPRESSED GUTTER LINE z V = I m rn (MIN. Z F-
$" T SECTION J-J 6"MIN. :'�:�- ��'. , ... 11�" -•�-«�
• WHERE 30" TO 36" PIPE IS USED TT , Q ~ ELEVATION a ~ �° I 04 BAR z W ~
E T SECTION M-M 3 SEE NOTE (n (V SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES N (� N = SEE NOTE cl)~ Z
he
WHERE 42" TO 54" PIPE IS USED �-■� f
WHERE W' TO 36" PIPE IS USED r Q ~ Q ~ m SEE NOTE '} N F--i
RISERVARIEHT E Q m MINIM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN BASED ON MIN. HEIGHT H WITH NO RISER)- O m SECTION X-X SECTION Y-Y PART SECTION Y-Y 3
F " DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. CONC. IN BOX BRICK MASONRY DEDUCTIONS SHOWING DETAILS AT OPENING O W ^
Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS U BARS V BARS-W TAL ONE PIPE Q
TOTAL 70P BOTTOM TOTAL BRICK YSNR. NI[GK ANC O Q F' � r �y
- - 1 M 1 M D A B C G H E F NO. LENGTH NO. LENGTH NO, LENGTH LBS. SLAB SLAB GONC. IN HALLS CONCRETE C.M. R.C. fY MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H)
1 15;i 3'=0+, 2'-2'' 3'-O,r 0.281 0.281 O.663 1.244 0.031 0.047 PIPEDIM'SlAN BOXWIOTHPE HEIGHT BARS XREIN�F,ORSCINY BARS - Z DIMENSIONS IN SOX BD% LAB ONE PIPE fiO"PE ONE �•" H
I I 0.9 TOP & SOT. SLAB CU. YDS. CONC. TOTAL QUANTITIES DEDUCTION DE NI ONE
all 1 ¢ m 18 3 0 2'- 2 3'-3" 0.281 0.281 1 .043 1 .924 O.Oa4 0.065 D A B H NO. LENGTH NO. LENGTH NO. LENGTH F G rov sole Ror. YLrB WLLfFr. Nr. LBS, REINF, (YIN NI C.S. R.C. rD ='
1 I 24" 3'-0" 2'-2" 3'-9" 0, 281 0.289 1.204 1.485 0.078 0.129 12" 3'-6" 2'-3" V-10" 4 3'-0' 8 a'-3" 2 a'-3" 4'-6" 3' 3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 Q
1 I 30" 3'-0" 2' 2" 3' 4" 4'-3" V-2" 4' 4" 4 1'-6" 3 4' -1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.164 15` 3'-6" 2' 3" 2'-1" 4 3' -0 6 4'-3" 2 4'-3" 4' 6" S'-3" 0.181 0.271 0.250 27 1.108 0.023 0.036 0.046 V
�r 36" W-O" 2'-2" 3' 10" 4'-9 V-8" 4'-4" 4 2'-0" 4 4' 1" 3 4' 1" 49 0.187 0.415 0.802 i.914 2.518 0.176 0.281 18" W-0" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5' 0" 3'-e" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 F�
WHERE 42" I<) W'PIPE IS USED 42" 3'-0" 2r_2" 4r-5„ 5' 3" V-5" 3'-A, 4 9'-8" 3 3' 3" 3 3' 3" 30 0.196 0.373 0.506 2.152 2.880 0.240 0.371 24" 4'-0" 2' 8" 2'-10' 5 3`-5" 7 4'-9" 2 4'-9" 5' -0" 3'-8" 0.226 0.340 0,284 35 1.521 0.059 0.D86 0.068 r
46" 3'-0" 2'-2" 5'-0" 5' 9" 2'-0" 3'-8° 4 2`-6" 4 3' 3" 3 3' 3" 41 0.173 0.410 0.583 2.415 2.998 0.313 D.477 30" 4'-0" W-6" 3'-4" 5 4'-3" S 4'-9" 2 4'-9" 5'-0" 4'-8" 0.278 0.417 0.315 43 1.916 0.092 0.127 0.053
54" 3'-0" 2'-2" 5' 7" 6'-3" 2'-7" 9'-6" 4 3'-0" 6 3'-3" 3 3'-3" 47 0.211 0.448 0.669 2.$08 3.465 0.396 0.595 38" 4'-8° 4' -0" 3 -10' 5 4'-9" 10 5'-3" 2 5r-3'r 5 -6, 5'-O" 0.340 D.510 0.952 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2 ~ 1
DETAIL SHOWING METHOD SHEET 1 OF 2 SHEET 2 OF 2
OF RISER CONSTRUCTION PLAN PLAN * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 42" 5'-0" 4'-6" 4' 4" 5 6'-3" 12 6' B" 2 5' 9" 6'-0" 5'-6" 0.407 0.811 OEM 64 2.914 0.180 0.243 D.O66
$40 ■ 01 $40.01 48" 5'-0" W-O" W-10" 5 5'-9" 13 5'-s" 2 5' 9" e' 0" S' -D" 0.444 0.666 0.407 88 3.298 0.235 0.917 O.D86 $40.04
1L2„CLR. Zp U Zp O
W „ RAD. Q 2" WEEP HOLES GENERAL NOTES: F_ 1/2 r-11'2rr 3r Brr Q V/
Q Q Y^� USE CLASS "B" CONCRETE THROUGHOUT. Q Q rr i /r Q Q ��
Z = U PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z = -LU 1 DEPRESSION N H rr Z CC _
H C'S H C7 A\ 1�8�� 1 HOC�U
a ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. F LL J H
LLJ H LLJ�H 1 r, rl 1 11
V _ W = „ „ O O � S Z I I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O = 1 -ITS 1 - 7% F-P O O d = Z
} v m 2 3 X THICK = Z 12" CENTERS AS DIRECTED BY THE ENGINEER. _ II I
` off. ROUND OR SQUARE LLI ¢ Q Li- = X X W aC � LL = _ W Q Z LL. 1
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q = ---I
s N CUT WASHER F_5<U � - I a0CCQC'3 G E E
IF REINFORCE❑ CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB I- I Q
¢ r H S Z I t- = Z N v "-1 W
LLI AS SHOWN ON STD. N0. 840.00. W 0 I H = Z W M■■�-I
m � 2 HEX NUT ClJI-LLO_j ------1- - - - Cnl-LLC _j
12" L.-12'1 a 0 o ¢ I CONSTRUCT WITH PIPE CROWNS MATCHING. O O Q m - ' _ - _ - 1 - _ - _ _ -� U I ¢
w 6" Z H - I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z H = CV 0 N I Z co CC
f- H INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. E- N I >
n- Q INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
DETAIL OF HANDLE pW POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 0 II r WO o
CHAMFER ALL EXP03E0 CORNERS 1". SECTION G- G m �'" H I �: Q a
W
1J�"CLR. y DRAWING NOT TO SCALE.
11'2" #3 BARS „X„ 1�" PLAN r 1r-41�2" 1r-41�1+ F++!-� O 7` Qz
CLfl. EQUALLY SPACED CLR. Z WITH GRATE & FRAME REMOVED
PLAN OF FRAME Lo
F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" H 1 r-7%rr 1 r-7h, CAST IRON U) 7.
AND ALLOW HANDLE TO MOVE VERTICALLY. Q �2! N 0/7"�� �
m BRICK COPING(INCIDENTAL) W Co {-1--'yj Z O
PLAN Ir PLAN OF GRATING Q ,�
PRECAST OR CAST IN PLACE TOP SLAB © = TOP ELEVATION O W 2' 3 /41/ O LL Q ~ < < z
ILL.1 CAST IRON z (n a a
V v STD. 840.16 FRAME
F 1" PIPE SLEEVE X 3" LONG. Z Q W z Z W Z �_ U D Q� 0 Z
o ff & GRATE J co ~ a �_ LL O
#4 BARS "Y+' HANDLE �1'r PIPE SLEEVE H
Q A B R #4 BAR Q H 3 Z p who a § w 'z
PART SECTION °- 1/ rr rr 1+ rr ¢ Q ,� ,�/ ° z W z d U Q W
p„ B 1�g 1�g �� oo 0- °a�� 0 0co00v
l THRU COVER SHOWING HANDLE
�L ++ rr rr T
O _ �1
��It I I �10 1'r 1 1 Wcn
#3 BARS „X„ n ❑ = I io I "6-
p cc 19118rr 21f r 3r-3 n ,fir .3R� rr ❑ _ �� �����\ CAR
Z 0 z r rr '4 Q r`1 SEAL ��1111tI1//
EQUALLY SPACED FI „ Q � m I Q W H 1%811 11 z � �\ �N • .�7
1+� CLR. F_ z DOWEL ~ I I - I ( p1ES• .9
Cn In W A c rr A c :r .{.r Ir 'i,c rr U) �
SECTION V-V W = - - OC iv SECTION H - H �4 r ,r�4 74 , �,4 w ��•': _
#4 BAR 0 N m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE 18' fO } I 3 _2 2 -2 I� � } J Cn
G N ©W r SECTION X-X SECTION Y-Y o o r _ o Z � -A 028847 ��
Q Q rr i r rr Q ~ i �•• F• W
o o ti 21✓8 i 21/8 _ t O p. 3 . o •• NGI NEB
„ #4 BARS "Yf1 = W DIMENSIONS AND QUANTITIES FOR DROP INLET{BASED ON MIN. HEIGHT, H) _ i, J .......••�
ilk CLR. 1 CLR. r n ♦ 5 S
EQUALLY SPACED DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR g _ 1 N N Zr 1 ,r N N O w //y G G LINE
„ „ 6" :.� PIPE SPAN WIDTH MIN. HEIGHT CONIC. IN BOX ONE PIPE _ 77j��1111111����\
#3 BARS X
J.� D A B H BOTTOM
WAIL HER TOTAL 3r_sn ,zr-(0. rr O
CONCRETE 09112122
/�9(7 2 2
FOR YI NIYOM C•M. R.C. �• V.7 I G GG
HEIGHT H
DOWEL 12" 3'-0" 2'-0" 2'-0" 6.222 0.222 0.592 0.015 0.026 LL
SECTION W-W 15" 2'-3' 0.640 0.023 0.0
18" 2'-6" 0.703 0.033 0.049 49 SECTION E - E SECTION F - F
24" 3'-0" 0.814 0,059 0.085
SHEET 2 OF 2 30" S'-O" 2'-0" 3'-6" 0.222 0.222 0.R25 0.092 0.127 SHEET 1 OF 1 SHEET 1 OF 1 C-6,04
840.04 840.14 $40■16 w
PEI JOB#: 21464.PE

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W MORTAfl JOINTS WALL TIE m WALL TIE f/) 0
@ LL _1 LL _J (SEE GEN. NOTES) @ Is" CTS. @ 16" CTS. LL --I
F- F-
m / U> q GENERAL NOTES: p0 to O CO'-'d „ „BAR 04 „ „ Q O Un
+ DOWEL "C'r z x USE STANDARD OR JUMBO BRICK FOR WALL CONSTRUCTION. SOLID z x @ e+' crs.crs. Z .>
CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL BILL OF MATERIAL f' 1-i "B" BARB " " p~
a Lu @ 12 CTS. @ 72" CTS. W
/ m O ❑ INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL MR Z LENG W) r G ❑ 4., " ,"QAR 'A" BAR a" 1 ❑ ❑
IN THE UNIT PRICE BIQ FOR EACH UNIT. A 8 #5 1'-2" 9.7 0 12 CTS. 1
PLAN B 14 #s 5'-6" ao.3 _
OPTIONAL MANHOLE ++ INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER. C 26 #4 V-6" 26.1 a"
SEE GENERAL NOTES 5' 9 (WITHOUT TOP) CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM
CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 A BARS TIED TO v is #5 6'11 101.5 v ;p ;p•' H
FOR PLACEMENT AND ++ 11 •.CI'• •V ', d
STEEL INFORMATION 7" 7' SEE STANDARD OVER a rr STEEL TOTAL WEIGHT 217.8 W
T ++ FOR MANHOLE COVER &FRAME TO THE REBAR MAT AND SET SO A MINIMUM OF 3 CONCRETE COVER IS , „ J W
HOOK 2/sz RADIUS HOOK x ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION. x 2' - 2 -I W
n „ 4'-5" MIN. 6'-1" MIN. Z F-
BRICK MAY 8E USED TO © Q CU. YDS. CLASS AA CONC. 2.6
FINISH GRADE ADJUST FRAME &COVER m W CU. YDS. BRICK/FT. HT. (8" 0.53 m W ~ cc
PLAN OF TOP SLAB „ „ TO SURFACE ELEVATION MAX. V Dr ❑ PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH CU. YDS. BRICK/FT. HT. (12" 0.04 CC ❑ SECTION X-X SECTION Y-Y tY
Y BARS CONCRETE TOP SLAB LL z Z STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66. O Z BRICK ALT . LL °`
w L` O G ❑ z
6 LL
"Y" BARS @ 111 "CTS. 6" BAR DIMENSIONS ARE OUT TD OUT �v o a o "B" BARS O N ❑ SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS. �e E„� ❑ (g Z
' 9 o' V' .
1' O' Z Z Z z 2,_4," 4' O" FOR Z ¢ O
• T v d MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'. H d FRAME AND GRATES ANCHOR FRAME AND GRATES li W (n
3 0 >
CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH d Z ' - - - - - - Q W W
Q' : 2 N GC N 8' B v v
cf�
m ❑ d SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS.
L) ®. m z 4'-8" ❑ {J) ❑ c/) 2' in n ❑ Q: W
¢ Z it Q Z IL
Srr w u�1 a" ❑ E.,1 F-L ❑1.4
C" BAR 2" O
z n. z CL �. o° r,B"' BAR @ 12 CTS. z O
m N / STEPS SEE Q x �. _ „F„ BARS N 2" @ 12" CTS. Z ❑ 1
4 ;a GENERAL NOTES O S b � L--�I
„ ., 1..E O
'.O'• 12" m ti m Fi B" BARS @ 6 CTS
. p•'n ` Q @ 12 crs. . P' 4" ? 4,, d 2 Oc
• 12 PIPES SHOWN (� W '>>• 0 W ( • 2, 4" $
SEE INSET "A" FOR ILLUSTRATION ❑ �..� CD ❑ �„� Un P ❑ m
w `r a DOWEL "C„ PURPOSES ONLY d O d N. O @ t2 CTS. „O„A I q Q
O O 2„ @ i2 CTS. 2," o U �� " I To z SEE NOTE {� �L ,Q' 4 m o UY
6' B INSET nA" o S •' - - - o a pa' N N
PLAN OF BOTTOM SLAB CONCRETE BLOCK W = w u- "D" "A" :e LWI.
W ~ ~ N q°_O+' r I•r 5' 8" 12 • I Q, WO U
NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK.
rr " " .. MAX. PIPE DIAMETER IS 18" R.C.P. MAX. PIPE DIAMETER IS 36" R.G.P. ~�
AND SECTION A 12 THICK. - - I"
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A _ SECTION Y-Y
DESIGN WILL BE REQUIRED FOR APPROVAL. 9" SECTION X-X CONCRETE ALT . -HORIZONTAL
O/ (�
-HORIZONTAL AND VERTICAL ALTERNATE MAY BE ADJUSTED A3 THE
NOTE 3: USE SINGLE MAT REINFORCING STEEL; "Y"' BARS @ 111/$" FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE. L� 1/-rY•1
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU CONCRETE BOTTOM SLAB SHEET 1 OF 2 SHEET 2 OF 2 -MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0", SHEET 1 OF 2 [�
OF HOOK BARS IN BASE SLAB. SECTION X-X /� q -MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER. 1840..
q
(WITH TOP) 840 ■ 34 840 . 34 -DEPTH OF STEEL GRATE WILL REQUURE DEEPER SEAT ALONG SHORT WALLS. 5 l�rl' F•�y �.,/
Z
O
z 6" 'L' 6" 6" 'w' 6" z GENERAL NOTES: , + o
Q Q OPENING SHALL BE L OR W+ 1 -O cn 4
1-1 a) i-•1 U * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED H } x -•+-1 BILL OF MATERIALS >- > ¢
6EE SECTION Y-Y FOR DIMENSION 4r, COMMON CONCRETE ALT. BRICK ALT. qd¢ - z 1 CLR. TYP. - z , ¢ `� STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13, d F�
z ~ V iD #4 REBARS fO #4 REBARS z E- _ #4 KEBABS z - O I :.
BAR E LENGTH QUANTITY WEIGHT LENGTH QUANTITY WEIGHT 2m U+ 4, H 0U 840.14, 840.15, 840.17, 840.1B, 640.19, 840.26, N U s" CENTERS "xo �? z
A 6-4 6 7-7 47.7 LLJOI-1 _ -------� �--- LLJ©r-rB40.41.;v LL'-ID-HZ
a z .. a z 840.27, 840.28, 840.31, 840.32 AND
e #5 3-4 16 3-4 1 56.3 00 2 00 = p....,,, C30Unx F- t�
#5 2 -B 1a -o- -o x O - ' ' - ' ' - D_ Cn - * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ ¢
3 4 w¢¢ 11- x I I "' o I '• w o THE PATTERN OF THE ° W¢ Z W x 1 #5 BARS W 6 0=
# o F- U = O O I I -' I i : m` :..° F- U Q Ug FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. I @OPENING Q U = Q CH'3
¢ ,-, m -coKNOCK-OUT d �, * STEPS 'C-C'
r F- U
a -B o 7 < = F- z I I I ¢ n -' :v: , o = F- z DO NOT PLACE PRECAST DRAINAGE STRUCTURES SECTION C - C ~ = z w
rn w Q J I I '" y� 13++ '-' PANELS ARE SHOWN n. 0 00 E- W O J UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. ' O 0~C
Y Y REINF. OT G 328.6 222. a ,- r 3 Q %� 0 0 CA q 1 #5 BARS 3 0 N CC
O q I eE v I' FOR ILLUSTRATIVE o,;: : v x '-' o ¢
E N Y 0.68 O ❑or I I -' I i o; o a x * USE 4000 PSI CONCRETE. C @OPENING C z 1-+
1 N BETE IN WALL CA AA (CUBIC YARD 2 -0 '�- F' :• I I g r° PURPOSES ONLY. ° .' ,° • ° °.' ° ° .' ° z +-+ 1
L T IN AR -0- 0.36 F'> 3„ " 3 I , ' o- . ' E- PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR n 10 H
FRAME AND GRATES >< - - 0.91 d ❑ #5 REBARS 12 I #5 REBARS I .4 .o• .o' , '.a d I --I r W ❑
w CENTERS TYP. 12"CENTER$ ° ° ° ° w 0 GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. �'.q
x 1.02 , ( _ �a 4' 0''.0' 0', �': v":;b .'v :ro'' ❑
z ❑ ----- ----- ----------
0 7 4 1.93 �o 'o * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL '.`�';.d: ''`o- " p., U w
- CONC. CUBIC YARDS IN LL FOOT OF HEIGHT 0.35 0.14 ; ., ,• i , :.v . n , - e,• n °" a ° r rr , o•' - 6 MIN.:
wBRICK" STRUCTURE TO 10 O LIMIT SOLID WALL STRUCTURE °.�':� a.
UBI YAFiOs IN WALL F T F HEI T 0.34 Z - - ✓ o ° ° ° - L Z
1 1 1 P r- a
LBS. OF REINF. STEEL IN WALL FOOT OF HEIGtLT 94.9 47,6 SECTION 'A -A' iD b, °`. 4, '° o' o, G ti'-'° TO 15 0 .
SECTION B-B a. a° _
' W� r + rr D o :� - ;�:- ° * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" 'L' t
VERTICA BARS J cn .-c� L + 1 0 co ° p '--- o OSHA STANDARD 1926.704. 0,•`4.e" o.q..p°- ca `�
"E" & "F" HORIZONTAL BARS Z B !+ ° ° ILI * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB �• ..e. o: �• . W
�., o
1 MIN. .�, .. °.. .a• .' � :. 4 :...... a .: ,.. •...• , � O F,.. N
.• a ::� REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES -1 0.;4 ;4
X er STRAIGHT BARS =O U. - A A ++ CLR�{TYP} =O SO THAT PIPES ENTER THROUGH THE v n 0 �' J Z U
❑ o #4 R BARS C 1 MIN.
"A" & "0"' BASE BARS 4NNIN N LL I= z `CLR.(TYP) :--v WAFFLE WALL ISOMETRIC VIEW LL � J KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH � CORNER CUT DETAIL O � Q O � � � ��
PLAN o d o 4x4 W4xw4 -1 THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 OF z } .-
z a a oc ¢ (SOLID WALL BOX) F-
SEE SECTION Y-Y FOR A BARs s" RADIUS '-' W - w+NF (LAP #5 REBARS @ 12" I' $ WALL IS PROVIDED ABOVE THE HOLE. w W O u n
SPACING AND COUNT a° RADI S _ WWF 6" ON- CENTERS (HORIZ. N * ALL ELEMENTS PRECAST TO MEET ASTM C913. ++ ++ Q � ❑ U v
912' BEND W d W 6 L OR 'W' fi W I
2" RADws �.r .I' x - - TO REBARS) & VERT.) x J * x ❑ N C-)
17 BRICK FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE _ ❑ I••1
I I ❑ (USE WITH �' o W w #4 REBARS W Z
❑ ~ U' + LL OR BRICK IN ACCORDANCE WITH STANDARD 840.25. CO{ V
a" CONC. I __ I 4 X 4 & LARGER V' 6" CENTERS - ❑ + BASE BARS a BRICK CC w - DRAINAGE STRUCTURES x a `C PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH 1 CLR a[ Q N _
+� Q J ++ B +1_1 +}D TYPICAL) d Z' ,.. #4 REBARS - +� Z w
CORNER BARS z = 6 L 6 D v ❑ N ❑ STEPS AS DIRECTED BY THE ENGINEER. 1" 6" CENTERS " � z N F- E �'
GENERAL NOTES: O a'.Q.°... v °.; ¢ Q z * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG °' CLR *' d Q C
o�- -USE CLASS 'AA CONCRETE FOR CAST IN PLACE CONCRETE BOX. "� Z ❑ WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW - F- `= AS THE SAME AREA OF STEEL IS PROVIDED. ~ Z
-USE CLASS 'B' CONCRETE IN THE WALL CAVITY FOR REINFORCED U j �"� +r t r n V. , , 6++ v ' ° �' ;o ° v-' ° Gn Q J
oU BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE. Z 6 L 6 6 w �. o. o. ❑ * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
o H PRECAST RISER PLAN PRECAST RISER DETAIL �- ^ W
-CHAMFER ALL EXPOSED CONCRETE CORNERS 1 . >- Q o . • v v . ; o o' : ; v . v ; ; �' J r
USE FORMS TO CONSTRUCT THE BOTTOM SLAB. W o '. o'; ° ', ° , o ° .', o: ° :'• d F- O BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, d W
x� „ „ o :a o . °;; ." (b AASHTO M-198, TYPE B - BUTYL RUBBER. '�-
Zz -IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION ❑ m 1 MIN. CLR. 1 MIN. CLR. :� o. ,,. , Q- �- . p. ❑ " , •o •:v, .v• Q 4 W
to F- 0' C 4 • . • '.4' . , . '.4' . .4' . . , '.4' . *•
u PROCEDURES SHOWN BY STD. DWG. 84D.00. q 4x4 W4xW4 - o P v a ;,. v :, p ° :: P ° :: do Q LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR .e.,• o• a:,: e a O CD
Ua PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN O V p - o• ly 0' 0', 0, ''' ° ' D, ''' V r rr r " .,•?;::?' •'d : :,•d':ro
wy LIEU OF BRICK MASONRY CONSTRUCTION. H w p WWF (LAP o ;a ° v• ° ;o• ° ;o . ° ;o ° DIMENSIONS OF 5 -0 X 5 -0 ` g: `' tZ W
CJ 4x4 W4xW4 J r o o ff o w v.• a
W -INCLUDE REINFORCING STEEL COST IN THE UNIT OR a wWF LAP WWF m WWF 6 ON s' ¢ iD p• o o, 4.,�.. 4 (ti * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
v"'i LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE". (,L rr ( ' • ¢ TO REBARS) a• H o' - o :. a' a' ': b' ° v• o'
REFERENCE STD. DIYf�. 840.25 FOR FRAME ANCHORAGE. O 6 ONTO REBARS) p a 0'. '' °'.�' o' 4', ° o ° REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE �� �+
Q LL a QX• ° ° ' " ° ° ° SIZE WHICHEVER IS GREATER. 6 6
-CONCRETE BRICK, JUMBO BRICK AND 4 SOLID CONCRETE BLOCK ¢
1 I WILL BE PERMITTED. #5r REBARS 2 P :°.'v' ' ;'a' °.'o' ' ;'o * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
#5 REBARS 12 ?• 12 CENTERS •' �'. o - •° •'- •'. o
-CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE CENTERS (TYP.) TYPICAL ° a°' ° °°' REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
STANDARD SPECIFICATIONS. o
PLAN OF BASE -PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS ? av :,•a,.,p' :to',:: P .i
SPACED 12" ON CENTER AS DIRECTED BY STD. DWG. 840.66. SHEET 2 OF 2 " P "'v '?p - SHEET 1 OF 2
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. 840.35 SECTION 'C-C' m SECTION 'D-D' SOLID WALL ISOMETRIC VIEW OPTIONAL JOINT DETAILS SHEET 2 OF 2
840.45 840.45
U
GENERAL NOTES: z NOTES: z CLEAN OUT END CAP ADJUST
a t.. O INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. 0 GRADE PER FINISHED GRADE
;, r a• * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS, >
:i ,r>� F- STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H FINISHED GRADE _ ti
�. h ; . q ; . 840.04, 840.05, 840. 14, 840.15, 840.31 , 840.32, 840.34, ¢'¢ THE ENGINEER WITH DETAILS OF THE PROPOSED SRPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. q d 3 (PROVIDE CAST IRON BOX IN w
1" MIN. fin Err * 840.35, 840.36 AND 840.41. 5 F_ � • Z Q =
oc=U - - - - -- - -- --- -- - -- -- 1-r COU PAVED AREA
INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE t-1 o 0 - LL J H
CLR. (TYP) SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. d=z ( oOcn=z
1" MIN. * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. = ZI _ W Q Z LL
CLR.(TYP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 �OgOx L 1++ V Q 6" MIN.
'° WELDED WIRE FABRIC (WWF). q 2 H " ¢ F1
0 4x4 W4xW4 „ * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-O". F- = ~ Z Lu 1 ~ = Z W V-••�
WWF (LAP #5 REBARS @ 12 * C0 O
+ CENTERS (HORIZ. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD OC661••1-J 0 = WO " Q
WWF fi ON „ 1926.704 . O O O - - °r 0 O
TO FABRIC) & VERT. } * z 1-4 1� �° _ Z ' ' INJECTION MOLDED
USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED - �, a +� } L.�
( F CL F-r ST 45° BEND `INJECTION MOLDED ST 45° WYE
+ + UNLESS ALLOWED BY DETAIL IN PLANS. F••r
4 X 4 &LARGER tL -►I ❑
DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM 0913. , w❑ ❑ - �r r o (OR INJECTION MOLDED TEE).
Q TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE SUBSTITUTE 45' BEND FOR END OF O
V-6" LEGS * OR BRICK IN ACCORDANCE WITH STANDARD 840.25. 1 O
PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH -� PLAN SIDE LINE CLEANOUT
PLAN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STD, NO, 840.66. ELEVATION
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF PLAN SIDE _ U Q c-•�
MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED. ELEVATION
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION B40 OF NCDOT a r,
m STANDARD SPECIFICATIONS. °• -
#4 REBARS @ * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS I- _ N T�
CL
#4 REBARS @ 6" CENTERS co TO B'-O" X W-O". CIi !-' O W C-
6" CENTERS EACH WAY = * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE91 1
uj
EACH WAY F SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER W 0 14It LL I--{
LOCATED IN IS GREATER, z W = I' 1' O„ I CAST IRON CAST IRON zz N O O
CENTER THIRD TYPICAL PRECAST * ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA 1--I IN -LINE CLEANOUT
OF WALL #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. d ~ ELEVATION ELEVATION $ W
RISER SECTION DWG. 840.34 FOR MANHOLE INSTALLATION. d = NOT TO SCALE `✓
0 cc
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4 . < <¢ -
PRECAST RISER PLAN ac Co #6 BAR OR 0 DOWNSPOUT z z
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z 6+, ,Lr 6++ z W r) 1 +, ¢ ARCHITECTURAL �-( E
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6 CENTERS Q it _ O a _ E- -i r z O (D
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• x yv q v INSERT INJECTION MOLDED, ��F d ? w o
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-- - --_ A- -1 OPENING 1" 6 b p r, G STEEL 1 OC'zw Qc¢iwXx
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CLEAR (SEE NOTES) CENTERS ,o. a�. .Q 4~.' 12„ U 4. Li Of 0 0 0 0 0 U
q o ' SNAP
LOCATE OPENING z 0' :: :: v :.• o' ;; o o' p• ?., ELEVATION NOTE:
AS REQUIRED TYPICAL SECTION I ++ I CONNECTION R SEAL
a' 0 # DEFORMED 12 DO NOT USE IN
TOP SLAB -� 0 ����L11i11P/////
(SEE NOTES) 6 `. STEEL ROD SANITARY SEWER MANHOLES. \� /
6" TYPICAL SECTION SHEET 1 OF 1 ELEVATION SHEET 1 OF 1 *INJECTION MOLDED ST `� �N• CAROZ�
SECTION A -A 18401.66 TEE FITTING (SIZE BASED
MI"' PLAN TOP SLAB MI"' OF BASE UNIT ISOMETR C VIEW 840.46
ON STORM DRAIN SCHEDULE). --
ADS HDPE N-12 HP - i 028847 _=
STORM PIPE SIZE
TO MATCH ROOF �T� �'�T'�IVGIN' ��' G`���
DRAIN, 6" MIN.} i/CiiICL0"1
NOTES: 09 '72/22
u I
INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES,
REDUCERS, 45' BENDS AND BELL/BELL COUPLERS,
ROOF DRAIN DETAIL WITH CLEANOUTS C-6.5
NOT TO SCALE
PEI JOB#: 21464.PE

SCHEDULE C
COMMITMENT DESCRIPTIONS
TRACT 1
Being that 1.43 acre Tract in the Town of Holly Ridge and described in a Deed from Janie Marie
West, single, to Gordon Darrel Ottaway dated November 1, 2004, and recorded in Deed Book 2343,
Page 222-224, Onslow County Registry, and being identified as Onslow County Tax Parcel Number
73541.1, more particularly described as follows:
Being all of that certain parcel of land lying and being on the Western side of the ACL railroad tract
and the Northern side of Fourth Street near the town of Holly Ridge.
BEGINNING at an iron stake in the Northern edge of Fourth Street, which iron stake is located 150
feet West of Northwestern right of way of the ACL railroad, the same being the Southwestern corner
of the Darrell Ottaway lot as recorded in Deed Book 288, Page 481, and runs thence along and with
the Northern edge of Fourth Street North 30 degrees 11 minutes West, a distance of 381.30 feet, to
an iron stake in the Eastern edge of A Street; running thence along and with the Eastern edge of A
Street North 59 degrees 47 minutes East 87.66 feet to an iron stake in the Douglas M. Gray line;
thence along and with the Douglas M. Gray line South 55 degrees 54 minutes East 371.98 feet to
an iron stake, the Northwestern corner of the Darrell Ottaway lot; and runs thence with the Western
lot line of the Darrell Ottaway lot South 49 degrees 18 minutes West 253.29 feet to the BEGINNING
containing 1.43 acres more or less.
Onslow Co. Parcel #028331 (735-41.1)
TRACT 2
Being all of that parcel or tract of land as described as Tract 1 in a Deed from M.J. Wilson and wife,
Bodell Wilson to G. Darrell Ottaway dated April 24, 1972, and recorded in Deed Book 446, Page
631, Onslow County Registry, reference to which is made for a more complete and accurate
description and is identified as Onslow County Tax Parcel Number 73545, more particularly
described as follows:
Being all of that certain parcel of land lying and being on the Western side of the ACL railroad track
and the Northern side of Fourth Street near the town of Holly Ridge, BEGINNING at an iron stake in
the Northern edge of Fourth Street where the Northern edge of Fourth Street intersects with the
Northwestern right-of-way line of the ACL railroad and runs thence along and with the Northern
edge of Fourth Street in a Northwesterly direction, a distance of 150 feet to an iron stake; thence,
North 49 degrees 18 minutes East to an iron stake in Douglas M. Gray's line; thence, along and with
the Douglas M. Gray line in an Easterly direction approximately 150 feet to an iron stake in the
Northwestern right-of-way line of the ACL railroad; running thence with the Northwestern
right-of-way line of the ACL railroad in a Southerly direction 320 feet to the beginning.
Excepting therefrom the following parcel of land:
Beginning at a point 85 feet northwesterly of an normal to Survey Station 1253+00, Survey Line L-1;
thence northeasterly, in a straight line, towards a point 90 feet northwesterly of and normal to
Survey Station 1256+79.09, Survey Line L-1 to the point of intersection with the northeastern
property line of the Grantors common to Douglas M. Gray, now or formerly; thence southeasterly,
along the aforesaid northeastern property line of the Grantors to the eastern property corner of the
Grantors; thence southwesterly, along the southeastern property line of the Grantors to the southern
property corner of the Grantors; thence northwesterly along the southwestern property line of the
Grantors to the point of intersection with the northwestern right of way of the project, said right of
way boundary at this point being on a straight line between a point 85 feet northwesterly of and
normal to Survey Station 1253+00, Survey Line L-1 and a point 130 feet northwesterly of and
normal to Survey Station 1248+00, Survey Line L; thence northeasterly in a straight line to the point
of beginning.
Onslow Co. Parcel #019651 (73545)
AS SURVEYED DESCRIPTIONS
TRACT 1
SCHEDULE B - PART II
EXCEPTIONS
1. Taxes for the year 2022, and subsequent years, not yet due and payable. - NOT A SURVEY
ISSUE.
2. Rights of tenants in possession under unrecorded lease of less than three (3) years duration. -
NOT A SURVEY ISSUE.
3. Attention is directed to the fact that the property does not appear to abut a public road or
highway. This policy does not insure title to any right of way or easement over adjoining or adjacent
property to any such public road or highway. TRACT 1 HAS NO ACCESS TO A PUBLIC ROAD.
TRACT 2 ABUTS U.S. HIGHWAY 17.
4. Title to that portion of the Land lying within the bounds of the railroad right of way of ACL
Railroad. - RAILROAD RIGHT-OF-WAY IS ABANDONED - DOES NOT AFFECT,
5. Easement(s) to Carolina Power & Light Company recorded in Book 5 at Page 455. (As to Tract 1
and Tract 2) - SURVEYOR IS UNABLE TO ACCESS.
6. Easement(s) to Carolina Telephone and Telegraphy Company recorded in Book 472 at Page
774. (As to Tract 2) - BLANKET EASEMENT - NOT PLOTTABLE.
7. Easement(s) to AT&T recorded in Book 894 at Page 684 and Book 1323 at Page 301. (As to
Tract 2) - BOOK 894, PAGE 684 AS SHOWN HEREON. BOOK 1323 _PAGE 301 LOCATION IS
BASED ON INSTALLED UTILITIES - 10' WIDE - NOT PLOTTABLE.
8. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the
Title that would be disclosed by an accurate and complete land survey of the Land. The term
"encroachment" includes encroachments of existing improvements located on the Land onto
adjoining land, and encroachments onto the Land of existing improvements located on adjoining
land. Paragraph 2 (c) of the Covered Risks is hereby deleted. - NO ENCROACHMENTS FOUND
DURING SURVEY.
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump Sound Township, Onslow
County, North Carolina, said parcel being known as Tract 1 as shown in Deed Book 3538, Page 585, Onslow County
Registry, and being more particularly described as follows:
Beginning at a point in the northern margin of Drag Strip Road (Formerly Fourth Street), said point being N 75°27'21" E -
11.16% N 65° 13'57" E - 41.01', and N 40°48'29" W - 164.16' from a U.S. Coast and Geodetic Survey Monument "C-116", said
monument have NC Grid Coordinates of N: 270343.62, E: 2431276.53, and running thence with the northern margin of Drag
Strip Road (Formerly Fourth Street) N 40°48'29" W - 381.33' to a point;
Thence with the eastern margin of A Street (unimproved) N 49°09'31" E - 87.66' to a point;
Thence with the line of Murray et al described as Tract One in Deed Book 265, Page 630, S 66°31'29" E - 371.98' to an
existing iron pipe;
Thence with the line of Tract 2 as shown in Deed Book 3538, Page 585, S 38°40'31" W - 253.33' to the Beginning.
Said parcel as described containing 1.43 acres, more or less.
TRACT 2
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump Sound Township, Onslow
County, North Carolina, said parcel being known as Tract 2 as shown in Deed Book 3538, Page 585, Onslow County
Registry, and being more particularly described as follows:
Beginning at a point in the margin of U.S. Highway 17, said point being N 75°27'21" E - 11.16' and N 65°1T57" E-41.01'
from a U.S. Coast and Geodetic Survey Monument "C-116", said monument have NC Grid Coordinates of N: 270343.62, E
2431276.53, and running thence with the eastern margin of Drag Strip Road (Formerly Fourth Street) N 40°48'29" W -
164.16' to a point;
Thence with the line of Tract 1 as shown in Deed Book 3538, Page 585, N 38°40'31" E - 253.33' to an existing iron pipe;
Thence with the line of Murray at al described as Tract One in Deed Book 265, Page 630, S 66°31'29" E - 160.56' to a point;
Thence as the margin of U.S. Highway 17 the following two (2) calls:
S 39'39'10" W - 165.73';
S 35°20'49" W - 159.95' to the Beginning.
Said parcel as described containing 1.03 acres, more or less.
IPF
ZO6 .69
/ J�0o�A66 56637?g,"
26oz23"01_0
T,qt)
\
\
/ TRACT 1
\ FELIX & CONNIE OTTAWAY
\ D.B. 3538, PG. 585
PIN:423703102618
/ s 1.43 AC.
62,181 SQ. FT.
BERNICE COWAN \
ALICE-FAYE HOLLEY NEAL \
D.B. 4215, PG. 600 2
/ PIN : 423703009502 A°°
LINE BEARING DISTANCE S
T
QoGti��� �,
�L TO
/RUDOLPH SHEPARD, JR.
SHARON SHEPARD / \ �
D.B. 4202, PG. 593 / l J
PIN:423703100336 /
/
/
L4 N 75°27'21" E 11.16'
L5 N 65°03'57" E 41.01'
/6'
A
\'rs.
USC&G MONUMENT
"C-116"1963
N: 270343.62
E: 2431276.53
/ STANLEY SHOLAR
/ D.B. 1156, PG. 49 A�.
/ PIN: 423703101226 �
DOUGLAS M. GRAY & OTHERS
D.B. 3098, PG. 792
D.B. 3120, PG. 822
D.B. 4754, PG. 879
D.B. 5670, PG. 525 ,
PIN:423703018488
AlJ�\�P�h IRF
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TRACT 2
FELIX & CONNIE OTTAWAY
D.B. 3538, PG. 585
PIN:423703103565
1.03 AC.
44,794 SQ. FT.
Q• ��
9
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AGO
ZONING INFORMATION
TOWN OF HOLLY RIDGE ETJ
ZONE: R-20
MINIMUM AREA: 20,000 SQ. FT.
FRONT SETBACK: 35'
SIDE SETBACK: 12'
REAR SETBACK: 30'
MAXIMUM HEIGHT: 40'
LEGEND:
O IPF IRON PIPE FOUND
Q IRF IRON ROD FOUND
® IRON ROD SET
EI CMF CONCRETE MONUMENT FOUND
9 PKF PK NAIL FOUND
SUBJECT LINE
— — — — — — — EASEMENT LINE
---------- ADJOINER PROPERTY LINE
NOTES
1. AREAS CALCULATED BY COORDINATE METHOD.
2. HORIZONTAL DATUM (NAD 83-2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER-V GPS
RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
3. SUBJECT PROPERTY IS LOCATED IN ZONE X — NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN
ON FEMA FLOOD MAP NO. 3720423700K BEARING A REVISED DATE OF 06/02/2021,
4. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM
INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.
THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING
ACTIVITIES.
5. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
6. NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS
OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.
7. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK.
0
8. SUBJECT PARCELS HAVE DIRECT ACCESS AND CONTACT TO DRAG STRIP ROAD AND HIGHWAY
17 AS SHOWN.
4-4 CO
>
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D
9. NO CEMETERIES FOUND DURING THE PROCESS OF THIS SURVEY.
10. ZONING AS SHOWN BASED ON TOWN OF HOLLY RIDGE ZONING MAP AND ORDINANCE. NO
ZONING REPORT WAS PROVIDED TO THE SURVEYOR AT THE TIME OF THE SURVEY BY THE
CLIENT.
11. THE INSURED LEGAL DESCRIPTION IN THE COMMITMENT IS THE SAME PROPERTY SHOWN ON
THE SURVEY.
12. NO WETLAND DELINEATION MARKERS WERE OBSERVED ON THE PROPERTY DURING THE
SURVEY.
SCALE: 1 "=60'
0 30 60 120 180 240
Z
/6'
A
\'rs.
USC&G MONUMENT
"C-116"1963
N: 270343.62
E: 2431276.53
/ STANLEY SHOLAR
/ D.B. 1156, PG. 49 A�.
/ PIN: 423703101226 �
DOUGLAS M. GRAY & OTHERS
D.B. 3098, PG. 792
D.B. 3120, PG. 822
D.B. 4754, PG. 879
D.B. 5670, PG. 525 ,
PIN:423703018488
AlJ�\�P�h IRF
IPF
(cc) �t QQ�go,Q
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TRACT 2
FELIX & CONNIE OTTAWAY
D.B. 3538, PG. 585
PIN:423703103565
1.03 AC.
44,794 SQ. FT.
Q• ��
9
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AGO
ZONING INFORMATION
TOWN OF HOLLY RIDGE ETJ
ZONE: R-20
MINIMUM AREA: 20,000 SQ. FT.
FRONT SETBACK: 35'
SIDE SETBACK: 12'
REAR SETBACK: 30'
MAXIMUM HEIGHT: 40'
LEGEND:
O IPF IRON PIPE FOUND
Q IRF IRON ROD FOUND
® IRON ROD SET
EI CMF CONCRETE MONUMENT FOUND
9 PKF PK NAIL FOUND
SUBJECT LINE
— — — — — — — EASEMENT LINE
---------- ADJOINER PROPERTY LINE
NOTES
1. AREAS CALCULATED BY COORDINATE METHOD.
2. HORIZONTAL DATUM (NAD 83-2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER-V GPS
RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
3. SUBJECT PROPERTY IS LOCATED IN ZONE X — NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN
ON FEMA FLOOD MAP NO. 3720423700K BEARING A REVISED DATE OF 06/02/2021,
4. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM
INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.
THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING
ACTIVITIES.
5. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
6. NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS
OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.
7. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK.
0
8. SUBJECT PARCELS HAVE DIRECT ACCESS AND CONTACT TO DRAG STRIP ROAD AND HIGHWAY
17 AS SHOWN.
4-4 CO
>
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D
9. NO CEMETERIES FOUND DURING THE PROCESS OF THIS SURVEY.
10. ZONING AS SHOWN BASED ON TOWN OF HOLLY RIDGE ZONING MAP AND ORDINANCE. NO
ZONING REPORT WAS PROVIDED TO THE SURVEYOR AT THE TIME OF THE SURVEY BY THE
CLIENT.
11. THE INSURED LEGAL DESCRIPTION IN THE COMMITMENT IS THE SAME PROPERTY SHOWN ON
THE SURVEY.
12. NO WETLAND DELINEATION MARKERS WERE OBSERVED ON THE PROPERTY DURING THE
SURVEY.
SCALE: 1 "=60'
0 30 60 120 180 240
Z
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SCHEDULE B - PART II
EXCEPTIONS
1. Taxes for the year 2022, and subsequent years, not yet due and payable. - NOT A SURVEY
ISSUE.
2. Rights or claims of parties in possession not shown by the public records. - NOT A SURVEY
ISSUE.
3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the
Title that would be disclosed by and accurate and complete land survey of the Land. The term
"encroachment" includes encroachments of existing improvements located on the Land onto
adjoining land, and encroachments onto the Land of existing improvements located on adjoining
land. Paragraph 2 (c) of the Covered Risks is hereby deleted. - AS SHOWN HEREON.
THE FOLLOWING EXCEPTIONS APPLY TO TRACT 1
4. Right of Way to AT&T recorded in Book 899 at Page 395 and Book 1326, Page 816, - AS
SHOWN HEREON.
5. Title to that portion of the Land within the right-of-way of Drag Strip Road. - AS SHOWN
HEREON - NOT A SURVEY ISSUE.
6. Possible encroachment along the southeastern property line.
7. Terms and conditions of Contract for Deed recorded in Book 3081, Page 338. - NOT A SURVEY
ISSUE.
8. Restrictions appearing of record in Book 1586, Page 778, but this policy insures that a violation
thereof will not cause a forfeiture or reversion of Title. - NOT A SURVEY ISSUE.
SCHEDULE C
COMMITMENT DESCRIPTIONS
TRACT 1
Beginning at an old marked pine on the South side of the public road, and by Charles Hardison's
cart road, North 80 poles to a pine in the branch near the main road, North 45 degrees West 54
poles to Redd line South 75 degrees West 160 poles to Thorough fare Gaulberry; thence with same
to the beginning, containing 64 acres, more or less, and being the identical lands described in a
deed from W. M. Hardison and wife, Katie Hardison, to Douglas Murray Gray and Emily Rebecca
Gray dated December 2, 1935 and recorded in Book 176, Page 51, Onslow County Registry.
Being all of Tract One as described and contained in Deed recorded in Book 265, Page 630,
Onslow County Registry. Less and except that parcel previously deed to Grace Free Will Baptist
Church by deed recorded in Book 1586, Page 778 of the Onslow County Registry.
TRACT 2
Parcel ID No. 734-46.1
Located in Stump Sound Township, Onslow County, North Carolina a short distance northwest of
U.S. Highway No. 17 and being more fully described as follows, to wit:
Beginning at a nail in the center of the pavement of an old Camp Davis Road and in the center of a
40 foot wide roadway easement, said nail being located along said road at a point that is the
following courses and distances from U.S. Coast and Geodetic Bench Mark "C-1 16"1963:
north 57 degrees 18 minutes 48 seconds east 595.49 feet,
north 35 degrees 21 minutes 09 seconds west 87.46 feet,
north 02 degrees 41 minutes 50 seconds east 556.06 feet,
south 57 degrees 19 minutes 21 seconds west 284.70 feet to the Beginning and running thence,
from the Beginning, so located,
(1) with the centerline of the above said old Camp Davis Road and 40 foot wide roadway easement
south 57 degrees 19 minutes 21 seconds west 208.68 feet to a nail in said centerline; thence
(2) north 32 degrees 40 minutes 39 seconds west 140.00 feet (passing over an inline iron stake at
12.00 feet) to an iron pipe inline; thence,
(3) north 52 degrees 56 minutes 17 seconds east 209.29 feet to an iron pipe inline; thence,
(4) south 32 degrees 40 minutes 39 seconds east 156.00 feet (passing over an inline iron pipe at
144.00 feet) to the Beginning, containing 0.614 acres more or less after the exclusion of that portion
of the 40 foot wide easement contained within the above described boundaries and is as surveyed
by Thompson Surveying Co. P.A. of Burgaw, North Carolina during October 1999.
As a reference to the above described tract see Deed Book 176 at Page 51 of the Onslow County
Registry.
The above described tract is "Together With" and partially "Subject To" a 40 foot wide access
easement with said easement lying adjacent to and 20 foot on either side of the following described
centerline:
Beginning at a point in the center of the paved portion of the 2 south bound lanes of U.S. Highway
No. 17, said point being located along said line at a point that is north 57 degrees 18 minutes 48
seconds east 595.49 feet from U.S. Coast and Geodetic Bench Mark "C-116" 1963; and running
thence, from the Beginning so located,
(1) north 35 degrees 21 minutes 09 seconds west 87.46 feet to a subsurface iron stake at the P. I.
of a curve to the right having a radius of 79.811 feet; thence
(2) north 02 degrees 41 minutes 50 seconds east 556.06 feet to a nail in the center of the pavement
of an old Camp Davis Road; thence,
(3) with the center of the pavement of the above said road south 57 degrees 19 minutes 21 seconds
west 493.38 feet (passing over an inline nail at 284.70 feet) to a nail at the terminus of this 40 foot
wide roadway easement.
NOTES
1. AREAS CALCULATED BY COORDINATE METHOD.
2. HORIZONTAL DATUM (NAD 83-2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER-V GPS
RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
3. SUBJECT PROPERTY IS LOCATED IN ZONE X — NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN
ON FEMA FLOOD MAPS NO. 3720423700K AND 3720422700L, BOTH BEARING AN EFFECTIVE DATE
OF 06/02/2021.
4. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM
INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.
THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING
ACTIVITIES.
5. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
6. NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS
OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.
7. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK.
8. SUBJECT PARCEL HAS DIRECT ACCESS AND CONTACT TO DRAG STRIP ROAD AND HIGHWAY 17
AS SHOWN,
9. NO CEMETERIES FOUND DURING THE PROCESS OF THIS SURVEY.
10. ZONING AS SHOWN BASED ON TOWN OF HOLLY RIDGE ZONING MAP AND ORDINANCE. LINE
BETWEEN ZONE IS APPROXIMATE BASED ON ZONING MAP, NO ZONING REPORT WAS
PROVIDED TO THE SURVEYOR AT THE TIME OF THE SURVEY BY THE CLIENT.
11. THE INSURED LEGAL DESCRIPTION IN THE COMMITMENT IS THE SAME PROPERTY SHOWN ON
THE SURVEY.
12. WETLANDS AS SHOWN HEREON ARE APPROXIMATE BASED ON LAND MANAGEMENT GROUP
PRELIMINARY DELINEATION AND HAVE NOT BEEN APPROVED BY USACE.
i
AS SURVEYED DESCRIPTIONS
TRACT 1
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump
Sound Township, Onslow County, North Carolina, said parcel being more particularly described as
follows:
Beginning at an existing iron pipe on the northwestern margin of U.S. Highway 17, the
southernmost corner of Lot 6 as shown in Map Book 20, Page 6, Onslow County Registry, and
running thence with the margin of Highway 17 (NCDOT Proj. R-2405C&D) the following two (2)
calls:
S 42°21'35" W - 193.23' to an existing iron rod;
S 39°39'58" W - 226.37' to a new iron rod;
Thence leaving the margin of Highway 17 and running with the line of Ottaway and others as shown
in Deed Book 3538, Page 585 and Deed Book 3300, Page 69 N 66°31'29" W - 2602.23' to an
existing iron pipe;
Thence with the line of Tract D as shown in Map Book 30, Page 158 the following three (3) calls:
N 71 ° 14'05" E - 1503.06' to an existing iron pipe;
S 48°02'22" E - 662.09' to a hole found in concrete;
N 50°01'16" E - 334.32' to a chiseled X in concrete;
Thence with the line of Camp Davis Industrial Park Inc. as shown in Deed Book 2250, Page 293 N
53°30'00" E - 371.12' to a hole found in concrete;
Thence with the line of The Townes at Holly Ridge - Phase 4 as shown in Map Book 75, Page 18 S
46'13'37" E - 193.68' to an existing iron pipe;
Thence with the line of Lot 6 as shown in Map Book 20, Page 6 S 02'47'10" E - 1063.24' to an
existing iron pipe, the Point and Place of Beginning.
Less and Except that parcel deeded to Grace Free Will Baptist Church as shown in Deed Book
1586, Page 778, Onslow County Registry.
Said parcel as described containing 48.59 acres, more or less
TRACT 2
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump
Sound Township, Onslow County, North Carolina, said parcel being more particularly described as
follows:
Beginning at an existing iron pipe, said iron pipe being located the following four (4) calls from an
existing iron pipe on the northwestern margin of U.S. Highway 17, the southernmost corner of Lot 6
as shown in Map Book 20, Page 6, Onslow County Registry:
S 42°21'35" W - 193.23' to an existing iron rod;
S 39°39'58" W - 226.37' to a new iron pipe;
N 66°31'29" W - 160.56' to an existing iron pipe;
N 22°01'34" W - 378,46' to an existing iron pipe, the Point of Beginning.
Running thence from said Beginning with the line of Douglas M. Gray and others as shown in Deed
Book 4754, Page 879 the following four (4) calls:
N 40°45'40" W - 128.06' to an existing iron pipe;
N 44°50'32" E - 209.40' to an existing iron pipe;
S 40'43'13" E - 144.20' to an existing iron pipe;
S 49°15'38" W - 208.68' to an existing iron pipe, the Point and Place of Beginning;
Together with a 40' Roadway easement as described in Deed Book 1586, Page 778, Onslow
County Registry.
Said parcel as described containing 0.65 acres, more or less
DANNY & JOAN OTTAWAY
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M.B. 30, PG. 158
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SEAL
SHEET 1 OF 1
PEI JOB#: 21464.PE

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 TOWN OF HOLLY
RIDGE 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 OFF -SITE 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 BUILDING
DIMENSIONS AND DETAILS.
GENERAL NOTES:
1. TREE INVENTORY AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC.
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO
THE OWNER AND ENGINEER.
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 AND 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 SHALLC IT COMPLY Y L 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 K. 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 USDOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED
OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED 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 811 AN ALLOW THE CENTER
TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDI
TIONS 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 O E N BEFORE
BEGINNING CONSTRUCTION.
9, CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
10. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM
CLEAN AT ALL TIMES.
14. 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.
15. 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.
1& 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 DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER, TOWN OF HOLLY RIDGE, AND ONSLOW COUNTY.
17. 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 PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
21. LANDSCAPE PLANTINGS AT N 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.
22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NC ACCESSIBILITY 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. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC)
MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND
DEMOLITION) OCCUR." THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE
OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCGO1. PLEASE NOTE, THE E-NOI FORM MAY ONLY
BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE
COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS
BOX, AND ACCESSIBLE DURING INSPECTION.
2. SCHEDULE A PRE -CONSTRUCTION MEETING AND/OR NOTIFY NCDEQ WILMINGTON REGIONAL
OFFICE AT LEAST 48-HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES ON
THE PROPERTY @ 910-796-7215.
PERMANENT SEEDING
GRASS TYPE
LBS/ ACRE
TIME OF
FERTILIZER
SEEDING
LIMESTONE
BERMUDA, HULLED
10-20
MARCH - AUGUST
BERMUDA, UNHULLED
35
SEPT. - FEB.
BY SOIL TEST
CENTIPEDE
10
MARCH - AUGUST
BY SOIL TEST
(NO HIGH PH)
TALL FESCUE
(COASTAL CULTIVAR
50
MARCH -AUGUST
300 LB/AC 10-20-20
RECOMMENDED)
OR BY SOIL TEST
SLOPES - 2:1
CENTIPEDE SERICEA
5
JAN - DEC
BY SOIL TEST
LESPEDEZA
20
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 THEY ARE 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 CODE/ANSI 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 CONFLICT(S).
3. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, TREE PROTECTION FENCING, AND TEMPORARY SILT FENCE [PH I E.C.]. INSTALL
ANY REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
DISTURBED. ALL EROSION CONTROL MEASURES INCLUDING DIVERISON DITCHES AND
SEDIMENT BASINS MUST BE INSTALLED BEFORE COMMENCING MASS GRADING AND CLEARING
[PH I E.C.I.N E TREES 4. CLEAR AND REMOV
E EE AS DESIGNATE
D, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN THE DESIGNATED CLEARING LIMITS [PH I E.C.] TO ROUGH GRADE AND MASS GRADE
THE PROPERTY.
y
6.
7.
8.
9.
10.
11.
12.
PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 CALENDAR DAYS OF CEASE OF ANY
GRADING ACTIVITY [PH I E.C.I. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 901
CALENDAR DAYS, HOWEVER, NPDES NCG01 GROUNDCOVER REQUIREMENTS SHALL TAKE
PRECEDENCE. REF. SHEET C-1.1.
IMMEDIATELY UPON THE INSTALLATION OF ANY STO
TEMPORARY SEEDING
GRASS TYPE
LBS/ ACRE
TIME OF
FERTILIZER
SEEDING
LIMESTONE
RYE GRAIN
50
OCT. - APR.
400 LBS/AC. 10-20-20
SWEET SUDAN
GRASS
50
JUNE - AUGUST
400 LBS/AC. 10-20-20
GERMAN or
BROWNTOP MILLET
50
JUNE -AUGUST
400 LBS/AC. 10-20-20
STRAW MULCH
4,000
I
AS NEEDEDT
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 ACC
ESSIBLE PASSENG
ER LOADING ZONES PUBLIC STREETS OR I S DEWALKS; AND PU
BLIC
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
RM DRAINAGE CATCH BASIN, urcvr INLL 1,
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM
EROSION CONTROL MAINTENANCE PLAN:
5.
.
TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE
ENTERING THE DRAINAGE SYSTEM [PH II E.C.].
OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
UPON INSTALLATION OF REQUIRED STORM WATER PIPES, INLETS ETC. THE CONTRACTOR
FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
6.
FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
SHALL INSTALL PERM. GRASSED SWALES, RIP -RAP APRONS OR OTHER OUTLET CONTROL
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
MEASURES AS SHOWN ON PLANS [PH 11 E.C.I.
7.
THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES
2.
ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES
MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
1104.1 & 1104,2).
PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
IMMEDIATELY REMOVED.
8.
WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
3.
SEDIMENT FENCE / SEDIMENT FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT
FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM
FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY
APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)
DURING GRADING AND AFTER G
GRADING HAS B
BEEN COMP
COMPLETE, THE
E CONTRACTOR SHALL
ALL
TO MAINTAIN A BARRIER. STAKES MU
MUST BE STEEL AND SPACED
AGED 6 FEET WITH EXTRA STRENGTH FABRIC
C
I
INCHES MINIMUM E
LEAVING G T
N HE TURN.
RN. THE CLEAR WIDTH APPROACHINGAND LEAVING THE TURN MAY BE
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
BACKING. .
AND NO WIRE STAKE SPACING. CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE
-
THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.
FINAL APPROVAL BY ENGINEER OR EROSION CONTROL INSPECTOR.
BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED AT LOW POINTS IN THE
..SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES'
SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF
UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION
SEDIMENT, NO LONGER DRAINS, OR IS DAMAGED.
9.
AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING
CONTROL MEASURES INCLUDING BUT NOT LIMITED TO ANY TEMPORARY DITCH PLUGS.
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
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)
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS &
VEGETATIVE COVER. REF. NPDES NCG01 SPECIFICATIONS.
ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
INTERSECTION.
5.
INLET PROTECTION - SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND
ONCE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE
GRAVEL OR ROCK -PIPE
K PE INLETS. WHENIT -
REACHES HALF-FILLED.
D ROCK WILL BE GLEANED OR REPLACED
10.
DOORS DOORWAYS AND GATES THAT ARE PART OF AN AC
ACCESSIBLE ROUTE SHALL COMPLY WITH THE
EROSION CONTROL PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT
WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS, SANDY SACKS, AND SOCKS NEED CHECKING
EVERY WEEK AND AFTER RAIN.
AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI
CLOSEOUT VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
SUBMIT ELECTRONICN.O.T.(NOTICE
R N O ICE OF TERMINATION).
( NATION). A $100 ANNUAL GENERAL PERMIT FEE
6.
SEDIMENT BA IN/ -
E S SEDIMENT TRAPS REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
11.
DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE
WILL B -
E CHARGED UNTIL THE e HAS B
E NOT A BEEN FILL OUT.
FILLED O
DIMENSIONS
O S WHEN ITACCUMU
ACCUMULATES TO WITHIN ONE HALF OF T HE DESIGN DEPTH.PLACE SEDIMENT IN
SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
12.
WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR
THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE THE GRATE SHALL CO
GENERAL EROSION AND SEDIMENT CONTROL NOTES: REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, ETC. MPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,
AND APPLICABLE LOCAL LAWS &REGULATIONS
7. SEDIMENT BASIN BAFFLES - BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR,
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON DECOMPOSE, OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE RAMP NOTES:
ALL EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST BAFFLE.
SLOPES STEEPER THAN 3:1, AND ALL DISTURBED AREAS WITHIN THE HQW LNE 1. ANY PART OFAN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY, GROUND 8. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT CONSIDERED A RAMP.
COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF
DAYS FROM THE LAST LAND DISTURBING ACTIVITY. THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8 33% AND THE MAXIMUM CROSS SLOPE SHALL
SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING
BE 2.0%.
2.
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
WITH ICE.
SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN
9.
OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS
3.
THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES NC BULL
( DING CODE
ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED
BETWEEN THE HANDRAILS.
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER OFFSITE
SEDIMENTATION.
4.
THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
3.
THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO
10.
EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE
THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL
5.
LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS.
NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER.
AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)
4.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
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,
CLEARING AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION
11.
DIVERSION DITCHES / GRASS SWALES - INSPECT THE CHANNEL OUTLETAND ALL ROAD CROSSINGS FOR
ENTRANCE SHOULD BE THE FIRST MEASURE INSTALLED,
BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR
6.
RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOME PERMANENT GRASS SWALES.
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
5.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT
THEN GROW GRASS INTO A HEALTHY, VIGOROUS CONDITION. LININGS OR ROLLED EROSION CONTROL
CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
PRODUCTS (RECP) SHALL BE PROPERLY STAKED AND INCLOSE CONTACT WITH THE GROUND. MONITOR
AND REPAIR THE LINING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED IN THE DITCH,
7
FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
6,
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
12.
CONCRETE WASHOUTS - CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY
8.
EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR
RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN
NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON
WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY
EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID
REVIEW AND TO NCDEQ FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES
AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND
RECYCLED.
g
WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT 2010 ADA STANDARDS THE NC BUILDING
( ),
REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT.
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS
THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE
13.
SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CAPACITY IS REACHED. SEDIMENT BAGS
THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO
AMENDED PERMIT.
SHALL BE DISPOSED OF PROPERLY IN A LANDFILL OR BROKEN ON -SITE FOR BACKFILL. BAGS SHALL BE
PROVIDE A COMPLIANT TURNING SPACE.
LIFTED CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS SO THAT BAGS ARE NOT
7.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
TORN IN -PLACE AND SEDIMENT IS NOT RELEASED OFF -SITE OR DOWNSTREAM.
CURB RAMP NOTES:
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DEMOLITION NOTES:
1.
THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
SHALL BE 2.0%.
PAYMENT).
1.
CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2.
COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE
8.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
2.
CONTRACTOR
C IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB
MEASURES AT ALL TIMES DURING LAND DISTURBING
I G ACTIVITIES AND DURING SITE
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
3,
DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
3.
THE CLEAR WIDTH OF CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES;
PROVIDED. "NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
9.
ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE
MINIMUM WIDE (1104.1 & 1104.2).`
SODDED OR SEEDED AS INDICATED AND STABILIZED.
EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE INSTALLATION OF THE
NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE
4.
LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
10.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
PLANS.
SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
4.
THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE
WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL
HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
11.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER,
5.
IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY
NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
5.
ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
6.
WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
DEVICES SHALL BE MADE IMMEDIATELY.
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
7.
CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
12.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY
6.
THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN
MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED
ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NO SEPARATE PAYMENT).
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
SIDES.
NCDENR FINAL APPROVAL IS REQUIRED.
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
8.
CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
VEHICLES.
13.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL
CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS
7.
EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
9.
IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE
LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
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
14.
WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY
8.
ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
SHALL BE CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR
FROM THE PROPERTY AND PROPER DISPOSAL.
THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
SHALL INSTALL RIP -RAP WITH FABRIC ALONG DISTURBED BANKS AND CHANNEL AND
9.
CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
10.
FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,'/z INCH WIDE BY % INCH DEEP, ONE (1)
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM.
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
INCH CENTERS TRANSVERSE TO THE RAMP.
DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
THE SITE WITH THE RESPECTIVE COMPANIES.
11.
WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
10.
CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
1Z
WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK
REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.
AND NOT ON THE SIDEWALK.
11.
PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
13.
WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE
DEMOLISHED.
RAMP AREA.
12,
ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
14.
CURB RAMP TYPE AND LOCATION ARE PER PLAN.
REGULATIONS AS WELL AS OSHA REGULATIONS.
13.
EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14.
INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
RI IT THE CONTRACTOR A I IRT nF-TFRIIAI IF THE EXACT I Or..ATIMI ANIh G1 FVAT1nAlC
NC ACCESSIBILITY NOTES CONTD.
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 NINETY-SIX (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.
5. 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 SUR
FACES OF PARKING
SPACES AND AC
CESS AISLES SERVING THEM SHALL BE ST
ABLE, FIRM
AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPA o SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2A /o 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 ACCE
SSIBLE PARKING SPACES.
12. EACH AC
CESSIBLE 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 SPA
CE. SIGN
S TO INDICATE
CA E THE MAXIMUM PE
NALTY MUST BE PROVIDED AT EACH AC
CESSIBLE E
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. PASSENG
ER LOADING ZONES SHALL
A L PROVIDE
A CLEARLY MARKED ACCESS AIS
LE 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. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
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
(1 14) 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 CODE/ANSI A117A AND SHALL BE ON AN ACCESSIBLE
ROUTE.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE
DRAWINGS AND IN THE PROJECT SPECIFICATIONS,
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS AND/OR TECHNICAL SPECIFICATIONS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE OR APPROVED ALTERNATES BY ENGINEER.
ROOF DRAIN NOTE
1) PROPOSED BUILDING(S) SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
EXISTING UTILITY NOTES:
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GRO
UND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING
MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.
WETLAND NOTES:
1. THERE ARE USACE J.D. WETLANDS & R.P. WATERS ON THE
PROPERTY.
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I PEI JOB#: 21464.PE

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
T Temporary 5tobilr`zation
' Permanent stablfiz ition
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDE5 (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers ll dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
s
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDE5
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts,
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken,
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCSI
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days stream has visible increased turbidity from the construction
.. offsite
and within 24 activity, then a record of the following shall be made:
(where
hours of a rain 1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in 2. Records of the required reports to the appropriate Division
24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase 1. The phase of grading (installation of perimeter E&S%
stabilization
ofgrading measures, clearing and grubbing, installation ofstorm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document Documentation Requirements
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy
and does not significantly deviate from the of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations and sign an inspection report that lists each
shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cove rspecifications,
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.411
EFFECTIVE: 04/01/19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0369 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within7calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
_
• Within24hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within7calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff maywaive the requirement for a written report on a
case -by -case basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01 / 19

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Upstream
Node
Downstream
Node
Diameter
(In)
Upstream
Invert
Downstrea
m Invert
Pipe
Length (ft)
Slope.(%)
Upstream
Rim Elev
Downstream
Rim Elev
Pipe
Material
MH-101
FFS-100
48
57.64
57.00
94
0.68
68.57
57.00
RCP III
MH-102
NW-101
48
58.45
57.64
271
0.30
68.51
68.57
RCP III
CI-103
MH-102
48
59.26
58.45
231
0.35
68.10
68.51
RCP III
CI-104
CI-103
48
59.35
59.26
24
0.38
68.08
68.10
RCP III
CI-114
CI-104
24
62.46
61.92
221 1
0.24
67.08
68.08
RCP III
0-115
CI-114
18
62,58
62,46
24
1 0.52
67.08
67.08
RCP III
MH-10S
CI-104
48
59.61
5935
103
0.25
69,34
68.08
RCP III
RD-31
MH-105
12
64.00
62.34
55
3.04
69.50
69.34
HDPE
CB-121
MH-105
36
59.24
59.10
48
0,30
68.95
69.34
RCP III
CB-122
CB-121
36
59.52
59.24
92
0.30
68.92
68.95
RCP III
CB-123
CB-122
36
59.82
59.52
99
0,30
68.92.
68.92
RCP III
CB-124
CB-123
30
60.12
5%82
99
0.30
68.92
68.92
RCP III
YD-146
CB-124
12
1 64.52
60.12
61
7.17
1 68.00
68.92
1 HDPE
MH-125
C13-124
30
1 60.41
60.12
96
0.30
68.47
68.92
RCP III
CB-126
MH-125
30
60.74
60.41
111
0.30
67.05
68.47
RCP III
CB-127
CB-126
30
61.01
60.74
91
0.30
67.02
67.05
RCP III
CB-128
CB-127
30
61.29
61.01
94
0.30
67.04
67.02
RCP III
CB-129
CB-128
30
61.76
61.29
156
0.30
67.80
67.04
RCP III
CB-130
CB-129
30
62.06
61.76
100
0.30
67.80
67.80
RCP III
CB-131
C13-130
30
62.36
62.06
100
0.30
67.80
67.80
RCP III
MH-132
CB-131
30
62.73
62.36
124
0.30
1 67.91
67.80
RCP III
CB-133
MH-132.
30
60.00
62.73
90
0.30
66.94
67.91
RCP III
CB-134
CB-133
15
64,00
63.40
120
0.50
68,E
68.94
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RD-B8
CB-130
12
64.00
63.00
48
2.09
69.15
67.80
HDPE
RD-139
CB-129
12
1 64.00
63.00
44
2.30
69.14
67.80
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RD-1310
CB-127
12
64.00
63.00
45
2.20
68.46
67.02
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YD-147
RD-610
8
65.00
64.00
80
1.25
68.00
68.46
HDPE
RD-811
CB-124
12
64.00
62.92
50
2.16
69.50
69.92
HOPE
MH-142
CB-123
12
64.65
64.16
98
1 0.50
70.34
68.92
HDPE
YD-143
MH-142
12
65.00
64.65
71
0.50
69.50
70.34
HDPE
RD-CH
CB-121
15
64,36
63.94
83
0.50
70.48
68.95
HDPE
YD-141
RD-CH
12
65.00
64.36
129
0.50
69,50
70.48
HDPE
CB-106
MH-105
36
60.11
59.61
166
0.30
68.26
69.34
RCP III
RD-62
CB-106
12
64.00
62.26
44
3.93
69.90
68.26
HDPE
CB-107
CB-106
36
60.76
60.11
217
0.30
69.56
68.26
RCP III
CB-108
CB-107
30
61.06
1 60.76
100
0.30
1 68.56
68.56
1 RCP III
RD-B3
CB-108
12
64.00
62.56
46
3.11
69.90
68.56
HDPE
CB-109
CB-108
30
61.36
61.06
100
0.30
68.56
68.56
RCP III
CB-110
CB-109
30
61.66
61.36
100_
0.30
68.56
68.56
RCP III
RD-134
CB-110
12
_
64.00
61.66
51
4.56
69.96
68.56
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MH-111
CB-110
30
62,02
61.66
120
0.30
67,33
68.56
RCP III
CI-112
MH-111
15
62.26
62.02
79
0.30
66.38
67.33
RCP III
CI-113
I CI-112
18
62.38
62.26
1 24
0.50
66.38
66.38
RCP III
CB-116
MH-111
24
62.28
62.02
87
0.30
67.00
67.33
RCP III
RD-135
CB-116
12
64.50
64,00
42
1.18
1 68.33
67.00
HDPE
YD-144
RD-135
8
65.00
64.50
52
0.97
67,75
68.33
HDPE
CB-117
CB-116
24
62.58
62.28
100
0.30
67.00
67.00
RCP III
CB-118
CB-117
24
62.87
62.58
98
0.30
67.00
67,00
RCP III
MH-119
CB-118
18
63.04
62.87
58
0.30
67.37
67.00
RCP III
MH-120
MH-119
18
63.69
63.45
1 79
0.30
67.69
67.37
RCP III
RD-06
MH-120
12
65.19
63.69
45
3.33
68.25
67.69
HDPE
RD-87
MH-120
12
1 65.00
63.69
43
3.06
68.25
67.69
HDPE
YD-135
CB-117
12
65.00
63.00
147
1,36
68.00
67.00
HDPE
YD-145
MH-111
12
64.01
63,80
42
0,50
68.00
67.33
HDPE
YD 136
YD 14S
12
64.59
64.01
116
0.50
68.00
68.00
HDPE
YD-138
YD-136
12
65.00
64.59
81
0.51
67.50
68.00
HDPE
YD-137
CB-109
15
_
64,20
63.50
140
0.50
69.00
68.56
1 HDPE
YD-139
YD-137
12
65,00
64.56
81
0.54
68.00
69.00
HDPE
YD-140
YD-137
12
_
65.00
64.20
168
0.48
67.75
69.00
HDPE
MH-011
FES-010
36
56.46
54.00
41
5.98
1 67.00
55,00
RCP Ill
MH-012
MH-011
36
57.59
56.46
377
0.30
1 66.89
67,00
RCP III
MH-013
MH-012
36
57.86
5Z59
88
0,30
66.04
66.89
RCP III
MH-013A
MH-013
36
58.73
57.86
291
0.30
66.00
66.04
RCP Ill
CI-014
MH-013A
36
62.49
62.34
30
0.50
66.61
66.00
RCP III
CI-026
CI-014
15
62.61
62.49
24
0.50
66.61
66.61
RCP III
CI-015
MH-013A
36
59.27
58.75
174
0.30
66.57
66.00
RCP III
CI-025
CI-015
15
62.07
61.95
24
0.48
66.57
66.57
RCP III
MH-016
CI-015
30
59.66
59.27
129
0.30
68.13
66.57
RCP III
CI-017
1`01-1-016
30
59.98
59.66
106
0.30
67.32
68.13
RCP III
CI-024
CI-017
15
62.82
62.70
24
0.50
67.32
67.32
RCP III
MH-018
CI-017
30
60.37
59:98
132
0.30
69,59
67.32
RCP III
MH-023
MH-018
30
60.49
60.37
39
0.30 1
68.49
68.59
RCP III
MH-019
MH-018
15
61.11
60.53
59
0.34
1 69,10
68.S9
RCP III
MH-020
MH-019
LS
61.53
61.11
140
0.30
68,16
69.10
RCP III
CI-021
MH-020
15
61.81
61.53
95
0.30
66.44
68.16
RCP III
CI-022 I
CI-021
15
61.93
61.81
24
0.50
66.43
66.44 1
RCP III
0-002
FES-001
36
55.35
55.00
69
0.50
65.87
56.28 1
RCP III
CI-008
CI-002
36
60.07
59.50
192
0.30
65,99
65.87
RCP Ill
CI-009
CI-008
36
60.14
60.07
24
0.30
65,99
65.99
RCP III
MH-027
CI-009
36
60.52
60.14
127
67.52
65.99
RCP III
MH-028
MH-027
36
61.64
60.52
374
_0.30
0.30
68.00
67.52
RCP III
DI-029
MH-028
36
62.00
61.64
120
0.30 1
62.00
68.00
RCP III
CI-007
CI-002
15
61.44
61.29
30
0.50
65.94
65.87
RCP III
CI-003
CI-002
18
60.36
59,76
201
0.30
65.74
65.87
RCP III
CI-006
CI-003
15
61.29
61.07
0.50
65.79
65.74
RCP III
CI-004
CI-003
18
60.96
60.36
_43
199
0.30
65.70
65,74
RCP III
CI-005
CI-004
15
61.20
60.96
48
0.50
6530
65.70
RCP III
DRAINAGE NOTES:
1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR
HOA, INCLUDING PONDS, PIPES, AND INFILTRATION BASINS AND TRENCHES.
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED PLANS.
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE
TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM.
5.) ALL CATCH BASIN (CB) RIM ELEVATIONS AND YARD INLET (YI) THROAT ELEVATIONS ARE LISTED AS THE "GUTTER
OF FLOWLINE ELEVATION" WITHIN THE CURB SECTION, THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF
PAVEMENT (EOP) WHEN PLACING THE STORM INLETS WITHIN THE CURB -LINE (SEE "CURB TRANSITION" DETAIL).
FOR CATCH BASINS WITHIN A TRANSITION FROM 24" STANDARD CURB & GUTTER, THE RIM ELEVATION GIVEN IS 1
INCH BELOW EOP,
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"
CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH
PROPOSED PAVEMENT OR IMPERVIOUS COVER.
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM.
O
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO
MATCH PROPOSED GRADES.
9.) THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM
DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR
FU
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 FLOATATION IF
HDPE PIPE IS CHOSEN.
NOTES:
rO
V
1.) SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING AND DRAINAGE NOTES AND DETAILS FOR MORE INFORMATION.
2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL SURF CITY STANDARDS AND SPECIFICATIONS.
3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON -SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO
PTO�T
CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
V J
ASPHALT AREA NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
0
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
NOTATION:
CB = CATCH BASIN TC = TOP OF CURB ELEVATION
CIS
DCB = DOUBLE CATCH BASIN BC = BOTTOM OF CURB (GUTTER) ELEVATION
DI = DROP INLET PG = PROPOSED GRADE
DDI = DOUBLE DROP INLET HP = HIGH POINT ELEVATION
{--�
YI = YARD INLET (2-SIDE OPEN THROAT) SW = SIDEWALK ELEVATION
MH = STORM MANHOLE EX EP = EXISTING EDGE OF PAVEMENT ELEVATION
FES = FLARED END SECTION CL = ROAD CENTERLINE ELEVATION
RD* = ROOF DRAIN CONNECTION" PAD = iDUMPSTER PAD ELEVATION
"PROVIDE IN -LINE CLEANOUT AND CONNECTION TO DOWNSPOUT - SEE ARCHITECTURAL & PLUMBING PLANS FOR
DOWNSPOUT CONNECTIONS.
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PEI JOB#: 21464.PE

STORM SCHEDULE:
Upstream
Node
Downstream
Node
Diameter
(In)
Upstream
Invert
Downstrea
m Invert
Pipe
Length (f�t)
Slope (%)
Upstream
Rim Elev
Downstream
Rim Elev
Pipe
Material
MH-101
FES-100
48
57.64
57.00
94
0.68
68.57
57.00
RCP III
MH-102
MH-101
48
58.45
57.64
271
0.30
68.51
68.57
RCP III
CI-103
MH-102
48
59.26
58.45
231
0.35
68.10
68.51
RCP III
CI-104
CI-103
48
59.35
59.26
24
0.38
68.08
68.10
RCP III
CI-114
CI-104
24
62.46
61.92
221
0.24
67.08
68.08
RCP III
0-115
CI-114
18
62.58
6146
24
0.52
67.08
67.08
RCP III
MH-105
CI-104
48
59.61
59.35
103
0.25
69.34
68.08
RCP III
RD-Bl
MH-105
12
64.00
62.34
55
3.04
69.50
69.34
HDPE
CB-121
MH-105
36
59.24
59.10
48
0.30
68.95
69.34
RCP III
CB-122
CB-121
36
59.52
59.24
92
0.30
68.92
68.95
RCP III
CB-123
CB-122
36
59,82
59.52
99
0.30
_
68.92
68.92
RCP III
CB-124
CB-123
30
60.12
59.82
99
0.30
68.92
68.92
RCP III
YD-146
CB-124
12
1 64.52
60.12
61
7.17
1 68.00
68.92
1 HDPE
MH-12S
CB-124
30
60.41
60.12
96
0.30
68.47
68.92
RCP III
C6-126
MH-125
30
60.74
60.41
ill
0.30
67,05
6&47
RCP III
CB-127
CB-126
30
61.01
60.74
91
0.30
67.02
67.05
RCP III
CB-128
CB-127
30
61.29
61.01
94
0.30
67.04
67.02
RCP III
CB-129
C13-128
30
61.16
61,29
156
0.30
6/.80
6/.04
RCP III
CB-130
CB-129
30
62.06
61.76
100
0.30
67.80
67.80
RCP III
CB-131
CB-130
30
6236
62.06
100
0.30
67.80
1 67.80
RCP III
MH-132
CB-131
30
1 6233
62.36
124
0.30
67.91
67.80
RCP III
CB-133
MH-132
30
63.00
62.73
90
0.30
66.94
67.91
RCP III
CB-134
CB-133
15
64.00
63.40
120
0.50
68.00
66.94
HDPE
RD-138
CB-130
12
64.00
63.00
48
2.09
69.15
67.80
HDPE
RD-B9
CB-129
12
64.00
63.00
44
2.30
69.14
67.80
HDPE
RD-810
CB-127
12
64.00
63.00
45
120
68.46
67.02
HDPE
YD-147
RD-610
8
65.00
64.00
80
1.25
68.00
68.46
HDPE
RD-Bll
CB-124
12
64.00
1 62.92
50
2.16
69.50
1 68.92
HDPE
MH-142
CB-123
12
64.65
64.16
98
0.50
70.34
68.92
HDPE
YD-143
MH-142
12
65.00
64.65
71
0.50
69.50
70.34
HDPE
RD-CH
CB-121
15
64.36
63.94
83
0.50
70.48
68.95
HDPE
YD-141
RD-CH
12
65.00
64.36
129
0.50
69.50
70.48
HDPE
CB-106
MH-105
36
60.11
59.61
166
0.30
68.26
69.34
RCP III
RD-B2
64.00
62.26
44
3.93
69.90
68.26
HDPE
_
CB-107
_CB-106
CB-106
_12
36
60.76
60.11
217
0.30
68.56
68.26
RCP III
CB-108
CB-107
30
61.06
6076
100
0.30
68.56
68.56
RCP III
RD-63
CB-108
12
64.00
62.56
46
3.11
69.90
68.56
HDPE
CB-109
CB-108
30
61.36
61.06
100
0.30
68.56
68.56
RCP III
CB-110
C13-109
30
61.66
61.36
100
0.30
68.56
68.56
RCP III
RD-64
CB-110
12
64.00
61.66
51
4.56
69.96
68.56
HDPE
MH-111
CB-110
30
62.02
61.66
120
0.30
67.33
68.56
RCP III
CI-112
MH-111
15
62.26
62.02
79
0.30
66.38
67.33
RCP III
CI-113
CI-112
18
62.38
62.26
24
0.50
66,38
66.38
RCP III
CB-116
MH-111
24
62.28
62.02
87
0.30
67.00
67.33
RCP III
RD-B5
CB-116
12
64.50
64.00
42
1.18
68.33
67.00
HDPE
YD-144
RD B5
8
65.00
64.50
52
0.97
67.75
68.33
HDPE
CB-117
CB-116
24
62.58
62.28
100
0.30
67.00
67.D0
RCP III
CB-118
CB-117
24
62.87
62.58
98
0,30
67.00
67.00
RCP III
MH-119
CB-118
18
63.04
6187
58
030
67.37
67.00
RCP III
MH-120
MH-119
18
63.69
63,45
79
0.30
67.69
67.37
RCP III
RD-66
MH-120
12
65.19
63.69
45
3.33
68.25
67.69
HDPE
RD-B7
MH-120
12
65.00
63.69
43
3.06
68.25
67.69
HDPE
YD 135
CB 117
12
65.00
63.00
147
1.36
68.00
67,00
HDPE
YD-145
MH-111
12
64.01
63.80
42
0.50
6&00
67.33
HDPE
YD-136
YD-145
12
64.59
64.01
116
0.50
68.00
68.00
HDPE
YD-138
YD-136
12
65.00
64.59
81
0.51
67,50
68.00
HDPE
YD-137
CB-109
15
64,20
63.50
140
0.50
69.00
68.56
HDPE
YD-139
YD-137
12
65.00
64.56
81
0.54
68.00
69.00
HDPE
YD-140
YD-137
12
65,00
64,20
168
0.48
67.75
69.00
HDPE
MH-011
FES-010
36
56.46
54.00
41
5.98
67.00
55.00
RCP III
MH-012
MH-011
36
57.59
56.46
377
0.30
66.89
67.00
RCP III
MH-013
MH-012
36
57.86
57.59
88
0.30
66.04
66.89
RCP III
MH-013A
MH-013
36
58.73
57.96
291
0.30
66.00
66,04
RCP III
CI-014
MH-013A
36
6149
62.34
30
0.50
66.61
66.00
RCP III
CI-026
CI-014
15
62.61
62,49
24
0.50
66.61
66.61
RCP III
CI-M
MH-013A
36
59.27 1
58.75
174
0.30
66.57
66.00
RCP III
CI-025
CI-015
15
62.07
61.95
24
0.48
66.57
66:57
RCP III
MH-016
0-015
30
59.66
_
59.27
129
0.30
68.13
66.57
RCP III
CI-017
MH-016
30
59.98
59.66
106
0.30
67.32
68,13
RCP III
CI-024
CI-017
15
62.82
6230
24
0.50
67.32
67.32
RCP III
MH-019
CI-017
30
60.37
59.98
132
0.30
68.59
67.32
RCP III
MH-023
MH1118
30
60.49
6037
39 I
030
68.49
6&59
RCP III
MH-019
MH-018
15
61.11
60.93
59
0.30
69.10
68.59
RCP III
MH-020
MH-019
15
61.53
61.11
140
0.30
68.16
69.1D
RCPIII
CI-021
MH-020
15
61.81
61.53
95
0.30
66.44
68.16
RCP Ill
CI-022
CI-021
_
15
61.93
61.81
24
0.50
66.43
66.44
RCP III
CI-002
FES-001
36
55.35
55.00
69
0.50
65.87
56.28
RCP III
CI-008
CI-002
36
60.07
59.50
192
0.30
65.99
65.87
RCP III
CI-009
CI-008
36
60,14
60.07
24
0.30
65.99
65,99
RCP III
MH-027
0-009
36
60.52
60.14
127
0.30
67.52
65.99
RCP Ill
MH-028
MH-027
36
61.64
60.52
374
0.30 1
68.00
67.52
RCP III
DI-029
MH-028
36
62.00
61.64
120
0.30
62.00
68.00
RCP III
CI-007
CI-002
15
61.44
61.29
30
0.50
65.94
65.87
RCP Ill
CI-003
CI-002
18
60.36
59.76
201
0.30
65.74
65.87
RCP III
CI-006
CI-003
15
61.29
61.07
43
0.50
65.19
65.74
RCP III
CI-004
CI-003
18
60.96
60.36
199
0.30
65.70
65,74
RCP III
CI-005
0-004
15
61,20
60.96
48
0.50
65.70
65.70
RCP III
DRAINAGE NOTES:
1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR
HOA, INCLUDING PONDS, PIPES, AND INFILTRATION BASINS AND TRENCHES.
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED PLANS.
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE
TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM.
5.) ALL CATCH BASIN (CB) RIM ELEVATIONS AND YARD INLET (YI) THROAT ELEVATIONS ARE LISTED AS THE "GUTTER
OF FLOWLINE ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF
PAVEMENT (EOP) WHEN PLACING THE STORM INLETS WITHIN THE CURB -LINE (SEE "CURB TRANSITION" DETAIL).
FOR CATCH BASINS WITHIN A TRANSITION FROM 24" STANDARD CURB & GUTTER, THE RIM ELEVATION GIVEN IS 1
INCH BELOW EOP.
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"
CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH
PROPOSED PAVEMENT OR IMPERVIOUS COVER.
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM.
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO
MATCH PROPOSED GRADES.
9.) THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM
DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR
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 FLOATATION IF
HDPE PIPE IS CHOSEN.
NOTES:
1.) SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING AND DRAINAGE NOTES AND DETAILS FOR MORE INFORMATION.
2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL SURF CITY STANDARDS AND SPECIFICATIONS.
3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON -SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO
CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
ASPHALT AREA NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
NOTATION:
CB = CATCH BASIN TC = TOP OF CURB ELEVATION
DCB = DOUBLE CATCH BASIN BC = BOTTOM OF CURB (GUTTER) ELEVATION
DI = DROP INLET PG = PROPOSED GRADE
DDI = DOUBLE DROP INLET HP = HIGH POINT ELEVATION
YI = YARD INLET (2-SIDE OPEN THROAT) SW = SIDEWALK ELEVATION
MH = STORM MANHOLE EX EP = EXISTING EDGE OF PAVEMENT ELEVATION
FES = FLARED END SECTION CL = ROAD CENTERLINE ELEVATION
RD* = ROOF DRAIN CONNECTION* PAD = DUMPSTER PAD ELEVATION
*PROVIDE IN -LINE CLEANOUT AND CONNECTION TO DOWNSPOUT - SEE ARCHITECTURAL & PLUMBING PLANS FOR
DOWNSPOUT CONNECTIONS.
MH-027
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09120122
C-4,02
PEI JOB#: 21464.PE

2.0" S9.513 SURFACE COURSE
6" NCDOT CRUSHED STONE AGGREGATE
BASE COURSE 100% ASTM D1557
//%\\ COMPACTED SUBGRADE
//% IN ACCORDANCE WITH
GEOTECHNICAL REPORT
LIGHT DUTY ASPHALT PAVING SECTION (PRIVATE PARKING & DRIVE AISLES
NOT TO SCALE
3" S9.513 SURFACE COURSE
6" NCDOT CRUSHED STONE AGGREGATE
BASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH
GEOTECHNICAL REPORT
HEAVY DUTY ASPHALT PAVING SECTION (PUBLIC R.O.W.)
NOT TO SCALE
ASPHALT 4,000 PSI CONCRETE
6" CONCRETE MIN.
4
6c
12",4a .
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90MSUBGRADE O STANDARD PROCTOR
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
PAVEMENT NOTES:
CONTRACTOR SHALL CONFIRM PAVING SECTIONS PER GEOTECHNICAL REPORT
/
FORMED HOLE FOR #4
REINFORCING BAR 2' MIN.
LENGTH (TYP. EA. PARKING
CHOCK) DRIVE REBAR FLUSH
WITH TOP OF CHOCK.
STANDARD PRECAST
4" CONCRETE PARKING CHOCK
NOTE: WHEEL STOP LENGTH TO BE 10' ON 12' ONE-WAY
AILSES AND 24' TWO-WAY AISLES. WHEEL STOP LENGTH
6„ TO BE 13' FEET ON 30' TWO-WAY AISLES. SEE SITE PLANS.
WHEEL STOP
NOT TO SCALE
WALK
TAPER DOWN SIDEWALK
#5 BAR CONTINUOUS (TYP)
3X6-2.9X2.9 WWM AT MIDSLAB
3" THK. PORTLAND CEMENT CONCRETE
1000 PSI MIN.
4" THK. MIN. NCDOT CRUSHED STONE
AGGREGATE BASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
CONCRETE PAVING SECTION
NOT TO SCALE
15 BAR CONTINUOUS (TYP)
3X6-2.9X2.9 WWM AT MIDSLAB
3.5" THK. PORTLAND CEMENT
CONCRETE 4000 PSI MIN.
4" THK. MIN. NCDOT CRUSHED STONE
AGGREGATE BASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
(AT DUMPSTER AREAS PER GEOTECH REPORT)
HEAVY DUTY CONCRETE PAVING SECTION
1. SYMBOL TO BE PAINTED
(HIGHWAY GRADE) YELLOW PER
ACCESSIBILITY STANDARDS.
HANDICAPPED PARKING SYMBOL
NOT TO SCALE
RAISED SIDEWALK OR TAPERED UP TO
EXISTING HARDSCAPE/SIDEWALK
�-- OPTIONAL WHEEL STOPS.
rr
— PAINT MARKINGS
PER ADA GUIDELINES.
PAINT MARKINGS
PER ADA GUIDELINES.
ISOMETRIC
( �5' MIN.-�j
1:12 MAX SLOPE (TYP) I 1:12 MAX SLOPE (TYP)
WALK
�- FLUSH WITH PARKING LOT SURFACE
DETECTABLE WARNING PADS
PER ADA GUIDELINES.
WHEELCHAIR RAMP - TYPE 1
17'
A� /
NOT TO SCALE
VARIABLE
—�
BASE DIAMETER TO
BE 0.90"R - 1.40"R
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V-DETECTABLE A
0 0.65" MIN 1.6" TO 2.4"
DETECTABLE WARNING MAT
NOT TO SCALE
5'
SIDENNIALK
CURB 12:1 MAX.
PAVEMENT
SECTION A -A
5'X5' LANDING
TYPE 2 - WHEELCHAIR RAMP
(DROP CURB)
NOT TO SCALE
:DETECTABLE A
4ARNING MAT
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5'X5' LLA'N`�DING
. 2 1 MAX./ 1
TYPE 3 - WHEELCHAIR RAMP
(CURB RETURN)
NOT TO SCALE
RAD.
1/8"
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1/2" JOINT 1/8" RADIUS, TYP.
SEALER DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
VARIES /� 4000 PSI
/ -.-- 1/4" PER FT. CONCRETE
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DROP SIDEWALK DETAIL
NOT TO SCALE
12„
12" VAN 9„ R7-8a
RESERVED ACCESSIBLE12"x6"
PARKING 2°
RESERVED
PARKING
ts"
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6"
2"
MAXIMUM MAXIMUM
PENALTY 9" PENALTY y„ R'-ID
$ 250 $ 250 12"W'
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NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. RE=LECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625- LONG BY 3.75" HIGH,
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAPPED PARKING SIGN
NOT TO SCALE
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION
JOINT
PLAN VIEW
PROPOSED
CONCRETE CURBING
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NOT TO SCALE
1/8" R
24" r►I
24" CURB AND GUTTER
1 !2 R
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24"
24" CURB AND GUTTER
REVERSE SLOPE
NOT TO SCALE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
AT 10 FOOT INTERVALS. JOINT SPACING MAYBE ALTERED BY THE ENGINEER TO
PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED
BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL
BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL
BE FILLED WITH JOINT SEALER, EXPANSION JOINTS SHALL BE SPACED AT 90'
INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
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09112 22
C-6,00
PEI JOB#: 21464.PE

TOP OF RISER = 65.00
(3'X3' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
HEIGHT = 36" (3' TOTAL)
EL. 65.00
NORMAL POOL EL. = 62.00
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
♦v ♦��1. +f4�1
% REINFORCED CONCRETE BOX
/ (CONTRACTOR SHALL SIZE FOR
6" 3'x3' TOP GRATE OPENING)
*OUTLET PIPE
280 LF 36" RCP (CL.III)
INV. UP = 62.00
INV. DOWN =61.20
SLOPE = 0.29%
{ *NOTE ALL HDPE OUTFALL
PIPES SHALL BE PROPERLY
Q�/ 6" EXTENDED BASE ANCHORED FROM FLOTATION
% (AS REQ'D.) FOR SUBMERGED CONDITIONS
STORAGE POND OUTLET STRUCTURE #1
NOT TO SCALE
*NOTE:
THE CONTRACTOR SHALL ATTACH THE SKIMMER TO THE DRAWDOWN
ORIFICE. ONCE THE AREA DRAINING TO THE BASIN IS STABILIZED, THE
CONTRACTOR CAN ESTABLISH THE FINAL WET POND & REMOVE THE
SKIMMER.
TOP OF RISER = 65.50
(5'X5' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
FRONT OR SIDE (COVER WITH HARDWARE CLOTH)
LENGTH = 27" (2.25' TOTAL)
EL. 62.75
4" SCH. 40 PVC
DRAWDOWN ORIFICE
NORMAL POOL EL. = 60.00
PROVIDE WIRE MESH OVER BOTH /
ENDS OF PIPE TO PREVENT 6
ORIFICE CLOGGING WITH DEBRIS
pQ<, / -••
/31 /
TOP OF RISER = 67.50
(5'X5' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
HEIGHT = 18" (1.5' TOTAL)
EL. 66.00
NORMAL POOL EL. = 62.00
�_7
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
5'x5' TOP GRATE OPENING)
WET POND OUTLET STRUCTURE
NOT TO SCALE
3
1 ~ o FOREBAY 1
6" EXTENDED BASE
(AS REQ'D.)
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1'4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
/
/ *OUTLET PIPE
300 LF 24" RCP (CL.III)
/ INV. UP = 66.00
INV. DOWN =65.00
SLOPE = 0.33%
REINFORCED CONCRETE BOX
/ (CONTRACTOR SHALL SIZE FOR
6" / 5'x5' TOP GRATE OPENING)
I *NOTE ALL HDPE OUTFALL
„ PIPES SHALL BE PROPERLY
�p� 6" EXTENDED BASE ANCHORED FROM FLOTATION
Sj (AS REQ'D.) FOR SUBMERGED CONDITIONS
3/
r STORAGE POND OUTLET STRUCTURE #2
NOT TO SCALE
*OUTLET PIPE
55 LF 24" RCP (CL.III)
INV. UP = 60.00
INV. DOWN = 60.00
SLOPE = 0.00%
*NOTE ALL HDPE OUTFALL
PIPES SHALL BE PROPERLY
ANCHORED FROM FLOTATION
FOR SUBMERGED CONDITIONS
STRUCTURAL BERM FILL SATISFACTORY SOILS:
SOILS WITH ORGANICS LESS THAN 2% WITH BETWEEN 30% AND 60% PASSING
THE NO. 200 SIEVE WITH A PLASTICITY INDEX AND LIQUID LIMIT OF LESS THAN
20 AND 50 PERCENT, RESPECTIVELY WITH A UNIFIED SOIL CLASSIFICATION OF
SC or CL; FREE OF ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION,
ROOTS, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER
DELETERIOUS MATTER AS INDICATED BY ENGINEER. COMPACT TO MIN. 95%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY PER ASTM D 698; SOIL
SHOULD BE MOISTURE CONDITIONED BY THE CONTRACTOR BY DRYING OR
WETTING THE MATERIAL TO WITHIN +/- 3 PERCENT OF THE MATERIALS
OPTIMUM MOISTURE CONTENT.
6'
-TOP EL. FOREBAY BERM 60.00 VEG SHELF
10' WIDE TOP OF BERM- WQV STORAGE EL. [REQ'D = 62.541 PROVIDED = 62.75]npETyR
- _ PERMANENT POOL EL. (NORMAL WATER SURFACE) 60.00 -AROUND POND
3 w 3
w
1 MAIN POND a
SEDIMENT REMOVAL EL. = 54.00 SEDIMENT REMOVAL EL. = 51.00 * 1' OF POND DEPTH IS FOR
BOTTOM EL. FOREBAY = 53.00 POND BOTTOM EL. = 50.00 SEDIMENT ACCUMULATION
FOREBAY IS DIVIDED FROM THE PER DWQ POLICY
MAIN POND BY AN EARTHEN &RIP RAP BERM WET POND - FOREBAY AND MAIN POND SECTION
NOT TO SCALE
-10'-
EL. 60.00
1.5'
FILTER FABRIC-J
CLASS 'B' RIP -RAP
FOREBAY SPILLWAY DETAIL
NOT TO SCALE
OUTLET STRUCTURE
(SEE DETAIL) TOP OF DAM
EL. = 66.0
EL. 60.00
PERMANENT POOL EL. (NORMAL WATER SURFACE) 62.00
3 w 3
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POND BOTTOM EL. = 56.00
STORAGE POND - SECTION
NOT TO SCALE
15'-
.
tkl�)
EL. 66.00
FILTER FABRIC` 6" THICK CLASS'B' RIP -RAP
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL PLANTED WITH
SUITABLE WETLAND SPECIES OR VEGETATION.
6'
PERMANENT POOL EL 60.00
12"
WET POND SLOPE SECTION
-I 1I-
NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALIS)
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES
OF PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN.
OUTLET STRUCTURE #1
(SEE DETAIL)
OUTLET STRUCTURE #2
F(SEE DETAIL)
EL. 67.00
TOP OF DAM
EL. = 68.0
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09112122
C-6,03
PEI JOB#: 21464.PE

EXISTING GROUND COMPACTED BACKFILL TO
95% MODIFIED PROCTOR �A
IF UNDER PAVEMENT
(V
MARKED: SANITARY SEWER OR
STORM DRAIN AS REQUIRED
MARKED:
COMPACTEq BACK, ETSANITARY SEWER OR
t ?f�ff`�a' TOP OF COVER STORM DRAIN AS REQUIRED
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r f
SLOPE WALLS TO ANGLE OF \ / A
�° a ,.,•'r'� `� /\�° REPOSE OF SOIL OR AS
r�'�� .�,,�' �\`��:: APPROVED BY THE ENGINEER
BOTTOM OF COVER
A
\ \\ \ COMPACTED PIPE EMBEDMENT A Z
TO 90% MODIFIED PROCTOR PLAN PLAN \ 5'8' o
O_ ��% //' >
\ \ °\\ \
\sue FINISH AS GRADED W
,�. PLAN BOTTOM OF COVER
7;8"
STD. CITY OF WILMINGTON RING & COVER CONTACT SURFACES SHALL BE
COMPACTED NO. 57 STONE 2'-0�" � M.H. COVER. SEE DETAIL
SHEET SD-14-01 & 14-02 MACHINED TO INSURE EVEN BEARING OF NOTE:
PIPE WIDTH +24" COVER AND RING I ---I
RING &COVER CONTACT SURFACES SHALL BE MINIMUM WEIGHTS:
TRENCH BOTTOM 3/4" CEMENT PLASTER MACHINED TO INSURE EVEN BEARING OF RING 261 LBS.
UILI MINIMUM WEIGHTSoc
: COVER AND RING COVER 120 LBS.
LL. RING 190 LBS.
MAX. CORBEL 1" PER 11-I
x COURSE COVER 120 LBS. H
STANDARD PIPE TRENCH DETAIL IL N
SD 1-07 - STEPS
Q HU
NOT TO SCALE a 1'_p 2'-1 1/ " 2'-1° H
W V-11 3/4" T-11 3/4"
W
� 1'-11 1/ "
' 75" 1..�
2. 25"
w
7.5" 4'-0" 1.5"
311
7.5" y
Z
1:. 125 3.125 _
4.7
1-10 1/4" 4.125" 1 1' -8 3/8" _1
0.5„ , . 4.125" 5 O
2'-0 1 /2" T-9 5/8„ LL
Z o OC W
;,:':::'<r'�Y.a`: :'•:, a•.>; 2'-91/4" 5.5" 1-101/4" 5.5" Z h
..:.;:; 2'-914'
6„ .,. ?.r"iy:a•:: .yy �:s i"n ;e1.1-:: ;;;fp.r;e`: •�.l:;ti.+:
SECTION "A -A" SECTION "A -A" SECTION "A -A" "
GUIDELINES FOR STORM DRAIN MANHOLE STANDARD MANHOLE RING AND COVER STANDARD MANHOLE RING & COVER
SD 2 -03 SD 14-01 SID
NOT TO SCALE NOT
14-02
NOT TO SCALE
Z Z NOTES; USE CLASS ""B" CONCRETE THROUGHOUT. Z" Z O
BACK OF CURB FRAME GRATE AND H O NOTES: MORTAR JOINTS 11 " +(- Lg" THICK. Q O Y O C,3
d H O PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" 1 i
X - 0 � USE CLASS "B" CONCRETE THROUGHOUT. I"'I y- `S� EXPANSION JOINT I % ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.08. f- a N V
" 1 Q TOP ELEVATION USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Q It
r DID IONAL CONSTRUCTION - MONOLIT'HIC POUR, 2" KEYWAY, DR #4 BAR DOWELS AT Q
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. Z _ 6" E"'I 4'-6" 4'-6" Z U 12" CENTERS AS DIRECTED BY THE ENGINEER. ZCCO
Y Y USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. H Ci f
W J O 10-1 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM BLAB. W J O H
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" 0 0 d 1""r Z #4 BARS °V1° 6 6 T 4 F E O 0 CL = Z 0 O CL = Z Z S~ 1 ^ N
A. - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O O _ U) I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB � (/) O U
-�
C= z 1 J�z" 1 „ GRATE &HOOD Z AS SHOWN ON STD. NO. 840.00. t---�
m 8 USE TYPE "E", "F" AND "'G" GRATES UNLESS OTHERWISE INDICATED. W Q LL = I 1 W ¢ Q c _ " W Q ILL0 _ � C�
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS V ¢ O 3" I I e I- („) O �r FOR 8'-0" IN HEIGHT OR LESS USE E WALLS AND BOTTOM SLAB. OVER I- f�l O (�•
O I _ _ _ _ S'-0'° TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q �
B" 6" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS- FQ- = H Z LU ` "� = F'- Z W X , X QUANTITIES ACCORDINGLY. � ~ ZZ Ij u
MEN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB {/) O W ^� fA H d - - -
D AS SHOWN ON STD. NO. 840.00, 2 WO H Q _ oil- CC O H < A CONSTRUCT WITH PIPE CROWNS MATCHING. Q WO r..,, � Ill ��
MIN FOR S'-D" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE O O cr R ui R °I W 6'- " O rd.,� INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z !O.1� W U [� F--i
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z F o s� Z
o W-O". QUAN71TES TO BE ADJUSTED ACCORDINGLY. . ' ■ IL `� P LAN f- > INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A F.- +~
F- H L a a H m POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. a N N r_
PLAN CDNSTRUCT WITH PIPE CROWNS MATCHING. ❑ In w yri d ❑ I r W O Z r+ \J L)
x SEE NOTE , W J x CURB AND GUTTER Vt4TH CATCH BASIN ON STEEP GRADES r W
� a 1 CHAMFER ALL EXPOSED CORNERS 1". � i
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". ❑ m'< m O �/ - - - -i ❑
- DRAWING NOT TO SCALE. ci H
.r o .d. � TOP ELEVATION � � � � - • l G1
TOP ELEVATION c DRAWING NOT TO SCALE. w W Li
m m m EXPANSION JOINT " INGREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE P4
S I `
M d` �' USE ON FLAT GRADES 2� AND UNDER ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST 0
Y QUANTITIES ACCORDINGLY. Z O
FP'ME'-�GFiATE H TOP ELEVATION - 2' WEEP FIOLES
S E uT -fla. �4 .0 STEPS - STD. N0. 840.86
STEPS STD. N0. 840.se S 3'-0" m 3'-0"` DEPRESSED GUTTER LINE PLAN 2ND OPENING �1-1
EXPANSION JOINT 1 f IF REQ
MIN. MIN. x o TOP ELEVATION PLAN OF TOP SLAB SECTION S-S -'i L F TOP 9LAB G
8" O 0 TOP ELEVATION a TOP ELEVATION TOP SLAB 0
A ELEVATION 0 #a eaR z10 - E LL NORMAL CURB AND GUTTER ON LIGHT GRADES W TOP GUTTER LINE LL y
I 6 ..�.-E B Z (, Z #4 BAR Z
-•'c-°'v'r•°'o ':b �' z ~ TOP ELEVATION NORMAL GUTTER LINE FZ-I OPENING 6"• " FZ-I 4a W v .. .. _
C =all
G = Q W 8" E #6 "W" BARS #4 BAR EXPANSION JOINT 6' Qr W 6 B S" TOP ELEVATION I --I
m CL
SECTION Y-Y 6„ M N. Q m n-
6" D rr � m d. � �
MIN, MIN E MIN. ❑ CL 6" USE ON GRADES OVER 2% LL
RISER HT. ❑ tj L�3 EQUAL SPACES - N - - v o -'Ie A 6 x PIPE WALL
101�GO
x u
VARIES ❑ 01+ ( 0" ((THICKNESS VARIES
6°MIN. .4 :o.' ° :v.; ^ 6 F EXPANSION JOYNT Z m �"CDR. ❑
4"".
�� 1' 0" -I-� I MIN. } SECTION J-J SEE NOTE 6"MIN. �'�.f- Q ;! _ #4 BARS 1 DEPRESSED GUTTER LINE _ _ Z
IN. WHERE30135"PIPEISUSED .,•� 3" SEE NOTE ~ , ELEVATION he N `° I #4 BAR z N W
E TSECTION M-M N v N SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES V " SEE NOTE
WIERF 47 TO 54' PIPE IS USED m N
RISER HT. WHERE 30"TOSS"PIPE IS USED Q Q SEE NOTE PART SECTION Y-Y Q '-
E 3 MINIM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT H WITH NO RISER)- $ SECTION X-X SECTION Y-Y 3
VARIES ❑ m ❑ m SHOWING DETAILS AT OPENING ❑ Lu
FDIMENSIONS OF 00% AND PIPE TOP SLAB CV.YDS. CONIC. IN BOX ORIGK MASONRY DEDUCTIONS ,Q ,Q
.J `•I Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS V BARS W TOTAL TOP BOTTOM TOTAL BRICK III T ONE PIPE 0 4 F�
M 1 i M CC D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LEIS. SLAB SLAB CONC. INIIALLS BRICK
CONCRETE C.M. R.C. CC MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) CE W
....
I A DED 12" 3"-V 2i-2" - - - - 2,-9" - - - - - _ _ - - - _ - 0.281 0.281 Q, 043 1 .244 0.031 0.065 P D EDIM' 6A N BOX�r86THPE HEH GHT N LENGTH ENO. ELENGTH NO R LENGTH �OF MENS I0 GLOB TOP 9LAB N EBOX Y6U.LlFf. HT. LBS. X & YLABS H) C SNE PIR C. 6 PE ONE �.
I 15" 3'_0" 2'_2" 3'-0" 0.281 0.281 OPENING
T
_._. 8" � , a 18" 3 0 2 2 3 3
I a I m 24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121 12" 3'-6" 2'-3" 1'-1D" 4 3'-0" 6 4' 3" 2 4'-3" 4'-6" 3' 3" 0.181 0.271 0.250 27 1.046 0.016 0.032 0.046
30" 3'-0" 2' 2" 3'-4" 4'-3" V 2" 4' 4- 4 1"-6" 3 a'-1" 3 4'-1" 45 0.14] 0.374 0.521 1.506 2.217 0.122 0.164 15 3'-6" 2`-3" 2'-1" 4 3'- O 8 4'-3" 2 4'-3" 4'-6" 3' 3" 0.181 0.271 0.250 27 1.108 0.023 O.D36 0.048 h•'--I
�.7 361, 3' 0" 2' 2" 3'-10" 4 -9 1' e" 4' 4"' 4 2 -O" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.518 0.176 0.261 18" 4'-O" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 3' a" 0.226 0.340 0.284 35 1.379 0.633 6.049 0.053 W F�
WHERE42"T054"PIPE IS USED 42" 3'-0" 2'-2" 4'-5" 5 3' 1'-5" 3'-6° 4 1`-9" 3 3'-3" 3 3'-3" 38 0.135 0.373 0.50E 2.152 2.680 0.240 0.371 24" 4' D" 2' 8" 2-10' 5 3'-6" 7 4'-9" 2 4'-9" 5' 0" 3'-8" 0.226 0.340 0.284 35 1.521 0.069 o,065 0.053
48"' 3'-0" 2'-2" 5'-0"' S' 9" 2'-0" 3'-8" 4 2`-6" 4 3' 3" 3 3' 3" 41 0.173 0.410 0.563 2.415 2:998 0.313 O.a77 30"' 4'-0" 3'-s" 3'-4" 5 4' 3" B 4'-9" 2 4'-9" 5'-0" 4'-8" 0.27E 0.417 0.315 43 1.916 0.092 0.127 0.053
' 0.446 0.659 2.608 3,465 0.396 0.595 SHEET 2 OF 2 36" 4'-S" •4'-0" 3'-10" 5 4' 9' 10 5'-3" 2 5'-9" 5'-6" 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2 ~�
SHEET 1 OF 2 54" 3' -0'" 2'-2" 5'-7° 6'-3" 2'-7" 3'-8" 4 3`-0" 6 3'-3" 3 3' 3" 47 0.211
DETAIL SHOWING JIJJETNOD az" s'-0" 4'-6" 4'-4" 5 5'-3" 12 5` e" 2 5'-9" e' o" 5'-6" 0.407 0.6tt 0.389 64 2.9ta o.1aD 0.243 0.066
OF RISER CONSTRUCTIbN PLAN PLAN 840 01 `RISER HAS :321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 84O.O1 a8" S' 0" 5'-0" 4'-10" 5 5'-9" 13 5'-9" 2 5' 9" 6' D" 6' 0" 0.444 0.666 0.407 Be 3.296 0.235 0.317 0.066 840.04
1 L1" CLR . O U) 0,,,, cl) r, O d O
GENERAL NOTES: �' 1---1 r- " H Q
W ROD• I-Q 2" WEEP HOLES <Q ry �2 B
Q Y USE CLASS "B'" CONCRETE THROUGHOUT. Q Q }�, �� c 1 �/r� ,,,� Q
am= �, z�= 1 DEPRESSION a „ n :z cc
17­71Z-1 = (> PROVIDE ALL DROP INLETS OVER 3'-6' IN DEPTH WITH STEPS 12" H CC 0, %i r1 1 �$ 1 H pC
V O OJ Q. = Z I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. W J H Z 1 r 7r�8n 1 r 75 �,r `�� �� H F LL J d
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O 0 = H I O dco
_ ^� ``�•{ vim'
V m 2 3" X 1" THICK C= z X 12" CENTERS AS DIRECTED BY THE ENGINEER. W Q z W T II W Z LL 1
a ROUND OR SQUARE V Q © S X USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. H U O _ 0 E E I•- 0 = O
CUT WASHER Q r0-r - I - I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB ¢ I- r""r - ® G - I Q H- H �! J F++I-•t
> _ Z W I J AS SHOWN ON STD. NO. 040.00. ~ = Z LV N 0 co I U) = z W
m � 2 HEX NUT fAHLLO_J - ---- 4 - - L�~W0J j 0 �- --- -- G4F-LL0_J
CC 0 H Q CONSTRUCT WITH PIPE CROWNS MATCHING. 0 [] Cn Q L C? - 1 - - - - CL: O H Q
12" » ak I O D!) I O W = CV O (1) CC
12 c E Imo- Z H - I SEE STANDARD DRAWING 640.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. z ► r N O I ,Z H
> INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. d H O d H V
INSTALL STONE ORAI%S, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A ❑ ❑
DETAIL 0 F HANDLE r W❑ POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r 0 t I K m �/ p � �
CHAMFER ALL EXPOSED CORNERS 1". m v- Q Q
! SECTION G-G r� H _i z
1 #3 BARS "X" 11 �" 1 Y� "" CLR . Y DRAWING NOT TO SCALE. '- 1 r 4Y2 f r 1 4 r, PLAN 0 F FRAME E L �( I- Q
PLAN z
0
CLR: EQUALLY SPACED CLR. = WITH GRATE &FRAME REMOVED 1r 7 ,r 1r-7�$rrIRON
r <
F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" N
AND ALLOW HANDLE TO MOVE VERTICALLY, 'Q CAS IR N v fy
PLAN 0° � PLAN OF GRATING � � o � Q oo C) ILL
o
BRICK COPING(INCIDENTALI
1 rr CAST IRON Q Z U) J J .. [Y
O TOP ELEVATION O ❑ ~ >- �- U Z
CD v BTO. GRA8E0.18 FRAME CO J 0 I T� U Q LL z Q
PRECAST OR CAST IN PLACE TOP SLAB LL = LL W 2 -3 /4 LL I}= Q h--�
F% 1" PIPE SLEEVE X 3" LONG. - w
LL
Z Z Z W w
#4 BARS "Y+' HANDLE T 1" PIPE SLEEVE ~ _� �- #4 BAR 1 N Z
V t1 6r, A 6" H 3 Z C; w�� W u;�0 0
r-I C r a? w � LU
PART SECTION H a R N o. °- 1/B�+ /8",r 1/8" `� aLU of ? w a v w W_
❑ ❑ LJ1J U0_LLOf 0U)000
THRU COVER SHOWING HANDLE ❑ O = x ❑ O O 1r, 1 „ 1 „ 1n ❑ U)
cc cc It � 0I ❑ Inc " •3r-33A 2r_34 rr DC � (j (�'� SEAL 1111111
_ I I o m 1 it 2,r �4 G `✓ CAR
,.......
#3 BARS "X" -) 4n Z ~ = c1II I Z JIL 28n �rr i N rr Z LL. ❑ I'J ��� �N ��/ /ss
EQUALLY SPACED Q 1 Q F- y t3 8 "�
, °CLR. z DOWEL N JW _ I ,r err I I „ +ate ,r � _ � F- 0 I of
SECTION V-V c` i Q ae N SECTION H- H I r I� I 2,_2r, I J_
#4 GAR IL N m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18' �- ,r 3'- 2
Z = �+ - 028847
SECTION X-X SECTION Y-Y o cn
Z _ 110
_ ❑ I�
G < H Lu 0 0 21/ 1 „ ¢ H o°•. GIN
„ „ O DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H} ❑ 13 c - 2 O �i ! �'°••. G
#4 BARS Y 11�" CLR. = LJ1,! r r' N iv r n N N = O W ��i y% •• •
1lt" CLR. (� DIMENSIONS OF BOX &PIPE CUBIC YARDS DEDUCTIONS FOR 3'- 2 _13y4 co r 1 /7 C,
= WA EQUALLY SPACED We
v PIPE SPAN WIDTH MIN. HEIGHT CONIC. IN BOX ONE PIPE
a #3 BARS »X» Z
T"rnLr Sn 2r_6rr
J..� BOTTOM WALL PER CONCRETE Cl
0 D A B H SLAB FT. HT. fl°I"-'" C.M. R.C.
HEI�3HT H
DOWEL 12" 3'-0" 2'-0" 2'- 0 " 0.222 0.222 0.592 0.015 0.026 O
15'" 2'-3" 0.648 0.023 0.038 LL
SECTION W-W 18" 2'-s 0.703 0.033 0.049 SECTION E - E SECTION F - F
24" 3' 0" C.814 O,OSj 0.085
SHEET 2 OF 2 30" 1 3'-O" 2'-0" 3'-6" 0.222 0.222 0.925 1 0.092 0.127 SHEET 1 OF 1
SHEET 1 OF 1 �� C-604
840.04 1840.141 1840.16
PEI JOB#: 21464.PE

" Z Z FR
4'-0" .Z
6' O or
O 2' a' MASONRY FRAME AND GRATES O
-'� H Cn U FRAME AND RATES ANCHOR
3" "B" BARS @ 11" CTS. 3" d Q Q 'Q ° sZ Q 3
#4 BAR Z�SU Z�=() ------ LL' H�OCa
o003 o00= �0)
vW Q ZQ LL = W •�U[ ~ LL = 3" CAVITY 3" CAVITY (GEE GEN.}LIJNOTES) ILL
H = Q Z CD
F- U= O U, H U O (�] 10 IA MORTAR JOINTS W
x x F- _~ Z W = Z W MORTAR JOINTS WALLI'vTIEIA N.
m WALLOTIE U I- u o ff
F' LL d -1 O 1- LL O J (SEE GEN. NOTES) @ 16" CTS. @ 18" CTS. CC W H J
m m m o m d GENERAL NOTES: ct O� Q " R a "„ AR O o U
+ d DOWEL "Crr Z 1-' Z ,-,°c @ 6° crs. @ 6" CIS. ` >
1 + m HH CONCRETEUSE DARD BRIGKRORUBBOCKRICK ARE OPRIONAL wALLWALL TCONSTRUGTIONLID MATERIAL BILL OF MATERIAL I'� "B" BARS n~.l-'
m C- p p @ 12 CTS. @ 12" CTS. , W ❑
- 0 INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL QTY.BAR I LENGTH WEIGHT ' p 4„ " " "A" BAR 4" p
IN THE UNIT PRICE BID FOR EACH UNIT. A B #5 1'-2" 9.7 @12 crs.
y T PLAN B 14 #5 5' -6" 80.3 •.
OPTIONAL MANHOLE �+I 5'_g " (WITHOUT TOP INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER. C 26 #4 1'-6" 26.1 v Q ',',• ,' 4,' 4 2
SEE GENERAL NOTES ( ) CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2 MINIMUM Y 14 #5 6'-11%" 101.5 :� :0' Lu
FOR PLACEMENT AND CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 "A" BARS TIED TO ••'�' .`� v v v W O
STEEL INFORMATION 7" 7 SEE STANDARD Bd0.5d TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS STEEL TOTAL WEIGHT 217.E 2„ " J
6 -0 HOOK 0/32" RADIUS HOOK FOR MANHOLE COVER & FRAME x I 2 C 2 _ I W
r' ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION. iC a'-5" NIN. ( 6'-1" MIN. Z (--
BRICK MAY BE USED TO 0 m CU. YDS. CLASS "AA'" CONC. 2.6 0 ¢ � M
FINISH GRADE ADJUST FRAME & COVER m W CU. YDS. BRICK/FT. HT. 8") 0.53 m W [L
PLAN OF TOP SLAB TO SURFACE ELEVATION MAX. 1' CC ❑ PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH CU. YDS. BRICKIFT. HT. (12") 0.84 tY ❑ SECTION X-X SECTION Y-Y ac CD
"Y" BAR$ CONCRETE TOP SLAB o Z z STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66. OW Z = BRICK ALT. O
tl Z
6" "Y" BARS @ 111 "CTS. 6" BAR DIMENSIONS ARE OUT TO OUT "B" BARS 0 " „ 0 1'C Z
p SPACE DOWEL C BARS AT A MAXIMUM OF 12 CENTERS. 2'a"
C3 �--� ❑ 4'-0" Z 0 Q O
!0 'Z �' Z r Z �"' FRAME ANO GRATES FRAME AND GRATES I-i UJ
r 3 V Q MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'. < nacGHaa E 3 G W
>
Z ' CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH Q Z ' ° - - - - - - W I W
vi m ❑ d• cm SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS. ❑ •,• 2 D„ "� 3,_8r, Br, ❑ H LL o
S Cr C.'i w CC t'3 w D' !, °C 47 -I n
¢ 1i v W 8" ❑ '"Z H d ICL Z-I N c 2,r "C" BAR 2" 2 ❑ �
ao Z ~ Z it. GL �% • „F„ BARS m „Sr' BAR @ 12 CTS. Q 0 OO
m g Q �'" Q a 2" @ 12° CTSCIS. I,•_ Z {
V :a GENERAL NOTES (uj STEPS SEE~n I=. (n "
12" y m J1 } m 3 2„ ,"B„ BARS 4., v . s crs '4
••j•2" ° PIPE 8 SHOWN V W „ „ @ 12 crs. • P
Q I-LI
`-SEE INSET "A" FOR ILLUSTRATION ❑ (n ❑ �T� O
,y b „ „ PURPOSES ONLY Q U ❑ Q LL. p @ 12 CTS. P O F-y
• w DOWEL G o
"A"
¢ Lo z SEE NOTE C[ U. cc 2" P' 'Q, @ 12" CTS. Q. 2,r cc
m o �� �U
INSETa S 4 o d o • - ,. o° ° o• UL j.. (--�
O w W oC I, ••N •41 GI iB.•• `•I r 5'Le
-8" 1 _ I "�" W
PLAN OF BOTTOM SLAB CONCRETE BLOCK >= W
NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK. ; �
AND SECTION "A" 12" THICK. - - - MAX. PIPE DIAMETER IS 18" R.C.P. MAX. PIPE DIAMETER I3 36" R.C.P.R,G.P. CJ�
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A SECTION Y-Y
DESIGN WILL BE REQUIRED FOR APPROVAL. 9„ SECTION X-X CONCRETE ALT . NOTES:
-HORIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE
NOTE 3: USE SINGLE MAT REINFORCING STEEL; "Y" BARS @ 111,44" FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE. SHEET 1 OF 2 (1��
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU CONCRETE BOTTOM SLAB SECTION X-X SHpEET 1 OF 2 SHEET 2 OF 2 -MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0".
OF HOOK BARS IN BASE SLAB. (WITH TOP) 840 . 34 -MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER. 840. 35 J /•�J O
840. 34 -DEPTH OF STEEL GRATE WILL REQUIRE DEEPER SEAT ALONG SHORT WALLS. V"F a7
Z
O
Z 6" 'L' 6° 6"' 'W" 6" z GENERAL NOTES: OPENING SHALL BE L' pR `W' + 1'-0" 00 Q
�:4 5�
1-4 ocn O * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED H } 2
X +-I BILL OF MATERIALS
SEE SECTION Y-Y FOR DIMENSION 41, COMMON CONCRETE ALT. BRICK ALT. ��IF < H 1 "CLR. TYP. a• i STANDARDS: $40.01, 840.02, 84fl.fl4, 840.05, 840.13, 4 a ��
ca #4 REBARS �' #4 REBARS #4 RENTER 't ca O
t i 6 CENTERS " CC U
R I LENGTH ITY WEIGHT LENGTH QUANTITY WEIGHT , _, C7 : H U 640.14, 840.15, 840.17, 840.18, 840.19, B40.26, N LL J O H z O 00 O
A 6 -a 6 -7 47.7 LL J a ri z , -- - - - - - - - , - - - - O Jo CL x Z 840. 27, 840. 28, 840.31 , 840.32 AND 840.41. o,',', . o O = Z (- rT`�
B # 3 -a 1e 3 -a 1 56.3 O o cn = , , , , Cc U7 * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY ¢ Z z �+--{
LLJ c�(Z LL I I' W p I W p a. ° '`, W Q Z Iy - #5 BARS W W S W
U #b 2 -S 14 33.6 _ 0 4 3- Q = � THE PATTERN OF THE v° F-G.)Qq= FOR IN ACCORDANCE WITH SPECIFICATION SECTION 640. " OPENING F-U 0O
H U O I I m _ I m_ - \ CG C7 I qC H
6 0 1 1. Q H co m KNOCK -OUT o', ¢ , , * STEPS , r c�
a - 1 D 7 I I ¢ I i : ¢ ° :v : L- _ z w DO NOT PLACE PRECAST DRAINAGE STRUCTURES I SECTION C - C (j p w
LL O J 13„ I 13" '" PANELS ARE SHOWN o. :a, p E" li O J UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. I p H Q
Y L I 328.6 222.8 CC �-� I ¢ °d FOR ILLUSTRATIVE : �' : , v q.: o d C I #5 BARS 3 O C(]
Y o I Y RD o.66 z O H I I' > I i PURPOSES ONLY. o`. ° •'.o. • o z H °C USE 4000 PSI CONCRETE. I @OPENING C a CC
CONCRETE IN WALL L AA URIC YARDS 2 0- v
(CUBICN WALLS CLASS IS' CONCRETEYARDS) 0- 0.3 F'ry+ 3n I #5 REBARS 12" I 3 I #5 REBARS .° .ti_.q a v, .a .o ° o .° p �H * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR o
FRAME AND GRATES x o.s1 w p ( „ I W ❑ GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064.
x 1. 2 r CENTERS_LTYP.) 12 CENTER$ p, p . D'e ''' 4', ° o` . C', t] * - - - - - - - - - - ° •:; b :' ° n'no ❑ U
BRICK & CONCRETE TOTAL fCUBIG YARDS)1 a 1.9 ❑ - P'°. 4 d LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL „
CONC. CUBIC YARDS IN WALL FOOT OF HEIGHT 0.35 0.14 • ,• ••, .; ,E`�' .t . ° - , '°,• ° ' ° ° ° , „ o•' - 6 MIN.: M
w BRI K CUBIC YARDS IN WALL FO T F HEI HT - - 0.34 _ a : o v d o° d': STRUCTURE TO 10 0 , LIMIT SOLID WALL STRUCTURE _ �.. ':o•• �. a._�
a p Z O
m L85. OF REYNF. STEEL IN WALL FOOT OF HEIGHT 94.9 47.6 SECTION 1A - A' co ` ' D D D ' _ " o
SECTION B-B �o ©. R n a TO 15 0 d
�tC c PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" 'L' $" o.• N
W {n Tv 'L' + 1'-0" ® OSHA STANDARD 192B.704. ov vn.
°G^ VERTICAL BARS -� w co ° o'°•: D PLAN TOP SLAB o v. �o W
"E" & "F" HORIZONTAL BARS Z B v .� „ W * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE P• o �: ° °• .;P o0
1-i Q d• a 1 MIN. ° b ¢ p..- ..�:.. pt� N
T �� �• v ::p, REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES r ° � Z 4
m CLR. (TYP) o DC .. U
STRAIGHT BARS M 0CIL C'j A : A u° p SO THAT PIPES ENTER THROUGH THE O H m
X i-J P o #4 R BARS C•l 1 MIN. C w = LL 0 J
��• N w O ❑ 5 KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH N
CLR.{TYP) ^� WAFFLE WALL ISOMETRIC VIEW CORNER CUT DETAIL
"A" & "0" BASE BARS bl-th O Z r O = J THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF , CD Q 4-
PLAN Z o ¢ + 4x4 W4xW4 a f SOLID WALL BOX) z aC I- - ^
I --I WWF (LAP #5 REBARS @ 12"" I'• -I �- WALL IS PROVIDED ABOVE THE HOLE. �"i w W O Q
SEE SECTION Y-Y FOR A' BARS _1 s" RADIUS wCENTERS HORIZ. y ALL ELEMENTS PRECAST TO MEET ASTM C913. d U v
SPACING AND COUNT I -T � � G � � Z yam- WwF 6" 'ON - � * � n n �' � p "
2" RADIUS g)•g" BEND Q F ( ¢ W 8 'L" OR `W' 6 Y
z" RADIUS CC W p TO REBARS) & VERT. CC CC C W
��17"CONC. } J * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ❑ W Z
17 BRICK ❑ H -_ C.; USE WITH ❑ W LL '
LL JI..
a ' •' d •... " ' " ;-� r + LL OR BRICK IN ACCORDANCE WITH STANDARD B40.25. #4 REBARS (D Q �I Z
a" 4 X 4 & LARGER ❑ � ' a' 6" CENTERS ❑ `r{ j '
BASE BARS s BRLcic p W - - CC Q Q PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH 1 GLR !,. ae Q _ r, �?
oC DRAINAGE STRUCTURES
J
Q 0 B �O Q Z T; #4 REBARS - Q Z W
m " 'L' 6" TYPICAL} o. _ p STEPS AS DIRECTED BY THE ENGINEER. " m � ❑
CORNER BARS ❑ e p L.� ❑ 1 6' CENTERS s z H ►- (�
GENERAL NOTES: Z © °. v °; b a' ° :: Q Q Z * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG v' • CLR �i 'Q+ Z
o� USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX. Q Z p WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW I- Q AS THE SAME AREA OF STEEL IS PROVIDED. ~ Z ✓'�'
z -USE CLASS B' CONCRETE IN THE WALL CAVITY FOR REINFORCED � �"� z 6" `L' 6'" 6" 'W' ° 'n o• ° v O W 0 Q
BRICK CONSTRUCTION AND CLASS AA FOR THE FOOTING BASE. 6 9
P p o 0 0 * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
o ° H PRECAST RISER PLAN PRECAST RISER DETAIL�W
xz CHAMFER ALL EXPOSED CONCRETE CORNERS 1 Q m J BASE CONFORMING TO FEDERAL SPECIFICATION SS-8-21A, W
-USE FORMS TO CONSTRUCT THE BOTTOM SLAB. W J1 �� P. a D o'. D a o -' o D •' o '. Q O
IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION p m 1" MIN. CLR. 1 MIN. CLR. ° ° ° ° ° y to AASHTO M-198, TYPE B - BUTYL RUBBER. Lu
Z
N o' °' °' °'' LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR .g.•• : `: v a:, A• o G CD
PROCEDURES SHOWN BY STD. DWG. 840.00. Q _ O ;.� .P :,D •O P' ,•C .•o O
co
PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN O V 4x4 W4XW4 P :.• p v; .• . a ,' .• . D .• • :.- p ...• .. O , „ , „ d :;, u • • v :,• d,: io u
o - w o o. o. o a. a. Cc DIMENSIONS OF 5 -0 X 5 -0 s; 5' W
WN DC Q Lu p WWF (LAP ;, J •n. :v•' . ro•' :v-• . :o• ° e•
r" LIEU OF BRICK MASONRY CONSTRUCTION. 1--1 U 4X4 W4XW4 + q W „ :o•_ . ,3;v;; ,•
• m p. o. - o. o. a.
W INCLUDE REINFORCING STEEL COST IN THE UNIT OR LL o. m _ WWF 6 ON- ° ¢ :p. - �•- - a, a. THE OUTSIDE PIPE DIAMETER PLUS 2 OR THE OPENING
WWF (LAP I N11F ¢ c� TO REBARS) P H �' ' - O O �' O ,. • 6 0 CL
ww LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE". LL. [>= ,� . d REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
REFERENCE STD. DWG. $40.25 FOR FRAME ANCHORAGE. O 6 ONTO REBARS) # CC ��, :r o= D a. D a D• a. D• a' „ "
-- CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK e: > #5 REBARS °° , F SIZE WHICHEVER IS GREATER.
r, Se p ° `,: o p v°
WILL BE PERMITTED. H #5 REBARS 12 12" CENTERS D�••• oo USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
-CONCRETE FOR BRICK BOX REFER TO SECTION 632 OF THE CENTERS (TYP.) TYPICAL ° v:, p :v REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
STANDARD SPECIFICATIONS.
PLAN OF BASE -PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS
C',:.•°•,:•• ::v'•:•.p',.r SHEET 2 OF 2
SPACED 12" ON CENTER AS DIRECTED BY STD. DWG. 840.66. SHEET 2 OF 2 D Q " v J - SHEET 1 OF 2
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. $40.35 SECTION 'C-C' SECTION D-D SOLID WALL ISOMETRIC VIEW 840.45 OPTIONAL JOINT DETAILS
840.45
U
NOTES: Z CLEAN OUT END CAP ADJUST ��jj
GENERAL NOTES: o 0 m z
THIS PRECAST eax MAY BE USED FOR THE FOLLOWING STANDARDS: 0O INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. l + GRADE PER FINISHED GRADE
r. •,:N :r. H� STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED I-Q FINISHED GRADE
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, a4D.34, aCa THE ENGINEER WITH DETAILS OF jfHE PROPOSED ST&S AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q`C (PROVIDE CAST IRON BOX IN
1" MIN. sn 6" * 840,35, 840.36 AND 840.41. ~2 S U --..-- -- -- - - -- - -- - - - - - - - - - - H C'j V PAVED AREA)
CLR.(TYP) WITHALL NCOOTDPAY FOR PRECAST STANDARD SPECIFICATAIONAGE SECTIONC840ES IN ACCORDANCE W J d H Z OW d= Z
SECTION VIEWS * PR SSiVE STRENGTH CONCRETE. o00CN �cn V
1 MIN. USE 4000 PSI MINIMUM COM E I---1
CLR.(TYP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 WQgo(D 1„ f QUQQH 6" MIN.
H U F- " •Z- aC C'3 Q
WELDED WIRE FABRIC (WWF). Q Lu 1" T M H= F- Z LLJ
0 4x4 W4xW4 " * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". � H LL 0 W LL.
WWF (LAP #5 REBARS & 12
WWF 6" ON CENTERS (HORIZ. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD �LL,..r-1 � � � J
o a W `}•(
TO FABRIC) K VERT. } * 1926.704. z O H I= � �? °' z CID ¢ INJECTION MOLDED �j 1
P. (USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED w „ rn r � H ST 45° BEND `INJECTION MOLDED ST 45° WYE
' ' UNLESS ALLOWED BY DETAIL IN PLANS. r-�
a x 4 &LARGER d p � r41
w p (OR INJECTION MOLDED TEE
DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. , W p )
* p
TYPICAL} - L BARS WITH FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE _ '�
OR BRICK IN ACCORDANCE WITH STANDARD 840.25. SUBSTITUTE 45° BEND FOR END F
1'-6' LEGS 1
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH LINE CLEANOUT
PLAN SIDE I -•-I �
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD, NO, 840.66. ELEVATION
6" `L' OR 'W fi" WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF PLAN SIDE
MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED. ELEVATION r
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT _ cv
a, STANDARD SPECIFICATIONS. §1;" ,
#4 REBARS @ d * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS I--• L� 2 CL
#4 REBARS @ 6" CENTERS co TO W-0" X 6'-D". y o �(
6" CENTERS EACH WAY * THE OUTSIDE PIPE DIAMETER PLUS 2'" IS THE MINIMUM STRUCTURE LL
LL � W
EACH WAY SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER ci W 14�"' I r'*"f �+•i
LOCATED IN 0 W Q H
IS GREATER. Z = �' 1`-O" CAST IRON
CENTER THIRD TYPICAL PRECAST ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA CAST IRON z N IN -LINE CLEANOUT �' a
I-' 1- ELEVATION ELEVATION g W
OF WALL RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. Q d = NOT TO SCALE 0
DWG. 640.34 FOR MANHOLE INSTALLATION.
� U
. p Z � 1�e„ - ❑ V � ��v�iaic�7
PRECAST RISER PLAN F" y #6 BAR OR a DOWNSPOUT z
2 #5 BARS EACH SIDE �� r 6„ z La W 1„ B" 1" GALV DR, a ARCHITECTURAL URAL BUILDING o O
OF OPENING FULL SPAN z ,,
1" MIN. CLEAR cQ m L N m W PLANS FACE
MIN. MIN. F �ICD
Vz
,-z LL
L" OR 'W' + 2 WALLS 1" MIN. CLR. >` N a _ } FINISHED GRADE �T� D_
I STEPS _ ;p• LL i POLYPROPYLENE I❑ Z q Q Z
#4 REBARS oo ax4 W4xw4 o :q. .�: ¢ PLAN SIDE PLAsrIc SIDE Q `° ¢ g -
' s CENTERS m d a' n o 'a ELEVATION o a
6" FONTOPFABRIC 0 :Q. ' ' .Q ' ' CC �„ _ PLAN ELEVATION CC W U r z o
ca j, COMPOSITE 0 `� Lu o
6 �* INSERT INJECTION MOLDED, a z ' w
W ~ w cn w
2 #5 BARS @ " > re :4 Q 4 - ZwQ� W
OPENING 1" #5 REBARS 12 ¢ d c v• v v v _ �, REINF R I GASKETED SPIGOT BY BELL ma'•' O v Z d:;o' v' ' : a' a' ' o' 0 C NG STEEL REDUCER
CLEAR(SEE NOTES) CENTERS p, 4. • !2-111 c uJ 4 w
, ,��,• � 0_ O� w ac:w�x
a . ', v
LOCATE OPENING z TYPICAL SECTION a : D' ; a o ; o o :Q o' ELEVATIONSNAP
AS REQUIRED m �' •0' ' #3 DEFORMED F 12"DO NOT USE IN " �\
NOTE; CONNECTION 4
Wiz` SEAL UIIIt1/
6 (SEE NOTES) Z STEEL ROD SANITARY SEWER MANHOLES. �' O ��
TOP SLAB SHEET 1 OF 1 N CARo
L, ® TYPICAL SECTION �, SHEET 1 OF 1 ELEVATION 'INJECTION MOLDED ST
H
SECTION A -A
MIN' PLAN TOP SLAB MI"' OF BASE UNIT ISOMETR C VIEW 840.46 $40.66 TEE FITTING (SIZE BASEDr
ON STORM DRAIN SCHEDULE) J 9-
ADS HDPE N-12 HP k 028847
STORM PIPE (SIZE A '`
co
TO MATCH ROOF
DRAIN, 6" MIN.) W ������� ic(IGI I1�6������
NOTES: I--� 09112 22
* INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, Wl ES,
cj
REDUCERS, 45' BENDS AND BELL/BELL COUPLERS.
ROOF DRAIN DETAIL WITH CLEANOUTS H C-6.5
NOT TO SCALE
PEI JOB#: 21464.PE

SCHEDULE C
COMMITMENT DESCRIPTIONS
TRACT 1
Being that 1.43 acre Tract in the Town of Holly Ridge and described in a Deed from Janie Marie
West, single, to Gordon Darrel Ottaway dated November 1, 2004, and recorded in Deed Book 2343,
Page 222-224, Onslow County Registry, and being identified as Onslow County Tax Parcel Number
735-41.1, more particularly described as follows:
Being all of that certain parcel of land lying and being on the Western side of the ACL railroad tract
and the Northern side of Fourth Street near the town of Holly Ridge.
BEGINNING at an iron stake in the Northern edge of Fourth Street, which iron stake is located 150
feet West of Northwestern right of way of the ACL railroad, the same being the Southwestern corner
of the Darrell Ottaway lot as recorded in Deed Book 288, Page 481, and runs thence along and with
the Northern edge of Fourth Street North 30 degrees 11 minutes West, a distance of 381.30 feet, to
an iron stake in the Eastern edge of A Street; running thence along and with the Eastern edge of A
Street North 59 degrees 47 minutes East 87.66 feet to an iron stake in the Douglas M. Gray line;
thence along and with the Douglas M. Gray line South 55 degrees 54 minutes East 371.98 feet to
an iron stake, the Northwestern corner of the Darrell Ottaway lot; and runs thence with the Western
lot line of the Darrell Ottaway lot South 49 degrees 18 minutes West 253.29 feet to the BEGINNING
containing 1.43 acres more or less.
Onslow Co. Parcel #028331 (735-41.1)
TRACT 2
Being all of that parcel or tract of land as described as Tract 1 in a Deed from M.J. Wilson and wife,
Bodell Wilson to G. Darrell Ottaway dated April 24, 1972, and recorded in Deed Book 446, Page
631, Onslow County Registry, reference to which is made for a more complete and accurate
description and is identified as Onslow County Tax Parcel Number 735-45, more particularly
described as follows:
Being all of that certain parcel of land lying and being on the Western side of the ACL railroad track
and the Northern side of Fourth Street near the town of Holly Ridge, BEGINNING at an iron stake in
the Northern edge of Fourth Street where the Northern edge of Fourth Street intersects with the
Northwestern right-of-way line of the ACL railroad and runs thence along and with the Northern
edge of Fourth Street in a Northwesterly direction, a distance of 150 feet to an iron stake; thence,
North 49 degrees 18 minutes East to an iron stake in Douglas M. Gray's line; thence, along and with
the Douglas M. Gray line in an Easterly direction approximately 150 feet to an iron stake in the
Northwestern right-of-way line of the ACL railroad; running thence with the Northwestern
right-of-way line of the ACL railroad in a Southerly direction 320 feet to the beginning.
Excepting therefrom the following parcel of land
Beginning at a point 85 feet northwesterly of an normal to Survey Station 1253+00, Survey Line L-1;
thence northeasterly, in a straight line, towards a point 90 feet northwesterly of and normal to
Survey Station 1256+79.09, Survey Line L-1 to the point of intersection with the northeastern
property line of the Grantors common to Douglas M. Gray, now or formerly; thence southeasterly,
along the aforesaid northeastern property line of the Grantors to the eastern property corner of the
Grantors; thence southwesterly, along the southeastern property line of the Grantors to the southern
property corner of the Grantors; thence northwesterly along the southwestern property line of the
Grantors to the point of intersection with the northwestern right of way of the project, said right of
way boundary at this point being on a straight line between a point 85 feet northwesterly of and
normal to Survey Station 1253+00, Survey Line L-1 and a point 130 feet northwesterly of and
normal to Survey Station 1248+00, Survey Line L; thence northeasterly in a straight line to the point
of beginning.
Onslow Co. Parcel #019651 (735-45)
AS SURVEYED DESCRIPTIONS
TRACT 1
SCHEDULE B - PART II
EXCEPTIONS
1. Taxes for the year 2022, and subsequent years, not yet due and payable. - NOT A SURVEY
ISSUE.
2. Rights of tenants in possession under unrecorded lease of less than three (3) years duration. -
NOT A SURVEY ISSUE.
3. Attention is directed to the fact that the property does not appear to abut a public road or
highway. This policy does not insure title to any right of way or easement over adjoining or adjacent
property to any such public road or highway. TRACT 1 HAS NO ACCESS TO A PUBLIC ROAD.
TRACT 2 ABUTS U.S. HIGHWAY 17.
4. Title to that portion of the Land lying within the bounds of the railroad right of way of ACL
Railroad. -.RAILROAD RIGHT-OF-WAY IS ABANDONED - DOES NOT AFFECT.
5. Easement(s) to Carolina Power & Light Company recorded in Book 5 at Page 455. (As to Tract 1
and Tract 2) - SURVEYOR IS UNABLE TO ACCESS.
6. Easement(s) to Carolina Telephone and Telegraphy Company recorded in Book 472 at Page
774. (As to Tract 2) - BLANKET EASEMENT - NOT PLOTTABLE.
7. Easement(s) to AT&T recorded in Book 894 at Page 684 and Book 1323 at Page 301. (As to
Tract 2) - BOOK 894, PAGE 684 AS SHOWN HEREON. BOOK 1323, PAGE 301 LOCATION IS
BASED ON INSTALLED UTILITIES - 10' WIDE - NOT PLOTTABLE.
8. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the
Title that would be disclosed by an accurate and complete land survey of the Land. The term
"encroachment" includes encroachments of existing improvements located on the Land onto
adjoining land, and encroachments onto the Land of existing improvements located on adjoining
land. Paragraph 2 (c) of the Covered Risks is hereby deleted. - NO ENCROACHMENTS FOUND
DURING SURVEY.
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump Sound Township, Onslow
County, North Carolina, said parcel being known as Tract 1 as shown in Deed Book 3538, Page 585, Onslow County
Registry, and being more particularly described as follows:
Beginning at a point in the northern margin of Drag Strip Road (Formerly Fourth Street), said point being N 75°27'21" E -
11.16', N 65° 13'57" E - 41.01', and N 40°48'29" W - 164.16' from a U.S. Coast and Geodetic Survey Monument "C-116", said
monument have NC Grid Coordinates of N: 270343.62, E: 2431276.53, and running thence with the northern margin of Drag
Strip Road (Formerly Fourth Street) N 40°48'29" W - 381.33' to a point;
Thence with the eastern margin of A Street (unimproved) N 49°09'31" E - 87.66' to a point;
Thence with the line of Murray et al described as Tract One in Deed Book 265, Page 630, S 66°31'29" E - 371.98' to an
existing iron pipe;
Thence with the line of Tract 2 as shown in Deed Book 3538, Page 585, S 38°40'31" W - 253.33' to the Beginning.
Said parcel as described containing 1.43 acres, more or less.
TRACT 2
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump Sound Township, Onslow
County, North Carolina, said parcel being known as Tract 2 as shown in Deed Book 3538, Page 585, Onslow County
Registry, and being more particularly described as follows:
Beginning at a point in the margin of U.S. Highway 17, said point being N 75°27'21" E - 11.16' and N 65*13'57" E - 41.01'
from a U.S. Coast and Geodetic Survey Monument "C-116", said monument have NC Grid Coordinates of N: 270343.62, E:
2431276.53, and running thence with the eastern margin of Drag Strip Road (Formerly Fourth Street) N 40°48'29" W -
164.16' to a point;
Thence with the line of Tract 1 as shown in Deed Book 3538, Page 585, N 38°40'31 " E - 253.33' to an existing iron pipe;
Thence with the line of Murray et al described as Tract One in Deed Book 265, Page 630, S 66°31'29" E - 160.56' to a point;
Thence as the margin of U.S. Highway 17 the following two (2) calls:
S 39'39'10" W - 165.73';
S 35°20'49" W - 159.95' to the Beginning.
Said parcel as described containing 1.03 acres, more or less.
\
\
IPF
2p69 69
Fj
� a
\ �, J�Q? 16� S 66 3129
\ \ F,?sa�23 (TO
3T � y8,
TRACT 1
\ FELIX & CONNIE OTTAWAY
D.B. 3538, PG. 585
PIN:423703102618
/ 1.43 AC.
/ 8y 62,181 SQ. FT.
0
BERNICE COWAN \
ALICE-FAYE HOLLEY NEAL
D.B. 4215, PG. 600 \ 2
/ PIN: 423703009502 70.
7.
\ o
T
tP
0090
00.
/RUDOLPH SHEPARD, JR.
/ SHARON SHEPARD
/ D.B. 4202, PG. 593
PIN:423703100336 /
/
0
/
LINE
BEARING
DISTANCE
L4
N 75°27'21" E
11.16'
L5
N 65°03'57" E
41.01'
'16'
-6-
USC&G MONUMENT
"C-116" 1963
N: 270343.62
E: 2431276.53
/ STANLEY SHOLAR �P
/ D.B. 1156, PG. 49 A
PIN:423703101226 Z�
DOUGLAS M. GRAY & OTHERS
D.B. 3098, PG. 792
D.B. 3120, PG. 822
D.B. 4754, PG. 879
D.B. 5670, PG. 525
PIN:423703018488
i
�J�\�h IRF
IPF AV
(CC) OP QQ 0 Q \
O' 0 5
o��a Jso 56 c ryr,
P�
TRACT 2 /O
FELIX & CONNIE OTTAWAY
D.B. 3538, PG. 585 /
PIN:423703103565
1.03 AC.
44,794 SQ. FT. ^�h'
t
G GAO
�J�������
•���Qi Q �`V ,(`
v `SSG
ZONING INFORMATION
TOWN OF HOLLY RIDGE ETJ
ZONE: R-20
MINIMUM AREA: 20,000 SQ. FT
FRONT SETBACK: 35'
SIDE SETBACK: 12'
REAR SETBACK: 30'
MAXIMUM HEIGHT:40'
LEGEND:
O IPF IRON PIPE FOUND
Q IRF IRON ROD FOUND
® IRON ROD SET
p CMF CONCRETE MONUMENT FOUND
® PKF PK NAIL FOUND
SUBJECT LINE
— — — — — — — EASEMENT LINE
---------- ADJOINER PROPERTY LINE
NOTES
1. AREAS CALCULATED BY COORDINATE METHOD.
2. HORIZONTAL DATUM (NAD 83-2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER-V GPS
RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
3. SUBJECT PROPERTY IS LOCATED IN ZONE X — NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN
ON FEMA FLOOD MAP NO. 3720423700K BEARING A REVISED DATE OF 06/02/2021.
4. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM
INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.
THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING
ACTIVITIES.
5. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
6. NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS
OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.
7. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK.
8. SUBJECT PARCELS HAVE DIRECT ACCESS AND CONTACT TO DRAG STRIP ROAD AND HIGHWAY
17 AS SHOWN.
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9. NO CEMETERIES FOUND DURING THE PROCESS OF THIS SURVEY.
IF
W,
SCALE: 1 "=60'
0 30 60 120 180 240
ZONING AS SHOWN BASED ON TOWN OF HOLLY RIDGE ZONING MAP AND ORDINANCE. NO
ZONING REPORT WAS PROVIDED TO THE SURVEYOR AT THE TIME OF THE SURVEY BY THE
CLIENT.
THE INSURED LEGAL DESCRIPTION IN THE COMMITMENT IS THE SAME PROPERTY SHOWN ON
THE SURVEY.
NO WETLAND DELINEATION MARKERS WERE OBSERVED ON THE PROPERTY DURING THE
SURVEY.
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SCHEDULE B - PART II
EXCEPTIONS
1. Taxes for the year 2022, and subsequent years, not yet due and payable. - NOT A SURVEY
ISSUE.
2. Rights or claims of parties in possession not shown by the public records. - NOT A SURVEY
ISSUE.
3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the
Title that would be disclosed by and accurate and complete land survey of the Land. The term
"encroachment" includes encroachments of existing improvements located on the Land onto
adjoining land, and encroachments onto the Land of existing improvements located on adjoining
land. Paragraph 2 (c) of the Covered Risks is hereby deleted. - AS SHOWN HEREON.
THE FOLLOWING EXCEPTIONS APPLY TO TRACT 1
4. Right of Way to AT&T recorded in Book 899 at Page 395 and Book 1326, Page 816. - AS
SHOWN HEREON.
5. Title to that portion of the Land within the right-of-way of Drag Strip Road. - AS SHOWN
HEREON - NOT A SURVEY ISSUE.
6. Possible encroachment along the southeastern property line.
7. Terms and conditions of Contract for Deed recorded in Book 3081, Page 338. - NOT A SURVEY
ISSUE,
8. Restrictions appearing of record in Book 1586, Page 778, but this policy insures that a violation
thereof will not cause a forfeiture or reversion of Title. - NOT A SURVEY ISSUE.
SCHEDULE C
COMMITMENT DESCRIPTIONS
TRACT 1
Beginning at an old marked pine on the South side of the public road, and by Charles Hardison's
cart road, North 80 poles to a pine in the branch near the main road, North 45 degrees West 54
poles to Redd line South 75 degrees West 160 poles to Thorough fare Gaulberry; thence with same
to the beginning, containing 64 acres, more or less, and being the identical lands described in a
deed from W. M. Hardison and wife, Katie Hardison, to Douglas Murray Gray and Emily Rebecca
Gray dated December 2, 1935 and recorded in Book 176, Page 51, Onslow County Registry.
Being all of Tract One as described and contained in Deed recorded in Book 265, Page 630,
Onslow County Registry. Less and except that parcel previously deed to Grace Free Will Baptist
Church by deed recorded in Book 1586, Page 778 of the Onslow County Registry.
TRACT 2
Parcel ID No. 734-46.1
Located in Stump Sound Township, Onslow County, North Carolina a short distance northwest of
U.S. Highway No. 17 and being more fully described as follows, to wit:
Beginning at a nail in the center of the pavement of an old Camp Davis Road and in the center of a
40 foot wide roadway easement, said nail being located along said road at a point that is the
following courses and distances from U.S. Coast and Geodetic Bench Mark "C-116" 1963:
north 57 degrees 18 minutes 48 seconds east 595.49 feet,
north 35 degrees 21 minutes 09 seconds west 87.46 feet,
north 02 degrees 41 minutes 50 seconds east 556.06 feet,
south 57 degrees 19 minutes 21 seconds west 284.70 feet to the Beginning and running thence,
from the Beginning, so located,
(1) with the centerline of the above said old Camp Davis Road and 40 foot wide roadway easement
south 57 degrees 19 minutes 21 seconds west 208.68 feet to a nail in said centerline; thence
(2) north 32 degrees 40 minutes 39 seconds west 140.00 feet (passing over an inline iron stake at
12.00 feet) to an iron pipe inline; thence,
(3) north 52 degrees 56 minutes 17 seconds east 209.29 feet to an iron pipe inline; thence,
(4) south 32 degrees 40 minutes 39 seconds east 156.00 feet (passing over an inline iron pipe at
144.00 feet) to the Beginning, containing 0.614 acres more or less after the exclusion of that portion
of the 40 foot wide easement contained within the above described boundaries and is as surveyed
by Thompson Surveying Co. P.A. of Burgaw, North Carolina during October 1999.
As a reference to the above described tract see Deed Book 176 at Page 51 of the Onslow County
Registry.
The above described tract is "Together With" and partially "Subject To" a 40 foot wide access
easement with said easement lying adjacent to and 20 foot on either side of the following described
centerline:
Beginning at a point in the center of the paved portion of the 2 south bound lanes of U.S. Highway
No. 17, said point being located along said line at a point that is north 57 degrees 18 minutes 48
seconds east 595.49 feet from U.S. Coast and Geodetic Bench Mark "C-116" 1963; and running
thence, from the Beginning so located,
(1) north 35 degrees 21 minutes 09 seconds west 87.46 feet to a subsurface iron stake at the P. I.
of a curve to the right having a radius of 79.811 feet; thence
(2) north 02 degrees 41 minutes 50 seconds east 556.06 feet to a nail in the center of the pavement
of an old Camp Davis Road; thence,
(3) with the center of the pavement of the above said road south 57 degrees 19 minutes 21 seconds
west 493.38 feet (passing over an inline nail at 284.70 feet) to a nail at the terminus of this 40 foot
wide roadway easement.
NOTES
1. AREAS CALCULATED BY COORDINATE METHOD.
2. HORIZONTAL DATUM (NAD 83-2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER-V GPS
RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
3. SUBJECT PROPERTY IS LOCATED IN ZONE X— NOT A SPECIAL FLOOD HAZARD AREA -AS SHOWN
ON FEMA FLOOD MAPS NO. 3720423700K AND 3720422700L, BOTH BEARING AN EFFECTIVE DATE
OF 06/02/2021.
4. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM
INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.
THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING
ACTIVITIES.
5. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
6. NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS
OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.
7. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK.
8. SUBJECT PARCEL HAS DIRECT ACCESS AND CONTACT TO DRAG STRIP ROAD AND HIGHWAY 17
AS SHOWN.
9. NO CEMETERIES FOUND DURING THE PROCESS OF THIS SURVEY.
10. ZONING AS SHOWN BASED ON TOWN OF HOLLY RIDGE ZONING MAP AND ORDINANCE. LINE
BETWEEN ZONE IS APPROXIMATE BASED ON ZONING MAP. NO ZONING REPORT WAS
PROVIDED TO THE SURVEYOR AT THE TIME OF THE SURVEY BY THE CLIENT.
11. THE INSURED LEGAL DESCRIPTION IN THE COMMITMENT IS THE SAME PROPERTY SHOWN ON
THE SURVEY.
12. WETLANDS AS SHOWN HEREON ARE APPROXIMATE BASED ON LAND MANAGEMENT GROUP
PRELIMINARY DELINEATION AND HAVE NOT BEEN APPROVED BY USACE.
i
AS SURVEYED DESCRIPTIONS
TRACT 1
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump
Sound Township, Onslow County, North Carolina, said parcel being more particularly described as
follows:
Beginning at an existing iron pipe on the northwestern margin of U.S. Highway 17, the
southernmost corner of Lot 6 as shown in Map Book 20, Page 6, Onslow County Registry, and
running thence with the margin of Highway 17 (NCDOT Proj. R-2405C&D) the following two (2)
calls:
S 42'21'35" W - 193.23' to an existing iron rod;
S 39'39'58" W - 226.37' to a new iron rod;
Thence leaving the margin of Highway 17 and running with the line of Ottaway and others as shown
in Deed Book 3538, Page 585 and Deed Book 3300, Page 69 N 66°31'29" W - 2602.23' to an
existing iron pipe;
Thence with the line of Tract D as shown in Map Book 30, Page 158 the following three (3) calls:
N 71°14'05" E - 1503.06' to an existing iron pipe;
S 48°02'22" E - 662.09' to a hole found in concrete;
N 50'01'16" E - 334.32' to a chiseled X in concrete;
Thence with the line of Camp Davis Industrial Park Inc. as shown in Deed Book 2250, Page 293 N
53'30'00" E - 371.12' to a hole found in concrete;
Thence with the line of The Townes at Holly Ridge - Phase 4 as shown in Map Book 75, Page 18 S
46'13'37" E - 193.68' to an existing iron pipe;
Thence with the line of Lot 6 as shown in Map Book 20, Page 6 S 02'47'10" E - 1063.24' to an
existing iron pipe, the Point and Place of Beginning.
Less and Except that parcel deeded to Grace Free Will Baptist Church as shown in Deed Book
1586, Page 778, Onslow County Registry.
Said parcel as described containing 48.59 acres, more or less
TRACT 2
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump
Sound Township, Onslow County, North Carolina, said parcel being more particularly described as
follows:
Beginning at an existing iron pipe, said iron pipe being located the following four (4) calls from an
existing iron pipe on the northwestern margin of U.S. Highway 17, the southernmost corner of Lot 6
as shown in Map Book 20, Page 6, Onslow County Registry:
S 42'21'35" W - 193.23' to an existing iron rod;
S 39°39'58" W - 226.37' to a new iron pipe;
N 66'31'29" W - 160.56' to an existing iron pipe;
N 22°01'34" W - 378.46' to an existing iron pipe, the Point of Beginning
Running thence from said Beginning with the line of Douglas M. Gray and others as shown in Deed
Book 4754, Page 879 the following four (4) calls:
N 40'45'40" W - 128.06' to an existing iron pipe;
N 44°50'32" E - 209.40' to an existing iron pipe;
S 40'43'13" E - 144.20' to an existing iron pipe;
S 49'15'38" W - 208.68' to an existing iron pipe, the Point and Place of Beginning;
Together with a 40' Roadway easement as described in Deed Book 1586, Page 778, Onslow
County Registry.
Said parcel as described containing 0.65 acres, more or less
DANNY & JOAN OTTAWAY
D.B. 1753, PG. 994
M.B. 30, PG. 158
PIN:422700934567
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D.B. 3300, PG. 69
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PIN:423703018488
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D.B. 1586, PG. 778
LEGEND:
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Q IRF IRON ROD FOUND
® IRON ROD SET
CMF CONCRETE MONUMENT FOUND
® PKF PK NAIL FOUND
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