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HomeMy WebLinkAboutSW8221001_Approved Plans_20231129 r 1 MIXED USE US 1-1V(7)( 17 TOWN RIDGh , NORTH CAROLINA PLANS STOILIMNVATIF-41, R SbLPThMBER HOLLY RID G F, MIXED L�S I 1: 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 1--i 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, ��"` HOLLY' RIiii)lcrt_141 POLICE - FIRE - RESCUEf0 RiDe ,GF: 1064 , ib SPECTRUM ♦�Q�j� rPH: 1 866-943-1074 .� +±,,��I /1l♦ .4.. ,411, ow 8 4 �� I'D 1� . r 1♦��� ��:`,���," ttk C. I RECEIVED NOV 2 0 2023 ,m, 1 Kr,V i♦ D N ♦ WO :I. PREPARED BY: `\\� �`�CARp��''%. .i sA) C\ � — 4lz-7,.,.-SS,,, LOCATION MAP IAllly TF - _.dllll���������1111��.°- Know what's below. SCALE: 1"=l,OOO' NORTH F= NJ R NJ 028847 N G IE E IG, I N C. / 122 Cinema Drive Wilmington,North Carolina 28403 %,r'�p�'•:FNGINE�/ (910) 791-6707 (0) (910) 791-6760(F) '�,,tiyc:vy\\vN\\\\\\vvv`v iiroil 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. x O U Vl x O U P4 O ;z_( H- V/ W 9 O x I x r W p X )`_ - O Q 2E Ir O LL z I- z w_ J U 6 Z O W W afl w 0 P-qz 0 �D Z O ir w w .< Z P4 0 ,e� Z P� W U O W CO 0 W ­t I._4 N C/� ; 1---I C/ c�H O W Q W�� ,_- -� 4 O 0o W c... I W N C_� cn O � d- O 00 c V r - � � � pr N mo V Q U � x�:�t U ZO U e� c� N CD I� 4O V U � zr- t- r` �" O W rrW� `_. C/� �D ^ H I. -III C/i � �� W � � O 0 Z(� W I._4 �_­l ,'T��T, ,7--a O W I.--1 4 OC/�L 0 V � � L�' N C/) U Cn U zC)ZnmI- O Q ::) � < S� Z O f' o a Z -13 f-- U ..Of _j}z0 ¢CCc�� (D Z -5 H¢�d wR00 SS . zzw 0 U--]Jw ZwzJ W J(�SU OUdu-� h¢C/)<(,w 0- 0ai0°¢00 SEA; \_�N ICARo4 ///// �"� O`) .....,, C// � , • r 034354f - - y''. �c/V Q .• : � "-/,' F•••. $ /iis/�SRANCN\5 `' 08130122 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 IN TMo, �=..P> sa�.eR� ar e �=T o*LA s� so��aERM RST1,ey n at oN e.a I 1 w.�Ncoev� eo sic-N cr�io a+�oeres..r�o�.,Fie�o �_,,,� uc oe� eons, .�erVa.' n��occ„noN OE..RM�NEow F�E�o ,��N��esoFFaee�aRo 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 (800) 662-7956, (800) 858-0368 or (919) 733-3300. 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. GRAPHIC SCALE 0 25 50 100 200 SCALE: 1 "=50' Z O w UQ ^ a N z o r, 0 cr_ Gly �T7 0 U- z W C 00 z z w W N C� J U �U Z p r" N C 00 Z pt tl �p V W p Q U v W N © a p� Z U ti Z O w W W 1--•1 � nV �T1 co 0 n � U Z o ii O a�d F Z O F_ � � ggzoo Z E— U �du�o aIc1)u Z, LLJ U Z o O Lu ZJ4 W 6i I.IJJ0�rU o, Zwz J 0diw rdo�dw Ci ovio0U SEAL .•ODES• .9 = 028847co - ����rrrllCli���``�� 09106123 C-4,00 PEI JOB#: 21464.PE N C7 07 O U) Z in co O x U 0 Z J h- W O W Z) 0 z z o C/) 0 0 w W 00 Q�N Q 0 0 z o OL z W J U WU L Z p 00 `� � N � Z _ p N QUo U O N 1 A W M� CJ rWh w � Q � � � w W � Q�w o CA O O f/J N Lo II Q F Z c O 0 F- D F- z Q = Z O O NQ lL 0 � O 4 elf z �yZO U <�" Q 0 d?p��j (� Z_ p W OfZ W a J ZZ� LLj Y 1— Q (n QCL W Z 00 d W � Otn00U SEA\\\\\\0IICA11//,// ` •pFES = 028847ZZ = GIN 09106123 C-4,01 PEI JOB#: 21464.PE WETLAND CROSSING #2 [2] 50 LF 15" RCP CL. III [W/ 3" FILL AT BOTTOM] DITCH INV. IN = 64.40 PIPE INV. IN = 64.15 DITCH INV. OUT = 64.25 PIPE INV. OUT = 64.00 T 1 TC 68.01 BC 67.51 0`i+t* 1 ��AIR V 1 L166.97 TC 6 .68 L 67.10 �j 6 BC 66.80 HP 67.28 LL v) 6 4 W BC 66.96 X o C 67.3 BC 66.82 UL I LP 66,93 T 66.98 BC 66.48 1 CI-213 EMERGENCY ACCESS / POTENTIAL j FUTURE CONNECTION TO DRAG ti STRIP ROAD IF DEVELOPED HP 67.28 �! TC 7. 7 BC 66.77 i LP 66. I T 1 BC 66.41 CI-215 BC 66.68 67.51 WETLAND IMPACT, TYP. (PERMIT BY OTHERS) AW v t l WET POND ' , EMERGENCY SPILLWAY [SEE DETAIL] /"/`-/`�-`.'l":�l-/��--IZI�A / A FOREBAY, TYP. [SEE DETAIL] RIP -RAP APRON, TYP. [SEE DETAIL] WET POND [SEE DETAIL] VEGETATED SHELF, TYP. [SEE DETAIL] WET POND OUTLET STRUCTURE [SEE DETAIL] ly ++TC 68.04 BC 67.54 I : • r == P�i u+ �►t� POEM r ►. / I-204 MWI• • ` �♦ Qi 1 66.85 • 7.54 , r s67.07 ovSTMH y90 • .: • 0 VP I ® INV. • TC i.94 i►'all ��►*BC • . .44 I: .. 1 ` 24" RCP CL. III it TC 67.27 " POND OUTLET PIPE BC 66.77 }. STMH t RIM=67.10 INV. IN= 60.23 1 y INV. OUT=60.23 TC 6. 1 BC 66.41 STMH RIM=67.00 CI-214 ° INV. IN= 60.16 " 67 45 INV. OUT=60.16 \Ai R7 52 CI-216 SW 65.29 67.18 BC 66.68 "W 6 TC INV.=60.00 & RIP -RAP APRON 1 SEE DETAIL SHEET C-4.1 M H-201 MH-202 1I-218 TC 68.04 TC 7.7 BC 67.54 BC 67.25 HP 67,10 4 8 CI-219 BC 67.92 68 04 _ -_� BC 67.26 BC 67,54, ___- TC 7. 2 TC 7. 1 TC 67.5 BC 67.11 BC 67.06 wvs 66,30 SOUTH CULVERT 93 LF 24" RCP CL. III 00-T P� J' [W/ 4.8" FILL AT BOTTOM] N�•.+ DITCH INV. IN = 59.50 PIPE INV. IN = 59.10 DITCH INV. OUT = 59.00 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 A /t CID ,l C 8.59 BC 68.09 CI-230 LP 68.3E 68.5 BC 68.09 C1 231 P 6 co j ' BC 68.43 RAH-227 . IP 6 ' TC 68.93 BC 68.43 N 67.95 s-- TC GI 225 cam/ gg�54 ;, TC 8.77 °~ BC 68. .___ s....- BC 68.27 HP 68. 4 7 - LP 68.26 ��.-.®r� :�-------- � CI-226 TC 6 . TC 68. 7 BC 68.00 - �g.45 .-" BC 68.27 -- " LP 66.68 1 y: TC 6 .92 66.92 BC 66.42 BC 66,42 -222t CI-221 (n BC 66.95 BC 66.95 i r SW 66.03 1ld�� BC 66.30 �, I BC 66.31 NORTH CULVERT GRAPHIC SCALE 0 25 50 100 200 FM SCALE: 1 "=50' or ul c F;l ,WET -- EXISTING z �,. W TLAN S r� Cs ■ A 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 N a 0 (D z q) co 0 a z J w 0 w 0 Z 0 z O Lo � o ryl UQ Oc a�N I-•-� i_._j O 0 w z O c5n' 0 fF-11 ry O LL w W cv C� J U 0 Z �O _ � O 0 �- 0 N 00 Z p N � W N 4�CIO 0 0 1, CV WCIA N ~r a Z r� Z � O A W �W U z 7 H Q WH H O V NT. c--� O Nb_j_U O a d F- Q 00 z O u_ 0 J J W Z U �>_'0 �d[nU aZww Q Z_ o w w Z �` ow U J W w � Gi z IL Qaiir W Y I.LI J L ~S U hdcndw 0 0(i00u SEA\\\\\N ICARo��,//// OF 9l• ` ' = 028847 - o�'• 09106123 C-4,02 PEI JOB#: 21464.PE Cl) N O O 0) O U) (D Z U Q F W O w Z) a (n Z 0 ? O in � O O W CL' rr ll op Q�N n z o W � 0 LL z O ao W z W J U WU �p Z C o � _ CIA � GJ C- N W N 4-4 ^ UFO � J Z Z `r� �W U W � n c/� W V FT4 H V N O n n U f- O8T�, O a D t Q Z = = U o0 L.��L O V_ coSo g Z Q0>16° U W Faso azww C� Z o w o LU < O v=�w Ili ZZY iu j22 G w -i z a Wau)w SEAL CARO`/ .�oFES.. .y 028847 - ENGINE G. 09/06/23 C-403 PEI JOB#: 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 O< o w 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 tip/ O N 00000a 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 a 7 -\ 12:1 MAX. PAVEMENT CURB SECTION A -A DETECTABLE A WARNING MAT (SEE DETAIL) 5'X5' LANDING 5' 6' ea6 i Qn44 \ 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" G . 4 a da 4„ d 1 — V RADIUS, TYP. DUMMY GROOVE CONTRACTION JOINT VARIES 4000 PSI �— 1/4" PER FT. CONCRETE 4"� 11a e e o 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" z 0 LL O O to0 m 0 Li Z 3' 3 Q � 9 W —I U ENT/GRASS I Z Q 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 6" O. co e. N � O r co ° NOT TO SCALE 18" 3" R 1/8" R O A O o . e 6„ e. LEVEL o 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. c!� z O w U H 00 W 0 � N I� r P4 V z o 2 of c 0 00 W w_ J U r 'u M, � Z _ � O v 0 i 00 Z . i_j U W N Z U 0 �W U W U Q H O H � � W o�0 o Irxv �aQ0 z TZ O� Q I— z Q 0O O 0 LL O }} C) Q Q of z J } Z O U <�'" U zz_ � IL co w� a O 0 > 0 wZZY J—' W 0-1 0Z WzJ 0CE � f� W JC�.''Si.J 1-QU)dw 0(na00 SEAL\\ ICARO� N `l .� �S� — 028847 — O� FNGINE��:�\� co kc..0 L 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 z O U) LU D_ C••7 O CXD p � N C� h O O w O Z O O Oz_ z W J U �0 z ow a � 00 00 N t` 0 Z Qa U W O O Z �Zp A W h r � V Jrrr �Q H H I--i rrW � Q H �ZQCI- O 0 H Q Q z oLL 0 O a¢ o I- J}ZO z 0 Qx(D� U Z)amn LUzww W O Q _Z o w z z Y zzL w w �¢v4 wOf Ery Q�z oaovIL ] o SEAL\\ Ca'ROZ�����i/'. •°OFFS'q 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/.- m j�\,. w sue;;• �` � "' �j � 4 � ----, � 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 3.125" O „ ss T-10 1/4" V-8 3/8" 4.125" 1 4.125" k 2' 0 1/2" T-9 5/8" O O W :;r'`•..r.::', k:+:.'. n..:'•+r• .>: 2'-9 1/4" Y.;. 2'-9 1/4" Z F•t� LU 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 rL 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 6'-0" O � p 2 _4 WA/ OSONRY FRAME AND GRATES � N FRAME AND GRATESANCHOR < uB�1„ CTS. all � 4 BAR ��0U LL _J 1 LL J o 1-4 2' 0" r 3' &" W J C3 t0-1 , "+ Oo�=Z O0UjxZ COW=Z o W q Z LL x W Q LI_ x 3" CAVITY 3" CAVITY WITH t F- fd�7 O �j�( � 0 0 H U 0 0 10 'LL CO 1\ X _ ~ Z W �- = Z (SEE GEN. MOTES) I- x W ¢ r r r WITH +" DIA. I die° DIA MORTAR JOINTS q r 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 z co 4 . < <¢ - PRECAST RISER PLAN ac Co #6 BAR OR 0 DOWNSPOUT z z 2 #5 BARS EACH SIDE CS +� W 1++ 8 " 11.$" GALVD Z Lam. ADAPTER PER BUILDING O z 6+, ,Lr 6++ z W r) 1 +, ¢ ARCHITECTURAL �-( E OF OPENING FULL SPAN , 1" MIN. CLEAR °C' g MIN. MIN. F_ m a W PLANS FACE �Q 1 j- 'L' OR W+ 2 WALLS 1 "' MIN. CLR. Q N Q T ¢ Q FINISHED GRADE d o o z 0 LL STEPS - ;V: 9 LL ¢ I POLYPROPYLENE 0 Z �+ H } z y #4 REBARS o� 4x4 W4xw4 c .o• ;a. ¢ L- p + PLAN SIDE ",PLASTIC SIDE d ~ ����� ' "1+ U) g � � - 6 CENTERS Q it _ O a _ E- -i r z O (D WWF (LAP WWF m ?' v' o' o If- ELEVATION PLAN ELEVATION x W U Q c� z 1 ;I •i' 6' ONTO FABRIC) 6 H •• � per,• ••per,• �. _ � � �' COMPOSITE � ��t�r '.��r: w • x yv q v INSERT INJECTION MOLDED, ��F d ? w o 1 2 #5 BARS @ #5 REBARS 12 v o GASKETED SPIGOT BY BELL t O z w w -- - --_ A- -1 OPENING 1" 6 b p r, G STEEL 1 OC'zw Qc¢iwXx c' p' ' D p' ' o' REINFORCING REDUCER w � ~ 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 IPF (cc) �t QQ�go,Q lsp S6 Cb G9 m P TRACT 2 FELIX & CONNIE OTTAWAY D.B. 3538, PG. 585 PIN:423703103565 1.03 AC. 44,794 SQ. FT. Q• �� 9 V V�O O� �q� oc� � . •.,�QQ' 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 > D CK 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 lsp S6 Cb G9 m P TRACT 2 FELIX & CONNIE OTTAWAY D.B. 3538, PG. 585 PIN:423703103565 1.03 AC. 44,794 SQ. FT. Q• �� 9 V V�O O� �q� oc� � . •.,�QQ' 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 > D CK 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 O W U W � Q � N z ��O IY O u_ Z O z W J U O O Z 00 � N O. 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 D.B. 1753, PG. 994 M.B. 30, PG. 158 PIN:422700934567 WET :m I WEET� M, \ �' GLEN D. OTTAWAY HEIRS & OTHERS D.B. 3300, PG. 69 PIN:422700909119 TRACvo�!879 DOUGLAS M. GRD.B. 4754. 'y 2,116, 716 SQ. FYI AC.±) PIN:423703018488 LINE BEARING DISTANCE L1 N 75°27'21" E 11.16' L2 S 40'43'13" E 144.20' L3 N 40°45'40" W 128.06' SCALE: 1 "=150' 0 150 300 450 LEGEND: 0 IPF IRON PIPE FOUND 0 IRF IRON ROD FOUND ® IRON ROD SET CMF CONCRETE MONUMENT FOUND ® PKF PK NAIL FOUND - WET s / s \ ' Too / os, O \ o \ A o �6,OG� \ S `Q ''0 i G �O \ i Y c Lo \ o 0 m m I � i a p p © 2069 Z��fn 000 cogo NO3 N r w00 N NQ / N 68 4 000 cogo r / Zo Oh �-• e 5� RtirO�A ��OcOlV \ IN, WV JQQ`�4 1413 Q z n C. w WET - SUBJECT LINE EASEMENT LINE ADJOINER PROPERTY LINE WETLAND LINE z 0 CA W V a00 Q � N W O Z O u_ Z 00 0 Z w (� N U � � O Z 0000 N C) [�� N �ZQaoV a) WHO G Z�'b�OI.J� U Z O LU � U I� H C/� o H H 0 00 O N d N (� Q N I I z N e 0 H Q Q Q Z 00 O O LL Z }ZO dof0ri W H d 05 0IL zL11 ow (� Z o LU 0Wd U-d=W 2 IL �0-EX WZZ� W �U?dW oV)000 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. Z O d 2 af O 11 Z_ I- Z w J U w 0 �� Z �) �4 - 0 f W w .11� Z P4 0 1!� Z �W O P4 00 X 0 O I4 N V �_lU Hj�-�J V� x 1 � h 1a , O U j-I a ��O hW 5"J h x I.-; -!�W O 00 W N C� O '9t O 00\�s N r` � "t �r-N.�0 QmoU v7---� .. m C 4t Iv 00 d (-) Z t-- U N s~ O � \-? U . � Z l- 5 C� - to U co U ZNzam� O � a Q =Z Z o 0 �0 _j Zg I- x _j}z0 (.) 0 ax0LL Z)`SCA 0 z> O � WRaQ > U J'J W iilZzo LLIJ��U Z UUdiu � cl O(nOaU SEAL �\,\\I I I I I Irlll,� ��\\\�C�, �ARO! //, �� O .. �N 'i , . <, __.. 9la ; 03435,F- 9 "•ENGINE.. �\� �' .=e� ///���s�/SRANCN\� \\��\ 08130122 C-1,00 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 sr o, o afar o a oAsrae,e 0 0 c 1100 cnoNe-© SECTION A -A oA srnvGi.esrv�� LCC4TW oereRwweowrie�o :WT ncneviceel auaAmiN.) iTtR erenwueo NFe�o eos „raee I.L1 1.A= d.=­.11 A1.1WT. 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 (800) 662-7956, (800) 858-0369 or (919) 733-3300. 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 Z a w UQ W OWN �U Z o a 52' 0 z o OL W z _w WN� J U �U p z00 0 Q t` N v. 0�0 Z . 4-4 �oU v� W N z °� U z �a �W � n� n p w � Q � W w � � o Q�w o w � cNv��-JiU 'p r� 000 Z N a O� d Q » z o0LL a gg ° z ~ ¢gig° � �ao W aZWW Z o -}� W LU 0 3 W � Q UJJ W ILZZY WJ�S' U co ui a CUdZ z � �Ou)OpU SEAL ��\\1ililllrrr� ``\,CAROZ ,9 = 028847 �P`��� ���oT :FNGINE��� .......... ���rrrrlCni��``�� 09120122 INDEX PEI JOB#: 21464.PE Z O CO w UQ OC N W O z o 4 59) 0 w 0 z �.J C) z w J U wo. o z r` N 0 r z p N m UZO _u o U A w � U W � Q Q � H �T� O O NO-Ji -Ji U pop ❑ ~ Z N II O O Q L z O LL g�..() Z '- < U- w :) 0 �ZWW -? W Cp< (D Z_ o > W a > Z W J Zui tl ()aE� LLIz'�'Y F Q Q W 0cn 0U SEAL 'CAR04�/���'. `� •' pFES l - 028847 - %••• act ;:4t ) GIN ///1111111110 09120122 C-4,00 PEI JOB#: 21464.PE CICI-009 - 1 o' CI-003 WET POND EMERGENCY SPILLWAY [SEE DETAIL] WET POND [SEE DETAIL] in ���r�itrl�w""...--�...,,_"°'�+P t ■ilria• +�a • � YI 'I�I� f fir+ ARM - Miler k g#•A��� �' .. � � �� ' • , �r _ � r j I.2"W-M Ina ' • f -EXISTING &TLANDS --- .-..---�-- 3M 6�) ■ CI-1 12 13M CI-021 I r � M H-020 Q MH-019 /( HM 018 _ � '�_ FMB FMB•'°" �� M� MH-017 MH 016 5 �\N MH-023 �s MH-024 of / '6, Q ----------- -6 � ' \�j WET POND I / OUTLET STRUCTURE [SEE DETAIL] o / 0 1 � H-013 I t x79slc,Fr«ulaucEE agivillg i."..J 10 x'j0 S\GNP CI-026 MH-013 CI-014 IWmRCP .................... . ........... . . . .... P-ar°- ­ �r- 66®------ _ _ "' i u GRAPHIC SCALE 0 25 50 100 200 SCALE: 1 "=50' WN F IN, 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-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 HDPE 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 HDPE RD-1310 CB-127 12 64.00 63.00 45 2.20 68.46 67.02 HDPE 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 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 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. �( Z O LU Li. VQ v� 00 W ° � N n OM Q 0 O I F� O LL Z coo z c--1 Z W J U �U z O� 00 pC'� Cl0 C� N z � i 'F-F- v -4 W c CoCIO W N 0 O a z°�U �Z �W F•� W V � Q�w H � O N U p O F Z N I O Q �n z 00 O O tL }} c) a¢ z0 Q�CaLL z 0 U �Qm0 WI- W Z o LU O Z 2 y 4 W (L Qaw� 0 QW000 SEAL 028847 z co o4° 'GINE��'� 7'1011111111\\\\ W 2' 0/22 C-4. 1 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 CI-009 - - 11 `�b9- .. L CI-1 15 - f t 7•�-`�-` CI-008 i s i 1 m CI-114 lw RD-B2 0 1 MH-028 DI-029 9 of J 05 Q3A-1� J STORAGE POND OUTLET STRUCTURE [SEE DETAIL] N `J GRAPHIC SCALE 0 25 50 100 SCALE: 1 "=50' M 1 { i t 1 np 1 19 13 L9 � 99-` ------------ C:D bn x� X X WET-x WEST X x m X X x x�; -I ✓✓/ J x x x x x x x x X X C X x x �- STORAGE POND - �- [SEE DETAIL] x x X x X x X x X x x x x X x x x X x X X x x X x X x kx x x x % .X. x x x X x x x x x x X x x x X x `:! x . i.. \ x x x x X X X x x X X x X X X X X x x x x x x x x x x X X X x x x x X x x X x X x x x C x x �" x x x x X X x X X x y x X x x x x x x x X X x x x x x x x xxxx D I x X x x X X X x X X X x X� t�,,-•��.., X x 5 \ x x x X X X x x x X x y (r} sP \}v{/ x x X X x x x X X EXISTING x X� X X WETLANDS x x x x x X X x x X X x X k� Xx x x x X s��✓ 4J ,( � � X x x x x .r • J x X x x i X x X x x x x x STORAGE POND X OUTLET STRUCTURE x x X X X x X x [SEE DETAIL] X x x x x x x X x X x x x x x x R x X x x x x X x X x x x x X x X x x x x x x x x x x X x x X x x x x x x x x x x x X x X x x x X x X x x X x x X x x x X X x x X X X X X x x X x X x x x X x X X "`��� X x x x 13 x x x y; x V X x L x x X� a C> x X x x x W T J X x x X x x x k I:P x •1 X x x X x X x x x� O � V x X X X X L__j x x X X x x X x/ x x� C X �" x x Cu X " X t X x EX18111' x WETLj* �x x x X X WE x xW x x x_ 3M x x x x x x x x x x X O X a x X 1 T `D , z W U�ll Q V J 00 OW ,hr, 111 N Jn - !� MO O O W LL z W z O H r___q Z L1J L V V J U WU Z � O ✓ �D p� N Z 0 a� 4-4 ^ can W W N��a Z U7 Z �W � p Q p � � V w Q CD-1 o�oo� z N II O or c Q OO Z O LL ¢¢ Cn } z vJyz0 a�(D" W z ° o azW°w W �C) Z LU ZZ�zwQ wLLimw H- ¢vig�u Li 0(CL 000Y SEAL •CAROL//////��'� •9 � ' 028847 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 . I l� 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 o®0000 CV 0 o a o 0 o TOP DIAMETER TO BE NO O O O � � 0 � LESS THAN 50% TO NO MORE THAN 60% OF THE BASE DIAMETER 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 S EE DETAIL) 5'X5' LLA'N`�DING . 2 1 MAX./ 1 TYPE 3 - WHEELCHAIR RAMP (CURB RETURN) NOT TO SCALE RAD. 1/8" d � : e. 1 �. a d 4„ d ' 1/2" JOINT 1/8" RADIUS, TYP. SEALER DUMMY GROOVE EXPANSION JOINT CONTRACTION JOINT VARIES /� 4000 PSI / -.-- 1/4" PER FT. CONCRETE n < d 4 4 e a e SECTION VIEW DROP SIDEWALK DETAIL NOT TO SCALE 12„ 12" VAN 9„ R7-8a RESERVED ACCESSIBLE12"x6" PARKING 2° RESERVED PARKING ts" MUTCD ' 18" R7-8 �.__................. 12"x18" 6" 2" MAXIMUM MAXIMUM PENALTY 9" PENALTY y„ R'-ID $ 250 $ 250 12"W' z 0 O 0 I O o m 0 w U Z 3 3 a w J PAVEMENT/GRASS z 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 ' tLtVHIIUIN VItVV NOT TO SCALE 1/8" R 24" r►I 24" CURB AND GUTTER 1 !2 R 6" 0 e o N N °. co 0 NOT TO SCALE 18" T 3" R 1/8" R oe o °. LEVEL o 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. z O U) w UQ 00 W d" O � N � H rLl z O zd rlK� 0 I-4 Z O 00 z _w J U l Z O O 00 N dzt p N Z 7S N t� ^ W N c! O z 4� \,OU 0� 9W H W W C,� C/ p I� w W o�0 o ��U �aa� z �_ Z O a H <( �� z o o O a arz0 Z_ F- QXUu- U D<c'o Q Z O W aZww '7 W �0U O U -� > w..� ? zzY Q _j J W W SEA 11111/��7�// CAR041 � '�F�.S• '� 9!9 028847 - : : � -A ry ••.GIN ..... • �� \. 1111111 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 �o 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 Z O W U� 00 W OWN C4�U �j-,I Z O d 0 rT, O 11 Z I- Z J U W0 Z O O 00 _ cq N r` Z _ QUo U O E -s w UZ� w N O a zCIA _ bL �z w W rU� rrW� W �.J Q W H O H � Q N V i W 0 4zaa� O a H Q Q » z 00 O u_ Z co ggz0 U < (DLL (D z Z)aFno W azWw Lu< o w o bi 4w (� DZLu �Qu5 �xUQz��du- SEAL\\������I C .RO4� l° 028847 %moo j'• �NGI NE�e.' CO 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 LU P� TOP OF COVER 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. 0od 04 0 J of D Ld 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. Z O W V 00 Q � N V z Q 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 IFL 3. WET fi ti a� 4 VVET -17 GLEN D. OTTAWAY HEIRS & OTHERS D.B. 3300, PG. 69 PIN:422700909119 s \ / moo" 'sow, Ate. rT F O 91A o \ S r TRACT 1 P-4 DOUGLAS M. GRA c Q D.B.4754, 2,116,716 SQ. F ' . AC.+) PIN:423703018488 LINE BEARING DISTANCE 11.16' \ 144.20' 128.06' e a cs / 09 O SCALE: 1 "=150' 0 150 300 450 40' ACCESS EASEMENT D.B. 1586, PG. 778 LEGEND: O IPF IRON PIPE FOUND Q IRF IRON ROD FOUND ® IRON ROD SET CMF CONCRETE MONUMENT FOUND ® PKF PK NAIL FOUND - WET �O \ 41- •�9 1r19 O `�'L?�� ACC �� sr� Cry \ 1�c5` C, CD N \ c9 w \ o m rn i O p D 2069 000 90 cogo w� Z co 0 00C) % I / 4 N Ncb �OQv Ch Co. J • 0� WET - SUBJECT LINE EASEMENT LINE ADJOINER PROPERTY LINE WETLAND LINE Z - WET �O \ 41- •�9 1r19 O `�'L?�� ACC �� sr� Cry \ 1�c5` C, CD N \ c9 w \ o m rn i O p D 2069 000 90 cogo w� Z co 0 00C) % I / 4 N Ncb �OQv Ch Co. 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