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HomeMy WebLinkAboutSW8140416_APPROVED PLANS_20200114F' STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 [+ 04- 16 DOC TYPE l CURRENT PERMIT WAPPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2ozo pl 14 YYYYMMDD DEVELOPMENT PLAN SITE DATA TABLE VICINITY MAP VICINITY MAP (NTS) LEGEND - DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL --------------------------" 5' CONTOUR INTERVAL - — — — — — — — - PROPERTY LINE — - - — - - — ROADWAY CENTERLINE — - -- - - — — - - -- RIGHT OF WAY LIMITS —•••—•••—•••—•••— —•••—•••—... —"'— EASEMENTLINE ------------------------------ ................................. CURB & GUTTER ----------------- SANITARY SEWER FACILITIES ------ STORM SEWER SEWER FACILITIES - — — —�— — — - WATERLINE --•---•---•---• —•—•—•—•— FIRE HYDRANT ASSEMBLY WATERWAYS -...—...— ... — ... ...... .._ N/A PROPOSED x PROPOSED LOT AND S.F. 5,000 s.f. OPEN SPACE LABEL G STREET SIGN I OPEN SPACE 404 WETLANDS BUILDING SET BACKS ....................... PRIVATE SANITARY SET BACKS --------------------------------- FLOW DIRECTION FOR ff9 A 4 &ET1jA%b!1'w PENDER COUNTY, NORTH CAROLINA JANUARY 2020 4W •'- I � � NIIN aN�Y NniN ' I Y �Y N Ni NiN�Y n'a'a'N.Y, YiN. I_--- \•�"• . y ! T� + N Y�Mi ai Yi Ni Yi Yi N�Y�Yi N�Y�N�N�Y�YiY'N'N. 40t,A �1 it ( '; I j '.....�.��;./ •_.._..._..._..._...___.. �.. �� r% ill Ili li "= 500' #I��I ..._ - �'�1 Y N N Y Y it a ILLLLJ; .j ININ�N' I \ '•-�� DEV L PER/OWNER SIGNATURE TOP SAIL NC, LP 9337B KATY FREEWAY #377 HOUSTON, TX 77024 PHONE: (713) 822-3891 PREPARED BY: GSP CONSULTINGPLLC ENGINEERING 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 License # P-0718 ��� T& JUL :N,I -W,; 11 INDEX OF SHEETS I SHT C-0 COVER SHEET SHT C-1 GENERAL NOTES SHT C-2 EXISTING CONDITIONS PLAN SHT C-3 SITE & DRAINAGE PLAN SHT C-4 WET DETENTION BASIN DETAILS SHT C-5 STANDARD DETAILS SHT C-6 STANDARD DETAILS GENERAL NOTES: 1. PENDER COUNTY PARCEL NO.: PIN 4214-12-8251-0000 2. TOTAL TRACT AREA: 1,074,326 SF = 24.66 AC.f 3. ZONING: PLANNED DEVELOPMENT (PD) 4. A PORTION OF THIS PROPERTY I15 WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP a3720420400J, EFFECTIVE DATE 2/16/2007 AND FLOOD INSURANCE RATE MAP a3720421400J, EFFECTIVE DATE 2/16/2007. 5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION. 6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY THE USACOE. 7. OWNERSHIP REFERENCE: D.B. 4379 P.G 330-346 PLAT # 16 PG. 73 & D.B. 4604 P.G. 1703 8. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD). 9. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. I DEVELOPMENT DATA: BUA - LOTS - ROADS - SIDEWALKS TOTAL - 310,500 S.F. 100,999 S.F. 7,400 S.F. 418,899 S.F. (39.0%) 4 1qb41 G M6D APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION tS�J 7- -"7-Za DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE SEAL SEAL PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 031315 2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL °°°c9°° yS. REGULATIONS. °°a�'R`PP NOTE: ofJO"8° ti°z0 ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE STATE OF NORTH CAROLINA PROJECT NAME: WYNDWATER - PHASE 2 GSP CONSULTING PROJECT #: 2014-0002 COORDINATION NOTES 1. THE CONTRACTOR IS REWIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS, CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED 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. GENERAL NOTES: I. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES. HAVE BEEN PREPARED BY FIELD SURVEYS BY ATLANTIC COAST SURVEY, PLLC (P-0822) AND OTHER AVAILABLE INFORMATION. 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 SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER 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 1 (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB do GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES: ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. 8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES: 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. 2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF ANY GRADING ACTIVITY. 3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. 7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. Revision Designer GSP Scale Drawn By Date GSP January 2020 License # job No. P-0718 2014-0002 MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF 04 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS, IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS, FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. STABILIZATION NOTES 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. PERMANENT SEEDING SCHEDULE - MIXTURE 5CP SPECIES RATE (LB/ACRE) CENTIPEDE GRASS 10-20 Seeding Dates MARCH - JUNE Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TEMPORARY SEEDING -LATE WINTER/EARLY SPRING WINTER AND EARLY SPRING SPECIE RATE (LB/ACRE) Rye (GRAIN) 120 *ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) *OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER GERMAN MILLET FALL SPECIES RYE (GRAIN) Seeding dates r RATE (LB/ACRE) 120 COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Maintenance REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WYN DWATER - PHASE 2 Topsail Township Pender Countv North Carolina GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES, THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. 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. 3. 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 FLAG MEN 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 NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC.- SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. SITE NOTES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 8. 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. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10. 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. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL STORM SEWER NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS, 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS, PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS. 3. ALL STORM SEWER PIPES TO BE HDPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED. 4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, 7 DAYS NONE DITCHES AND SLOPES HIGH QUALITY WATER (HOW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS NONE (EXCEPT FOR WITH SLOPES 14 DAYS PERIMETERS AND HOW FLATTER THAN 4:1 ZONES) GENERAL NOTES 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 GROUND, 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. UTILITY CONTACTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-800-632-4949 ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE PREPARED FOR: SIGNATURE TOP SAIL NC, LP 93378 Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 SEAL 031315 y S. 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I II II k �-I 0 i6 'I 1 \ X29.7� // \d.' 482HI I X28.40\ �' ! 5& HOLLIS EDDIE / HOLLIS EDDIE EARL G�ENVEST GARD �.X / EARL et at THOMAS L INVESTMENTS I- \ 5I ( ,�, JR et al b / 4214-11-7997-0000 4214-11-8980-000i e1 at 4214-12-5195-0 FENDER C TY°- ZONING PD I I /r `_-� X�2'8.96 X29 10 X\ 8 96 � 1450.04' - CRAWFORD JASON I HOLLIS DURWOOD J et al I BENTON JENNIFER DEANN HOLLIS EDDIE I 4214-21-1626-0000 I TRUSTEE EARL et at ROY et al Yeta-0000 ZONING: PD 4214-21-2519-0000 4214ZONING: 4214-2 I ZONING: PD P-D0000 ZONING: PD I -5241-0000 I ZONING: PD $ // \\ x4214-12-70255 0000 ZONING: PD IING PD 3 / - X28.9 ZONING: PD Gam / °AN4 29.20 7 ; x�2A5 16 V I \ ,o �,6 X28. � W G ��Y 27_89- _ - - - - 3E2�.56--- ___ --- -E-Xz�a-69-R-fW-{tftIC)-_�_ Revision Designer GSP Scale 1" = 60' Drawn By Date GSP Jonuary 2020 License # Job No. P-0718 2014-0002 =W-L- -W_ - -W-- -W- - -W---W- WYN DWATER - PHASE 2 IlTousail Township Pender Countv North Carolina I =w 1 \ - - - - - 28.49LLJ xz9.o5 - - - l _ 2 3 °23. 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Z / I I TO WET \ \ \ \. _ r \ \ DRAINAG AREA00 1 DETENTION, BASIN :� \ \ " - --- �� \\ 0 WET L6 >- / \ \ O \ \N \ _ _ \ \ DETENTIONBASIN ca Q 1 Q v \ M \ _ .---- \ o tY / \ Z Z \ / I - ` LOT 44 LOT 43 1 t ° ;,I I/ I \�^\� I I I I \\ I LOT 47 1.1 18,154 SF` &0,776 SF I I I V I \\ m LOT\64 ILOT 63 LOT 62 0 LOT 61 rq LOT 60 c /-LOT 59 N LOT 58 C4 LOT 57 N UOT 56 n LOT 55 ^ LOT 54 ^ LOT 53 N LOT 52 N LOT 51 N LOT 50 N LOT 49 N LOT 48 = N LOT 46 N LOT 45 cv p / N 18,485 SF 14,897 SF 12,905 SF ^ 12,086 SF �I 12,005 SF �I \ 12,005 SF 12,005 SF 12,005 SF 12J005 SF - 12,005 SF � \ \12,005 SF 12,005 Sf'^ 12,005 SF`^ 12,OO5S8F--� - 12,08 SF 12,005 SF 12,006 SF 1 28Z �F\ 13 338 SF 15 444 SF m r co ��_ 7' 1 70' 70' �� �� 70 ^ 70' 0' \ 7p 70' _ % \\\\_------__--- r S 46'OS'32" E 1,470.0' I ' WALKER STEPHEN SOBCZAK DAVID MAHAN TOM 4214L21E7092 0000 et at 4214ZONING- PID / PITTSeA01 J 4214-30-al 0773- 3 ZONING: PD 4214-20-9768-0000 ZONING: PI ZONING: PD \ 1 1 I I I HOLLIS DURWOOD J et al I BENTON JENNIFER DEANN HOLLIS EDDIE EARL HOLLIS EDDIE I 0l_'S EDDIE CRA OYREAR- et atetJat I 4214-21-1626-0000 TRUSTEE HORN RONALD I MAYO REBETROY et at AL e`AaCOLE ET DWYER MATTHEW HALL THOMAS F NAY STMENTSOEI / \ I FENDER C TY 4214-11R 7997-0000 I et of 4214EAR8980'0000 I 4214ZONMG6PD 000 I 4214-21 ZONING?SPD0000 ZONING: PD I 4214ZONING:1pp 000 4214ZONING:8ppp000 I 4214ZONING:7pp 000 II 4214ZONING:6PD 000 I 4214-H21et5247ALEY A0000 I 4214S21e6a28-0000 I 4214ZONINGI:OP-p000C 2-5195-00 0 ' \ ' ` // 5T ZONING: PD ZONING: PD DING: PD A214-12-7025 0000 I ZONING: PD ZONING: PD \ ppa•o by ZONING: I I I I I I I / ••,•• N o<,••. �,' // /\ I I I I I I I I I I I � � l � :•• �O ti9 9 =� � / /'°I \\I 1 _ ---I --- -�-------�--- ------ --1 ----- ---1 --- --- �---- _I_ 1 / / \ SEAL ------ _� ' _ `JBIJJE_ - R7- 93 - -- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- P rr o$EPH G PHIC SCALE \' 60' R/W (PUBLIC) - _� / ALIO I� U 30 60 12b et 1 4214-20-8 - - - - ZONIN \ � 1 inch 60 fJ.� No. Revision Date BY Designer csP Scale 1"=60' WY N D WAT E R -PHASE 2 Topsail Township Pender County North Carolina E& DRAINAGE PLAN PREPAREDEPARED AILN SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP CONSULTING P L L C 7 E N G I N E E R I N G 6626 Gordon Road Unit Wilmington, North Carolina 28411 tel:910.442-7870 fax: 910-799-6659 Sheet No. C-3 Drawn By CSP Date 2o2D ry License # P-0718 Job No. 2014-0002 -_----_---_ �1=_-- -- -- ---- - - - - - - - - - - - - ___` F__� � �- �-�-�-� ----------x23.42 - - - ------------ --- --- ---------------------------------------- -- - X2312 y/�---------- _------ ._.--------------- I} I}- -- ------------------------------ / 20' WIDE / 25 OQ----- - - - - - - - - - - - - - X24.31 - - - -- /EMERGENCYSPILL /- - - - - - - - - - / W/CLASS B RIPRAP X 24.96 \ / ARY .PQl7LELEV.=21.92- / / SHELF TOP ELEV=21.0 \ ( / NORMAL POOL ELEV=20.5� X24 \ \ \ \ . .1 � ----- _� \ \ / 104'-24" HOPE \ @ 1.0% / i \ / /` 3 ,9 J X23. // 4'X4' \ MAIN POND \ \ DESIGN BOTTOM ELEV=14.0 �DIMENT STORAGE ELEV=13.0 \ X2 :5 I I ' ON I 1 362 191, X26 34 X 26.37 SHALLOW WATER SHALLOW LAND SCARLET ROSE MALLOW & CARDINAL FLOWER PLANTED 30' ON CENTER SEE CHART FOR # OF PLANTS ELEV-24.25 \ \ 4,25 49 DEPTH -= 40" \ \ /K FOREBAY RIPRAP ELEV=20.5 \ X25.64 . . PERMANENT POOL TYPICAL VEGETATED SHELF LANDSCAPING PLAN NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE l \X 2420 1 -75.06 4�X 24 49 01 X',,�S,L X 25.44 FOREBAY BERM LEV//=21.0 24 FOREBAY DESIGN BOTTOM ELEV=15.0 SEDIMENT STORAGE ELEV=14.0 k25.96 X 26.08 0 X25 76 X25.99 SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) @ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS = 31212 S.F. PLANT TYPE I QTY I BOTANICAL NAME COMMON NAME ROOT I CALIPER HEIGHT I NOTES HERBACEOUS 402 Sagittaria latifolia Duck Potato CONT. 4" Pot 24" O.C. 402 Pontedaria cordata Pickerelweed CONT. 4" Pot 24" O.C. SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F. @ 1 PLANT PER 6.25 SF (30" O.C.) =536 PLANTS PLANT TYPE I QTY I I BOTANICAL NAME COMMON NAME I ROOT I CALIPER HEIGHT 1 NOTES HERBACEOUS 268 1 1 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C. 268 1 1 Lobelia cardinalis Cardinal Flower CONT. 1 4" Pot 30" O.C. NOTES: TOP OF 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. VEGETATED SHELF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY. 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. L0 14) 9 L 13 T 124 FILTER FABRIC- -'r T FILTER 4'x4' REINFORCED CONCRETE BOX OR BRICK BOX OPENING (6' TOTAL LENGTH) PLACE 1/2" GALVANIZED HARDWARE CLOTH OVER ORIFICE OPENINGS WITH STAINLESS STEEL FASTENERS ELEV=21.92 FLOOD POOL EL. = 21.92 10.0' 4" SCH. 40 PVC OUTLET EL. 21.0 ih EL. 20.5 12' THICK CLASS./ 'B' RIP -RAP FOREBAY RIP -RAP N. T. S. r- L=20' le' 1HIUK LLASS- 'B' RIP -RAP EMERGENCY SPILLWAY N.T.S. TOP OF BANK ELEV. 26.00 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 - 4" MAX TRASH RACK OPENING RIM ELEV = 22.63 104'-24" CULVERT INV. EL. = 20.5 EXTENDED BASE OUTLET STRUCTURE DETAIL N.T.S. NOTES: 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 14.0 IN THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 13.0 IN THE MAIN POND AND 14.0 IN THE FOREBAY. 2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF THE PERMANENT POOL ELEVATION OF 20.5. 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER SYSTEM AND DISCHARGED TO THE WET DETENTION POND. 4. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY. 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WALL BE MUCKED OUT. 6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT. 7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. 3:1 SIDESLOPE 0 10, 311 SIDESLOPE SLOPE TO TOP OF ----------------------- ----_- POND VARIES 3:1 MAX STORAGE __ NORMAL POOL NORMAL POOL EL. 15. 10:1 SIDESLOPE EL. 14. FORE BAY POND BOTTOM SLOPE TO TOP OF _ POND VARIES 3:1 MAX 10:1 SIDESLOPE SEE STORMWATER LANDSCAPING PLAN DETAIL AND PLANT LIST FOR PLANTINGS ON THE 10' WIDE VEGETATIVE SHELF POND SHELF BOTTOM POND BOTTOM SURFACE AREA SURFACE AREA AVERAGE SHWT NORMAL POOL SHELF BOTTOM DEPTH AREA AREA PROVIDED REQUIRED POND DEPTH ELEVATION ELEVATION ELEVATION (FT) (SF) (SF) (SF) (SF) (FT) (FT) 20.5 20.0 6.0 29.622 10.888 33.673 32,466 4.5 20.9 POND CROSS-SECTION N.T.S. SEAL s 031315 ,see (a+e"•.;�G I NE`,�.•' a ee,,. • °esssee• ol��xd'zo GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. No. Revision Date BY Designer GSP scale 1- = 20' - WYN DWATER PHASE 2 Topsail Township Pender Count North Carolina WET DETENTION BASIN D ETA I LS PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP CONSULTING P L L C 7 E N G I N E E R I N G 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910 442-7870 fax: 910 799 6659 Sheet No. C-4 Drawn By GSP Date Jonuc 2020 License # P-0718 lob No. 2014-0002 INSTALLATION DETAIL TEMPORARY INLET SEDIMENT FILTER NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL PAVED CATCH BASINS OR STORM INLETS. SILT SACK DETAIL NOT TO SCALE - --_- 2 EACH EXPANSION W ROPE 2" F BAG DETAIL WASHERS STANDARD METAL POSTS 2 FT IN GROUND �- (0.25" MESH OPENING) EXTENDS TO TOP OF BOX NCDOT #5 OR #57 WASHED STONE PLACED TO A HEIGHT OF 16" MINIMUM ABOVE TOP OF BOX NOTES: 1. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 1-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 3. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A MIN HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH To SfANOb INLET PROTECTION NOT TO SCALE NOTES: 1) ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40 2) ALL JOINTS OF THE FLOATATION SECTION SHALL BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED NOT BE WATER -TIGHT. 3) 4" HOPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT CONNECTIONS. 4) ORIFICE IS TO BE SIZED ACCORDING TO STORAGE VOLUME AND TO SLOWLY RELEASE I" RUNOFF FOR AT LEAST 24-HOURS. END ORIFICE DRILLED IN END CA FRONT VIEW END Designer GSPSCALE Scale Drawn By Date GSP January 2020 License # Job No. P-0718 2014-0002 STEEL 4P (TYP.) SKIMMER DEWATERING DEVICE N.T.S. WYN DWATER - PHASE 2 Toosail Townshi Pender TON North Carolina 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE TOP STRAND MIN. #14 GAUGE BOTTOM STRAND MIN. #14 GAUGE C COMP STANDARD DETAILS z - 5 O O k I Ia M N � z 0 i POST 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1, ORE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE NTH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. TEMPORARY SILT FENCE NOT TO SCALE MODIFIED VALLEY GUTTER N.T.S. -1/2" S9.5B ASPHALT ABC STONE PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 STORM DRAIN PIPE = 0% STORM DRAIN PIPE PLAN TAILWATER FLOW NON -WOVEN FILTER FABRIC J \-N.C.O.O.T. CLASS B SECTION RIPRAP, MINIMUM 18" THICK, TYPICAL RIPRAP LOCATIONS LENGTH (FT.) UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) 15" CULVERT 7.5 3.75 5.0 18" CULVERT 9.0 4.5 6.0 24" CULVERT 12.0 6.0 8.0 30" CULVERT 15.0 7.5 10.0 36" CULVERT 18.0 9.0 12.0 48" CULVERT 24.0 12.0 16.0 GSP C RIP -RAP OUTLET PROTECTION N.T.S. SEQUENCE OF CONSTRCUTION 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN, SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES. 3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN DURING CLEARING AND GRUBBING ACTIVITIES. 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY. 5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS. 6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE. 7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND SPECIFICATIONS. 8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. PLAN VIEW 50' MIN. 6' DIVERSION T❑ DIRECT RUNOFF FRDM R/ SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N.T.S. 1 ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442.7870 fax: 910-799.6659 Sheet No. C-5 0 z 0 z 0 Om OTn Om pCO Omrn ZO N 2 43" NOTE: USE TYPE HIE", "F" AND . GRATE ° I r <Q H�Z DETAIL SHOWING TYPES OF GRATES r � � 2� ~Q <;'I It"RADIUS �'�"� I->- L 2'-11:k I Q Z �Cnpo UNLESS OTHERWISE NOTED. P 4d P r am O USE ACCORDING TO WATER FLOW. '`" QI.- s F-I y N ¢ U > iI4 p 31 i Y1 Z¢ CD D CoCA p O 74" RADIUS Z r p �1 O 4 p C7 M- �7 N B ti C7 ' 4 = GRASS MEDIAN OB ¢ U mZ =� pp LLJ�F--�Z R70 i,i LLJfi- - rp�l�rn ( 7•-FpC7 Open --I B rp� O� OZ-4 > -I- 00C*=Z ImyZ�2D CONCRETE ISLAND 2' S" m o CJOy=Z _0T.>-4 } �YNNJd W LLx =-nDDm TYPE HIGH' TYPE "E" [-TYPE 'IF" A p „T w¢ZLL2 =Omom g -C STD. 840.03 FRAME, GRATE AND HOOD ti �� WOQeZLL Zy n' FU OC7 Z l• 1 1 gh" �U20U' - �l D I Q = =TnpO 2� 2 Q I- •4 =cnoo m I g ,sa" R.Dxus l.s" RAmus �o¢Oc� Z"OOP _ _ N N yH LL0LU Z"'VrT A yr OW ZI„I���I A EXPANSION JOINT > 1'6" FQ2~ZW Q H- HH N O EXPANSION JOINT p22z = - - SECTION - ILL SECTION - ¢O'••'Q C)=9Z ¢p•+Q (7 n' 700 "" O¢�OJ f j D - z H ¢ y D -� WATER FLOW -� SAG �- WATER FLOW +- I 9%8" z Cc ¢ D SECTION - AA 0 Tn OC D 1 A A ALIGN FRAME WITH INSIDE 'L.r '> D� 1 > D D z r-+ cjilo ' EDGE OF WALL TO ALLOW =-�1 1 ao C{n 1"' ------------------------------- aF-I {,�•, �> Z �� FOR VERTICAL ADJUSTMENT .';v; n a Oi' ' LUz ,r r WO Inp ' VAN. VAR. B" 0-p O 1 O "�� O z A L� g I I S^ TO e" ro z'-D^ r ILLL w WALL SECTION .. - � 1'�4n � 10'-0" 3'-11+2 10'-0" O :i-. B 18" AADius 44" RADIUS SECTION SS ----------------------- 1 RADIUS B SECTION - PP SECTION - NN PLAN �� SECTION B-B rr _----------------------------'------ -n 3 tss"RADxus ¢ y�1 PLAN - n Z O -► _► �- t 1>•4n 214n I 0- W O m 10'- " 3'-1J•'2" 10' Orr vTR. 1.-e„ ¢ y LU m FRAME ORATE, 8 HOOD AS8 Y J N ¢ "4 y Rt I O F•-r 2 ry z -S Tn Z ' , O O < z WATER FLOW SAG WATER FLOW 1"1 m O ° O m O rI U- O m vOl a SECTION - 8B o m FH = L'n N-,I SECTION A -A = _ m Z r 5" mmrn S z mmrn z co ---- _ z 0 z r. _ " = _ N� 1 " 3 Z z V TYPE 'IF" TYPE "EH' TYPE "0" TYPE - E 3 = Coll _ �L _ _ _ - - - - -j+ rr C7 Q CD -"I e e e Q a U Cn '� Q U 2 '� DEPRESSED GUTTER LINE J ¢ Q m -q �+ o O ,i > D RAISED FLOW ARROW O W D a K -K N N N 1$4" w 0 > a Z P" HIGH 2 n Q 2 EXPANSION JOINT I I I {,\ EXPANSION JOINT p t.: U v m > L M �, ¢ N o m y RAISED FLOW ARROW 294 " ¢ H Q 'n p `SEE STANDARD NO. 840.01 OR 840.02 p1� O y Co O SECTION - AA o H z N o �1s HIGH -`1 Q oQ LLI z ' ELEVATION S°� o m 0 > Z L M N �� In Z D Z� 11�" m y Z > Yz" RADxus 3" RADxus �t5 m OC 2 0 Z J FRAME PLAN =\ O (� Z YN" Rn0xu5 GPc� 1~-I C7 O , V 5 SECTION - JJ HN-I W W = L7 1�" O h" A.l� Iy,I LU W O.T. o EP O V 3• rr D C o, rr 1 rr� { _ S __ J 3 OR 3" R N2' Z D O P 11Lr' 1 C7 O G� 0' 11 10 �� OPSSa U' Q lA _ D: Cn O rr n Z C a 0 t� Z p ZS LI H: a _aT - W V- O Z r rr 1 n 1 „ I 1'g 1)�L R 'LN IL LL ¢ -i N 2 z'-B^ GP W h"t1 a rr LL 2-11 r1IF r tl OLL M t„t SFOP�P W1"" ZSECTION CC �ivc4 g `-�' � � 2 -11 �'Q m 3' 't W O 3 3'-Orr3LE2nn O- " 1'2 •►� { tSECTION - pI 4%- SECTION A-AA-EET 1 OF 2 SECTION - RR SHEET 1 OF 2 HEET 2 OF 2 TYPE G SECTION A -A SHEET 2 OF 2 HEET 1 OF 1 SHEET 1 OF 1 840.03 HAD ELEVATION 840.03 840.03 V-6" CURB AND GUTTER 840.03 852.05 852.05 O GENERAL NOTES: Z 0 Z m FRAME RATE 0 D p IT1 E O BACK OF DURB SEE TD. NO. 640. USE CLASS "B" CONCRETE THROUGHOUT. I, co 0 .9 OTn q Y �"� 1 A OPTIONAL MANHOLE 1'4 < , X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" < < < , S" 6" Q Q IS -cn 1"4 Z ON CENTER. USE STEPS WHIN COMPLY WITH STD. DRAWING 540.66. Q M Z E T. Fy O OPTIONAL CONSTRUCTION - MONOLITHIC TOUR, 2" KEYWAY, OR #4 BAR DOWELS AT M ¢:2'3 U D HH 0 GENERAL NOTES: Z Q U j1r1 z T= Y o .:. P :9', :,P'.:; .;P.:;p y e 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J CL Fti Z m z� S -i Y 8" C CHAMFER ALL EXPOSED CORNERS 1". LL J CL 0 Z y > A - ;- L - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O z = _ � � > USE CUSS HIS" CONCRETE THROUGHOUT. O z Tn = E Q =O Dm :y m - - - - :v, IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO BLAB WQQLL= =O>>R1 - - -- OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR QQLL ' Z o a7 °:, ',u AS SHOWN ON STD. N0. B40.CO. N U ¢ O Ur ,. Z y X X I ` D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE EN6INEER. H- U ¢ 0 CD = Cn O O :: : ____ S. :: 8 8" x USE TYPE "E", "F- AND "G" GRATES UNLESS OTHERWISE INDICATED. = F 2 CI O O - - m D w P Q F Z I„I 0 r -n e :v. Z W Z p4'D r -n T �! - - % 'i" ! \ USE FORMS TO CONSTRUCT THE BOTTOM SLAB. ♦- = Z w FOR 8'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER Cn ¢ LL 0 J O O I,y mBj w I I LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, O ~ LL O J ,72 Z 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. AOUUST O < C) =Z LL ¢O Q > '0 'O'' ' � i .o QUANTITIES ACCORDINGLY. z NCn•,I ¢ .. D D - \ - _ 55,;; A .1.. ADD TO SASE AS SHOWN ON STANDARD NO. 840.00. z 0 ¢ j H H-I { - PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS ig > 1 i0 CONSTRUCT WITH PIPE CROWNS WITCHING. > > rP E i F (n O ' PUN X T SEE NOTE CHAMFER ALL EXPoSED CORNERS 1". W O N �O ' I- ' - - - ' -� 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. W 0 Z SECTION X-X DRAWING NOT TO SCALE. ' O Z e" F3 3„ ADJUST INCLUDE STEEL, CONCRETE N OF AND BRICKMAXHOMASONRY QUANTITIES ' O TOP ELEVATION m iP ro Y SEE STANDARD $40.54 t: SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE FOR MANHOLE COVER 8 FRAME W HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) PLAN OPTIONAL SPACED e TOP ELEVATION C. TO C. VAX. DEPTH OF THIS STRUCTURE FROM TOP OF SOTTO/ SLAB TO TOP - - FRAME .gAIE_MID_HO ELEVATION IS 12 FEET, S N 8-4G 09- STEPS- BID. N 4 STEPS -STD. N0. 840.86 BRICK MAY BE USED - - a" TO ADJUST FRAME W e„ - - - COVER TO SVAX. 1 _ -- - ELEVATION MAX, Y �.;: TOP ELEVATION - #4 BAR x o P� ¢ O� 1� 1a' - m A_�:' LpiZ _Cetipp.. Z HH 8" v' B ,v. e'; E-�- C7 w '1' Z ,••F - 'I OUTLET PIPE 1 LL m W CA m '. `v. ''. o' . a . v" a. E-.I .P FH J °' F-I Q W -i 2 I E OR F 1 j„ z Z O W 3 D➢ ot-tEn rn 6" e° C v° 8" x 6" G 8 x O N In INLET PIPE f I 6" 3 O Z 1ti � "i SECTION Y-Y °.. _ - o - SECTIONS t-I o X m z D 0 O v_ _ M z 8„ C-C OR D-D DOWEL o ff - c� > RISER VARIESHT.O P cc a o c D SECTION X-X C z Z m Lin >o l J- Z 9 Q� A _ 8T" .'::.';°' �...p':e '...o I c ,o. Q V ¢ 0 > Z O DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES p -7 O O cc 6" ' � f SECTION J-J 0 0'' �'' ^' A =': ' o ' � Q W = O r -_•1 O DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q F = - O O DIMENSIONS W CL F- .v'.v P L1.LI It- > M 8" PIPE SPAN WIDTH HEIGHT BARS 'A' IN BOX BOX AND aLAeS PIPE OU.YD6. I�,I > '.6 WHERE 30" TO 38" PIPE IS USED '}r SECTION M-M CO W > CO O -_ :v; SEE NOTE 1 > O '� " X 6" W M WHERE 42" TO 54" PIPE IS USED 2 N 1•-1 _ Z I• -I EXP. JOINT D A B H N0. LENGTH E F TOP BOTTOM NULI LBS. W. YDS. C S R. C 2 N W m a Z WHERE 30" TO 36" PIPE IS USED GO (� r m p Z , •, . , ; SLAB SLAB FT. OF HT. REINF YIN. H" C. ' �. F r y O RISER HT. f-I = r W O 9„ 12" 2'-0' 2'-0" 2'-3" 12 2'-e" 3'-0" 3'-0" 0.167 0.167 0.186 22 0.750 0.015 0.024 J -j 3- r� J VARIES .eI '_'Y'' O'Y'' .m.. O -n ? 'r is" 2'-3" 2'-3" 2'-8" 12 3'.0" 3'-3" 3'.3" 0.106 0.196 0.204 24 0.902 0.023 0.038 ° Z O - - - - - J J M Lu O %� A x 0.227 0.222 so 1.065 0.033 0.049 w C>• 1e" a'-e" z•-6" z'-s" 14 a,-3" s'-e^ a'-®„ o.zz7 24" 3'-0" 3'.0" 3'-3" 76 3'-8" 4'-0' 4'-0' 0.296 0.296 0.250 40 1.434 0.050 0.085 A Y.1 .,`� A _p 30" 3'-e" 3'-8" 3%9" 18 4' 3" 4'-8" 4' 6" 0.375 0.375 0.296 51 1.860 0.092 0.127 .'.^1 a 38" 4'-0" 4'-0" a' -a" 20 4'-9" 5'•0" 5'-0" 0.463 0.483 0.333 84 2.341 0.132 0.178 m 6ll " 42" 4'-8" 4'-8" 4'-8" 22 5'-3" 8'-8" 5'-8" 0.560 0.560 0.370 77 2.670 0.180 0.243 MERE 42" TO 54" PIPE IS USED L '0 - yI J-'S �...• 48" 5'-4" 5'-4" 5'-9" 26 8' 9" 8'-1" 6' 4" 0.743 0.743 0.407 171 3.823 0.235 0.917 '' " SECTION Y-Y 54" 5'-,O" 5'-10" 5'-B" 28 6'-7" e'-,OH' 6'- Lv .° 10" O. BBS 0.885 0.444 128 9.283 0.297 0.401 DETAIL SHOWING METHOD 80" 8'-8" 8'-8" g-3" 30 7'-3" 7la" 7'-e" 1.Oa2 /.042 O. ae1 145 5.090 0.387 O.4B5 SHEET 1 OF 1 MEET 1 OF 2 SCONSTRUCTION PLAN PLAN SHEET 1 OF 2 HEET 1 OF 1 08" 7'.1" 7'-1" S'•9" 32 7'-10" 8'-1" B'-1" 1.210 1.210 0.518 189 5.917 o.44a 0.589 840.31 840.02 840.02 840.31 NOTES: USE CLASS "S" CONCRETE THROUGHOUT. Z 0 1''``n r H 0 0 Y PROVIDE ALL CATCH BASINS OVER 3'.6" IN DEPTH WITH STEPS 12" OCn <1 r 'L 3 -6' F Q <--I ON CENTER. USE STEPS YMICH COMPLY WITH STO. DRAWING 840.eS. H a �CA O 1 " DEPRESSION " u 11Ln n Z H- ' y O OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY, OR #4 WAR DOWELS AT Q 3 , F-1 O 9 PA 1 +-I�1 p.1 ¢ Ur U D rti O 12" CENTERS AS DIRECTED BY THE ENGINEER. Z ¢ = U m Z _ V. r - 75a rr 1 r _7rr �\ �- H F O JO 0. = Z m z _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J d "C7y Z N -4 > �tltl I I cc F-I � > I I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB OO U3 'n 0 C) -4 _ I I W Q 'a LL = 'O O C% AS SHOWN ON STD. NO. 840.00. LLI ¢ Z _ -1 > m T* O H U O = T > o FOR 8'-0" IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER F U Q 0 LL = _NCO fV -q I G L� G E I E = F Z M 2 N O 8'.0" TO 16'.0" IN HEIGHT USE e" MALLS AND BOTTOM SLAB. ADJUST •= QC 10y Z ,•-1 r ^ _ O _0 _ Cn I- O W Z Fy'9 r �1 X - - - I X QUANTITIES ACCORDINGLY. I- 2 Z W C7 = Z ¢ O I-r < 0 Czi% Z A CONSTRUCT WITH PIPE CROWNS MATCHING. O Q O 0 Q DD > N j OO `�+ N z 7 ¢ > D D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z 1CO-I 2 1_ O I ~ M-H < INSTALL STONE GRAINS, OF A YINIMUI OF 7 CUBIC FOOT OF N0. 79Y STONE IN A H > (no OL p m O I m POROUS FABRIC GAS OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. d / -- J CHAMFER ALL EXPOSED CONNERS 1". H G SECTION G - GAWEEP ORAWING NOT TO SCALE. V-4W 1'-4W F-Wl •INCREASE THE SIZE OF THE 8" OPENING TO e" MAX., AS DIRECTED BY THE ENGINEER BY ADDING 2" TO THE WALL HIEGNT ABOVE THE TOP ELEVATION. ADJUST T PLAN OF FRAME y QUANTITIES ACCORDINGLY. Z CAST IRON T O 1.1 O Z PLAN 2ND OPENING CO) C Q U) It Cl) IF RED D. mom PLAN OF GRATING ¢ o En m I mPSLAe 6 m O 2'-314 CAST IRON OLL CC Q 0 TOP TOP ELEVATION #4 BAR 2 TOP ELEVATION TOP 8W GUTTER LINE LL 0 = = Z Nti 1:7 is m M #4 BAR Z t e"• 0 EH'` CD r 2 M G r N O = OPENING e"• l� IZ-I a W _9 C�o- p Z co e B 8" in TOP ELEVATION Q IIIII O_ O ¢ _ > S„ A B" 1N2" CLR. p Q 1 n r rr 1 rr 1 rr r rr 1 n LU CO C= M x 1 a x -w.I ( 101"1" O O CO n yfl rr � �7 C S' > I PIPE WALL cc41 a O 3 -3$$ 2 3 s '` S I I THICKNESS VAflIES [n m O 18 2 7crr fig" 2'tln 1�Bn W❑ Co 0 I W (MIN.) z I- It 2 CO O �tl �tl A a> I I rr n I ~ EU O � �'I S m m - #4 BM Z H Z F o zv ¢ SECTION H-Hr,3 2 a S - J-an -T �- I N Z CO N CTI a Z n SEE NOTE SEE NOTE Co O r J H F -1 SECTION X-X SECTION Y-Y PART SECTION Y-Y Z a O 21/8" _ 21�g" z d 3 = O SHOWING DETAILS AT OPENING z� O-4= H n N cm H N N N W O W YIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON YIN. HEIGHT, H) W W 3 - 1 �$ 2 .1 34 to DIM'S OF BOX A PIPE REINFORCING OL Co m (n OP l SOT. SLAB W. IN B CONC. BID(& SLAWIIE9 OFDIICIPE 8" THROAT A y 0 O a PIPE SPAN WIDTH HEIGHT BARB - % BN1B - Y BARB - Z D[YEX910N3 IN BOX BOt l SLABS ONE PIPE OPENING O y D A B H N0. LENGTH NO LENGTH NO LENGTH F G TOP BVA mr. ew WW11Fl. NI UB. M3F. E' II C. S. R.C. YD Z f 3'-G" 2'-F" cc Z ,2" 9'-a. 2'-9" V-10" 4 3'-0" 8 4'.3" 2 4'-3" 4'-S" 3'-3" 0.187 0.271 0. 250 2] 1,046 0.015 0.032 0.046 O 01 LL 15 3 -8 2'-3" 2'-1" 4 3 -0 B 4'-3" 2 4'-3" 4'-8" 3'-3" U. 101 U.2]7 0.250 27 1.108 C.029 0.036 0. "a V ,B 4 •0 2'-8" 2"4" 5 3'-5" 7 4'-e" 2 4_9, 3'-e" 0.228 0.M 0.284 35 1.379 0.033 0.049 0.059 WMWWWWWW COW•••# SECTIONE-E SECTION F-F 24" 4'-0" 2 2-10 5 3'-5" 7 4'-B" 2 9" 6'-0" 3'-8" G.22e 0.340 D.264 35 52, 0.059 0.085 0.053 LH.0 Rn, a•_W^ 9%4" K 4�-0" N a'. D^ # 4te" c'_n• . _. n n.. n e,. ,..,. .. .,. ,. ,,.., " n nm SEAL 031315 �1f�F RY.... F S. No. Revision Date By Designer GSP Scale SCALE NO WY N DCOAT E R -PHASE 2 Topsail TownshipPender Count North Carolina STANDARD D ETA I L PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP CONSULTING P L L C E N G I N E E R I N G ' 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799.6659 Sheet No. C-6 Drawn By GSP Date JGnuG 2020 License # P-0718 job No. 2014-0002 PRELIMINARY PLAT SITE DATA TABLE VICINITY MAP VICINITY MAP (NTS) LEGEND DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL - - - - - - - - - 5' CONTOUR INTERVAL — — PROPERTY LINE ROADWAY CENTERLINE - RIGHT OF WAY LIMITS - - - - - - EASEMENT LINE - - - - - ---- --------- CURB & GUTTER - — - SANITARY SEWER FACILITIES — —0_SS— 3 STORM SEWER FACILITIES — WATERLINE — — W — W FIRE HYDRANT ASSEMBLY *-84- +_W WATERWAYS N/A PROPOSED X PROPOSED LOT AND S.F. 5,000 s.f. OPEN SPACE LABEL OA STREET SIGN OPEN SPACE 404 WETLANDS BUILDING SET BACKS - - - - - - - - - PRIVATE SANITARY SET BACKS - - - - - - - - - FLOW DIRECTION PENDER COUNTY, NORTH CAROLINA MARCH 2O78 r 4r r r r w�r r r r r DEVELOPER/OWNER Signature Top Sail NC, LP 9337B Katy Freeway #377 Houston, Texas 77024 PHONE: (713) 822-3891 PREPARED BY: GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 License # P-0718 CERTIFICATE OF PRELIMINARY PLAT APPROVAL PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO (2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL. PLANNING STAFF DATE CERTIFICATION OF SUBDIVISION w w N N N N N N N f IN H N w w I w I w I w I w I- I w I w A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW; THIS DOES NOT CONSTITUTE APPROVAL. PENDER COUNTY UTILITIES: DATE: PENDER COUNTY ENVIRONMENTAL HEALTH: DATE: PENDER COUNTY ADDRESSING COORDINATOR: DATE: w 11 INDEX OF SHEETS ©1 SHT C-0 COVER SHEET SHT C-1 GENERAL NOTES SHT C-2 EXISTING CONDITIONS PLAN SHT C-3 SITE PLAN SHT C-4 UTILITY PLAN SHT C-5.1 GRADING, DRAINAGE & EROSION & SEDIMENT CONTROL PLAN SHT C-5.2 OVERALL DRAINAGE PLAN SHT C-6 STANDARD DETAILS SHT C-7 STANDARD DETAILS SHT C-8 UTILITY DETAILS SHT C-9 UTILITY DETAILS GENERAL NOTES: 1. PENDER COUNTY PARCEL NO.: PIN 4214-12-8251-0000 2. TOTAL TRACT AREA: 10,198.265 SF = 234.12 AC.t PHASE 9 AREA: 126,201 SF = 2.90 AC.t 3. ZONING: PLANNED DEVELOPMENT (PD) 4. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP #3720420400J, EFFECTIVE DATE 2/16/2007 AND FLOOD INSURANCE RATE MAP /3720421400J, EFFECTIVE DATE 2/16/2007, 5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION. 6. THIS PHASE OF THE PROJECT DOES NOT CONTAIN 404 FEDERAL WETLANDS GENERAL NOTES: 1. OWNERSHIP REFERENCE: D.B. 2955 P.G. 10 2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD). 3. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. 4. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS. 5. INTERIOR ROADWAYS FOR THIS ADDITION TO PHASE 2 ARE TO BE PRIVATE. & A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE. 7. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY PLAN IN ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS WHICH INDICATE A CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY THE PLANNING DEPARTMENT AND IN SOME INSTANCES MAY REQUIRE PLANNING BOARD APPROVAL. B. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE. 11. WETLANDS IMPACTED WILL BE MITIGATED IN ACCORDANCE WITH ANY REQUIREMENTS OF APPLICABLE STATE AND FEDERAL PERMITS. 12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REGULATIONS. 13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY TYPE OF DEVELOPMENT EXCEPT AS RECREATIONAL FACILITIES. SINGLE FAMILY DEVELOPMENT STANDARDS: MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS: AREA IN (S.F) 5,000 SF (W/SEWER) FRONT - 15' MAX USABLE LOT AREA (?n 95% REAR - 20' MIN LOT WIDTH (FT) 40' (W/SEWER) SIDE - ZERO LOT LINE MIN CHORD AT ROW (CUL-DE-SAC) 30' (10' MAINTENANCE EASEMENT MAX BLDG.. HT. (FT) 36' BETWEEN STRUCTURES) CORNER - 10' ANY PERIPHERAL PROPERTY LINE STRUCTURES - AS PER NORTH CAROLINA STATE BUILDING CODE DEVELOPMENT DATA: PHASE 9 AREA: 126,201 SF = 2.90 AC.t AVERAGE LOT SIZE - 10,062 SF AREA OF LOTS PROPOSED - 90,554 SF = 2.08 ACt AREA OF ROW PROPOSED - 30,339 SF = 0.70 ACt TOTAL PROPOSED ROAD LENGTH - 600 L.F.t PROPOSED BUA LOTS - 40,500 S.F. ROADS - 19,800 S.F. EXISTING - 347.035 S.F. TOTAL - 407,335 S.F. (38.9%) APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION S4P �_Z3-IS DeAla-SW ivE.M. !~PR 1 2019) L0 DEVELOPMENT NOTES: e SEAL °s 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE o e 031315 F PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL ,���`•ocgQ�°�pQ�`;°°° •e,, RY S. P REGULATIONS. 0°%$B f °ZYJ18 NOTE: ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE STATE OF NORTH CAROLINA PROJECT NAME: WYNDWATER - PHASE 9 GSP CONSULTING PROJECT #: 2017-0008 COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE PITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED 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, GENERAL NOTES: I. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEYS BY ATLANTIC COAST SURVEY, PLLC (P-0822) AND OTHER AVAILABLE INFORMATION. 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 SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT, 4, CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT, 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER 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 1 (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1, CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES: ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. B. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES: 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. 2, PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF ANY GRADING ACTIVITY, 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 4, DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. 7, ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. Revision �[31 Designer GSP Scale Drawn By Date GSP Morch 2018 License # lob No. P-0718 2017-0004 MAINTENANCE PLAN 1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH, ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER, 6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REOUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS, FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. STABILIZATION NOTES 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. PERMANENT SEEDING SCHEDULE - MIXTURE 5CP SPECIES CENTIPEDE GRASS Seeding Dates MARCH - JUNE iLl�Z * r � Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER, Mulch DO NOT MULCH. Mointenonce FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TEMPORARY SEEDING -LATE WINTER/EARLY SPRING WINTER AND EARLY SPRING SPECIES RATE (LB/ACRE) Rye (GRAIN) 120 *ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) *OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER SPECIES GERMAN MILLET FALL SPECIES RYE (GRAIN) Seeding dotes RATE (LB/ACRE) 40 RATE (LB/ACRE) 120 COASTAL PLAIN - DEC.) -APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil omendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Mointenonce REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WYN DWATER - PHASE 9 ITopsail Township Pender North Carolina GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOVING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. 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. 3. 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 FLAG MEN 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 NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. SITE NOTES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION, 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. B. 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, 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER, 10, 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. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL STORM SEWER NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA REOUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS, PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS. 3. ALL STORM SEWER PIPES TO BE HOPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED. 4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, 7 DAYS NONE DITCHES AND SLOPES HIGH QUALITY WATER (HOW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS NONE (EXCEPT FOR WITH SLOPES 14 DAYS PERIMETERS AND HOW FLATTER THAN 4:1 ZONES) GENERAL NOTES 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 GROUND, 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. UTILITY CONTACTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-800-632-4949 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE PCU STANDARD NOTES 1. A PRECONSTRUCTION MEETING IS REQUIRED BEFORE BEGINNING WORK. THE MEETING MUST BE SCHEDULED WITH PENDER COUNTY UTILITIES (PCU) AT LEAST ONE WEEK IN ADVANCE. ATTENDEES MUST INCLUDE PCU, THE SELECTED CONTRACTOR'S SUPERINTENDENT, THE SUPPLIER, AND THE CONSULTING ENGINEER. 2. ALL MATERIALS USED SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION. 3. ALL PIPE SHALL BE PVC. PVC PIPE WITHIN A CASING TO BE C900 DR 18 (SEE PCU STANDARD DETAIL). ALL OTHER PVC PIPE TO BE SDR 21. THE USE OF DIP PIPE IS NOT ALLOWED. PCU MUST APPROVE THE USE OF DIP IN THE FIELD BEFORE INSTALLATION AND ONLY WHEN THERE ARE NO OTHER OPTIONS. 4. PCU STANDARD WATERLINE PIPE RESTRAINING METHOD IS MJ GRIP RINGS. AT A MINIMUM ALL FITTINGS, VALVES, ETC. MUST BE RESTRAINED. (SEE PCU STANDARD DETAIL). 5. PCU MUST INSPECT CASING INSTALLATIONS PRIOR TO BACK -FILL. PCU MUST WITNESS PRESSURE TESTS, AND WITHDRAWAL OF BACTERIOLOGICAL SAMPLES. CONTACT BOB FORAND TO SCHEDULE 910-259-0212, 6. CLOSE-OUT DOCUMENTS WHICH MUST BE RECEIVED PRIOR TO PCU SIGNING THE NC PWSS APPLICANT CERTIFICATION INCLUDE: BACTERIOLOGICAL TESTS, PRESSURE TESTS, DEED OF DEDICATION, AFIDAVITJRELEASE OF LIENS, WARRANTY, AND RECORD DRAWINGS (PDF & CAD). 7. AN 18 MONTH WARRANTY PERIOD APPLIES TO ALL WATERLINE CONSTRUCTION. THIS WARRANTY PERIOD DOES NOT BEGIN UNTIL FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED FROM NC PWSS. PENDER COUNTY UTILITIES STANDARD NOTES 605 EAST FREMONT STREET PCU WATER SYSTEMS BURGAW, NC 28425 VERSION #1 - OCTOBER 2015 API'l SEAL 031315 S. 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I FI 24 - --- x2385 x23.t5 x2J.66 x24.02 x23.42 x zd.o5 *23.42 TT� / x\ . - x150 - - =26.3t 893.39N 46°33' -2111 x21023,2 x25820.90 z5tt -2). 5 O \ \17 \ 96 \ / _✓ -003D1 `\\ \\ x25.2 -SS 74 I IS I I 3 _� ASS _\ \ x25.67 -25.83 \ \ (/ I / x24.50 / x 26- � -26.24 24. 21.1f24.11 x24.87 x2 \\ \ x23.87 27.25 \ \ 2 .11+oo I �SS �L6 x25.48 x25.65 \ � S3 � \ \ \ \ x25.53 �SS� x25.09 x24.39 - \\ x22.89 - x23.61 x24.94 x24.69 2752 -L- a2esa HE--OHEP491 -OHE- -OHE -OHE k -OHE OHE- -OHE- - -0��- -OHE- --01-IE_ x27 7 S 6z OHE- -OHE- OHE- -OHE- - -OM \ OHE- OHE- OHE -OHE- -OHE Epp -0 E- �OHE -OHE- -OHE- yy 61ra -26.93 x2179 --\ \\ Ox2�.52 � \\ � x20.81 x21.25 x21.3B . lYlVlxl I I x2aj I Ij I 27.50 I \ \ x24.74 . \x x27.13 \ / x23.45 9 I \ I / / -25.47 ss1 \ s LOT 65 \ \ � I xza.3s 16,666 SF\ \ I x28.23 I I I I xz4.20 24.78 26.1b 3.541l l za.76 zs.11 LOT 95 x2 I \ I I / 25 x )98 ' I I I \ \ \ x24. 2 x2149 II II I II I x28.30 \ I \\\ xz4.0 14,974 SF x24.58 x22.27 xz2.n x2265 x23.54 25.24 x24� x2407 x2ry73� - -24.44 x25.06 x24.79 x24.20 °24d9 x25.48 x25.o I I x27.45 \\ \\ \ �- x25W xz5.44 2 / I CD\ I / I I \ I II I I \------ x26.67 \ °? EPP \ I- ----- x250 �. . . . . x28.37 x2817 + p - ---- - f- �- (I I LOT 66 y \\ I " \ - - - - \ \ I 25.08 II \ I \ \x25 --- ---- Ix 17,185 SF oti °'E \ \ 25.7 i za.aa v.9s \ I \ \ \ y za.as L. / f \ I \ x27.37 \ x2�.04 / / 17,(6 / 1 \ 19 QI \ x25.91 \--\\ \\ \ / \ y26�9 - - - �.68' \ \ \ \ \ / / xz7.3s I \ x25.43 I 1 LOT 9 vs7 \ / - - - - \ \ y \ xz5.� 7 I ( I 13,182 III I I 2ti4051 I / // \ x2\\ \\ \\ x27.30 7.97k . . I.. x25.7i�/ x27.86 I I1 x2 .65 / x30.55 x30.67-ll7 \ - - - - _ ' 1x?3"99 I I II II �1 x27.52 \ i x29.69 II `\ \ x26.37 \ xZO.Bj� ��5.64 \ =+1971 - - - -2�$- - it I x26.34' \ x25.68 1� x26.34 I 2$ I I \ \ jx2 .87 a I \ iI \ - - \ x26.37 \ \\. . . . . / /. x26.38 I I \ ' x2 3 uw rn '-------- I x30.62 / x27.65 \ 1.60 x25.0 \ ^AI26,96 \ -29.60 / -27.29 \ \ x25.79 i \ -27.54 \ \ / 21.60 1 1 ,1.7s I \ - x28.\1` \ \ / - zzso -27.85 O LOT 67 - _ I \ \\ \ \ 1 ` \ INNEGV(.4.21 A- �\ \ 16,294 SF 7 I I -27.10 \\� �/ x28.15 x2z92 \ sa / x27.3� �26.9 i \ \ \ / \ \\ \ x i/ x2�N _ - - - \ \ / / / \ \\ /-FM -FM- F \ -24.52 '23.41 27.25 \ x�_gy / / \ / / \ / \ \ x282 I \ / \ x27.46 x2a.69 \ x27.76 / \ xza.11 xzdd.sa \ \ \ x26.89 I - - - zz5z ` \\ zs.sz x2T \ \ / 26.90- \ / -'ASS- -SS -SS- -SS \ / -SS- - -SS ASS- - -SS- - � `SS-y- -SS -SS- - -SS SS - -SS SS -SS / \ f2�a \ \ � x� ` \\ \ \ -26.93 x2822 \ x 7.63 \ x26.9 i i \ 26.65 za.oa 28.16 \\ 21.21 Revision Designer GSP Scale 1° = 1 Drawn By Date GSP Morch 2018 License # fob No. P-0718 2017-0004 WYN DWATER - PHASE 9 Topsail Townshi Pender North Carolina EXISTING CONDITIONS PLAN PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 APR 1 8 2618 � r SEAL 031315 GRAPHIC SCALE 30 0 15 30 60 finch = 30 ft. G, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C- ! /1 _ / 1 4Qq N 46°33'37" A 893.39 - - - - - - 160' --- --- N LOT 342 � . I 40' PRIVATE 10,198 SF +�0 RIGHT OF WAY II I �� I --- --- --- - -- 10 - - - - - - \ 4 II I — — — — _ 160' CD \ ' O 00 LOT 343 I I 10.483 SF LOT 65 22 10o2915SF 5 I I II I / 16,666 SF II II I — 160' _ C II I 160' / LOT 95 14,974 SF II II I I / — — — — I / I I LOT 344 10,619 SF tOI `o I-� LOT 349 II II I � I`� 10,291 SF �I J i , I _ III I► _ LOT 66 y 160' / 17,185 SF I I I LOT 9 LOT 345 I ( I 13,182 I II II to to 9,578 SF ;o 9,157 SF to LOT 348 vI \ \ I - I 130' 130' — . .. / \ I' I \ ,1 p LOT 67 \ 16,294 SF \ \\ \\\'to LOT 346 \ / LOT 347 \ 10,133 SF to 9,805 SF � GENERAL NOTES: 1. ALL PHASE BOUNDARIES ADJACENT TO RESIDENTIAL LOTS TO HAVE A TYPE "C-3" BUFFER. I 2. ALL PORTIONS OF PROPERTY HAVING FRONTAGE ALONG AN EXISTING ROADWAY TO HAVE A TYPE "A" BUFFER. 1 • 1 ' I 3. ALL ONSITE ROADS TO BE PRIVATE. Q R AD EaP MAX MAX I i .c �O ! 4. ALL fOC RADII AT INTERSECTIONS TO BE A MINIMUM OF 30'. ALL FOC RADII AT CUL-DE-SAC L— - - - I TO BE 35'. ALL CUL-DE-SAC TO HAVE 40' RADIUS TO EDP. 30' R � I a I 25'RJ 35'R 25'Rf`� I I I I 28 24' 1.8' I I �T'- 4V RIGHT-OF-WAY 8 24' L8� V-V 40' 20' V-V �— I 430V'R R/VV MIN - (t0 I yAAfk 1 Q 2V 840'TO'Nab y. 1 GUTTER ABc COTTER 40' 25' R R/W VALLEY 25' R R/W 1130' R — — — — — Residential Cul—De—Sac Road X—Section ..••••°•'••b.•• v > o C4 > Modified "T" Turnaround Modified Turnaround (w/ Volley Gutter) :.•� RO�i•y.� 9 (w/ Curb & Gutter Section) ------------------ = i SEAL $ 's Residential Cul—De—Soc Residential Cul—De—Soc =. 031315,r , (w/ Curb & Gutter Section) (w/ Curb & Gutter Section) °•�6 I Q� ••� ,••• RRl S. PP••s••• 0Bii•1'8 GRAPHIC SCALE 30 0 1s 30 60 1 inch = 30 ft. No. Revision Date GSP Sale 1" _ WY N D WAT E R — PHASE 9 Topsail TownshipPender Count North Carolina SITE PLAN PREPARED FOR: SIGNATURE TOP SAIL NC, LPGSP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP CONSULTING PL1 C v J J V L E N G I N E E R I N GC_3 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442.7870 fax: 910-799-6659 Sheet No. jDrawn Date March 2018 P-0718 lob No. 2017-0004 1 11 1 4A El ►► 1 l l ►► I 1 1 Igo 111 — -— —— — -- — -- -- —— ►� Its CONNECT TO EXISTING N 46°33' 3Z" A 893.39 — — — — — — — — — — — — 8" WATERLINE PROP 2" SDR 21 W/L —W W - - W - W- W- - W- - - W - - - W - - - W - - -W - - - f ss— — —ss S Ss_ LOT 342 i I ICI 10,198 SF +CO �Ss� RIGHT OF WAY �I I I _ I --- --- --- — —�\ — OHE OH OHE— OD —OHE— ORE— S —OHE— —OHE— —OHE — — —OHE— OHE OHE— — OHE— —OHE — — OHE— —OHE —OHE— OH —OHE— —OHE— C�i� HE— —OHE— —OHE— —OHE —OHE \ 5 II 0 I N I LOT 343 1 I 10,2910,483 SF LOT 1 S / SF I / LOT 65 16,666 SF = N — — 0 I LOT 95 II II� WI � — — 14,974 SF II II I�Azi —— n I U) LOT 10,6194SF I o: o I LOT 349 / II III 10,291 SF I / Iy I o fCN II oI III I a LOT 66 yf (A — 4 I I I I I 17,185 SF oti i I I LOT 9 LOT 345 ( 13,182 III II I I i 9,578 SF i 9,,1157 SF Zn ,1 I 1� INV. 2195 RIM=26.)\ 1 1 1 LOT 67 INV. 21.11 16,294 SF LOT 346 LOT 347 � 7 I �\ \ I 10,133 SF \ / 9,805 SF �FM— — —FM— F PERMANENT / BLOWOFF F H \ \ \\ \ 3F —SS— —SS— —SS— — —SS— — —SS— —SS3G —SS— _SS__ —SS— — —SS —SS— —SS c`�-^ —SS— —SS —SS— _SS D RIM=29.90 RIM=27.83 ElL❑J INV.=22.08 INV.=23.00 Revision GENERAL UTILITY NOTES: 1. WATER SERVICE SHALL BE BUILT TO PENDER COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 2. ALL UTILITIES SHALL BE UNDERGROUND. 3. WATER SERVICE TO BE A PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY PENDER COUNTY. 4. ALL WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED TO MEET RENDER COUNTY, PLURIS, LLC AND STATE REQUIREMENTS. FINAL CONSTRUCTION PLANS WILL BE SUBMITTED TO ALL AGENCIES TO OBTAIN PERMITS TO CONSTRUCT PRIOR TO UTILITY INSTALLATION. 5. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITH APPLICABLE PENDER COUNTY AND STATE REQUIREMENTS. 6. ALL WATER SERVICES TO BE INSTALLED BY DEVELOPER AND INSPECTED BY PENDER COUNTY UTILITIES. Designer GSP Scale 1" _ Drawn By Date GSP March 2018 License # Job No. P-0718 2017-0004 7. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION. 8. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTILITIES CONSTRUCTION. THIS WARRANTY PERIOD DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED. A WRITTEN COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE. 9. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5' FROM BACK OF CURB. 10. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS. 11. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT. 12. ALL UTILITY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION. 13. COORDINATE HYDRANT DETAIL, TAPPING SLEEVE & FUTURE CONNECTION DETAILS WITH PCU AT PRE -CONSTRUCTION MEETING. WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina UTILITY PLAN GENERAL SEWER NOTES: 1. ALL WATERUNES TO HAVE MINIMUM 10' SEPARATION FROM ALL SEWER LINES, MANHOLES AND CLEANOUTS & TO HAVE 3' OF COVER AND 18" CLEARANCE WHERE WATER CROSSES OTHER UTILITY LINES 2. ANY SANITARY SEWER SYSTEM OR ANY PORTION THEREOF, INCLUDING THE PUMP CHAMBER AND SERVICE CONNECTION PIPE TO THE COLLECTION MAIN, SHALL BE LOCATED AT LEAST A MINIMUM OF 10-FEET FROM ANY WATER LINE. SEWER LINES MAY CROSS A WATER LINE IF 18-INCH CLEAR SEPARATION DISTANCE IS MAINTAINED, WITH THE SEWER LINE CROSSING UNDER THE WATER LINE. WHEN CONDITIONS PREVENT AN 18-INCH CLEAR SEPARATION FROM BEING MAINTAINED OR WHENEVER IT IS NECESSARY FOR THE WATER LINE TO CROSS UNDER THE SEWER, THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ITS EOUIVALENT AND THE WATER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS EOUIVALENT TO WATER MAIN STANDARDS WITH FOR A DISTANCE OF AT LEAST TEN FEET ON EACH SIDE OF THE POINT OF CROSSING, WITH FULL SECTIONS OF PIPE CENTERED AT THE POINT OF CROSSING. PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 TOTAL LINEAR FEET WATER PROPOSED 689 LF - 2" SDR-21 WATERLINE APR 1 3 2018 Ai SEAL 031315 GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 ft. GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799.6659 Sheet No. C-4 1 I I ` III ( ( \ ` x24,75 _ -24.08 - El/ .- - - - - _ \ /' [[ z21.40 x2301x 2JJ0 x24.iI - - - - - - - - - - ,- _ - _ _ - - - - - - _ - x24.2 x2343 x23.90 xik - - - - x23J0 x2392 x24.16 (I x2335 454 'I] Ili I o - - �pry �25 J1 x2'0 I � 1 �- � x23s5 x23,15 x2306 x24,02 x23.42 1 /tom i x23.42 x24.0 IFSTVR��Sr'r xMW x00 x25N - x21.31 x211 ��e���5 �by-- ar x25.11�34LIMITS OF x2alz IRSMb_ \ 24.96 i C6 \ \ \\ I \ - \ - C5W BOAFI I1� I 25.2 S-- -SSA \T MPORARY x25.83 91 \CIE LOT 342 LIMITS 5�s4 x75f7 10,198 SFVDISTUR 2'10E +00 x25.48 -25.65 -25.53 x25 -24.39 -26.71 - TS -z7I0P2 P x26.93 CD DI A CD \ 5 � \V)28 I `\ I I \ x27.80 1 LOT 343 I \ I I \ LOT 3 x27.13 I 10,483 SF \ 10,291 SF za.3s 5 I I LOT 65 \ z 1 \\ \ III x28.23 I I i 16,666 SF\ 1 J 'x g. 5.5411 1 x2 .76 I I \ I I \ x 7.96 II I I II x28.30 1 12652 \ 11 \\ I I I I I N LOT 344 -26.45 I \ 10,619 SF I I \ LOT 349 x24.71 c(, I II \\ II I x27.45 \\ I x2 .24\\ 10,291 SP.48 I \ \ 505 J II o\I; II 1 \\ x26.67 \\ r �E�PP _ -28.37 2a1t7 \ +- III I - x27-B2_ I o I LOT 66 y \\ - 6� 6� II II IIx27.9s 17,185 SF ° 6oti \\ I \\ f ?&'� 6 21 \\ \\ x25. TR I \ 1 x25.91 \\ 25� \ xa�.oa 28.�� \ / \\ I j. 2. -_ -'x \\\ \ \\ // x27.3 -27.57 LOT 345 / \ \ \ 25B0 I I II z o5 9,578 SF / 5W \ x2j14, LOT 348 \ \ x2J 86 I1 \ 1 / * -30.25 30. `\ x67 1 9,157 SF x2�.x27.30 \ I I I II II `<II x27.52 \ I / x29.69 1 \ \ -26,37 I .87 I I I I I \ 1 \ x26.34 I � I I 25� 25� 3 � \ \ - - �fa�illtii� x2 3' x 4x tn \ 311111 I \ �--------''�� -126. \ x29.60 25 // x27.29 76 1 -27.54 \\ _111111111iff-11111 -27.85 1 , , O \� LOT 67 r _ _ \ ffi / \ 4 16,294 SF / \ zzto \ 25 za.1s x27.92 CE xz+. -24.50 / 1 � \ \\ x24.87 3 / x 23.87 x24.94 /x24.69 x x2063 \\\ x 21,25 x23 4 EXISTS / WET DETENTION BASIN x24.78 x24.20 24, / x23.49 x 22.53 2 11 ji It / 47 -2µ73' / il x2506 x 24.49 al x z25.14. . . 2 . -�0.5 21 Eby \ d I ' x zs7 - do _ _ \ 9 / LOT 347 / zal2 l - - - _ \ 9,805 $F LOT 346 \ \ w \ \ \ x27.25 ( ix28+29 \ 10,133 SF / / \ \ x27.76 \ x27.46 xza.tt xzt�.9s x2869 \ SILT \ \ FENCE (TYP) \ \ 27 \ \ s T- \\ � ` �\ c \ ( 3G LIMITs OF 269( g 1 -SS- -SS- -ASS- - -SS- - 7-`5S�- -SS - -SS--DISTDRBA - �--ss- - -SS - -SS- `\ \gyp 7.P9 /\/ \\\\ \\ u \\ - - - x2e.11 \ x28.77 26.9 \ \ Y \\\ \ \ -28.22 x 7.63 \ \/ \\\x\1 x128.08 x28.16 26,65 � , a7 o� STORM TABLE FROM TO LENGTH ft) DIAMETER in SLOPE %) INV. DIN (ft) INV. UP (ft) RIM (ft) MATERIAL 2 1 36 24 0.30% 21.00 21.11 26.00 HDPE 3 2 279 24 0.30% 21.11 21.95 25.04 HOPE 4 3 72 18 0.30% 21.95 22.16 25.82 HOPE 5 4 113 15 0.30% 22A6 22.50 25.82 HOPE 6 1 5 1 25 1 15 1 0.30% 1 22.50 22.57 1 25.82 1 HDPE Designer GSP Scale 1" _ ' Drawn By Date GSP March 2018 License # job No. P-0718 2017-0004 WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina GRADING, DRAINAGE & EROSION & SEDIMENT CONTROL PLAN -25.47 LOT 95 11 14,974 SF / x25.60 / ( ( LOT 9 13,182 25.76 it 1x2599 x26,08 it 26.34 -26.38 \ x26.00 x25.0 zl.6o 'k 2290 JCE / -27,3� /-FM- - -FM- F / \\ -24,52 -23.41 26.89 x27.52 \ \ x25.62 S �s- - -ss - -ss- -ss -26.93 / \ / \ x26.95 1. A DRAINAGE PLAN THAT WILL INCLUDE ALL PORTIONS OF THE DEVELOPMENT SHALL BE SUBMITTED. THIS PLAN SHALL BE PREPARED AND SEALED BY A REGISTERED ENGINEER. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE THE TEN-YEAR STORM EVENT WITHOUT FLOODING OR SUBSTANTIAL PONDING OF WATER IN THE AREAS INCLUDED IN THE PLAN. THE PLAN MUST ALSO ACCOMMODATE ANY DISCHARGE FROM PROPERTIES IN UPLAND PORTIONS OF THE DRAINAGE BASIN THAT FLOWS THROUGH THE PROPERTY FOR THE SAME STORM EVENT FOR THE TYPE DEVELOPMENT FOR WHICH THAT PROPERTY IS ZONED. THE BOUNDARY OF ANY DRAINAGE AREA ON A PORTION OF THE SITE AND/OR UPLAND FROM THE SITE AND DRAINAGE AREAS BETWEEN STORMWATER DISCHARGE POINTS FROM THE SITE TO THE RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON A MAP (COPY OF 7.5 MIN. USGS QUAD OR SIMILAR MAP). ANY DRAINAGE FACILITY RECEIVING STORMWATER DISCHARGE FROM THE DEVELOPMENT SHALL HAVE THE CAPACITY TO CARRY THE ANTICIPATED STORMWATER FLOW FROM AREAS THAT DISCHARGE THROUGH THEM FOR THE 10 YEAR STORM EVENT FROM THE POINT OF DISCHARGE AT THE DEVELOPMENT TO THE RECIPIENT PERENNIAL STREAM WITHOUT OVER FLOWING THEIR BANKS. THE LOCATION, SIZE AND/OR CAPACITY OF ALL STRUCTURES INCLUDED IN THE DRAINAGE SYSTEM AND RECEIVING DISCHARGE FROM THE DEVELOPMENT TO THE RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON THE PLAN AND CALCULATIONS USED IN DESIGNING THE DRAINAGE SYSTEM SHALL BE SUBMITTED IN A LEGIBLE FORMAT. THIS PLAN MAY BE INCLUDED IN THE STREET AND DRAINAGE PLAN, STORMWATER MANAGEMENT PLAN OR ON THE PRELIMINARY PLAT, AS LONG AS THE DESIGN PROFESSIONAL CERTIFIES THAT THE SPECIFIC DRAINAGE PLAN SUBMITTED COMPLIES WITH THESE REQUIREMENTS AND THE INFORMATION REQUIRED IS SHOWN OR SUBMITTED. 2. EASEMENTS FOR EXISTING AND PROPOSED UTILITIES INCLUDING EXISTING & PROPOSED DRAINAGE FACILITIES SHALL BE PLACED ALONG THE CENTERLINE OF SUCH FACILITIES. SUCH EASEMENTS SHALL BE 20 FT. WIDE AND CENTERED ALONG COMMON PROPERTY LINES, UNLESS NATURAL OR TOPOGRAPHICAL FEATURES INDICATE OTHERWISE. 3. DRAINAGE EASEMENTS ALONG NATURAL DRAINAGE WAYS SHALL EXTEND AT LEAST 10 FT. BEYOND THE TOP OF THE BANK OF THE C+FANyEtIsu DEFINITION OF NATURAL DRAINAGE WAY), s 8 2018 1 GENERAL STORMWATER NOTES: ••••"c,R�''y. 1. ALL STORM DRAINAGE TO BE CONSTRUCTED PER NCDENR, NCDOT & FENDER COUNTY STANDARDS. ��.•' .. �!/ 2. STORM WATER MEASURES FOR THIS DEVELOPMENT WILL BE DESIGNED TO CONTROL THE POST DEVELOPMENT QUO .y9< 9 ••.: PEAK DISCHARGE FOR THE 10-YEAR STORM EVENT SO AS NOT TO EXCEED THE PRE -DEVELOPMENT PEAK = SEAL RUNOFF DISCHARGE RATE TO MEET PENDER COUNTY STORM WATER REGULATIONS ' 031315 3. BEST MANAGEMENT PRACTICES FOR E&SC TO BE UTILIZED TO PREVENT EROSION FROM OCCURRING, ••'•., Cq"K;It� ELIMINATE SEDIMENT TRANSPORT AND TO REDUCE RUNOFF VELOCITIES IN ORDER TO PREVENT SCOURING 'y,,,RRY S Pp••o•• AND EROSION. 0 }'t8fx18 GRAPHIC SCALE 4. ALL DRAINAGE EASEMENTS ARE TO BE A MINIMUM OF 20' IN WIDTH. 30 a 15 30 60 1 inch = 30 ft. PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910.442-7870 fax: 910-799-6659 Sheet No. C-5.1 "--------------- IN \ ------- ix'"i�l L� xttsal --�i �� ` \----------------- /. : :_'------------------------ '�_`-----_�'-_--_'------ - ccccc=------_--_----- //�/__- -_-_ III IIx ----- tea---- - - - - - a1HNAiF_54_--c _a _a _a_ p a a _p ='•�`�__ wl )s 23.42 '^------------------------ _----_'1-----------=-=ern. N11949 x ------_---_--------_-__--_- _ -.-- ------------------- .� I I --- ----�� 10.9) ! ! 200----------------- _ - /i / xt5Ji9-- ------ i a31 _ -----/ :� N 46'3a7' NL-89339 - - -J-z - i.w9 - - -----__- 1+f �- - --__- --- ----- ----- ---- r -23.40 / / / �+00 /Lorca -� I x2 2 / x26/32 / x26.74 / 1 •il. \ x2 \ .�� �7 -25.83 - ( gees . ' . -24.50 / x25.8 I =27.54 II i--- H i----�-f-- x 6. I °27�5�1-2f,-24 / . .3 -24,87 \\ / / I 1 I \\ �I 13+00 12+00 x23.61 / 1 +00 / _/ \ 00 x .1 5 .// \ I x23.87 \x4 05 -24.41 \ /-----2�° 725 1 I- x25.39 \ d25----_-- \ oos x 43 > also x22 ll Y� \� II I - - - - -x 25.09 - -xza zo - - - \ / ( 1" \ x26,56 2 -- _ - ���CCC e.oz 4d1159 I _y1 x24.94 24.69 5 72I -16.86 / - - x2616�1 c - 27 71 x27.94 \ - - �- ��77 EIPP x25.5' '/ V mi 9z LBr 9e2ad EIPP x26.93 a p xzo.e3 I 1 LOT 96 L r s9 Lo Im LOT 101 \ I o �7.5z DETENTION BASIN ` �?e.) !I n.zs I I' a s I �n s 2 j0 asn s I \\ LOT 102 I LOT 10 \ x � of Ids 1 I - - \I \ 1 1 14n0 ff // 446) ff 45)I ff ,. lv I \\ I PROPOSED WET / / / I / J y i 14sn s I 4sn s \ I asea ff J 9oii s I 1 I)-Az I 127.8° 2z13 a`°'.5"'ff I \\ ,'°'�„ / 7a DETENTION BASIN I 11 ( // I I, I I 1\ ` \ \ 27.66 x26.91 ( \ / 1 x25.47 I \ i j- _ 1 I �I II V x 128 III 1 -28,35 14esa l I - - - - / / 7z I xza.n `� \ DESIGN BOTTOM=14.0 xz6.so // .2�� . / IQ1p s - xzF{�D x 7sIII I \ - \ 1E010T STORAGE=13.0 1 z6.t 27.Xe 90 z7.z4 87 \ I fI II xal \ 1 I I \ I L - Lo195 - - /� 7.01 27. x2758 x28,24 I x ✓ x �v tz y7fxzzm u.9x276 / :26 45Lor 7w 41 \ x24 8.14 c+ x 6.24 \ wln a@5.48 \ -� / /( ® x27.63 I II d I I x27.4 \\ x \ =zs.m /. -,r x25.60 // 1 a Izd� �L I-T- I 26.67 EIPP I _ \\ \I 28.3 .20 II I \ - - _ - \\ J i I /��- .. 4t _- ��- 16g3 _=� 1 +�00 = _ _=1�+00 = _ _14300- _ _ = 13+00 = 12t0�1 \ s* 28.05 - \ �� LOT m \ \ L /-x26.56 , // x27.28 - - - - - &- - \ /A' \ �I I I '-' 27.99 EI \ Jx/ / x27.33 x27.42 �\\ x 20.93 II I \ I--, 1 \ \ x27.3T x 6.04 222111111 1z I I I x22.05 >A23. 9 L-1 J IIJ I- 2g0g \ x25.97 - \ \ \ \ / / x27 39 7 , / LOT w � ll' \ LOT sn \ \ x2K60 I lusts x 4 26. 9 I�2)27.57 x w 1 x lyres / / \ \2� \ x 7.x25. x 7.05 x27.39 x 7 27.Lor 1m '8 05 �gryzs \ 27. I �q _ x26.57 / x 7.06 Sd 7.51 x27.3 2a73, zs �Q 185 \ I I 45ms I I L27.03 x2 II II =2 - \ x30.5 30.671 ',l ., .-. x 6.0� / -27.43 \x3'7 9. \ 1 � - _ -�r2 . 9 x27.35 x27.45 \ x�6 x29.69 \ / - / x27.4N^27.41 27.43 x27.46 >�/3� x27.57 I I I I I \ 26.3 \ x27.87 I \ - I I 1 \\ *26. 25%-26.38 I x26.34 26.39 I I I I 27.d2\\� k xuw9z \ - x26.00 x25.08 / x 7.39 tot 91 LOT w27,07 Sa \ �" x29.60 / / ztso 1 Later 9zs xp7.27142 s )dad s 2 .15 z,185 s z s ).z� s L s LOT m x 19.42 I I \ x 26.73 627.73 1 11 xt 7.76 - - - .�� _ \ 7I LOT e9 Loi m LOT a) ) ),IA s Lasis s LOT a7 I \ \`\ / ""� x27.54 \\ \ // � �> luheat `4�.1'190 / IM 5F I I x I I x27.�de x27.214 �I I x21.04 Lor I01 \I ( 27.31 x27.85 $ 1a.za s x27.10 - \ 2-28.15� � �-90- / x21.32 27.23 x27.44 + / - x27.92 x27.36 \ ' -� / x25.42 1 27.51 x x27.11 i` \ x27.25 - - \ / \ \ x27.15 2W20 �y27�� x 19.35 I 4s,es x23.t3� 27.08 , `$ `\ / x\28-1 -\ 10.ws \ �// 9101ems\\ \ / \ x24.522341 \ x 7.ta 7x7 zs0°��7, 1 a lI II 123.94 111 1\ x27.54 ` \ \ \\\ \ x21.2 \ / 4d \\(\ x28.11 .28. 8 =28.69 \ x 7�6 \ x27. 6 \ / x - x - 1 - -x2 .3 - 1 x46 g� \ ' _/ \ - \ \ \ / ^ I x27.5'Y \ \ \ - x27.36 / ^2WOOp fN 60m C z7 ere 2 / / x z0. -. I \ x 5.62 y/..r-�.,, Z� - \ A //, >� 1� I \ x2�d, p x27.68 \ \ - J\ \ \ -25.45 \ x2 57 ItT�m \ x 7.37 27.82 x26.90 / "�I I I \xz).01 ` 7. �(\ - - - - - x2a1+ x28.77 \ / �� \ x2�`19 / f� 8.)007 1 -27.16 Ix27.29 II ��\ 8\` \ \ \\ T�26 \ \ 28.O I x22.06 1 1 \ \ \ r \ \\ 28.08 -28.16 x28.22 \ 7.63 9sr -' \\ _ \ x� x20,% xn.18 F0, tr I I . -22.37 1 x26.19 I \ \ 26.65 \ \ x 7.92 j .21 - - _ \ / / or as 27.70 I R \ IIP \ \ LOT 84 \ //� xF \ \ \ 19.645ff I 4A x28.77 x/. xzau \\ xll x27.97 \\ x24.4 \ I u.asds \ j/ 27.25 ) w\ \\ x26.73 \ 1 \ 27A4 \ I x27.60 ,_� \ \ / � a .315"---- - - ' / / \ \ \ / x I \ I \f\ I I ( / I x27, 90 \i'\ I d \\ x A // / \a/ LOT da 727.91 x28.2�. \ I/ / 28.40 �B.Ot / x25. 2 2 91 Lorm i Is,lws III{{ x21.48 / / / / \ 2 \ -28.42 LOT n Lorn LOT )4 LOT n 27.71 Lor m / LOT r8 \ \ LOT 82 -27.54 n.012 s " fI I \ \ \ Lot 69 LOT 10 LOT 15 \ n,Om ff 14.578 5F IA945 SF LOT 17 \ 12.Om ff LOT 79 LOT Or IZ240 ff O v LOT 1m / \ z,am s xam s - _ I Ii0005 s \ 27.35 / / x27,40. \ \� \g52\ \\ \I 1z.m5s I uams I Ix I x28.21 'z.ams Ix \ -T-'x I //j/ Iaams I \ I 1u.dn5ff I I cams \ x28.14 I � s94zs x 3.94 � \. x27.49 I \ 1 23,74 / 1 5 \ \` \ \ x27.34 I 28.21 ��07 x27.70 x27.78 / 1 \-ypk / x l 5 Il x I / / x / xzzaz 1x26.89 \ \ \\��2 ,35 \ x27.27 x28,27 \ x2T8i �/ 1 \\ \\ �� - a / 32.37 /x 28.44 x48A0__ \\ %6 \\�� \\`237d5 II x28.62 x28.15 \\ x 7.99� x28.30 1\ \ \\ x28.25 / 27.4 1 28.43 _ - - - - 28 T7 \ \ 26.1 25 a \\ )7.78 / 27.75 7 96 to .90 / II I x21.98 x23�lsren¢v \7.9J7.5� 1t; \ \\ \ '\ / _ x31 - - T_28.26 - 28.33 - - -28.5 - - 28.09 II II - - - - - - - - - - = = _ 27.- - - - - - - - - - 27.55 28.86 1 ( \ \\\ x2 21( x31.55 0 - I$I -INI \\ 83 \ \ \k LOT uo x28.2928.34 \ \ 42F 51 .12 x31.08 x / TLWLOT s / e49 \ \ \x \ \� -\-x28 x30.67 x2&01 -98 30 \ � x20.87 � \ / / / --- \ \ -� =089 - - __ _ _ _ = _ - - - - - x28 - _ �8.55- _ - _ _ _ __ - -� _ _\� 2545x2.15t I / / 28.77 1 3fp 8. x30.87 - - g7- -' �pg37 - - _ <- - - _35- 1 \ I � 0 x I( 37 - \ \ 727 1 �-25,22 // \ I 26.65. zs 3Y 28 /- n�_ x25.8 32+ �` / \ x .79 x27. _ x2 .37 x28.35 x 6.94 / x40543 / 1 x �` I- '- x3 g �� --�+� _ )� -I--+ -- F -F + -i t• _=35++00 -mo t `�-F �g,6 .44 ' �z9.oz x2s.3 21g.38 \ I x2113 4 a2+00 _ - _ _ 41�P60s _ 3- dS(1+00 - _ +(1p 38+00 37+00 36+00 35+00 - _ 34+00 / - - _ g 96 _� 2a. 3 / x x2 '38 x26. 8 1[[[/// / // / \ \ x 7 - x28.67 _ a28.B2_.-i�' 3�N00xZ _� / \ x2 76 x 75 0 x1n5 3 -� 1 t \ ).Fre 5FI -25.35 / / has / 24,01- AC. x2206 x26.28 \ x 20.41 1 1 1 x27.22/ / -�I x��AINAr{EAREA \ -22,42 x28.6 '2p° x2 M8*ET 23,25,28.28 x26.44(/ x DETENTIOk BASIN \'27"6a\x26.6`R6.8026.85 \ \ \ \ 06 1 / / ( �27.34 \ I \\ \ 1x2Z53 \-x28.80 \ \\ 2. 9\ 4 r2ice x2 .60 \\ x 8.95 x28.57 // x27.70 \\ 27 14 x27 "x 7.137.52 (- 27.76 \ \ \ \ 128,84 - \ - -' x28.0� -28.64 -28,98 - - I `I \ \ / / / J \ \ k7.53 \J x26.69 I x26. V6.7526.84 -?7.08 \ -27.23 / -24.36 / / \ �, \ %2j,79 x 7.05 x25.4/ / ` \ \ , I'27z„ x2 i.55/ x0Ji - \ a7 -h 81 x29.21 \ 1, I LOT w x26.08 ppiirroo J.45 / \ / I I I \ 1q 1 I4�) ff 1I,906 3 \ IZ n96V: p x29.17 27. 1 Idq-CZZ x29.79 \\ -26.19 2d 36 \\ 'J'°' 1x?2a.18 \ .42 / / / / 1 \ / 1 ` / \ \ / \ 2s.os g sa \ x27 t9.®e x�.03 xt� 5 / I �-223 \ \ �/ /� !�. / \ x28.18 j I \\ \\ x26.24 x2 .27 \ 7799��11`12.2z�.Y I �\ 2255 xZ2l'/ \ \ \� // x27.80 \ / I x28.29 \ -27.72,/ x2 .9�� , x27*27.4 44gg 1 \ P29.04 �---\ x28 T5j x27.22 I- -, x27.21 I / 81 we �+C x2720 - 740 % 27. $ I r2N6 as / �/ / I x27.5 x27.81 29,9 FNCa i 28. S9 xWE zn III I '28.50 / x29.90 xy9.62 I I I I LtI I I/ I I I I I r���I41 111 II � x28.4o\\ 29.79I // a�9s1 I HOLLIS EDDIE EARL I HOLLIS EDDIE EARL HOVEY THOMAS L GRINVEST GARDE I. \\ I I 6HO�L74S11et of ARL JR et ol 0000 4214-11e8980-0000 I t ol 4214-11-9862-0000 INVESTMENTS c et of 4 14-12-5195-00 9 I I / \ // PENDER CN Y "- ZONING' PD ZONING: PD 4214-12-5241-0000 ZONING: PD / \ .4214-12-70250000 ZONING: PO ZONING: PD Y - _ ZONIAI P !I //29.20 /7 x28.93-2�sa).A1 x 8.16 / (.&M8 / \ / I \ FNBXMO - - - EAP KENO \\-F1 &0 ?EP1P 7.as _ _ � - L- - ` \--�- ' EIR OISN EEO' aP _ i!'OSYV E - -�N975 CP -27,93 60' R/W (PUBLIC) Designer Scale GSP 1' = 60' Drawn By Date GSP March 2018 License # job No. P-0718 2017-0004 LOT 60 12Am ff I \I^ \ I 59 LT x2?'95 1]°Op 4 I}0005Y \ I x28.47 \ -27.61 \ \ x28.12 x27.3 x28.12 LOT 57 12.Om ff -28.80 I LOT 56 loam Sr x 28.941 1 1 I x 28.96 xha.9s I I I I I I CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN et al 4214-21-1626-0000 ZONING: TRUSTEE 4214-21-0755-0000 PD 4214-21-2519-0000 ZONING: PD I I ZONING: PD WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina "29.`L x28.74 28.78 LOT ss 1 LOT S LOT 41 x 28.79 12.0os s \ 12.005 s 12.005 ff x 8.66 -29.24 I \ \ I x 8.57 14 x29,73 HORN RONALD TROY et of 4214-21-2489-0000 ZONING: PD 1 \\ x27. 1 24.01 AC. x28.61 \ x2 � x28.84 DRXINAG AREA 36---I 0 WET 27 6-- \ \ / - .DE-T BASIN _ - - r \\ x2763 x23. 1 -----I J14913 zaps \I \-� or ox7763 I // LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45 12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216 L \ _ I x28.72 x�2&3811j 1 1 x29.21 -28.49 I �� \\\ I✓/\ x28. I ---- _______________ _ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27 -30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \ 1 129.27 - FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44 f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA I I I I I I MAYO REBECCA COLE ET AL DWYER MATTHEW T et of 4214-21-3472-0000 I et al ZONING: PD I 4214-21-4365-0000 ZONING: PD I I OVERALL DRAINAGE PLAN I WHALEY SEAN el 01 4214-21-5247-0000 ZONING: PD ----I----- PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 ZONING: PD 4214-20-9 I / ZONING: HALL THOMAS F JR / NASH COREY LEE I et al ' LOT 230 LOT 251 et of 4214-21-7101-0000 sdas alms \ 4214-21-6128-0000 I ZONING: PD ZONING: PD PALIOTTI JOSEPH \ / el of 4214-20-8759_0000 AN 1 8 Z018 ' a , c SEAL 031315 GRAPHIC SCALE 60 0 30 60 120 finch = 60 ft. GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-5 9 2 I `I \ \ / / / J \ \ k7.53 \J x26.69 I x26. V6.7526.84 -?7.08 \ -27.23 / -24.36 / / \ �, \ %2j,79 x 7.05 x25.4/ / ` \ \ , I'27z„ x2 i.55/ x0Ji - \ a7 -h 81 x29.21 \ 1, I LOT w x26.08 ppiirroo J.45 / \ / I I I \ 1q 1 I4�) ff 1I,906 3 \ IZ n96V: p x29.17 27. 1 Idq-CZZ x29.79 \\ -26.19 2d 36 \\ 'J'°' 1x?2a.18 \ .42 / / / / 1 \ / 1 ` / \ \ / \ 2s.os g sa \ x27 t9.®e x�.03 xt� 5 / I �-223 \ \ �/ /� !�. / \ x28.18 j I \\ \\ x26.24 x2 .27 \ 7799��11`12.2z�.Y I �\ 2255 xZ2l'/ \ \ \� // x27.80 \ / I x28.29 \ -27.72,/ x2 .9�� , x27*27.4 44gg 1 \ P29.04 �---\ x28 T5j x27.22 I- -, x27.21 I / 81 we �+C x2720 - 740 % 27. $ I r2N6 as / �/ / I x27.5 x27.81 29,9 FNCa i 28. S9 xWE zn III I '28.50 / x29.90 xy9.62 I I I I LtI I I/ I I I I I r���I41 111 II � x28.4o\\ 29.79I // a�9s1 I HOLLIS EDDIE EARL I HOLLIS EDDIE EARL HOVEY THOMAS L GRINVEST GARDE I. \\ I I 6HO�L74S11et of ARL JR et ol 0000 4214-11e8980-0000 I t ol 4214-11-9862-0000 INVESTMENTS c et of 4 14-12-5195-00 9 I I / \ // PENDER CN Y "- ZONING' PD ZONING: PD 4214-12-5241-0000 ZONING: PD / \ .4214-12-70250000 ZONING: PO ZONING: PD Y - _ ZONIAI P !I //29.20 /7 x28.93-2�sa).A1 x 8.16 / (.&M8 / \ / I \ FNBXMO - - - EAP KENO \\-F1 &0 ?EP1P 7.as _ _ � - L- - ` \--�- ' EIR OISN EEO' aP _ i!'OSYV E - -�N975 CP -27,93 60' R/W (PUBLIC) Designer Scale GSP 1' = 60' Drawn By Date GSP March 2018 License # job No. P-0718 2017-0004 LOT 60 12Am ff I \I^ \ I 59 LT x2?'95 1]°Op 4 I}0005Y \ I x28.47 \ -27.61 \ \ x28.12 x27.3 x28.12 LOT 57 12.Om ff -28.80 I LOT 56 loam Sr x 28.941 1 1 I x 28.96 xha.9s I I I I I I CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN et al 4214-21-1626-0000 ZONING: TRUSTEE 4214-21-0755-0000 PD 4214-21-2519-0000 ZONING: PD I I ZONING: PD WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina "29.`L x28.74 28.78 LOT ss 1 LOT S LOT 41 x 28.79 12.0os s \ 12.005 s 12.005 ff x 8.66 -29.24 I \ \ I x 8.57 14 x29,73 HORN RONALD TROY et of 4214-21-2489-0000 ZONING: PD 1 \\ x27. 1 24.01 AC. x28.61 \ x2 � x28.84 DRXINAG AREA 36---I 0 WET 27 6-- \ \ / - .DE-T BASIN _ - - r \\ x2763 x23. 1 -----I J14913 zaps \I \-� or ox7763 I // LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45 12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216 L \ _ I x28.72 x�2&3811j 1 1 x29.21 -28.49 I �� \\\ I✓/\ x28. I ---- _______________ _ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27 -30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \ 1 129.27 - FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44 f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA I I I I I I MAYO REBECCA COLE ET AL DWYER MATTHEW T et of 4214-21-3472-0000 I et al ZONING: PD I 4214-21-4365-0000 ZONING: PD I I OVERALL DRAINAGE PLAN I WHALEY SEAN el 01 4214-21-5247-0000 ZONING: PD ----I----- PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 ZONING: PD 4214-20-9 I / ZONING: HALL THOMAS F JR / NASH COREY LEE I et al ' LOT 230 LOT 251 et of 4214-21-7101-0000 sdas alms \ 4214-21-6128-0000 I ZONING: PD ZONING: PD PALIOTTI JOSEPH \ / el of 4214-20-8759_0000 AN 1 8 Z018 ' a , c SEAL 031315 GRAPHIC SCALE 60 0 30 60 120 finch = 60 ft. GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-5 9 2 Designer Scale GSP 1' = 60' Drawn By Date GSP March 2018 License # job No. P-0718 2017-0004 LOT 60 12Am ff I \I^ \ I 59 LT x2?'95 1]°Op 4 I}0005Y \ I x28.47 \ -27.61 \ \ x28.12 x27.3 x28.12 LOT 57 12.Om ff -28.80 I LOT 56 loam Sr x 28.941 1 1 I x 28.96 xha.9s I I I I I I CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN et al 4214-21-1626-0000 ZONING: TRUSTEE 4214-21-0755-0000 PD 4214-21-2519-0000 ZONING: PD I I ZONING: PD WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina "29.`L x28.74 28.78 LOT ss 1 LOT S LOT 41 x 28.79 12.0os s \ 12.005 s 12.005 ff x 8.66 -29.24 I \ \ I x 8.57 14 x29,73 HORN RONALD TROY et of 4214-21-2489-0000 ZONING: PD 1 \\ x27. 1 24.01 AC. x28.61 \ x2 � x28.84 DRXINAG AREA 36---I 0 WET 27 6-- \ \ / - .DE-T BASIN _ - - r \\ x2763 x23. 1 -----I J14913 zaps \I \-� or ox7763 I // LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45 12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216 L \ _ I x28.72 x�2&3811j 1 1 x29.21 -28.49 I �� \\\ I✓/\ x28. I ---- _______________ _ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27 -30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \ 1 129.27 - FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44 f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA I I I I I I MAYO REBECCA COLE ET AL DWYER MATTHEW T et of 4214-21-3472-0000 I et al ZONING: PD I 4214-21-4365-0000 ZONING: PD I I OVERALL DRAINAGE PLAN I WHALEY SEAN el 01 4214-21-5247-0000 ZONING: PD ----I----- PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 ZONING: PD 4214-20-9 I / ZONING: HALL THOMAS F JR / NASH COREY LEE I et al ' LOT 230 LOT 251 et of 4214-21-7101-0000 sdas alms \ 4214-21-6128-0000 I ZONING: PD ZONING: PD PALIOTTI JOSEPH \ / el of 4214-20-8759_0000 AN 1 8 Z018 ' a , c SEAL 031315 GRAPHIC SCALE 60 0 30 60 120 finch = 60 ft. GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-5 9 2 LOT 60 12Am ff I \I^ \ I 59 LT x2?'95 1]°Op 4 I}0005Y \ I x28.47 \ -27.61 \ \ x28.12 x27.3 x28.12 LOT 57 12.Om ff -28.80 I LOT 56 loam Sr x 28.941 1 1 I x 28.96 xha.9s I I I I I I CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN et al 4214-21-1626-0000 ZONING: TRUSTEE 4214-21-0755-0000 PD 4214-21-2519-0000 ZONING: PD I I ZONING: PD WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina "29.`L x28.74 28.78 LOT ss 1 LOT S LOT 41 x 28.79 12.0os s \ 12.005 s 12.005 ff x 8.66 -29.24 I \ \ I x 8.57 14 x29,73 HORN RONALD TROY et of 4214-21-2489-0000 ZONING: PD 1 \\ x27. 1 24.01 AC. x28.61 \ x2 � x28.84 DRXINAG AREA 36---I 0 WET 27 6-- \ \ / - .DE-T BASIN _ - - r \\ x2763 x23. 1 -----I J14913 zaps \I \-� or ox7763 I // LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45 12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216 L \ _ I x28.72 x�2&3811j 1 1 x29.21 -28.49 I �� \\\ I✓/\ x28. I ---- _______________ _ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27 -30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \ 1 129.27 - FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44 f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA I I I I I I MAYO REBECCA COLE ET AL DWYER MATTHEW T et of 4214-21-3472-0000 I et al ZONING: PD I 4214-21-4365-0000 ZONING: PD I I OVERALL DRAINAGE PLAN I WHALEY SEAN el 01 4214-21-5247-0000 ZONING: PD ----I----- PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 ZONING: PD 4214-20-9 I / ZONING: HALL THOMAS F JR / NASH COREY LEE I et al ' LOT 230 LOT 251 et of 4214-21-7101-0000 sdas alms \ 4214-21-6128-0000 I ZONING: PD ZONING: PD PALIOTTI JOSEPH \ / el of 4214-20-8759_0000 AN 1 8 Z018 ' a , c SEAL 031315 GRAPHIC SCALE 60 0 30 60 120 finch = 60 ft. GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-5 9 2 x23J2 X2 w Ix2i..N1 jII x 24,% x2342 x 24.05 20' WIDE EMERGENCY SPILLWAY- W/CLASS B RIPRAP SHELF TOP ELEV=21.0 / NORMAL POOL ELEV=20.5-� S \ \ x 24.24//// � d IIIFF I J / � FOREBAY RIPRAP ELEV=20.5 �- - SCARLET ROSE MALLOWJTIOWCARDINAL FLOWER V �������116"1 1=671 A7i"1 SEE CHART FOR # OF PLANTS PLANTED 30' 13N CENTER TYPICAL VEGETATED SHELF LANDSCAPING Revision NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE - � xz4..11 104'-24" HDPE 5 1.0% .4'x4' INLET- \ 2544 FOREBAY BERM ELEV=21.0 DESIGN BOTTOM ELEV=15.0 SEDIMENT STORAGE ELEV=14.0 J Im IN / LOT 230 9,104 SF x M2 LOT 231 9,103 SF L( 14, 4'x4' REINFORCED CONCRETE BOX OR BRICK BOX 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 - 4' MAX TRASH RACK OPENING 3 - 14.4"x24' OPENINGS RIM ELEV = 22.69 PLACE 1/2' GALVANIZED HARDWARE CLOTH OVER ORIFICE OPENINGS WITH STAINLESS STEEL FASTENERS ELEV=21.84 FLOOD POOL EL. = 21.84 10.0' 4' SCH. 40 PVC OUTLET � � 04'-24' CULVERT Q 1.0'k-J 6 EL. 21.0 NORMAL POOL EL. = 20.5 n EL. 20.5 2-I 41 24 �Aiu F:ABRIC INV. EL. = 20.45 FILTER 12' THICK CLAS r4 2 FT MIN 'B' RIP -RAP 4p d,, FOREBAY RIP -RAP ' EXTENDED BASE N.T.S. OUTLET STRUCTURE DETAIL N.T.S. L=20' NOTES: TOP OF BANK ELEV. 26.00 24" 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 14.0 IN 24 100-YEAR WS ELEV= 24.14 THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 13.0 IN - - THE MAIN POND AND 14.0 IN THE FOREBAY. w ELEV. 23.00 2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND T ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF THE PERMANENT POOL ELEVATION OF 20.5. FILTER FABRIC 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER 12' THICK CLASS SYSTEM AND DISCHARGED TO THE WET DETENTION POND. H' RIP -RAP 4. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY. EMERGENCY SPILLWAY 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED N. T. S. OU T. 6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT. 7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. SLOPE TO TOP OF I POND VARIES 3:1 MAX 3:1 SIDESLOPE 6 10, 3.1 SIDESLOPE 5 SLOPE TO TOP OF _ ____ ______ ___ ____ -EL. 21_84 - ------ POND VARIES 31 MAX STORAGE __ NORMAL POOL EL. 20.5 NORMAL POOL / 1011 SIDESLOPE L. 15. 10:1 SIDESLOPE 4. SEE STORMWATER LANDSCAPING PLAAND PLANT LIST FORN GS IN FORE BAY POND BOTTOM ONTAIL THE 10' WIDE VEGETATIIVEPLANISHELF SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) @ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS = 3,212 S.F. PLANT TYPE I QTY I BOTANICAL NAME COMMON NAME I ROOT ICALIPER HEIGHT NOTES 402 Sagittaria latifolia Duck Potato I CONT. 4" Pot 24" O.C. HERBACEOUS 402 1 Pontedaria cordata Pickerelweed I CONT. 4" Pot 24" O.C. SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F. @ 1 PLANT PER 6.25 SF (30" O.C.) =536 PLANTS PLANT TYPE I QTY I BOTANICAL NAME 11COMMON NAME ROOT I CALIPER HEIGHT I NOTES 268 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C. HERBACEOUS 268 1 lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C. NOTES. TOP OF 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. VEGETATED SHELF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY. 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. Designer GSP Scale 1" = 20" Drawn By Date GSP March 2018 License If lob No. P-0718 2017-0004 WYN DWATER - PHASE 9 Topsail Township Pender County North Carolina 1 WET DETENTION BASIN DETAILS POND SHELF BOTTOM POND BOTTOM SURFACE AREA SURFACE AREA AVERAGE SHWT NORMAL POOL SHELF BOTTOM DEPTH AREA AREA PROVIDED REWIRED POND DEPTH ELEVATION ELEVATION ELEVATION (FT) (SF) (SF) (SF) (SF) (FT) (FT) 20.5 20.0 6.0 29,622 10,888 33.673 31,800 4.5 20.9 POND CROSS-SECTION N. T. S. SEAL 031315 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 k. PREPARED FOR: GSP CONSULTING P L L C Sheet No. SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 E N G I N E E R I N G C-6 Houston, TX 77024 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442.7870 fax: 910-799-6659 713-822-3891 j, l 9 INSTALLATION DETAIL TEMPORARY INLET SEDIMENT FILTER NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL PAVED CATCH BASINS OR STORM INLETS. SILT SACK DETAIL NOT TO SCALE BAG DETAIL EXPANSION STANDARD METAL POSTS 2 FT IN GROUND (0.25" MESH OPENING) EXTENDS TO TOP OF BOX I�� 1 • I` �` 1` 1 � r• .- r NOTES: 1. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 1-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 3. PLACE CLEAN GRAVEL (NC DOT ®5 OR #57 STONE) ON A 2:1 SLOPE WITH A MIN HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. STANDARD INLET PROTECTION NOT TO SCALE NOTES: 1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40 2). ALL JOINTS OF THE FLOATATION SECTION SHALL BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED NOT BE WATER -TIGHT. 3). 4" HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT CONNECTIONS. 4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE VOLUME AND TO SLOWLY RELEASE 1" RUNOFF FOR AT LEAST 24-HOURS. Revision QM END Designer GSP Scale NO SCALE Drawn By Date GSP March 2018 License # lob No. P-0718 2017-0004 N.T.S. WYN DWATER - PHASE 9 ITonsail Townshia Pender 10, TYP. ) FLOATATION SECTION North Carolina C 2'-0' 1'-0' 1'-0' 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE TOP STRAND MIN. #14 GAUGE I-q-­4 STAY AND LINEI WIRSSMill. BOTTOM STRAND MIN. #14 GAUGE STEEL POST z 0 09 In N i 0 9 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. TEMPORARY SILT FENCE NOT TO SCALE SF9.5A TYPE 'I' ASPHALT 6' ABC STONE MODIFIED VALLEY GUTTER N.T.S. STANDARD DETAILS PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 STORM DRAIN PIPE PLAN = O% TAILWATER 1 FLOW STORM DRAIN PIPE NON -WOVEN FILTER FABRIC J \-N.C.D.O.T. CLASS B SECTION RIPRAP, MINIMUM 18" THICK, TYPICAL RIPRAP LOCATIONS LENGTH (FT.) UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) 15" CULVERT 7.5 3.75 5.0 18" CULVERT 9.0 4.5 6.0 24" CULVERT 12.0 6.0 8.0 30" CULVERT 15.0 7.5 10.0 36" CULVERT 18.0 9.0 12.0 48" CULVERT 24.0 12.0 16.0 RIP -RAP OUTLET PROTECTION N.T.S. SEQUENCE OF CONSTRCUTION 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN, SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES. 3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN DURING CLEARING AND GRUBBING ACTIVITIES. 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY. 5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS. 6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE. 7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND SPECIFICATIONS. B. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. 6' MIN.J \�7C 2' - 3 COARSE AGGREGATE OR NCDOT #4 STONE PLAN VIEW 50' MIN. i6' DIVERSION TO DIRECT RUNOFF FROM R/ ..._. r::..._._............... ._......_......_....._._..._....... SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N. T. S. s SEAL 031315 Fq 1h• RRy S p GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-7 O z m p m o p m o y am r N r-, O p 8^ 8.r•y rn <� as" NOTE: USE TYPE "E" "F" AND "G" GRATE a a0y o DETAIL DING TO FLOW. z'-11 , '1 za y O w" aADlua m 44" �IUS ZEE • D T 9 Co B I O O r- � 9 y CONCRETE ISLAND Nr I I I ~ • Oy p UNLESS OTHERWISE NOTED, P1t� Px -+� " Zcc " aF CD DH-IDJJ a I� P H¢OU ZOx ¢ CO DZO= 2,-6„ J o ¢ U Hmyzl=-4 B = - ooasz Hm-HO1�a ooymz Hm-NO-I=a I Main= n O ��oo T T op� x =m ym W4¢a-x =oDnm TYPE "G" TYPE NEN TYPE NFN p p I, j } W¢aLL= =0nom B C STD. eao.o3 FRAME, GRATE AND HOOD - wQ LL N90 2� �' QUI=-OH4 - m(zj4=O - , I 9�" QU~Op�'.N - TNOO EXPANSION JOINT EXPANSION JOINT i4jII RaDlus ' �" �D2U6 QOHOrO+ zHv��N w __ __ _ N N aim oW zx-N�mm �- (~»� OW z�vr-" A 1e" r~iI� ow O=�Z SECTION - LL SECTION - M �O�Q C9=7OOZ =OH"''Q t)'n9Z =Ocn< D D o o - z py = D y D WATER FLOW -- SAG WATER FLOW f I �9%S" z 0_ D D SECTION - AA z N¢ CL -i A A ALIGN FRAME WITH INSIDE 1 " H N j H I-1D-r •DG ,�,, 1D.r y0 I �0 EDGE OF WALL TO ALLOW ° �'{� WO C/IO •__________________________________ r WO NO p I VM. VAR. G" N 9" TO To z'-o^ r W Z FOR VERTICAL ADJUSTMENT e, p Z I`II p Z A DO 1 B 11'2 'r 10' 0" B 3'-1Y2" _ 10'-On O wALL SECTION _ ��� 1�$ 1'-e^ r T =I o L " RADIUS„ R mlUa Lax as r----------------------- SECTION PP SECTION - NN o�^� PLAN B SECTION B-B .. rl -n .� 1aN^ RADIUS j ¢ �1 PLAN z T 1�J"UMM 21� Z O NI VAR. 1'-6' M w O m FRAYE,ORATE 6 HOOD ASS'Y J " ¢ G py cr C~ 9 O m 10'-O" 3'-1Y'z" 10'-0" ¢ CO) F 9 Z °� O O O '� Z -� WATER FLOW -� SAG WATER FLOW O O Q C M Z SECTION - BB O a O C O a DO m Hr-1CIO " e 0== m� y SECTION A -A z= x m Z� _____ z= Q o _ „ _ Hz4 c O o � = TYPE 'IF" TYPE "E" TYPE I'G" TYPE - E 1H O Cl) x �L H4 C� Z O CA - - - _ 1 ° _ Q Q U Z {,: ' Q a V = 9 - - - - - - - - DEPRESSED GUTTER LINE cc Q CC D a of �' „ 0 w 0 a Z �. RAISED rFLOW ARROW 2 „ p O i DD Z EXPANSION JOINT I I I EXPANSION JOINT O V U Z O K L M K' 1 f - O cc = p RAISED FLOW ARROW A4 3'is HIGH o ¢ p 1� o cc vR1D m =Wo vRly %" HIGH ¢ Wo -09 5`� aC O H a O SEE STANDARD N0. 840.01 OR &40.02 0 Co a aEcrxoN AA z F- zQ D N v >e -� z Q¢ v ELEVATION y z U. -I lF=lV T �,I c) D Z L F 7" I N � y :7 z D Z¢ , II cm i l2 y C7 z W yz° RA°Iug s" RAoxus �E SS O F- C3 O p-' J FRAME PLAN x w 0 n 0 H4 �` 1 n -,y x w 0 D ci H4 1.9" RADIUS ,,A� GQ' x v H•H n Z SECTION - JJ (/I W = z „ N z Z CN' N 3 Irlr{L� 3r-0 N (;" J Cn T" n' - O n� J W N 0 = 'n m ZPQ�P g1N J 'Z- W CO O m I~ 1 rr 1 " L� I f 1'( I, C7 O O TI rr ,_►1 Imo- C7 O Gi O �l I I 1G 9r' V' Q (n (DjD O y I`.` �7f I _ _ R_ � Jlr R W ¢ O O 9 p II p� , II �n 11�2 .� 1142"R W u" _ -C-I D a F ri OpZG� W 0 Dc p4 It7 x v - -� - U. o hl C 1 1 �4'-+i Iw p� �" 4. O � N z e (;OP FOP O ¢ Z 11 3 LL n _ n n LL Z 2'_,1%n'L 2'- 144n LL m M 3' �Zt`�ZpN W O -T��I an 11�n 8 44" � � 12n � 1�2" n 7 " ,'`n � Z SECTION Cti P Py \S SEGt F- 3Nz"I 3r_Orr 31-g rr W oJ4: - 1..n � 1 r". I~ SPQ t1 ���'''111 i+4 �G 1 " � 5S SECTION - KK p'-„ "' " 4`�„ 1 'ISECTION A -A 7718" P HEET 1 OF 2 R SECTION - RR SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F TYPE G SECTION A -A SHEET 2 OF 2 HEET 1 OF 1 G SHEET 1 OF 1 840.03 HOOD ELEVATION 840.03 840.03 840.03 852.05 1'-6" CURB AND GUTTER 852.05 v GENERAL NOTES: z O E z FRAME GRATE AND HOODO m O CH7 BACK of CURB SEE TD.N 40. 3 USE CLASS "S" CONCRETE THROUGHOUT. H CU O O } py < <--I p OPTIONAL MANHOLE < X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ~ a < • B" B" ~ Q 4.g" ON CENTER. USE STEPS MHICH COMPLY WITH STD. DRAWING 840.85. a N-H Z E Q }� A (n o 0 GENERAL NOTES: Z x D pN.H O OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W4 BAR DOWELS AT pzy = C7 U D - Y 1,` Hti = (7 C> r O T O P,:: ,v p', ;?'.:. v p --- •0 12" CENTERS AS DIRECTED BY THE ENGINEER. LLJ a 1•-I Z m O D 6" CHAMFER ALL EXPOSED CORNERS 1. Z LL J Hti p4 z ,-I x D Y Y L USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O y x ,..� z� x I I USE CLASS "B" CONCRETE THROUGHOUT. O O y x J- =O C) m ,'p A - _ ;v, IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO BLAB W ¢Q Z LL - _ C-) m X _ X - _ - OPTIONAL CONSTRUCTION- MONOLITHIC POUR, "KEYWAY R W Q LL - T D : m W a.. ':i AS SHOWN ON STD. N0. 840.W. F V aO ,. I M4TBAR DOWELSA12"CENTERSLASHDIRTEBY THE ENGINEER. ¢O0 O O O ____ g" ',o B 6" x USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. W Z =mom - - �` - - a m D w 17 \ ' D USE FORKS TO CONSTRUCT THE BOTTOM SLAB. H x ~ Z Lu Z GG) O pr•H m '�' o FOR 8'.0" IN HEIGHT OR LESS USE 6" MALLS AND BOTTOM SLAB. OVER O ¢ - J C'�) O pry ' m w F ' I q LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, 03 2 LL J 8'-0" TO 18'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O O y Q O 9 Z \ " - ~ I' A00 TO BASE AS SHOWN ON STANDARD N0. 840.00. OO W Q D D D < .', 1 '.; QUANTITIES ACCORDINGLY. Z H4 CE 0 a D -- , -- %o i z 1 4 Cr P ro CONSTRUCT WITH PIPE CROWNS MATCHING. H H>-H j H ` +-� ; _ PROVIDE ALL Jl&CTION BOXES OVER 3'-e" IN DEPTH WITH STEPS F- H (n r PLAN X S" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r W O C0Z ' ' 3 r LLI0 CL I- - -: 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 84C BB. CL z SECTION X-X DRAWING NOT TO SCALE. O 6" �' : ADJUST THE STEEL. CONCRETE AND BRICK MASONRY QUANTITIES O TOP ELEVATION 0 o io Y TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE PLAN FOR OPTIONAL LE COVER A FRAME WBP BAR D BA" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) TOP ELEVATION C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP - - - FRAME. GMTE AND H BRICK MAY BE USED ELEVATION IS 12 FEET. SEESEE 8TO b3 STEPS- TO N STEPS - STD. NO. 840.66 TO ADJUST FRAME A B" COVER TO SURFACE - - - - ELEVATION MAX. V TOP ELEVATION W4 BAR IT! _ Cl) z t7 r - 1 i " 0 _ - `° A OLL Z O G) 1.q" 'al. UL O O Ir-I J_°. Tglr o' v P �e ~E� C7 H Z f -r OUTLET PIPE .N. m J Cc 0 O m .'.i:.Q '.'.0 T :: E�-I z 4C W ~' O Co I e - - Z O W x T B p' R-r CL x E OR F �11 F-1 Z x D- N t SECTION Y Y �? x g„ G 6" x 3 m H N x m r. A I ,+� 3a O Z" T Cn e" c 6" a y - o -1 1 INLET PIPE - SECTION 6 M a '' °` x DOWEL o I- x m z ° ° v- _ z C-C OR D-D v J O RISER HT. ° :"p D',. �. Q No x 1-` D SECTION X-X a Z a (O O VARIES . .. C Z C, S ' O O p _ g" :,:-..._.,':;:.' 1 'D': �'. o m O D Z p DIMENSIONS Me QUANTITIES FOR CONCRETE JUNCTION 10=3 p ry ¢ T L Z W x O r -1 p DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR CIE Z F x C) O 8" r SECTION J-J m . ;' v' 0 9' 4�' ."' q a I- x BARS "A" DIMENSIONS a W O r On r M g" PIPE SPAN WIDTH HEIGHT IN BOX BOX AND SLABS PIPE W.YDB. (n - WHERE W" TO 38" PIPE IS USED DDIll- _ H" H SEE NOTE SECTION M-M = CV H O i " % 8" TOP BOTTOM wLLI LB9. CU. Y08. O W = a DS WHERE 42" TO 54" PIPE IS USED x x Z EXP. JOINT D A B N N0. LENGTH E F C.S. R.C. x IT ` Nti m O Z SLAB SLAB Ff. OF NT. REINF YIN. "H" �" *.- / Z WHERE 30" TO 38" PIPE IS USED y O RISER HT. J Z ^ m (rT1 to '� f�" •B" 12" 2'-O" 2'-0" 2'-3" 12 2'. 9' 3'-0" 3'-0" O.Y87 0.187 0.186 22 0.760 0.016 0.024 Jj 3. M m VARIES '. ar:� O O T P 1 15" 2'.3" 2'-3" 2'-8" 12 3'-0" V-3" 3'.3" 0.196 0.198 0.204 24 0.902 0.023 0.036 C7 O a.. 7- O J D' J Z O e" , x 18" 2'.6" 2'-0" 2'-9" 14 V-3" 3'-G" 3'-B" 0.227 0.227 0.222 30 1.065 0.033 0.049 Z V W 9 W ,a1 e4 24" 9'-0" 3'-0" 3'-3" 18 3%9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 fill W' A .r9 A ° 30" 3%6" 3'-8" W-9" 18 4'-3" 4'-8" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127 ;q 36" 4'-0" 4'-0" 4'•3" 20 4%G" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178 a '� .'°. 8" " 42" 4'-8" 4'-8" 4'-9" 22 5' 3" 5'-8" 5'-8" 0.560 0.560 0.970 77 2.878 0.180 0.249 48" W-4" 5'-4" W-3" 26 8'.3" 6'-4' 6'I;; 0.743 0.743 0, 407 111 3.623 0.295 0.917 WHERE 42" TO 54" PIPE IS USED � � ?` �o.: �'',•:. D'.:.,,-, °..:.,,. � ,e;:7' � .'v :,:o ':: :o'::::o' SECTION Y-Y 54" s'-1o" s'-1n" s'-e" 2e a- 6'-m" e'-1a" o. ees o.ees o.444 1ze 4.2es o.zw p.40'DETAIL SHOWING METHOD So" 6'-s" ;,-a" e'-9" 30 7'-9" 7'-e" 7'-e" oaz 1.Dax o.4e1 Ras s.oeo 0.367 .49sEET 1 OF 2 OF RIS CONSTRU T PLAN PUN SHEET 1 OF 2 SHEET 1 OF 1 840.0840.02 840.31 Be"7'-1"7'-1" 6'-9" 32 V-10" 8'-1" 8'-1" 1.210 1.210 0.518 169 5.917 0.444 .589 840.31 Z m Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. z p m „ , „ UI O PRBYIBE ALL CATCH BASINS OVER W-S" IN DEPTH WITH STEPS 12" O Nti }►-1 Y[ $ -6 H % 1 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 640.66. H } I•-N' z 11-L" I Q 9 Z OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR M4 SAN DOWELS AT a a 3 CA O 1" DEPRESSION N II 'e z = O f1 D M O 12" BE AS DIRECTED BY THE ENGINEER. ¢ NJ O m N I rl I 'I '�\ 1 �r5,,�� III- 1 F LL --I a ,.., z rrH1 O 1 USE FORMS FOR THE CONSTRUCTION OF THE eorraM SLAB. LL J O py ' H-H 9 'tl I LJ 1m-1 Z x n 1 -7'p 1 -7 j� H 1 O O (n x py Z x D I I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O a U) x z O I I w !� Z LL ^ L7 O (') 1 AS SHOWN ON STD. NO. 840.00. W LL x��>m = T-G o G _ E E a�7=oHx" =m(z;vC) FOR 0"18NOEIIN H OR T9�9N�a "S`�I ao�W ADJST" g C00 c 6 Q TD z x -0O -n i\1 `* o (a I (j F ~ zLL o W Z p=y •71 X - - - - - - - I X QUANTITIES ACCORDINGLY. F ~ zo W • O o Hr•I M ` _ O ' - _ - _ 1 _ - = O py a O n, F-1 A CONSTRUCT WITS PIPE CROWNS MATCHING. ¢ O 1y Q n 2 Z _' 0 N I z V) ¢ � � D INSTALL 2" WEEPHGLES AS DIRECTED BY THE ENGINEER. Z 1Cny ¢ D D N C� � D INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A F.> ply 0 I W N C / I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. d Co Z II ' O 2 vl- - - J m CHAMFER ALL EXPOSED CORNERS 1". ' G SECTION G - G '� ��-H L _ _ _ _ N DRAWING NOT TO SCALE. LV-4W ,I 4W F� I INCREASE THE SIZE OF THE B" OPENING TO 8" MAX., AS DIRECTED BY THE ''LL ENNIINEER 6Y AWING 2" TO THE WALL BIEOXT PROVE THE TOP ELEVATION- ADJUST -n PLAN OF FRAME U Y 2" WEEP HOLES QUANTITIES ACCORDINGLY. Z y 1'-74•§" 1'-7h' CAST IRON T C D N a PLAN 2NDIF RED D. y M o m PLAN OF GRATING ¢ LLI o m m F T°` B A8 G TOP SLAW a ¢ m 21_31 n'a z CAST IRON OLL CC Q m M TOP SLAB TOP ELEVATION ka BAR Z TOP ELEVATIO GUTTER LINE U. /� = Z y l.7 r O = OPENING B"" W4 SARI Z - -G"" \ W OL -1 M f/) rr n rr a a Z a N M CA e B 8" eo TOP ELEVATION Q O CL 0 co 1/8 1/fB � ¢ a O _q Z 1 ¢ O Z I , rr , n , D , rr O W 03 S y0 B" A B" x I i ti*2" CLR. 10i`2" O O OD PIPE WALL G�5 I II 3'-34d" 2' 3 " Q �3 � 50 i I 4"CLR. ((THICKNESS VARIES Cr a = O 18 -�"II 2 s Z U. O � O p m m _ � - (MIN.) k4 BM 2 ZDo -� m a Z SECTION H-H I„3 2'H I v IIrN I co J y HxD4 SEE NOTE I =� cN a C7 z I I-� - J I t` IJ- -� H04 Z = m 6z'D SECTION X-X SEE NOTE SECTION Y-Y PART SECTION Y-Y O r G% ®_ J M N~4 O SNOWING DETAILS AT OPENING J W z a o 2YBN �� 24' z IL 3 x o z p I rl N N I �` II N N W O w D7 3% MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT, H) O LU W (� DIM'S OF BOX M PIPE REINFORCING P 6 SOT. SLAB CU. YDS. CONC, TOTAL QUANTITIES DEDUCTION 8" THROAT O y O O > PIPE SPAN WIDTH HEIGHT BARB - X BARS - Y BARS • Z DIMENSIONS IN BOX BOX ■ SLABS ONE PIPE gpTHRO 0 y D A B H NO. LENGTH NO LENGTH NO LENGTH F 0 TOP SLAB am. aw NkLu". Nf 0. NOW. 1NIN M 0. a. R.C. YO T- 3'-6'I 2'-6`" ¢ M 12" W-B" 2'.3" V-10" 4 3'.0" 8 4'-3" 2 4'-3" 4'-8" 3'-9" 0.181 0.271 0.250 27 t.G46 0.015 0.032 0. "a O 1 UL Z 15 3 -6 2'-3" 2'-1" 4 9 -° S 4'-9" 2 4'-3" 4'-8" 3'-3" 0.181 0.271 0.260 27 1.106 0.023 0,036 0.048 O LL 18 4 -0 2'-8" -1-7- 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 9'-e" 0.228 0.940 0.284 95 1,979 0.033 0.049 0.059 ••WWWWNB NI/IIW SECTION E - E SECTION F - F 24" ,'.D" 2'-8" T 10" 5 3'-5" 7 4'-9" 2 4'.9" W-0" W-8" 0.226 D.34D D.284 95 1.521 0.069 0.GB5 0.053 Ro<;'y. 30" 4'-0" 3'-6" W-4" 5 4'-3" 9 4'.9" 2 4'-9" 5'-0" 4'-S" 0.270 0.417 0.315 43 1.918 0.002 0.127 0.053 •• e SHEET 1 OF 1 SHpEET 1 OF 1 SHEET 1 OF 2 36" 4'-6" 4'-0" 3 -10 5 4'-e" 10 5'-9" 2 5'-3" 5 -B 5'-0" 0.340 0.510 0.352 51 2.380 0.132 0.178 o.Ose SH840.041 EET 1 OF 2 �.•• dd-- •9 �iE 840.18 Q4O. 1 841 48" 5'-0" 5 4'- 0" 5 5'.9" 13 V 2 5'-e" W-O" 6'-0" 0.444 0,686 0.407 88 3.no 0.295 0.317 O.a68 84O.04 X Q�O r91� X SEAL t 031315 ° 6°''ti6�RY S. QP�a• 03%x99xi�'18 No. Revision Date By Designer CSP Scale SCALE NO WYNDWATER- PHASE 9 TO sail Township Pender Count North Carolina STANDARD DETAILS PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 G S P C O N S U LT I N G, P L L C E N G I N E E R I N G 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910 442-7870 fax: 910 799�i659 Sheet No. C=8 Drawn By CSP Date March 2018 License 4 P-0718 lob No. 2017-0004 F_ VICINITY MAP \� 9P,v lF, ( 4 SITE Z� TEA S / zy�_' /0 r T OG P VICINITY MAP (NTS) LEGEND DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL --------------------I 5' CONTOUR INTERVAL - - - - -- - - -- - PROPERTY LINE ROADWAY CENTERLINE -- RIGHT OF WAY LIMITS - -- ... .... -"'-'•'-"'-"'- EASEMENT LINE - -- - CURB & GUTTER ---____-__.__._.__ SANITARY SEWER FACILITIES----4�-� STORM SEWER FACILITIES -- - --- WATERLINE ---•- •---^----•—.—.—._ FIRE HYDRANT ASSEMBLY WATERWAYS -...-... -... _...®... ..._ N/A PROPOSED x PROPOSED LOT AND S.F. 5,000 S.f. OPEN SPACE LABEL Q STREET SIGN OPEN SPACE 404 WETLANDS BUILDING SET BACKS PRIVATE SANITARY SET BACKS FLOW DIRECTION PRELIMINARY PLAT FOR PENDER COUNTY, NORTH CAROLINA MAY 2016 IP I� ; 14�I�J ----------------;_—_• —__✓.j i.-_ — - - - a �__ =__ f Q .. 1 ��_i_-y�_l am � I ���� , a a E-.-- a �` ' n— -�_ �l _ _--1'��._...i 1 T,• ........r�a, • f i 1 ( 1- -1 laws s?aa ^- it ' f ` ' i F.�"'.a�.1ia•!�c��' j`�"�'tl,�i �.�I��'�''-�'I�?-�•�I�l�:.i�i�! ( /`�`l---- _ --�---- - - --�------- —�1 Fs ..� i y, - - -- DEVELOPE RTOWNER SIGNATURE TOP SAIL NC, LP 9337B KATY FREEWAY #377 HOUSTON, TX 77024 PHONE: (713) 822-3891 PREPARED BY: ON GSP CONSULTINGRUC ENGINEERING 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 License # P-0718 INDEX OF SHEETS SHT C-0 COVER SHEET SHT C-1 GENERAL NOTES SHT C-2 EXISTING CONDITIONS PLAN SHT C-3 SITE PLAN SHT C-4 UTILITY PLAN SHT C-5 GRADING, DRAINAGE & EROSION & SEDIMENT CONTROL PLAN SHT C-6 WEST CRAFTSMAN WAY PLAN & PROFILE SHT C-7 WEST CRAFTSMAN WAY PLAN & PROFILE SHT C-8 N. LAMPLIGHTERS WALK PLAN & PROFILE SHT C-9 WET DETENTION BASIN DETAILS SHT C-10 STANDARD DETAILS SHT C-10.1 STANDARD DETAILS SITE DATA TABLE -11 GENERAL NOTES: 1. PENDER COUNTY PARCEL NO.: PIN 4214-12-8251-0000 2. TOTAL TRACT AREA: 8,889,076 SF = 204.07 AC.t PHASE 2 AREA: 1,074,326 SF = 24.66 AC.t 3. ZONING: PLANNED DEVELOPMENT (PD) 4. A PORTION OF THIS PROPERTY L WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP #3720420400J, EFFECTIVE DATE 2/16/2007 AND FLOOD INSURANCE RATE MAP #3720421400J, EFFECTIVE DATE 2/16/2007. 5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION. 6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY THE USACOE. GENERAL NOTES: 1. OWNERSHIP REFERENCE: �i D.B. 4379 P.G 330-346 PLAT # 16 PG. 73 & D.B. 4604 P.G. 1703 2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD). 3. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. 4. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS. 5. INTERIOR ROADWAYS FOR PHASE 3 ARE TO BE PUBLIC & PRIVATE. PUBLIC ROADWAYS SHALL BE DEDICATED TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 6. A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE. 7. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY PLAN IN ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS WHICH INDICATE A CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY THE PLANNING DEPARTMENT AND IN SOME INSTANCES MAY REQUIRE PLANNING BOARD APPROVAL. 8. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE. 11. WETLANDS IMPACTED WILL BE MITIGATED IN ACCORDANCE WITH ANY REQUIREMENTS OF APPLICABLE STATE AND FEDERAL PERMITS. 12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REGULATIONS. 13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY TYPE OF DEVELOPMENT. SINGLE FAMILY DEVELOPMENT STANDARDS: MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS: AREA IN (S.F) 12,000 SF (W/SEPTIC) FRONT - 20' 5,000 SF (W/SEWER) REAR - 20' MAX USABLE LOT AREA (%) 95% SIDE - ZERO LOT LINE MIN LOT WIDTH (FT) 70' (W/SEPTIC) (10' BETWEEN STRUCTURES) 40' (W/SEWER) CORNER - 15' MIN CHORD AT ROW (CUL-DE-SAC) 30' ANY PERIPHERAL PROPERTY LINE MAX BLDG.. HT. (FT) 38' STRUCTURES - AS PER NORTH CAROLINA STATE BUILDING CODE DEVELOPMENT DATA: PHASE 2 AREA: 1,046,055 SF = 24.01 AC.t AVERAGE LOT SIZE - 11,928 SF AREA OF LOTS PROPOSED - 751,457 SF = 17.25 ACt AREA OF ROW PROPOSED - 125,762 SF = 2.89 ACt TOTAL PROPOSED ROAD LENGTH - 2,394 L.F.t PROPOSED BUA - LOTS - 258,436 S.F. ROADS - 81,199 S.F. SIDEWALKS - 7,400 S.F. FUTURE - 60,300 S.F. TOTAL - 407,335 S.F. (38.9%) APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION ��✓1 Ls2 ,,su > y' �' EGE1V DEVELOPMENT NOTES: SEAL - 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE e o 031315 ° PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. ° ° FNGINE�•°°� 2. REGULAOJECT TIONS. SHALL COMPLY WITH ALL CITY, STATE & FEDERAL °o,1'�RRI'°S0** e? ' NOTE: 030'ftVd fs ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE STATE OF NORTH CAROLINA PROJECT NAME: WYNDWATER - PHASE 2 GSP CONSULTING PROJECT #: 2014-0002 COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED 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 ASSMATED WITH OR REFERENCED IN THE RECORDED EASEMENT. GENERAL NOTES: 1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEYS BY ATLANTIC COAST SURVEY, PLLC (P-0822) AND OTHER AVAILABLE INFORMATION. 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 U11UTIES 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 UNES, ETC... 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER 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 CAROUNA ONE -CALL CENTER AT 1 (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB do GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOUTION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL 8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES: 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING UMITS. 2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF ANY GRADING ACTIVITY. 3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 6, ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. 7. ANY EXCESS MATERIAL REMOVED FROM STE MUST BE HAULED TO A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. Designer GSP Scale Drawn By Date GSP May 2016 License # job No. P-0718 2014-0002 MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE STABILIZATION NOTES 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. PERMANENT SEEDING SCHEDULE - MIXTURE 5CP SPECIES CENTIPEDE GRASS Seeding Dates MARCH - JUNE RATE (LI3/ACRE) 10-20 Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TEMPORARY SEEDING -LATE WINTER/EARLY SPRING WINTER AND EARLY SPRING SPECIES RATE (LB/ACRE) Rye (GRAIN) 120 *ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) *OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER SPECIES GERMAN MILLET FALL SPECIES RYE (GRAIN) Seeding dates _t ' COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Maintenance REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WYN DWATER - PHASE 2 ITonsail Township Pender North Carolina GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. 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. 3. 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 FLAG MEN 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 NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. SITE NOTES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. Z THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE STE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION UMITS" BROOM CLEAN AT ALL TIMES. 8. 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. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTIUTIES. 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. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL STORM SEWER NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS, PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS. 3. ALL STORM SEWER PIPES TO BE HOPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED. 4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, 7 DAYS NONE DITCHES AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS NONE (EXCEPT FOR WITH SLOPES 14 DAYS PERIMETERS AND HQW FLATTER THAN 4:1 ZONES) GENERAL NOTES 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 GROUND, 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. UTILITY CONTACTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-800-632-4949 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE ECEIVE M;A,V v J 2111� BY: PREPARED FOR: C O NSu �T i ND I L C SIGNATURE TOP SAIL NC, LP GSP 1- GSP , r 9337E Katy Freeway #377 E N G I N E E R I N G Houston, TX 77024 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 713-822-3891 SEAL 031315 S. 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"Minimum Construction Standards for Subdivision Roads." 3:1 MAX. 3:1 MAX. SLOPE T 2' SLOPE TO GRADE 2'-0' 7-0' TO GRADE VALLEY 5' ABC .5'SF9.SA VALLEY GUTTER GUTTER Local Residential Road X-Section (w/ Valley Gutter) WEST CRAFTSMAN WAY 2'-0- VALLEY GUTTER z-W VALLEY GUTTER Residential Cul-De-Sac Road X-Section " (w/ Valley Gutter) NORTH LAMPLIGHTERS WALK 25'R 35'R I I i Residential Cul-De-Sac CAPSTONE VENTURES LLC 1214-22-7567-0000 ZONING: PD N 46'33'37" W 1,560.7' 132'- - 55' 55' - 5555' 55' 55' 55' 55' - STORM DRAIN Ems_------------- ---- ----- ----- ----- ----- -----I -----I I--- _z-1 - - -I STORM DRAINAGE / I I I I I I I I I I I I I u1 EASEI \ EASEMENT / I I I I I I I I I I I I 1 1 I I I>- / \ II II II II II II II II '1I< II -- \\ I I I I I I I I I I I I I I I I W yp / \ ` LOT 96 I LOT 97 I 1 LOT 98 1 1 LOT 99 I I LOT 100 l I LOT 101 I IO2 I I 1 1 .� I? --------------- I I \ ,ry / / / \ \ I I ' I I -6I 1 118,571 SF tI p,571 SF 118,571ILOT 1 SF 118,5711 SF 118 T S . IR)T 105 j ti / \ \ 15,470 SF 8 467 SIB 8,571 SF g 571 SF I LOT03 LOT 104 I I I I I I I I I I 037 SF I j I I I 1 1 I I I I I � I� III I LOT 65 I 16,666 SF I N I / \\ ` - I I I I I I I I I I I I I 11 IU) LOT 15 "' I / \ `� I I I I I I I Q 110,401 SF I I FUTURE \ I I I I I I I I I I ----------------I t2DEVELOPMENT / PROPOSED 8 / 14974 SF /� `--� I_---J I_---J I___-J I-__-J L --__I L _s,�g "�_J !I N j WET DETENTION I / 34.2 - - 60,300 SF OF ,� BASIN I I --- -- - " i - - - - - - - - - - - - - - I FUTURE BUA - - " r7I I - - -- -- --- N 4 t4-I ,. ! I I I I II - -5�00 I - 8 11\6"Z+ ------_---+79.0 16+ 40' PRIVATE- ROW LOT 66 JV 17,185 SF I \\ 1\ --- --- - - -- --- 17. 10 94 I \ \ 3O~ 1-----------------1 I \ 13,,1f----r----1 r--- 182 SF ` - � ----- ----- -I 1-- 31.2 \ � 1 I 1�--- � 1 1 \\ I I � t 11- - - - - - - - - - - - - - - I \�-- \\ i� 1 1 I I I I I I I I I I I Ld I LOT I \ e 1/ LOT t 1 I /� LOT 93 1 j 7,0349SF�'I 17,2� 99SFrl1 LOT l7, 649SF �I 1 LOT 17; 868SF 117E 08OT 8SF ) 17L230OT 8SF I 1 71,2 3OT 86 9SF 1 17,115985 16,545 0 rySF i t 1 LOT 67 I V / 9 444 SF �� I r l I I I I I I I 1 16,294 SF I ISTORM DRAINAGE STORM DRAINAGE I II EASEMENT EASEMENTI-- ----- ----- -----J L----J L----J L-_----------------1 I I------- 1----J I_1 70' 70' 70' 70' 70' I 70' 85' 40' 75_ 70' W. 32»_ 23' 49' 6 - 55' 55' 55' 55' f \------- ----- ro 68' - 53, --17 ----- o. - - - - - - - - - - - - - -I - - - - - - - - - - - - - - r - - - - - r - - - - - r - - - - - r - - - - - \ I I I I I 4 RAINAGE, SEPTId I � I-----t � r------------- r I I I I I I I I I I I � r- LO7 13 i 4,852 S 1 ! i ! i ! ! I I LOT 14 r r 22,953 SF I I r \ I I I I I I I I r r / 2 \ I I I I I I I I I I I I I I& PEDESTRIAtJ I I I I I I I I I I I I I I I r. ,. � 5R\ 1 - -_- cb \ ICCESS EASEMENT1LOT 68 I I I I I j j I I I I I II LOT 84 I I 19,643 SF 14064 SF i gv r,r/ r �" LOT 69 I I LOT 70 j N I LOT 71 j � 1 LOT 72 j^ I LOT 73 l � I LOT 74 ^ j LOT 75 I n I LOT 76 I n LOT 77 1 T` I 1 M I 1 M I I I LOT 81 I' LOT 83 I �I I 79' r r LOT 42 1 12 005 SrI 14 IN LOT 78 I- LOT 79 I• I I - 1 LOT 82 i�I 1 \\ ! l 12095 SFt 1 12,005 SF I 1 12,005 SFI I12,005 SFI 1 12,005 SFI- I I- I ,578 SIF I�I I 1 12,845 SF I.I I I LOT 80 I1n I n 12O1. SF I 13,130 SF \ I I I I I I I I 12,005 SF I� Irl 111,438 SFI 112,005 SF 1' 1 12,240 SFI I / ' \ I I I I 112,005 SO ^ I I 111 438 SFI I I P \ I I I I I I I I l I I I I I I I I 1,12-1419'' ypxpp I I I I I I I I I I I I I 1.9'00 �I �s I I I I I I I I I i E L- I I I I � 39' � I I I I I I I I 1 I I I � ` Err rr LOT 41 l \ - ----� I-----j 1-----1 1------- 1------ L----J i-----1 L-----� L----J L----J J g:S i 2 ., \ r ,- `\ 73 y\x� \. G�, r 12,287 SF I \ ' - 70' _ _ 70' _ _ 70'- _ _ 70- _ _ 7g _ _ _ 85' _ 40' _ 75' 70' 70' 70' 70' 70' 72' - _ / \I f \ --- --- --- --- --- --- 43 oo �� - �� - -�-+ - -�-� - WEST CRAFTSMAN WAY _ q I I \ 42+00 41+00 40+00 39+00 38+00 37+0037+00 (�I C ROW) 36+0 35+Oif' 34+00 33+00 WI I I 1 r' I I I I l I I I OT 4G rI -----I I -----I I- ---tI I Ir ----I 1I I I I I I l � I I 4,5,906 Sr i i 0= I I I I I I I I I I 1 I I I I I I I o IN I I l 1 I I I I I I I I I I I I I I I I I 1 I I I 1 I I 1 1 1 1 1 1 1 I -K 1 1 1 I Z 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LOT 44 �D LOT 43 1 1 1 1 1 O I LOT 64 I 1 LOT 63 l rnl I LOT 62 I , I LOT 61 N LOT 60 N LOT 59 N LOT 58 N LOT 57 N LOT 56 N LOT 55 N OT 54 N I LOT 531 iv I LOT 521 iv I LOT 51 1 I I l I LOT 47 1 I I I I r` 18154 SF=1 0 776 SF I I I I I- I I- I I- I I- I I- I I- I L I- I_ I_ I I I I 1 I I n n n n n n n I. I 1 I I I N I LOT 50 N I LOT 49 N LOT 48 I N l iv I LOT 46 I N I LOT 45 1000 I I m 118,485 SF 1 114,897 SIF 1 112,905 SFI 1 12,086 SO �I l 12,005 SFI �I l 12,005 SFl �I l 12,005 SFI �I 1 12,005 SFI �I l 12,005 SF1. I 1 12,005 SF" �I 1 12,005 SFl �I I 12,005 SFrI 12,005 SFrI 112,005 SIF I �) 112,005 SF 1 �I 112,005 SIF l �I l 12,006 SF I rl 112,287 SF 1 �I 13,338 SF I �I 115,444 SF I l I I (V I I I I I I I I I I I I I I I I I 1 I I I I I 1 I . I l 1 1 I I I I I I I I I I I I I I 11 I I I I l 1 I I I I l l I I I I I I + I I w 1 I I I I I 1 1 1 1 I I I I I I I I I N 1 I I 1 1 1 1 I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I I I I ILL I I ¢ I I I I I I I I I I I I I I I I I I I I 1 I 1 a 1 I I 1 l 1 I I I I I I l i I I I I I I 11 L---__ ---__J (-_--_ L---__----� -- L--___1 L_-_-_I L-_-_J - - J L - L----_I I_____I I_____I L - I I_ -___I I _ --__ I 70' - - 70' 70' 70' 70, - 70' - 70' 70' _ 70' 70' - 70' 1 70' 70' _ 70' 70' 70' 70' 7G' 70'- 70' 7G' 70' 6'0832_ S 4'" E 1,470.0' T T - I I � WALKER STEPHEN t SOBCZAK DAVID T I I I I I I I I 4214-21-7092-0000 ZONING:PC 421460000 PITrS et al J ZONING: PD I I I 1 I j 4214 ZONING: PD i I I HOILIS DURWOOD J et ai CRAWFORD JASON BENTON JENNIFER DEANN MAYO REBECCA COLE ET HALL THOMAS F HEARTS EDDIE LEIS EDDIE I R1- I 4214-21 1626-OOOG TRUSTEE I HORN RONALD AL et I DWYER MAT HEW / HGLLIS EDDIE EARL EARL -ARE et al of ZONING: PD 4214-21-2519-0000 TROY et al 42i4-21-3472-0000 2 T et al WHALEY SEAM NASH CGREY LEE I JR et al I JR e' al et al I 4214-it-8980--OOGO �2�� '1-9862-000G 4214-21-0755-D00D 7 ( ZONING: PD I 4214ZONING:aPD D00 ZONING: PD I 4214ZONING:6RD OQD t 01 et al _ 4214ZONING:DiDGOGS FENDER C. TY 4214-11-7997-0000 I Z^NINC: PD ( ZONING: PD i I I 4214-21e5247-0000 I 4214-21--6128v-0000 I PD 4214-12-7025�0000 ZONING: PD ZONING: PD I ( ZONING: PD ZONING: PD 1 ZONING'. C I I I I ECEIVE .y DORAL DRIVE R.1693 - - - - --- - -- - -- - - -- --- PALIOTTIdOSEPH - -- 60' R%W (PUBLIC) _ -'` _ % et I 4214-20-8 ZONIN e � C �C Designer GSP Scale 1" = 60' Drawn By Date GSP May 2016 License # lob No. P-0718 2014-0002 WYN DWATER - PHASE 2 IlTogsail Townsh Pender North Carolina SITE PLAN PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 MAHAN TOM al 4214-30-0773 ZONING: P Rp ••. 5 i P ,• 6 1 inch 60 ' GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-3 _ 1= f - - - - N 46'33'37" W 126 32.80' 2" BLCN)FFFOR FuMnr _ - 55- - -- -- SS'- - � ss ss- CONNECTION w - - - - W - PROP 8" SDR 21 W/L! W 8"X6" TEE z I I 1-8" VALVE J I I 1-6" VALVE I I X I;I o I I I I Z) I I m I I I I (V I;I N I � a I I 3� I 1 15' PUBLIC UTILITY I EASEMENT I I I I I I I I I I I 131 I I I I I I I I I I I;I I I I I I I I I;I I I / I POTENTIAL OFFSITE / I DRAINFIELD AREA / 3 / I � 250.14" `�. M� k15' PUBLIC UTILITY NI cd 01 GREENWAY CARDI {pNVESTMENTS HOVEY THOMAS L I 4 et aI 42 -12-5195-C 1 0 4214--12-5241-0000� ZONING: PD 1 ZONING: PD _OWOFF 860.59 FUTURE IECTION _SS I TEE_ SS___� I -----------------I I II I I LOT 65 II I 16,666 SF I II I '-----------------11 I IN to __ __________ ___ / II 1 FUTURE I 0D 1 II I DEVELOPMENT 0 I LOT 66 D- 17,185 SF 11 I 11 I I - I \-------------- 1 II I 1 \\ LOT 67 II I T \\ 16,294 SF \ //-FM- \ \�______________11 I 15' PUBLIC UTILITY 1 - 1 - - EASEMENT -------------- ------------ - - --------- j - ss - - ss ss --------------T -----i ----- I I I j I I j 4�' JAINAGE, SEPTId 1390.44LLI 1810.4V - z ---- - - - - - - - - - - - - - - - - -----I ----1 1----- // � II II II II II II II 11 IIQ II I iz LOT 96 LOT 971 I LOT 98 1 I LOT 99 1 1 LOT 100 1 I I I LOT 102 I I LOT 103 I I LOT 104 I 1z / \ \ 15,470 SF I 8,467 SO 8,571 SF 1 8,571 SF 1 1 I ILOT 101 I I III 1 j�OT 105 I I III III I I18,571 SF I18,571 SF I I18,571 SF 18,571 SF 8,589 SF 0 1 1 I Ii37SFl // vvv II II II II 11 II II 11 li I IU) I_01 15 I 1¢ I 110,4C1 SFI LOT 95 ! - \__J I____J I____J I____J I____J L-___I L_86NNEef T6-E*s-T}NeJ lax- i t 14,974 SF // FIE HYDRANT WA REMO BLOWOFF A SEMBLY I / 40LFofP I / " SDR 21 D SS iss ----__'� 1-2 VALVE # F I 16+00 15+00 14+00 13+00 ` LOT 94 \ / 2" BL WOFF I ` 13,182 SF ` / /- A f------- Q ----- ----- r----1 ----I 1-- \ T /�- I r \\ // /15' PUBLIC IIIT�OT 92 I I 1 I I I 1 1 I I I I LOT 86 1 1 LOT 85 j LOT 16 \ LOT93 EASEMENT 1 j 7,034 SFI 117 2079 SO 117, 64 SF 1117,�86 SF 111714 88SF 1117,230LOT 8SF 1 I 1 7 253 SFI I 1 7,159 SF 1 1 6,545 SF I I �� ---T;IFT 9,444 SIF III I I I I 1 1 I I 1 1 1 1 I I I TQTATION \\ /// /// j l 1 1 1 1 I I I I 1 1 1 1 I I I I --- 1 ----_J L- 1 1 1 1 I E=-- ------ ss ss J / -------------- -----1 r----- - - - - - r----- -----1 r - - - - - f-----�-------I r - - - - - - - - - - - - - - I& PEDESTRIA \ I I I I 1 I 1 1 I I I 1 I I CONNECT TO EXISTING 1 I 1 I 1 I 1 I 1 I I I f� I 1 I I I I I I 1 I �u1 19643 SF 1 / eb `\ LOT 68 I I 1 I 1 I I I I I I I CCESS EASEMENII I 1 I I I I j I 1 I I I I LOTWA REMOVE BLO \ \ ,1 I 1 I 1 I 1 I 1 I I I I 1 I I I I I I 1 1 I I I I I I I I I I I 14, 064 SF LOT 69 1 1 LOT 70 j I LOT 71 1 I LOT 72 I I LOT 73 1 1 LOT 74 I LOT 75 I I LOT 76 I LOT 78 I 1 LOT 82 1 I e / ere `- A� I LOT 77 I I I I LOT 79 I I I 1 1 I LOT 83 I I �i �I� e 12,095 SO I 1 12,005 SF I 112,005 SFI I 112,005 SF I 112,005 SFI I 112,005 SF 1 I 114,578 SF I I I 112,845 SFI I I I 12,005 SFI I LOT 80 I I I LOT 81 I I I 12,240 SF1 I 112,012 SF I I i ti� / r' 3,i 3 SF I I I I I I 1 I 112,005 SF I 111,438 SF I 111 438 SFI 112,005 SF I I I I I I i' SOR I I I I I 1 I 1 I I I I I 1 4 I I I po I I I.- 1 (` F`RE41ZRANT I 1 -_J I-----i I-----i I-----� 1-----i I-- I 1------ 1----- L----J L I L----J L----J L----J I----J i \ 1 \\ \ ASSEMBLY --- FIRE_RzRXWT -�' ,S,kO� �� \ \\ \ e"J 12,2 I - PROP 8" SDR 21 W/L ASSEMBLY _ \ ��--- --W_ -w - w---�r---- --- --� - _W 1 I `00 \ _ BOP 8" SDR 21 WLL --� 42+00 41+00 40+00+-39+00 38+00�37+00-I 36+00 35+00 34+00 33+00 Z _ , r'� I I I 1 I I I I----1 1-----I I -----I 1-----I I -----I I -----I I -----I I -----I r----- r----- r----- T T r---- r- I I I I 1 I J I I I I I I 1 1 1 I I 1 1 1----- I----- I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I r l I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 I I 1 1 I I 1 1 I I I I 1 1 I I (if I I I I I I I I I I I o f 1 1 i 1 I I I I I I I I I I I 1 1 I I I I 1 I I 1 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 1 1 �C z I I I I 1 1 I I I I I I I I I I I I I I I I I 1 I I 1 1 I I I I I 1 I 1 I I I I I LOT 44 I LOT 43 1 1 1 1 m ILOT 64 1 I LOT 63 I I 1 LOT 62 I I I LOT 61 I I LOT 60 1 1 I LOT 59 I I I LOT 58 I I I LOT 57 I I LOT 56 I I I LOT 55 I I I LOT 54 I I I LOT 53I LOT 52I I LOT 51 I I LOT 50 I I LOT 49 I I 1 LOT 47 SF I 1 1 LOT 45 I I I18,154 SFI � 0,776 SFI 118,485 SF 1 114,897 SF 1 1 12,905 SA 112,086 SF 12,005 SF1 12,005 SFI 12,005 SFI 12,005 SF 12,005 SF1 12,005 SFI 12,005 SF I 12,005 SFI 1 12,005 SFI 1 12,005 SFI I 112,005 SFI I 112,005 SFI I 112006 SF I I I I I 113,338 SF 1 I 115,444 SF I I 1 I (V I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I •t- I ( I I w 1 I I 1 1 1 1 I I I I I I I I I I I I I I I I 1 1 I I 1 1 I I 1 1 1 1 I I I I 1 1 I to I I I I I I I I I I I I I I I I I I I I I I LLJ I I I I 1 1 I I I I I I I I I I I 1 1 I I 1 1 I I I I 11 1 Q I I I I I I I I I I I I I I I I I I = I I I 1 1 I 1 1 1 1 1 1 I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I CL 1 I I I 1 I I I I I I I I I I I I I I 1 I 1 L-____1 I_____I II L_____ L_____ J t_____I L_____ �____� L_____1 L_____1 L____J L-_-__ I I I I I 1450.04' 1 1 1 130 68' 129 74' - - - - - - - s 46W06 E fi275 7 WALKERL'UKE I I I I I etFPaNEN 4 3 00 0, / TTS HA 4214-21-7092-0000 ZONING: PD ( t I I I I I I I ( ( ZONING: PD � 421.4-20-9 ( I ZONIN' d WI I I I ( HOLLIS EDDIE I CRAWFflRD JASON ! HOLLIS DURWOOD J et al 4214-21-1626--0000 ( BENTON JENNIFER DEANN ( TRUSTEE I I a CORN RONALD I I MAYO REBECCA COLE ET I I DWYER MATTHEW I � HALL `HOMA5 'r ! HOLLIS EDDIE EARL HOLLIS EDDIE ROY et al AL et al I I CORE' ! JR � ( EARL et a, EARL et oI ZONING: PD 4214-21-2519-0000 TROY et al 4214-21-3472-0000 T et al WHALEY SEAN I NASH LEE et a! E JR et ai 4ZONINGaPD0000 I 4214--11-9862--OU00 I 4214-21-0755-0000 ZONING: PD I ZONING PD I I 4214-21-2489-0000 ( ZONING: PD ( 4214-21-4365-0000 I et aI et aI 4214-21-7101-0000 t / RENDER C Y 4214-11-7997-0000 ZONING: PO ZONING: PD ZONING: PD 47.14ZONING 4PD0000 ( 12e J0000 4214ZON ZONING: PD �4214-12 7025T0000 ZONING: PD I N r / 1 ZONING: PD I I I I I ( I ( I I CONNECT TO EXISTING W/L WITH TAPPING w-w--- ---h- ---w_----w---w---w---w-----w---w_.--- 1 I I I --T--- =-w-_-` w w -- - -- w - - - w -- ----- I SLEEVE & VALVE _ \ - w - - - w - - w _ ws-48eY3s-E - w Ex. 6° SDyp�}yw/M DORAL DRIVE PALIOTT' JOSEPH 60' R/VJ (PUBLIC) et 01 \ \ 4214--20--8759--0000 \\ / --- ZONING: PD --- - --- _-- \ \ GENERAL UTILITY NOTES: 1. WATER SERVICE SHALL BE BUILT TO PENDER COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 9. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING ` \\ MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION. 2. ALL UTILITIES SHALL BE UNDERGROUND. TOTAL LINEAR FEET PROPOSED 10. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTILITIES CONSTRUCTION. THIS WARRANTY PERIOD 3. WATER SERVICE TO BE A PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY PENDER DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED. A WRITTEN 229' - 2" SDR-21 WATERLINE � COUNTY. COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE. 1,276' - 6" SDR-21 WATERLINE / r 4. SANITARY SEWAGE TO BE BY DRAINFIELDS OWNED AND OPERATED BY THE LOT OWNER. 11. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5' FROM BACK OF CURB. 2,119' - 8" SDR-21 WATERLINE / 5. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE 12. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS. i COMMON AREAS AND OPEN SPACE. 6. ALL WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED TO MEET FENDER COUNTY AND 13. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT. ECEIVE �����.,,,�• STATE REQUIREMENTS. FINAL CONSTRUCTION PLANS WILL BE SUBMITTED TO BOTH AGENCIES AND A 14. ALL UTILITY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE -CONSTRUCTION MEETING PRIOR -, % �6 C RO'•••, PERMIT TO CONSTRUCT PRIOR TO UTILITY INSTALLATION. TO BEGINNING CONSTRUCTION. HAY Y � ? ii� / •• 7. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITH APPLICABLE PENDER COUNTY AND 15. COORDINATE HYDRANT DETAIL, TAPPING SLEEVE &FUTURE CONNECTION DETAILS WITH PCU AT "BY: �Q� STATE REQUIREMENTS. PRE -CONSTRUCTION MEETING. - s SEAL g GRAPHIC SCALE 031315 s 8. SANITARY COMPONENTS WILL REMAIN AT MINIMUM 10' FROM ANY LOT AND/OR PROPERTY LINES. 60 0 30 60 120 .00 9. ALL WATER SERVICES TO BE INSTALLED BY DEVELOPER AND INSPECTED BY PENDER COUNTY I�1 1 inch = 60 ft. •000 •'•.1;RR P 16 UTILITIES. rRevision Designer GSP Scale 1" = 60' Drawn By Date GSP May 2016 License # Job No. P-0718 2014-0002 WYN DWATER - PHA 'ITopsail Township Pender SE 2 North Carolina PREPARED FOR: GSP C O N C I I I T I N G P I I C UTILITY PLAN SIGNATURE FreewaLNC,LP GSP 1- I N L �]7 L L 9337B Katy Freeway #377 E N G I N E E R I N G Houston, TX 770246626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910�442-7870 fax: 910-799-6659 2- 713-822-3891 Sheet No. C-4 _.�2178_ __----_=----€ - --��a'•t7-- / _==X_3,�a1r(=t�-=_=___=--=-_ �__=�-._----_J _==?=S - - ---------/ /="=\--- ?=) \=\_-_-.-= --_-=� --i-/ / ---_----------2e---- _- _ - _�ma0_F-=- _-14%8---------tom c a a a - e e �. - C a �11,i� A�e-�'a a - - - - ---- _ai.2542 -gf� o�alt� c e a e a a ----- - --_- - -18QF CtAS��----------------------------------------------- -- =====- ----------- - �__ _= =-=_ DISTURBANCE -------- --- - - --------------------------------------------- - - ------ ---_------------------- _ _-�_� r -- 30 --- X 1,7s -may - X2s.a6 x2o91oEMERGENCY ---- - r747s=--------------------------- - _- - -__- _ _ - -Xzs.77 xz+5 _ ��� SILT xz4ss �� / FENCE - - - - - Xz =r- --- xt.r // / Go r /^ I I I 1 1 xz>I 0 1 1 1 1 1 1 -_ 1 1 1 f '�.'�-- - / 11 I I 1 I 1 I 1 I /' / / / X�L5 5P' ,u� \ ` ancz.. \ \I~ \ ! 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MW Rn rr«e 5�6�8'3YE 327539 ttTOTK) Ne 82 x27 56 x27.81 1 x28.12 LIMITS OF WALKER STEPHEN SOBCZAK DAV1D 28.44 - 6xi i J LIMITS OF FNCE I I I I I I DISTURBANCE I 2613 LUKE et at / 4214-20-89%gOp / 1 / 2 99 ,r 4214-21-7ZONING:92- 000 ZONING: 42P4T20H9 50 / X29.90 X29.62 I I I I I I I I I / ZONING I 1 i h X297 // HOLLIS EDDIE CRAWFORD JASON HOLLIS OZ 4-D1RWOOD J t at I BENTON TRUSTEE ENNIFER DEANN HORN RONALD MAYO REBECCA COLE ET DWYER MATTHEW HALL THOMAS F HOLLIS EDDIE EARL `LEIS EDDIE ( EARL et al ( ROY et al I ZONING: PD STORM �gE251s-0000 TROY ei al I AL et at I T et al I WHALEY SEAN I NASH COREY LEE ( JR et at G EENWAY GIRD \ _ / =ARL. et of 4214-21-0755-0000 4214-21-3472-0000 HOVEY THOMAS L INVESTMENTS` 1 / MB, JR et at 4214-11-9862-0000 4 1 G: PD 4214-21-2489-0000 4214-21-4365-0000 et al et of 4214-21-7101-0000 et at 42 4-12-5195-Oq 1 / \ FENDER C TY°-°'4214-11-7997-0000 42�-11-8980-0000 I ZONING: PD I ZONING PD / \ / 6{ �.a _ONING: PD 4214-12-5241-0000} ZONING: PD I \ 14-12-7025 0000 ZONING: PD ZONING: PD ZONING: PD 1 TE DRARY X2ss3 x�lq t6 QN ON N\ `y _ I 1 \\ Ina:9 LIMITS OF I - , w�"�7-w- - -w- SILT �2 8. DISTUR CE zLz - - - �- - - J- _ E� W -IF 1- �w- X 27. 56--- � X27.93 60' R/W (PUBLIC) Revision Designer GSP Scale 1" 60' Drawn By Date GSP May 2016 License # job No. P-0718 2014-0002 FROMLFBIENGTH ft DIAMETER in SLOPE % INV. ON (t INV. UP t ft MATE IAL 2 1 254 36 0.66 19.70 2138 27.39 HDPE 3 2 43 30 .09 21.40 21 44 27.39 HDOE 4 3 86 30 0.20 21.44 2161 26.57 HDRE --5 ---4 284---30--_ = ---2 _2 26a9 E-- 6 5 212 2 _U 3O­__ w -V.07- 2'£.66 26.90'HDPE 7 6 100 24 0.30 22.66 22.96 27.49 HDPE T -24 -22.9 2 . RD E 9 8 103 18 0.30 23.26 23.57 28.67 HDPE 10 9 108 15 0.30 23.57 23.89 27,82 HDPE -TT- - l0 S - - - -03r - - 23w9- -24. -27.82 12 4 35 1 15 0.31 21.61 1 21.72 1 26.57 1 HDPE 13 5 35 1 15 0.31 22.02 1 22.13 1 26.79 1 HDPE 14 6 35 1 15 0.31 22.66 1 22.77 1 26.90 1 HDPE 15 8 35 15 0.31 23.26 1 23.37 1 27.72 1 HDPE 17 16 254 36 0.63 19.70 21.29 27,39 HDPE 18 17 43 30 0.30 21.31 21.44 27.39 HDPE 19 18 95 30 0.20 21.44 21.63 26.55 HDPE 20 19 200 24 0.30 21.63 22.23 26.55 HDPE 21 20 158 24 0.30 22.23 22.70 27.42 HDPE 22 21 88 15 0.30 2230 22.96 26.55 HDPE 23 22 35 15 0,31 22.96 23.07 26.55 HDPE 24 1 19 35 1 15 0.31 21.63 1 21,74 1 26.55 1 HDPE 25 1 20 35 1 15 0.31 22.23 1 22.34 1 26.55 1 HDPE 27 1 26 1 179 1 24 0.30 19.96 1 20.50 1 24.58 1 HDPE 28 1 27 1 90 1 24 0.30 20.50 1 20.77 1 24.80 1 HDPE 29 1 28 1 25 1 18 0.32 20.77 1 20.85 1 24.80 1 HDPE WYN DWATER - PHASE 2 Topsail Township Pender County North Carolina ZONING: PD 4214-21-5247-0000 I 4214-21-6128-C'D-00 I ZONING: PD I I ZONING: PD I ZONING: PD I I I w- - -W-- -w- - -W - - W - - -w-I ---/ \ -w- -w- - w- -W w\ -- - --- --- --- w\ PALIOTTI JOSEPH �- et of / 4214_20-8759_0000 GENERAL STORMWATER NOTES: 1. ALL STORM DRAINAGE TO BE CONSTRUCTED PER NCDENR, NCDOT & PENDER COUNTY STANDARDS. 2. STORM WATER MEASURES FOR THIS DEVELOPMENT WILL BE DESIGNED TO CONTROL THE POST DEVELOPMENT PEAK DISCHARGE FOR THE 10-YEAR STORM EVENT SO AS NOT TO EXCEED THE PRE -DEVELOPMENT PEAK RUNOFF DISCHARGE RATE TO MEET PENDER COUNTY STORM WATER REGULATIONS 3. BEST MANAGEMENT PRACTICES FOR E&SC TO BE UTILIZED TO PREVENT EROSION FROM OCCURRING, ELIMINATE SEDIMENT TRANSPORT AND TO REDUCE RUNOFF VELOCITIES IN ORDER TO PREVENT SCOURING AND EROSION. 4. ALL DRAINAGE EASEMENTS ARE TO BE A MINIMUM OF 20' IN WIDTH GRADING, DRAINAGE & EROSION & SEDIMENT CONTROL PLAN PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 ECEIVE Z`s, c �I� ter•• y S. BY: GRAPHIC SCALE 60 0 30 60 120 1 inch = 60 ft. 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Revision®� Designer GSP Scale 1" = 50' Drawn By Date GSP May 2016 License # Job No. P-0718 2014-0002 WYN DWATER - PHASE 2 Topsail Township Pender County North Carolina WEST CRAFTSMAN WAY PLAN &PROFILE (PUBLIC) PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 SEAL 031315 61 Sheet No. C-% Designer GSP Scale 1 = 50' Drawn By Date GSP May 2016 License # job No. P-0718 2014-0002 x°o // \ \ S S \ \ \ \ \ — SS S \ e/✓/ % / // jS Vg01\ — DSO` L \ / XX °oe e e \ / / — — — — �\ 1\ \\ \\ \\�S 6 LZ, 1\� \\ Z6 L°� l \� — — — — �/ \ jS lvrZg �q \ \ �� \ \\�9�, \�\\6 i0 \\ \ /// \ 24 HDPE \ P \ \ \ 98 \ 0ro \ \ \ V _ \0000 O } 1 Ox0 , / J � e j /fix x°° S 0,1- \ \ 24" HD +190 S L6 \ 1018 HDPE � j 56 i°1 \ S wy NOV e l 1 t 1 11 A 1 l 1 t t t tl 1 ll tt It t t 1 t -- �- �S \ Lro 8ro- 1`` `\ jS S� 8\\� \ \0\°1 \ \t 11 5iA 0\ Vlob tl t, tt 7Z-11 \ r. t it 11 tfff � \l rlobo�8� � WYN DWATER - PHASE 2 (Topsail Townshi Pender Cou NORTH LAMPLIGHTERS WALK North Carolina II PLAN & PROFILE (PRIVATE) PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 s - SEAL r CENVE i 031315 00. '••.,RRY S. F BY:----- OPj ' GRAPHIC SCALE 50 0 25 so 100 1 inch = 50 h. GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-8 _ - - - - - - - - - - - - - - - - - - - - - - - - - - -:_`_ _ _ _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - - -.- - - - - _ - - - - - - - --- ---- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / 20' WIDE 1 EMERGENCY SPILLWA 1 / W/CLASS B / / ARY .P001_Fl V.=21.f� I / SHELF TOP ELEV=21.0 1 ( NORMAL IPOOL ELEV=20.5-� IFI F R TTQM Ft FV= 1 / 104'-24" HOPE / / 1.0% / 1 \ / / \ 4 4' MAIN POND DESIGN BOTTOM ELEV=14.0 \ / / '8QIMENT STORAGE ELEV=13.0 _J I I / I � \ / FOREBAY RIPRAP ELEV=20.5 I \ \ SHALLOW WATER SHALLOW LAND SCARLET ROSE MALLOW 4 CARDINAL FLOWER PLANTED 30' ON CENTER SEE CHART FOR # OF PLANTS PERMANENT POOL TYPICAL VEGETATED SHELF LANDSCAPING PLAN Revision NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE FOREBAY BERM LE FOREBAY DESIGN BOTTOM ELEV=15.0 SEDIMENT STORAGE ELEV=14,0 SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) = Q 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS 3,212 S.F. PLANT TYPE I QTY I I BOTANICAL NAME COMMON NAME I ROOT I CALIPER I HEIGHT NOTES HERBACEOUS 402 Sagittaria latifolia Duck Potato I CONT. 4" Pot 24" O.C. 402 Pontedaria cordata Pickerelweed I CONT. 4" Pot 24" O.C. SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F. 1 PLANT PER 6.25 SF (30" O.C.) =536 PLANTS PLANT TYPE I 2TY I I BOTANICAL NAME COMMON NAME ROOT I CALIPER HEIGHT I NOTES HERBACEOUS 268 1 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C. 268 1 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C. NOTES: TOP OF 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. VEGETATED SHELF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS, ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY, 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. Designer GSP Scale 1" = 20' Drawn By Date GSP May 2016 License # job No. P-0718 2014-0002 WYN DWATER - PHAS II Topsail Township Pender E2 North Carolina i 4'x4' REINFORCED CONCRETE BOX OR BRICK BOX 3 - 14.4"x24" OPENINGS PLACE 1/2" GALVANIZED HARDWARE CLOTH OVER ORIFICE OPENINGS WITH STAINLESS STEEL FASTENERS ELEV-21.84 FLOOD POOL EL. = 21.84 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 - 4' MAX TRASH RACK OPENING RIM ELEV = 22.69 ��- 10.0' 4' SCH. 40 PVC OUTLET 04'-24' CULVERT Q 1.0X-�l EL. 21.0 - NORMAL POOL EL. = 20.5 0 EL. 20.5 24 T tat 4� % / Fu INV. EL. = 20.45 FILTER FABRIC - 12' THICK CLAS 'B' 2 FT MIN RIP-RAP`3 FOREBAY RIP -RAP EXTENDED BASE N.T.S. OUTLET STRUCTURE DETAIL N.T.S. L=20' NOTES: TOP OF BANK ELEV. 26.00 24"� 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 14.0 IN 24 100-YEAR WS ELEV= 24,14 j THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 13.0 IN = THE MAIN POND AND 14.0 IN THE FOREBAY. N ELEV. 23.00 2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND T ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20,95, WHICH IS WITHIN 6" OF THE PERMANENT POOL ELEVATION OF 20.5. FILTER FABRIC 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER 12' THICK CLASS B' RIP -RAP SYSTEM AND DISCHARGED TO THE WET DETENTION POND. 4, POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY. EMERGENCY SPILLWAY 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED N. T. S. OUT, 6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT. 7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. SLOPE TO TOP OF POND VARIES 3:1 MAX 311 SIDESLOPE 6 10, 3:1 SIDESLOPE 5' SLOPE TO TOP OF - - - - - - - - - - - - - - - - - ______ ___ ____ _EL._21.84 POND VARIES 34 MAX STORAGE __ NORMAL POOL EL. 20.5 WET DETENTION BASIN DETAILS SI FORE BAY POND BOTTOM 10:1 SIDESLOPE SEE STORMWATER LANDSCAPING PLAN DETAIL AND PLANT LIST FOR PLANTINGS ON THE 10' WIDE VEGETATIVE SHELF POND SHELF BOTTOM POND BOTTOM SURFACE AREA SURFACE AREA AVERAGE SHWT NORMAL POOL SHELF BOTTOM DEPTH AREA AREA PROVIDED REWIRED POND DEPTH ELEVATION ELEVATION ELEVATION (FT) (SF) (SF) (SF) (SF) (FT) (FT) 20.5 20.0 1 6.0 29.622 10.888 33,673 31,800 4.5 20.9 PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 POND CROSS-SECTION N.T.S. SEAL a 1 031315 ' ti•.. RRY S. 0�%'L7Jit116 GRAPHIC SCALE 43Yt 0 0 10 20 40 1 inch = 20 ft. GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-9 102111 NOTES: 1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40 2). ALL JOINTS OF THE FLOATATION SECTION SHALL BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED NOT BE WATER -TIGHT. 3). 4' HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT CONNECTIONS. 4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE VOLUME AND TO SLOWLY RELEASE 1" RUNOFF FOR AT LEAST 24-HOURS. u ORIFICE IN ENE Revision MI FRONT VIEW L END Designer GSP Scale NO SCALE Drawn By Date GSP May 2016 License # Job No. P-0718 2014-0002 1" STEEL STRAP (TYP.) SKIMMER DEWATERING DEVICE N.T.S. WYN DWATER - PHASE 2 Tonsail Township Pender 10. TIP.) FLOATATION SECTION North Carolina COMPACTE P'-0' 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE TOP STRAND MIN. #14 GAUGE TAY BOTTOM STRAND MIN. #14 GAUGE \/ z 0 K) Z 0 K STEEL POST 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6—INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. TEMPORARY SILT FENCE NOT TO SCALE 6' ABC STONE MODIFIED VALLEY GUTTER N.T.S. STANDARD DETAILS PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337E Katy Freeway #377 Houston, TX 77024 713-822-3891 STORM DRAIN PIPE = 0% STORM DRAIN PIPE TAILWATER 1 - - FLOW - NON -WOVEN FILTER FABRIC —/ \—N.C.D.O.T. CLASS B SECTION RIPRAP, MINIMUM 18" THICK, TYPICAL RIPRAP LOCATIONS LENGTH (FT.) UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) 36" CULVERT 18 9 12 SWALES INTO POND 21 10 10 RIP —RAP OUTLET PROTECTION N.T.S. SEQUENCE OF CONSTRCUTION 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN, SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES. 3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN DURING CLEARING AND GRUBBING ACTIVITIES. 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY. 5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS. 6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE. 7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND SPECIFICATIONS. 8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. PLAN VIEW 50' MIN. �--6' DIVERSION TO DIRECT RUNOFF FROM R/ SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ECEIVE " s �� SEAL "s $ 031315 BY: .'•.gRRy S. F P CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-10 0 Om N � 1 Z MCn 0 0 r � -n In mz =-i =-nZDm xOOO z"Mr.'n �2 > DO N O z T O m M z C O O r In M Cl) 0 _ z O CD i Z -I O oM> O v O a �vZ = Z > p o ca z O o R1 N � 1 Ov) 0 rmT-jCA mZ1=> = -on M9m =woo Z. 0rT ffO9N D> �� FL OH L 0 Z m z cD z N In = N - mu) m z vC9O 01 A > v x > -0 � > H m N z M Z T O vt^ H � 9 on 0 0 r T_40 mz =-1 =M>>m = O O O Z NHOrT H nDD> y N 0 Z T O 9 m :E z N r' x M Hr = Z y r CD--4 1 -4 O In O A omv v O z v z czT Z M -Ti v > Z A m O H O Y 43" NOTE: USE TYPE "E", "F" AND "G" GRATE _ UNLESS OTHERWISE NOTED. ALIGN FRAME WITH INSIDE EDGE OF WALL TO ALLOW TFN FOR VERTICAL ADJUSTMENT;< WALL SECTION--.'0i SECTION - BB PLAN NCDOT DETAIL 840.03 FRAME,GRATE, & HOOD ASS'Y " 6 3'-0" K - I a SECTION L M J FRAME PLAN 1 T a } C 3i5" 3'-O" _ 311" BACK OF CURB X 9 � Y A Y m PLAN �X SECTION Y-Y RISER HT. VARIES 6 v .v MERE 30" TO 36" PIPE IS USED RISER HT. VARIES p WHERE 42" TO 54" PIPE IS USED DETAIL SHOWING METHOD F RISER NSTRUCTION C4 HOOD ELEVATION SECTION X-X GENERAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WITCH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR k4 SAG DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHORN ON STD. NO. 840.00. USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. FOR 8'.0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 8'-O" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST QUANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. CHAMFER ALL EXPOSED CORNERS 1'. DRAWING NOT TO SCALE. NCDOT DETAIL 840.02 z Oy H Q a� P ~1 PCC yA �j OCD z LL zYg I N -I N In¢ F =F-Z SECTION LL SECTION - DWI O O o y z J F- a_ N LJ-I O W SECTION PP SECTION - NN n SECTION - JJ 5 Aa it„ 4%- SECTION - RR JSECTION J-J WHERE 30" TO 38" PIPE IS USED SEE MUTE a B M D:.I t 9 al PLAN r �L .n SSION 4 t§'eIr iI I H !7 N 2'-.31/ rr liyg" L2" SECTION H-H 1 •4 1 -4 ,r--rSCrl ,I-7�II PLAN OF GRATING CAST IRON WHERE 42" TO 54" PIPE IS USED c4 [ A i F. . '1 m of PLAN 3' 6" I F- M-' PLAN OF FRAME CAST IRON 4 NCDO'V-3-ETAIL 84 ve" v8" 3'-3," 2'-34 rr 1/8" I u 1118„ p 34 3'2 21/a' 21,bn 3r-,p. rr (M N 2rfb." N N 3'•6" 2'-6" SECTION E-E SECTION F-F Designer GSP Scale NO SCALE Drawn By Date GSP May 2016 License # Job No. P-0718 2014-0002 cc O N LL O m cJ _ 3: O cc Q W CC W O Q Q N 0 0) 2 N O N W W 0 7 W U. Or O LL z Oo F 4 cc Q F N O O O O = F-0=z0 F U)F-LL0 O H z -> OL dLLJ O 0 Q o Z LL M O 07 3 m Fa4 =D- ~Lo O � O Q F LLI Tn W - = tY N N Z T J O O z W z oO F-Q Q F N O 0 O O¢ O = W Q z LL H U Q O rl I-- LL LL CEO" Z H ; > OL Qo r 0 W Go o Z LL CC Q c7 O v HZ4 O 3 Z o QaDo 0W In 0c 0) ~ h = J CO C0 Z z CL3 W DO Q O LL v OM M � 1 00-10 z-j=i O?O M 9 M �00 'f79N sy� coo f coo C H O z T O III C C O o r m m N rn O" Z O Co = A Paz O o My N v O O a C) C _ O x AC)O GO o Z O O m N N' Z - O n GO Z H=D oT�m mcno N-DOT Oaz >DA Cn 0 O H O Z m Z =m= �m --Imz o C. > >0o ; M > Z O i z z O W ) x O DETAIL SHOWING TYPES OF GRATES USE ACCORDING TO WATER FLOW. TYPE "0" TYPE "E" TYPE "F" -'WATER FLOW SAG WATER FLOW - - - - - - - - - - - - - - - - - - - - - - - ________NCDOT_DETAIL_840.03 __ WATER FLOW SAG -"•- WATER FLOW YPE "F" TYPE "E,, TYPE "G" RAISED FLOW ARROW 2$ Y76" HIGH Q III n 1 r' 1 3'+i F.- 2r-1144 SECTION A -A TYPE - F MANHOLE L 2'-1144" J Y 1 M 0 2%n H} F- CC 0 1'T I1T]�rN D C a ON=O'-N } Occ 0OLu J O H Q s 0 x �> o W �WIIIIIIIII IIRM.,. N r I r ••. TYPE G 2'-1144 . tcu SECTION A -A 1 GENERAL NOTES: C 6" CHAMFER ALL EXPOSED CORNERS 1". LI USE CLASS "S" CONCRETE THROUGHOUT. ` X OPTIONAL RUCTION - LASNDIRECTED KEYWAY, TATT D D BM DOWELS 12"" CENTERS BY THE NGINEER. 1 USE FORMS TO CONSTRUCT THE BOTTOM SLAB. m LL em I IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD BAD TO BASEE M SHOWN ON STANDARD N0. 840.00. PRIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS 12 ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. J 3 all ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES SEE STMDMD 840.64 CTO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS FOR MANHOLE COVER E FRAME PLAIN BAR A" SHORTENED MOUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) OPTIONAL 3PACE0 6 C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP BRICK MAY BE USED ELEVATION IS 12 FEET. TO ADJUST FRAME A COVER TO SURFACE ELEVATION MAX. 1' r '1 I! il r(W21-1 17 O v N^ N N• Z OO�GO z--♦=n 4 MTam H=y Ov.-n X 000' ---- >> �� O'-' z ei O z C9 s m rn m� N yO = mU) Z D = z c = > in O v > lu0M m>czi '71 x O _ a N M z SECTION Y-Y I J I A I J f l�.'.DOT DETAIL 84r14r PIPEEOS F SECTION 611�i--I C-C OR D-D Y DOWEL DIN':I'-'i,y'-3 AND QUANTITIES FOR CONCRETE JUNCTION SOXER DIMENSIONS OF BOX AND PIPE REINFOfGENENT SAW "A" TOP SLAB DIMENSIONS CUBIC YARDS IN 80% TOTAL QUANTITIES 801E AND SLAMS ONE DEDUCTIONS C FOR . PIPE W.Y08. PIPE SPAN WIDTH HEIGHT D A B N N0. LFNOTM E F TOP STAB BOTTOM SLAB VLL1 M OFK. LBS. REINF CU. YDS. MIN. "H" C.S. G. C. 12" 2' 0" 2' 0" 2'-3" 12 2'-8" 3'-0" 3'-0" 0.167 0.167 0.186 22 0.760 0.015 0.024 16" 2'-3" 2' 3" 2'-8" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 2'. 6" " " 38"3-"is" 0.n7 0.227 0.222 30 LOBS 0.038 0.049 24" 3',0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0. 085 30" 3'-6" 3'-6" 3'-8" 18 4'-3" 4'.6" 4'-6" 0.375 0.375 0.296 51 1.880 0.002 0.127 36" 4'-0" 4%0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.483 0.403 0.333 64 2.341 0.132 0.178 42" 4'-6" 4'-8" 4'-9" 22 5'-3" 5'-8" 6'-6" 0.560 0.5601 0.370 77 2.878 0.180 0.243 48" 5'-4" 5'-4" 5'-e 26 6'.3" 0,743 0.743 0.407 111 3.623 0. 235 0.317 64" 6'-10" 5'-10" 5'-9" 28 6'-]" 8'-10" 8'-TO" 0.865 O.885 1 0.444 1 120 4.203 0.297 0.401 Go" 6'-8" 6'-6" 8'-3" 30 9'-3" Y-8" l'-8" 1.0421 1.042 1 0.4811 145 5.090 0.367 0.495 Be" 7'-1" 7'-1" 8'-9. 32 7' 10" B' 1" 8'-1" 1.210 1,2101 0.5181 109 1 5.917 0.4 0.589 Y 2" WEEP LE PLAN NlCGI1VN A -A WYNDWATER - PHASE 2 Topsail Township Pender County North Carolina z O O H r ¢ Q Nzy¢OU LLJaNz 000= LU F-UQLL O= 4C ¢ H F-=~zW 00E-WOJ CC O y 4 z ,j= F- N Q- o Q Q7 mLu J Lu SOz MD4 Q O V J ¢ Z CO o�0M - (L COLU 1-o - rs z z v W NOTES: USE CLASS "B" CONCRETE THROUGHOUT. z PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W ON CENTER. USE STEPS WHICH COMPLY WITH STD. OWING 940.66. F- Q OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, ON 04 BM DOWELS AT Q Q 1 - 12" CENTERS ¢ AS DIRECTED BY THE ENGINEER. z V USE FOOS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.CL LLJ O N " IF REINfORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O 2 z A3 SHOWN ON BID. NO. "0.00.LLI Z - FOi• S'-G' IN HEIGHT OR LESS USE B" WALLS AND BOTTOM BLAB. OVER F- O ¢ O CD e'-0" TO 16'-0" IN HEIGHT USE 9" WALLS AND BOTTOM SLAB. ADJUST OIANTITIES ACCOIIDINOLY. NQ- = ~ z W CONSTRUCT WITH PIPE CROWNS MATCHING. O O O " Q INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z H-N ccINSTALL STONE DRAINS, OF A MINI" OF 1 CUBIC FOOT OF MD. ]BM STONE IN A � > POROUS FABRIC BII OR WRAP, AT EACH WEEP HOLE ON AS DIRECTED BY THE ENGINEER. D. 0 CHVIFER ALL EXPOSED COWERS 1". w O dUWINO NOT TO SCALE. •INCREASE THE SIZE OF THE 6" OPENING TO e" MAX., AS DIRECTED BY THE EN31NEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST QUANTITIES ACCORDINGLY. Z N D DETAIL 840.04 a TOP SLAB G m roe sus e ¢ T P EIEVAAUN 0 x T GUTTER LINE U. k4 8M Z S"" 2E a W - rJ OL O.E.TE TOP ELEVATION1N2" CLR.Ciolt DO 4q"CLR. -•i I(THICIOiESSPIPE I�VARIES " Cc(SIN.)Tk4 SM Z T ( N W - DTE _ CL N SECTION Y-Y PART SECTION Y-Y rn N SNOWING DETAILS AT OPENING O UA z WIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) UI W ox W PIPE REINFORCING & SOT. SLAB CU. YM. COMO TOTAL ONNTmEB OEDJCTION B' iHRwT WIDTH HEIGHT BRAS - Y BARS . Y BARS - Z DIMENSIOB IN BOX BOX W BLABS ONE PIPE OPEXINO B H N0. LENOTN NK1 LELNGTM NO LENQfH F G TOP Sue W- R WU1n. D LD. MOM. (DIN C.B.I R.C. I YD z 2'.3" V-10" 14 1 T-O" 8 1 4'-3" 1 2 1 4'-3" 1 4'-8" 1 3'-3" 1 0.181 D-2711 0.250 1 27 1 1.0461 0.015 2.9320.046 W 2'-3" 1 2'- 1 1 4 1 3-0 8 1 4'-3 2 1 4'-3" 1 4'-8" 1 3'-3" 1 0.181 1 0.271 1 0.250 1 27 1 1.1nR 1 0, 023 I0.038 O-na9 STANDARD DETAILS PREPARED FOR: SIGNATURE TOP SAIL NC, LP 9337B Katy Freeway #377 Houston, TX 77024 713-822-3891 ECEI !Y GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910442-7870 fax: 910-799-6659 Sheet No. I C-1001 VICINITY MAP VICINITY MAP (NTS) LEGEND DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL ---------------------------- 5' CONTOUR INTERVAL - - - - - - - - - PROPERTY LINE — - - — - - — ROADWAY CENTERLINE -- - - -- - - - — - — -- RIGHT OF WAY LIMITS -"'-"'-"'-"•- -"'-"'-"'-"'- EASEMENTLINE ---------------------------- .--""-"-""""--"---""-""-"-"--"""- CURB & GUTTER ----------------- SANITARY SEWER FACILITIES---�--0- --'- - STORM SEWER FACILITIES - - - -®- - - ELJILM WATERLINE --•---•---•---• -•—•—•—•- FIRE HYDRANT ASSEMBLY�-N- WATERWAYS _...-...-...-...-...-..._ N/A PROPOSED x PROPOSED LOT AND S.F. 5,000 s.f. OPEN SPACE LABEL 0 STREET SIGN OPEN SPACE ® 404 WETLANDS BUILDING SET BACKS ................................. PRIVATE SANITARY SET BACKS ................................ FLOW DIRECTION PRELIMINARY PLAT PENDER COUNTY, NORTH CAROLINA APRIL 2015 ......................................................................------- --- - - --------------------------- Qp OIL I V.� - •_.,-.,._..._ ._.. :-.._ __ _... r -- ------------------------------- _ •ayiaLar.a •. -T--(T T�I--�-ri — -�- i --- - - "�-- �,.:A�`� • \ •r: a. a.ay.r.r . r: a•a•r:r a -a ��- . a , - i -__.- .: e 31! .. - .........;� -�- • �! I-I•'a•a•a•a•-•a•a•a•a•a•ra•a•a•a.r.r•r• -�--•a,-•r V< .. ---� • -"� � it •F-' �I : : •1Fi,t : I.i.ITi3.77• -i.! 1 1 A I.;F 1 •. .- ,}.r., ! •z-i .a-; �:I � � .• .r,,�iac: i.a-I .s.; � �i .�c ,I�•_. ac : '•. ��, 1 1 A I 5�+./ t �:. / i. i ,...._..._..._..._...� \..`�Ti v _ __...__ _ ._. _.._..._ ...-.__.__..._..._..._ _ ��...Y• •�•`.y j-' � ..I r.. , ...� r i i� •,-i. •. - -•` I � .r '1 "= 5dO' : I DEVELOPER/OWNER F Signature Top Sail NC, Ltd. 4307 Peeble Drive WILMINGTON, NC 28402 PHONE: (713) 822-3891 PREPARED BY: GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 License # P-0718 CERTIFICATE OF PRELIMINARY PLAT APPROVAL PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO (2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL. PLANNING STAFF DATE CERTIFICATION OF SUBDIVISION A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW; THIS DOES NOT CONSTITUTE APPROVAL. PENDER COUNTY UTILITIES DATE: PENDER COUNTY ENVIRONMENTAL HEALTH: DATE: PENDER COUNTY ADDRESSING COORDINATOR: DATE: INDEX OF SHEETS SHT C-0 COVER SHEET SHT C-1 GENERAL NOTES SHT C-2 EXISTING CONDITIONS PLAN SHT C-2.1 TREE INVENTORY PLAN SHT C-3 SITE PLAN SHT C-4 UTILITY PLAN SHT C-5 GRADING, DRAINAGE & EROSION & SEDIMENT CONTROL PLAN SHT C-6 WEST CRAFTSMAN WAY PLAN & PROFILE SHT C-7 WEST CRAFTSMAN WAY PLAN & PROFILE SHT C-8 N. LAMPLIGHTERS WALK PLAN & PROFILE SHT C-9 WET DETENTION BASIN DETAILS SHT C-10 STANDARD DETAILS SHT C-10.1 STANDARD DETAILS SHT C-11 UTILITY DETAILS SITE DATA TABLE GENERAL NOTES: 1. PENDER COUNTY PARCEL NO.: PIN 4214-12-8251-0000 2. TOTAL TRACT AREA: 6,256,131 SF = 143.62 AC.t PHASE 2 AREA: 986,812 SF = 22.65 AC.f 3. ZONING: PLANNED DEVELOPMENT (PD) 4. A PORTION OF THIS PROPERTY I1 WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP /3720420400J, EFFECTIVE DATE 2/16/2007 AND FLOOD INSURANCE RATE MAP /3720421400J, EFFECTIVE DATE 2/16/2007. 5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION. 6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY THE USACOE. GENERAL NOTES: 1. OWNERSHIP REFERENCE: D.B. 4379 P.G 330-346 PLAT # 16 PG. 73 2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD). 3. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. 4. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO NC00T SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS. 5. INTERIOR ROADWAYS FOR PHASE 2 ARE TO BE PUBLIC. PUBLIC ROADWAYS SHALL BE DEDICATED TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 6. A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS AND MEMBERSHIP HALL BE AUTOMATIC UPON PURCHASE. 7. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY PLAN IN ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS WHICH INDICATE A CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY THE PLANNING DEPARTMENT AND IN SOME INSTANCES MAY REQUIRE PLANNING BOARD APPROVAL. B. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE. 9. ALL LOTS WIDTHS WILL BE A MINIMUM OF SEVENTY (70) FEET. 10. ALL LOTS WHICH FRONT CUL-DE-SACS SHALL HAVE A MINIMUM CHORD LENGTH AT ROW OF THIRTY FOOT (30') MINIMUM. 11. THERE ARE NO WETLANDS LOCATED WITHIN THE LIMITS OF THIS PHASE OF THE PROJECT. 12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REGULATIONS. 13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY TYPE OF DEVELOPMENT. MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS: AREA IN (S.F) 12,000 SF FRONT - 20' MIN USABLE LOT AREA (X) 95X REAR - 20' MIN LOT WIDTH (FT) 70' SIDE - 10, MIN CHORD AT ROW (CUL-DE-SAC) 30' CORNER - 15' MAX BLDG.. HT. (FT) 38' ANY PERIPHERAL PROPERTY LINE STRUCTURES - AS PER NORTH CAROLINA STATE BUILDING CODE APPROVED ' =CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION �S 11�1oy1� 813115 V�'-� DEVELOPMENT DATA* v PHASE 2 AREA: 986,812 SF = 22.65 AC.t PROPOSED DENSITY 54 UNITS = 2.4 UNITS/AC AVERAGE LOT SIZE - 13,631 SF AREA OF LOTS PROPOSED - 749,719 SF = 17.21 ACt AREA OF ROW PROPOSED - 125,762 SF = 2.89 ACt TOTAL PROPOSED ROAD LENGTH - 2,394 L.F.t IMPERVIOUS SURFACES - PROPOSED BUA - ROADS - 81,389 S.F. SIDEWALKS - 7,348 S.F. LOTS - 243,000 S.F. TOTAL - 331,737 S.F. (33.6%) i AFk 7 9 2015 DEVELOPMENT NOTES: ac 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE = 8 SEAL g PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 031315 s . • SINE 2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL ....... pp ;.•'`� REGULATIONS. off S. YD,xt31S NOTE: ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE STATE OF NORTH CAROLINA PROJECT NAME: WYNDWATER - PHASE 2 GSP CONSULTING PROJECT #: 2014-0002 • COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REOUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE O PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WITCH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. GENERAL NOTES: I. EXISTING TOPOGRAPHY, 13DUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEYS BY ATLANTIC COAST SURVEY, PLLC (P-0822) AND OTHER AVAILABLE INFORMATION. 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 SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER 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 1 (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. B. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE. AND CONCRETE CURB r9: GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES: ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. 8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES: 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC, FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. 2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF ANY GRADING ACTIVITY. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. 7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. Designer GSP Scale Drawn By Date GSP May 2014 License # job No. P-0718 2014-0002 MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADWTIONAL 2 INCHES OF 04 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACIONG IS USED WITH B FOOT STAKE SPACING. 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WARE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE CARE NOT M DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE CDVER. 6. INSPECT S1OMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS, FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. STABILIZATION NOTES I. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. PERMANENT SEEDING SCHEDULE - MIXTURE 5CP SPECIES CENTIPEDE GRASS Seeding Dates MARCH - JUNE Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TEMPORARY SEEDING -LATE WINTER/EARLY SPRING WINTER AND EARLY SPRING SPECIE RATE (LB/ACRE) Rye (GRAIN) 120 •ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) *OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER SPECIES GERMAN MILLET FALL SPECIPc RYE (GRAIN) Seeding dotes r COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG, 15 - DEC. 30 - FALL Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Maintenance REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WYN DWATER - PHASE 2 Toosail Townshi Pender North Carolina GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.. 2. 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. 3. 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 ADEOUATE PROTECTION. INCLUDING FLAG MEN 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 NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. SITE NOTES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 8 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. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10. 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-SW-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 11 FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS. EQUIPMENT, ETC.. THAT MAY BE REWIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL STORM SEWER NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS, PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS. 3, ALL STORM SEWER PIPES TO BE HOPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED. 4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, 7 DAYS NONE DITCHES AND SLOPES HIGH QUALITY WATER (HOW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3.1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS NONE (EXCEPT FOR WITH SLOPES 14 DAYS PERIMETERS AND HOW FLATTER THAN 4:1 ZONES) GENERAL NOTES EXISTING UTILITY NOTES L 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 GROUND, 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. UTILITY CONTACTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-500-632-4949 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY UNES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE R Alit? I 2015 ? �� SEAL BY. ? 031315 S. PREPARED FOR: T SIGNATURE TOP SAIL NC, Ltd. 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H 12, OANI 101 A' A 29 20r ME IV' ME Ir ME M* a" X27.75 X�7.96 no NG 5PHI 22' ME 0 X28.50 X27.83 ft.:��v 27.:2q x1i1_55 X28.26 X28 33 X28.09 20' OAK TO -0 OAK 2�1 34 -xTi.- 0 2f RUE - - - - X27,96 X27,55 X2B 86 E X�0.67 X2�.87 X2814 3� X28.01 X28.27 X28.18 X28,15 X28.55 X28.4 \07A F C)8 0 ID ,aAw M 2 86 1 x p< 91 X28L30 X2&31 4>52415k 8.2Cipo 87 I t I X28.37 x 26' A2 5. is- am if N EXISTING P D TO X2616t- )�#* 1, /-3��7.27)" " X 1 4*4 _' . ' 'L, , - 1 11 IX30.81 1 X28.28 1 \ - , �"2�,619 11 . 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X27' IV CAN T6 - - - - - - - - - - - - - - - - - 1 21 1 V. 1 81 X29 X28L %7 61 ME M* MELSD �g_ Lry{ 2 X29.17 14" NNE 2, fI MT4 N _L0 -X2-2,Gl@ - - - - - - -1 6 7 6* Gas & X29.79 I _,6 19 20. po. 3 24"XMA.47 40 Ir ME 28LLST)NNE Ir 0AN X29 24 EXISTING �QARL�,� 02SI.22 FILL X-21 134 __XH et *A.74 I !k - - X2R4fo@ 12"W 0 PATH TO BE �<28L49 I 26 06�� 14' DAK is NINE X-24-7D_ - - - - X22,25 24" NINE X0,05 - X)2 5 IV ME Q 7 IPSANE it RK 3V OAK 7k 2f� - - - - - - - 8,03 If am X2.9.34 28' E it AE �4 0 2"NE 20' PINE X29.C§ - - - - - - REM-OVE 12* M 0- R"E r :77 X2F 24 X26.27 14;4• 20 ME X28.18 1 , EE (914 14" NNE ME: X28L91 06 X28.29 xn 96 - - I X27.80 9. 01 X27,7; X26 X2 2�.40 X27.61 X\28.96 X29�73 2p -X29�27 ix k, - - - O_ W pw - - -/ ) X29.10 X2� �4 X29.73 X29,99 X30 23 Y'36 P7 -29.21 N - ��K29,42 2� D - - - X29.48 X27,22 12' ME X28.12 14511011! 7p RA x =1 T SWEET GM I kV4 X2 X26L7 28,88 12915 406" NC NC X27.20 2 327!L3Q0TAL men 0 ZAK DA D _P#)4q4 X27�8_ X2Tt �; T� olio X27 21 167 0 X2)oj,40 7' WALKER STEPHEN S 4SV53 BCE 291 049P ;zq no X2- 1 X2812 - - - x_2�6� FW 2813 LUKE et a] 4214-20-896pog?P20 PITTS HAROLD J 61 / 3/ 11 1 1 1 4214-21- 7092-0000 ZONING: 2899 et at X2*o 12' PIK 11 X29,90 > 29.62 ZONING: PID 4214 _ 20-9768-0000 ZONING: PD 12" It 27�03 X29 N7 CRAWFORD JASON HOLLIS DURWOOD J et 01 BENTON JENNIFER DEANN MAYO REBECCA COLE ET ALL THOMAS F X28,40 HOLLIS EDDIE 4214-21-1626-0000 TRUSTEE HORN RONALD DWYER MATTHEW WIANE >1 HOLLIS EDDIE EARL HOLLIS EDDIE ROY et at AL et at T et a[ WHALEY SEAN NASH COREY LEE JR et at GqEENWAY G R 1? 4214-21-3472-0000 4214-21-4365-0000 et at et at 421 A - 21- 7101 - 0000 EARL et at EARL et at ZONING: PD 4214-21-2519-0000 TRCY et at JR et at 4214-11-9862-0000 4214-21-0755 0000 ZONING: PD 4214-21- 2489-0000 PD THOMAS L JINVESTME T 4214-11-8980- 0000 ZONING: PD I ZONING: ZONING: PD 4214-21-5247-0000 4214-21-6128-0000 ZONING: PID et at 42�4-12-519 -0 6DER C�Ty�=4214-11-7997-0000 ZONING: PD ZONING: PD ZON1NG: PD 5 Dow ZONING: PD ZONING: Pp ZONING: PD -5241-0000 ZONING: 42��-12-7025 IING: PD ZONIA�: PD x a. x I ZW v POE 29.20 2 L- - - - - - - - - - - - - - _1&910 ­7:� IN 2447 W - - - IN - - - IN - - - IN - - - IN - - - IN - - - IN - - - IN - - - W_ _W - - - W - - - IN - - - IN - - - IN - - - IN - - - IN - - - IN - - - W - 28.39 2 W 27 1*- 12' ME iltx 1101PINE 7. t No� IN - - - ON IN -1 WINI PALIOT E -X-2-�l -64� R7LW -(PtKIC) 4214- f NI �EA 2 1315 X'2 Y7 Xk- 7:1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �2 %2. ,jar io �_y 4 '\\ '2 X IX21 x /2 2 4 �78 'a' P �7 /x 05 5 S 4n6,l6 LIP X2 2" s* "ILKER S TEPHEN LU KE e 1 (31 14 Z 2 1 _ 709 2 ;0000 ONING P IOT "0 t)Nl$ E :1L r Y S_ = 0 15 ,�I�APHIC SCALE 60 0 30 60 1 1 20 1 inch 60 ft., BY: Designer GSP Scale I* = 60' Drawn By Date GSP Moy 2014 License It job No. P-0718 2014-0002 WYNDWATER - PHASE 2 Topsail Township Pender County North Carolina EXISTING CONDITIONS PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 GSP CONSULTINGPLLC I Sheet No. ENGINEERING C-2 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910442-7870 fax: 910-799-6659 11 Vf LA.I Z J Q 0 Z O M N N a a ACCESS EASEMENT REFER TO CUR8 END DETAIL 1 2.-0. VALLEY GUTTER 2'-0- VALLEY GUTTER Locol Residentiol Rood X-Section (w/ Volley Gutter) WEST CRAFTSMAN WAY 40' RIGHT-OF-WAY TO GRADE --' 2--0- VALLEY GUTTER Y-O- VALEY GUTTER SITE DETAILS Residentiol Cul-De-Sac Rood X-Section (w/ Volley Gutter) Reference N.C.D.O.T. "Minimum Construction NORTH LAMPLIGHTERS WALK Slondords for Subdivision Roods." - --- EXISTING ACESS EASEN MAX 25'R A 35 � to I r� i 35'R II (I Residentiol Cul-De-Sac 232' -- - -80, 80' 8V 80' - - 80'-- 80' 91 70 - - -- - ---------------- -------- 10'-TYPE "C_1 BUFFER WITH 6 FENCE__-- _-_-_-_ ---_ - T E C t-BUFFER TH 6' FENi - - - - - - - - - - - - - - - -- r- r - - - - - - - ------� r------ I r------1 f-------I 1----- \ I I I I I I I f I 1 � -----1 I I I I I p I I 1 1 I I \\ LOT 92 j I I I 4L I I n6 --_ 21,903 SF I 1120462 SF I I LOT 94 I I I I I 1 •'6 1 10 T� YPPEE C w BUFFER NTH 6'�C�E �I / \ I \ �� 1 1 j 1 12,467 SF j LOT 95 I LOT 96 I I LOT 97 LOT 98 I� I 1 1 I r- r I I I 1- I I 12,467 SF I 12,467 SF I' 1 12,467 SF 12,950 SF I I I I I \\ -_ I I I I I I 1 I I I qp 1 I LOT 15 I I I' I 1 j1 1 �\ \� 1 I I I I I 1 I I 1 1 115,872 SF I^ I I LOT 65 1 I- 1 / I I i J I I I I I I I I I I I On I I 1 16,66E SF lI I - I/ 1 9/ 78 �II J L L a j iI1 I 1 II LOT 13 1 17,391SF 1S I6• PE PROPOSED > ----- J --------- - - - - -- WET DETENTION " BASIN ---- -- - ----- -- --- -- ---- - N 4.1;!t0l" 1 1 1 'R \ 1 -- - qu 1. -- - - - _ ^'r +79.0-------- W 5+00 _ 14+0 t 3 - 8 " " . \ \ I 22 953 SF 16+ 4 PRIVAT ROLOT 14 I I LOT 66 I I _ _ _ _ _ _ _ - - -Y _ 97r - - - 96� - - - 96 - - - - 96 ' I I 1 17,185 SF I i _ _ e-FrE m PME lfl JYPE-1" TH r • ( \ l I I f I I ------' \ ------- LOT 90 i I 1 \ \\ ��� �w ��. \ 12,197 SF i 75 �I I I I � 1--------------- i ' \\ �� �� - 1 I I 1 1 I 1 1- _� \ I' I LOT 88 I 1 I.; I 1 LOT 85 # 1 11 1 I POTENTIAL PHASE 2 \ `k� LOT 89 1mm"I 12,591 SF I 1 1 I 1 12,634 SF 1 LOT 16 \ 1 "I I "'� LOT 87 LOT 86 I I m g \ LOT 67 1 OFFSITEAREAINFIELD I \ I 12537 SF 12,604 SF I +� 16OT SF 1 \ 13,363 SF I I I I I I I 1 1 14,701 SF �\ x a `, \\ I STORM DRAINAGE STORM DRAINAGE \�/� �� I I I I E R +r EASEMENT I ' / ' p r w \ 1 EASEMENT ----------- --------� -----' -----' --------1 v - 5; o 1 - - - - - - -186- - - - - -1 76 70' 70' 76 70' I 7 ' 8 ' � 70' 70' 37' 33' 64' _ 72' 18, 60' 36' _ 96' _ 107' " X� $ c X7 t a N 46'33'37" W 1,773.61' 1" BUFFER 1M7ti� EE&CE--- \ STORM DRAIN �- S 46'8'32" JE \ ----, ---- ---- ---- ------------ ----- ----- ------ -- - - - ----- r----- r----- r----- r----- I-----1 r--------- 1 \-------------t I 1 I I 4� RAINAGE, SEPTId I , 1 1 I I I I I I I I �•�-- X I I I I I I I I I I I I I 1 I I 1 I I 1 I I I I I& PEDESTRIAN I I I 1 I I I I I \` 1 I I I I I I I ACCESS EASEMENII 1 I I I I I I I LOT 84 \ c$,C ` LOT 68 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 14 064 SF \ 19,643 SF I I I I I I I I I I 1 I I I i � \ I i��/ \\ � I LOT 83 I I . 79' 3" LOT 42 \ \ LOT 74 LOT 75 I i" �I I LOT 76 I E4 1 LOT 78 1 LOT 82 1 WI I LOT 69 1' 1 LOT 70 I' 1 LOT 71 I 1 LOT 72 1 I LOT 73 I I I 1 n n n 1 LOT 77 r. 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I LOT 80 I I LOT 81 I Ion 112,012 SF I I i i 13,130 SF \ a \ 12,095 SFI�I 1 12,005 SFI 1 12,005 SFI 1 12,005 SF I 1 12,005 SFI 112,005 SF 1 i14,578 SF I -� -1 f 12,845 SF 1- I 112,005 SO I12,005 SFI 112,005 SFI I I 12,240 SF1 1 12,005 SFI 112,005 SF I I I 1 I 1 1 I I I f I f 1 I I I I I I I I I I 1 I I I I XCA 4 7" \ ` p• I I f I 1 I �Pi12*1419',- ,Lp ,� ."s• � I 1 f 1 I I I 1 I 1 1 I I I 1 I 1 I I I I I I I I 1 I � �\ \ �� �� \ ``� r b 1 1 I I I I 1 I I I I I 1 1 I I I 1 1 I 1 - J L- N 41. u \ \`�� �� \\\ \\\ -,___� 1-----t I-----t I-----1 I-----1 1-----I I------ -----------J L-----I----J 1---------J ---- $� XCi� ��\ `bGt. 1 87 SF I I I _ 73' 40 75 70' 70' 70' 70' 70' 72' 41' POTENTIAL PHASE 1 & I �� � ��.- - 70 -- Wig--- 70--- 70--- 70 -- -�- --- --- --- --- --- --- --- OT' / \� 22 PHASE 2 OFFSITE I t3� ----- -- -- - - - - - -- -- -- -- - - - - -- ---- --- -- --- - -- ---- - --- -- - - ---- - - ---- ----- - -- ---- --- - - --- - -- - ---` 10R�/ \ \ I \ x I � ST CRAFTSMAN WAY - -+­� -4- � 1 -+-DRAINFIELD AREA 37+00U W)3+041+00 40+00 39+00 38+0 42+00 WE 4�• I I �� ` _- ----_ ----- , I I I I I r' I I 1 I I I I I I 1 LOT 40 I 43,906 SF I 1 I I 1 I I I I I I I I I I I I I I I I I I 1 I 1 I I I 1 I 1 I I I I I 1 LOT 44 1 LOT 43 ItC44 1 1 1 I. I I. I I 1 LOT 47 I 1 I 1 f � 1 18,154 SF 120,776 SF I I I I 1 j LOT 64 I I LOT 63 I r1 I LOT 62 I LOT 61 I ^ LOT 60 1 LOT 59 LOT 58 LOT 57 ivl LOT 56 LOT 55 1 LOT 54 ^ 1 LOT 531 �I I LOT 521 �I 1 LOT 51 1 ^ I LOT 50 1 n I LOT 49 I ^ I LOT 48 I ^ 112,287 SF I ,. I LOT 46 1 ^ 1 LOT 45 I �1 I I I I I I 1 485 SF I 114,897 SF 1 112,905 SFI' 12,08E SFI 12,005 SF 12,005 SF 12,005 SF - 12,005 SF^I 12,005 SF 12,005 SF - 12,005 SF 1 12,005 SF=1 1 12,005 SF=1 112,005 SF I 112.005 SF 1 112.0p5 SF I I i2,006 SF 1 I I -1 113,338 SF I 115,444 SF 1 I I I I I 1 �' I 1 1 I I I 1 I I I I I I I I I I 1 I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I 1 I I I I I 1 I 1 I I I I I I 1 I I 1 I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I 1 I 1 I 1 1 1 1 1 I I I I I I I I 4L I I I I I I I I 1 I I I 1 I I I I I I I I t I � I I I I I 1 I I I I I I I I I---- I ----- I ----- I I---- � I---- i L-----I L - ----I L-----t ----� I 1 I I I I _vi! 4-Ant T_--_I ----� I --__-I `--_-- -- _-----_------- L-----I I -----I I -_-_-I----- I -----I I ----_I I_____________ ----- ---- ------------- - ------- ------------- ------ --------------,-n--,r-------- --- +r -as:Fl�[ ----- -------- ---- 1 TYPl70 C-1 UFFE9o'WTI FENCE_ 7lj 70' _ 70' _ 70' 70' _70' 76 _ 70' 70' _ 70' 10 TYPE TO=1 B FFER NOTH 6 ENCE3o' 70' _ _ 70' 7O'_ 70' 70' _ 70 -� 1�F° - - - - - S 46'08'32" E 1,670.98' - a 1. r .. I� 0 I� F�. 70, et -.G / 4,� "r ei 'i of-_ k � � t`JP e �U aid .. ,, � . ,,. � i NN• bp, Designer GSP Scale 1" = 60' Drawn By Date GSP May 2014 License # job No. P-0718 2014-0002 PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-3 , Im 75AILBENS-tt -W 60' R/W (PRIVATE) Z --- w -w 2" BLOWOFF 8"X6" ifre FOR FUTURE 11CI-80 VALW CONNECTION ; 1-6Vq C) m N N a ;3 n 3 3 a 1s 3 W Z J In Z O m N L,J to a 4Y \ M• UBBS GEORGE W et al -12-4277-0000 ZONING: PD 25Q14"- - G EENWAY GAR[ HOVEY THOMAS L INVESTMENTS et al 42 4-12-5195-C N 46,3s3i w 1264i W - - PROP 8" SDR 21 W/L w i) I 8+ POTENTIAL OFFSITE I DRAINFIELD AREA c a FUTURE 8"X8" TEE 2-B• VALVES s 4V3rW E s ------------- - I - - - Inge (*I I 19a03' (M I LOT 65 I 16,666 SIF t i W NNE I BASILE DONALD J- MORRIS ROBERT P 4214et al -22-5196-0000ol ti I ZONING: PD -----------------I : 4214-22et4269-0000 ZONING: PD LOT 66 11 ssn'm" w 191.31' 1 17.185 SF 18• PnE I I x 441 • � � 1B• NNE I I_ _ _ _ _ _ _ _ _I WET ar _ _ _ _ _ _ _ _ - . S 43R6'16• W _______________� 9.9Y 1 I . 1 POTENTIAL OFFSITE `� 11 1LOT 67 6,294 SF i DRAINFIELD AREA \ I _______________1-__ \ 49I4AINAGE, SEPTIO \ I I I I I I I I I I I I I I& PEDESTRIAN cbk \\ LOT 68 I 1 I 1 I 1 I 1 I I I I IACCESS EASEMENII x \ 19,643 SF I 1 I 1 I 1 1 1 I 1 I I I I I s � � I I I I I I I I I I 1 I I I I ♦♦ I I I I 1 LOT 70 j 1 LOT 71 1 1 LOT 72 1 I LOT 73 j I LOT 14 LOT 75 1 \ \ ♦♦\♦ j 12 095 SFI I 1 12,005 SFI I 1 12.005 SFI 112.005 SF 1 1 12,005 SFI I 1 12,005 SF 1 I 114,578 SF I ` I 1 I I I I I 1 I 1 1 1 I I I I I I 1 ----- ----- ----- ---I I I I I I 1 I I I 1 I I I I I I I I I 1 I I I ♦ ♦ 21,903 SF 1 112,462 SF I I LOT 94 1 1 1 1 I 1 1 I 1 ♦♦♦♦♦♦♦♦ I I 12,467 SF j ( l 1246 7SF T 95 I I 1 12,467 LOTSF 1 I 1 12,467 SF 112.950 SF I I I ♦ ♦ I I I I I I I I I I CP I I LOT I ♦ ♦♦ I I I I I I I 1 I I 1 ,I- I 1 15.87 I LOT 91 ♦ I 1 17,391 SF ♦ ! -----J I -----J L----- I L----- i I e9NNEiT-iB Fill _ I FIRE HYDRAN r WA REMOVE BLO I 40 LF of ASSEMBLY I 1----_--_ •SDR 21 W/L - - ----_ - - - -1F - - - ►- + �. I I f 6"X2• jjE L o _T 16+001-2 VALVE 15+00 14+00 13+00 1 1 � I \ \ 2 BLOWOFF \ \ \ LOT 90 ♦ � � - �-------1 r-------, r-------1 �-------1 Ir- \ \ 12.197 SIF // \ /I I I I 1 I � I LOT 88 1 I I LOT 87 I I LOT 86 1 1 12 T 85 I I� LOT 16 ♦♦♦ LOT 89 I I 12,597 SF I 1 12,537 SF 1 1 12,604 SF I 1 \ / / 13,363 SF I I I I I I I 1 1 I 14,701 SF _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ J _ _ _ _ _ _ _ - _ _ _ _ - _ - J i �. -----I r----- r - - - - - r----- -----1 r----- (-----1 - - - - - - --------------.7 / 1 1 I I I I I 1 I I I 1 I 1CC 4NECT TO EXISTIN / j I I I j I I 1 I I 1 1 I LOT REMOVE F I 1 I I I I I I 1 I 16,442 F 9 I I I I I I I I I 1 I I I I I 1 I I LOT 76 1 1 LOT 77 1 1 LOT 78 1 j LOT 79 1 1 j LOT 81 I 1 LOT 82 I I 112 012LOT 8SF 112.845 SF 1 I I I 12,005 SF I I I I I LOT 80 I I( 1 240 SFI 1 i i 12,005 SFI I i t 2,005 SFI 1 12,005 SF i 12,005 SFI i i i:ol/// $4 X \ � r♦ h 1y. I FIRE-li ANTI I 1 1 1 I I 1 I 1 I I 1 I I I I I I I I I 1 1 L- 1♦ \ --1 1-- --1 I I 1 1---- i 1-----1 1- - I 1 -----J \ \ 1 ♦ ssEMeLY - -----1 ----- - ----------------� [�If1ETiY1filANr L----J L----J L----J ♦ ♦ \I 43� __� yr - -X - - 21 WA - ASSEMBLY - W - W _ P " SDR 21 W/L 1 1 I I I 32+ 1 42+00 41+00 1 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 I 1 I I 1 I 1 I 1 I I I I I POTENTIAL OFFSITE 1 I 1 I 1 I I I I I I 1 I I I I 1 I I I I 1 I DRAINFIELD AREA ILOT 64 1 1 LOT 63 I I LOT 62 1 I LOT 61 1 10.485 SF I 1 114.897 SF I I 112,905 SFI 112,086 SFI I I 1 I I 1 I I I I I I 1 I L- - - - - ---- L I RNE 12. I II I I • I I I I I ( I I WI ,z• ME I HOLLIS HOLLIS EDDIE EARL HOLLIS EDDIE I HOLLIS EDDIE EARL et of JR et alRENDER I EARL et al 4214-11-8:8 - 000 I 4214ZONING6RD0000 CY t�T 4214ZONING9 -0000 4214-12-5241-0000 1 ZONING: PD z4214-12-7025 0000 ZONING: PD ZONING: I '• RNE I I I CONNECT TO EXISTING I - L - W/L WITH TAPPING I 1 w -W -I - - w - - - W_ - SLEEVE dE VALVE f AM 1-6" GV -- -W- --w- - -w--1- --w--WsBs'3s'-E-w- - -w- EX. 6" SDFj2c&W/M DORDALDDRRI�VE_ - - 60' R/W (PUBLIC) GENERAL UTILITY NOTES: 1. WATER SERVICE SHALL BE BUILT TO PENDER COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 2. ALL UTILITIES SHALL BE UNDERGROUND. 3. WATER SERVICE TO BE A PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY PENDER COUNTY. 4. SANITARY SEWAGE TO BE BY DRAINFIELDS OWNED AND OPERATED BY THE LOT OWNER. 5. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. 6. ALL WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED TO MEET PENDER COUNTY AND STATE REQUIREMENTS. FINAL CONSTRUCTION PLANS WILL BE SUBMITTED TO BOTH AGENCIES AND A PERMIT TO CONSTRUCT PRIOR TO UTILITY INSTALLATION. 7. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITH APPLICABLE PENDER COUNTY AND STATE REQUIREMENTS. 8. SANITARY COMPONENTS WILL REMAIN AT MINIMUM 10' FROM ANY LOT AND/OR PROPERTY LINES. 9. ALL WATER SERVICES TO BE INSTALLED BY DEVELOPER AND INSPECTED BY PENDER COUNTY UTILITIES. Designer - GSP Scale 1" = 60' Drawn 8V Date GSP May 2014 License # job No. P-0718 2014-0002 L I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I 1 LOT 60 1 1 LOT 59 1 1 LOT 58 1 1 12,005 SFI 1112,005 SF1 I I 12,005 SFI I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I -------------------i r--- ♦ I ♦♦ ♦♦ LOT 92 I I LOT 9 \ 1 I I I I r----- r----- r----- ____, r----, I I I I I Z I I I I I I 1 1 I_____i 1_____1 i I I I I I I I J1 I I I I I I I I I I I I I I I 1 1 1 I j I I I I 1 I I I I I LOT 49 1 LOT 43 1 1 1 LOT 5sF 1 46 1 1 LOT45 1 I 18,154 Smi i 20,776 SF 1 12,005 SF1 I I 1 12,005 SFI I I 1 12 005 SFI I 1 12 005 SFI I I j 12 005 SFI I 12 005 SFI 1 1 12,0055SF j I I 112 0051 I 112 005 SF 1 I I 1 12.006 SF 1 I 112287 SF I I I I 13 T SF I 15 4 SF 1 I I I I I I I 1 I 11 1 I 1 I I I I I 1 I 1 I I I �1 1 I I I I I I I I I I I 1 I I I 11 I I I 1 I I 1 I I I I 11 1 1 I 1 I I I 1 I I 1 I I I I I I 1 w1 tn1 I 1 I( I I I I I I I I I I I I I I I I I I I I I 1 I I ¢ I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I =1 I 1 I 14wa' 13a66 _ _ _ _ _ _ _ _ j / s 4g�32• ¢1 u1>s�' troTu1 1 WALKER STEPHEN SOBCZAK DAVD I I L21 E 4214ZONING96P60000 ' 4214 7092 0000 / I I ' ZONING: PD I I I I / / I I CRAWFORD JASONMAYO HOLLIS DURWOOD J et of BENTON JENNIFER DEANN REBECCA COLE ET DWYET AaTIl HALL THOMAS F / ROY et al I 000 I TRUSTEE1-1 4214ZONINIG:2 HOTROYRet I al e ( WHALEY SEAN I ASH LEE I et of ' 4214 21-0 5 - 000 RD 4214 0000 al 4214-21L 3et 472-0000 4214-21-4ZONING:6 - 000 al et al 421421 0RD0000 / I ZONING: PD I 4214-21-2ZONING.8 - 000 I ZONING: PD I 4214-21et5247-0000 I 42'4-21et6128-0000 I ' ItZONIN ZONING: ZONING: PD ZONING: PD I �-- ----�--- ---�--- 1-- -----�--- -W---w---W---w---W---W---w---W---W---W---w---W---w-- ---J--- --1 --- --I- -w- --- - -w- - -w- - -W- - -w-_ 9. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION. 10. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTILITIES CONSTRUCTION. THIS WARRANTY PERIOD DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED. A WRITTEN COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE. 11. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5' FROM BACK OF CURB. 12. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS. 13. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT. 14. ALL UTILITY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION. 15. COORDINATE HYDRANT DETAIL, TAPPING SLEEVE & FUTURE CONNECTION DETAILS WITH PCU AT PRE -CONSTRUCTION MEETING. WYN DWATER - PHASE 2 Township Pender County North Carolina PALIOTTI J _ et of 4214-20-87 \ / ZONING: TOTAL LINEAR FEET PROPOSED 229' - 2" SDR-21 WATERLINE 1,276- 6" SDR-21 WATERLINE 2,119' - 8" SDR-21 WATERLINE APR 2 9 2015 C1�aa`!4f4,�4aw I SEAL GRAPHIC SCALE 031315 60 0 30 60 120 ees 1 inch = 60 fLysA[/�Y IS'4GF PREPARED FOR: GSP CONSULTING,PLLC UTILITY PLAN Sheet No. SIGNATURE TOP SAIL NC, Ltd. 4307 FEEBLE DRIVE ENGINEER 1 N G C_4 WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910.442-7870 fax: 910.799-6659 713-822-3891 • - -_ :, - -- - X17.00 •a , -- 1,76 •Ltd' -X1854 X19.00� - - - _ - -- - - - - - - -- -_ _- _._ _ __ _. - __ -_ __ _ .,_fir - __ - - . -. ._ - - - ' _- -_ ___ _. _. _. _- - - - -- ' �-� -- -- -- - - - -- - -- - - _. _. - - -- _. - __. - - _ - - ?F78 41i_. s- � c---�#ff.43�' �- .� _�. 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NCE 1v LOT 9 = iy�t�3' F 'mot 2 . - � -. `:) `j I' / _ = Y" d _,, � 1 N 4cu',o' w / 4nrW L l e r T \ \ 1 T2t462 SF 1 _ LQ a lac �: I r ( I Q g _ a zo PRE I I \\ \ f a ME I 1 1 6 o�E 1 LOT 9� I 1 LOT 96 # 1 LOT 97 N6 4 ,-.. #, 14• 1 i 169.94' (1E) 190.03' (TIE) 1 / \ : _ • ' \ 1 �� ,e• 2r PRE 1 I zY PRE I - 1 I '1 I 1 1 0 I !fi a7IM" (: aRt I # 1 PrE 12,467 SF I 12,467 SF I 1 12.467 SF Z pe° eaaa 1 _) 1 y�usm cw \ V # ,e °"c I Izo b ( 's I I I •!N4•.dz4 1"E ,e ME v LOT 65 # I;• ITS 1 1 f I 1 c� •�• � � 1 16.666 SF I ,. � a I X4 I CQ I >b �. _ _ _ PNdPO @ "�,E„ °"1.OT 91 ne , jz'`, r. .(V DISTURBANCE -. I. I # #1 W _ _ -- -LE _ - - '---- e ac M1 � I 1 � ,wE < - � = I :. `1kET,D��ENiKfN STRUCTURE 17,391 SF � \ I L _ _ _ � - � L - - - - - # w SILT - -------------I I BASIN-- • Q FE C f:: 24•SMEET ZW , _r; F21 `. �'v'2r _ - y O 'i 1 /I y I �---- - m0u-,1r-*--- I z I, n ti n h . T1' ram < J n+< I I wu 1 1 LIM) TS OF 1 _ - /��- . : p1� i I - -* t 1 +00 1 +00 --- - -- --- +� _ 13+ _ MIE ti" ry4, v 1 u a66 I DISTURBANCE _ - - - Nssrizl-. _-_- ----1 - - - - '=^` - - - - - - - - - II 1 `� •fir l 1 'r� 1T,185 SF y� e-n� - \ - - # FENCE - 100 CL�SS B ------ -------- I :. ,TqW r' \ -1 r----- -i r-------1 -1 LOT 90 ab� A - � I '� - - �H.� I I I 1 1 F - 5 43Z6'16' M - e' 8 PRE _ I 1 -_ DRAINAGg- �AIKR��EA \ \111t 1i<1flJ9 ��^ �'�laE - - - - � 1(1 1YC T 9.9r ... 18 \ ,r-a�E S ,,, / / <; 24• aw 1 1 I I i1t IPRA F #.._- Nip rr arc ,, /', I f'ys ,v oac ,o• ouc l 1 LOT 85 1 #ti t0 oON I �ETENTION BASIN - /' 1 LOT 88 f !_ � I 4F �' # e sr¢T \ 4 PRE 19• ME- - - -zo ,e rsf , � � / / I I LOT 86 ( I 1 12 LOP 6 ofxPmE !� # - - - 24 z8 oa RIPRAP,, f8" THICK '.# �� I I G . oa I 12,537 SF 1 1 I 6 4 le wE L� 89 I , +� \ 1 s \ 13.363 SF I I I ) a 8 0 16,294 - - _ zo aRE zu i - # zo #�e• awE # � z,• ' � I 1 1 I I I I � # :� \-: 1fi• PRE I _ - - - - - ,..1 +«r. # - / ) - : 1 -.. 0 ,a• E 20•alE 1\ \ ---- -- -- --.4--------J-------J------- siEET aw 122.65 AC. 1 - ,z PwE # P,E INA 0El� ----*-----e--' dR 1 IOTAR _ a ,6 PRE OOGNOOQ.. -. _ , bI -- _____ ___ ___ - ---- ---- - ----- .._-------- ,. 2,1. Oluc � � ,a• arE 4 I I I I I I I " 1 4OT:.PUBLId I , { T. 1 1, 1 f - - - - -1 I - _ 0 = !_BAND -js - I I .1: 1 r- 12,950 SF I I ) CP 1 1 0- I\ ♦ \� '0 e I I 1 I 1 1, DRAINAGEi I i I I 1 1 / 1 \ zT9 643 I I -1- _ 1. 1- 1 I _� �- ' : � ">� ♦♦ �' II I 1" I 1 ) 1 ) 1 I 1 I I I I EASEMENII I I I I I I I ., ,, 1 1 ) I I I LOT 84 / P, 1 1 I I I I I 1 1 1 I I 1 1 1 I 11 I 1 1 1 I I 1 14, 4 SF ' \ \ 1 I I I I I I I I I I 06 Pnc I I TEMPORAR4 6 e`� y 1a•TME +� I I I I 1 I I 1 I I I I 1 I 1 I 1., I T \I I I I 1 i I 1 I LOT 83 I I I CONSTRIdC`T10N f ;a 2. n�\ r LOT 74 LOT 75 I r 1 LOT 76 I 1' ) LOT 78 I 1 LOT 82 1 0 I ';T LOT 69 I I I LOT 70 I I 1 LOT `71 I I I LOT 72 I I 1 LOT 73 { I l I I I I I I I I LOT 77 I f ( {" SOT 79 1 I LOT`80 1 I L0� $1 I I 1 1-f2,012 SF I 1- Eh'jTRAN e �� __ -' 22.65 AC. � \\ 1 I I 1 12,005 SFI 1 12,005 SF1 1.12,005 SFI 1 12,005 SFI 1t2.005 SFI- 114,578 SF 1 112,845 SF i ) 12,005 SF ,005 SF 1 f 12,005 SFI I 112,005 SFI I 1 12,240 SO 1 I I iA,UVAGE AREA - 12,095�SFpa, PREI ,, , oaR I 1 24• ME ) 1-.. 1 1- ; � t 1 112,005 SFI 1 I 112,005 I <....I 1 I / XdJ r I 1► `' ``" TO WET z �.. # °" 1 I n- ME 1 4I # 241 I # ► E s r DETENTION BASIN 2r Prc # I I I N you, zo- PRE I 1 { I 1 # Iz' P'"E � <•� __ xs �.. __ 1 1 1 I 1 -•,.ft14- a�Re♦`'9O z 0�q j♦ .Y. " ; , . _ " T 1 1 m• Plc 1 1 1 14" Maio° pF E I L. p \_ _ a PRE 1 I a 6 w I 1 a 2. a{w 1 \ ® 1 # 4.E # I I z PwE'a' PRE I _ J i ti # \ \ �� # 1 -----J -_-- 2z ----1 ---_-1 I--__ I.r, I--___-- ---- L- i zs-mai L--__-f L---- i L ---I` L-___J, _ i /i `• I v k - ;ram_, -- --- --- --- - --- -- --- -_- _--- - 22' ME - r 1 „ Z 41+OQ' +00 + 38+00 37+00 36+00 35+00 34+00 14• awc .;•, ,z• or:R # I 1 I . , +i - 6 _ _'� - - - - - - - - ou c ,I•wR,- `'1I.: 1_.- rFmI �1 _'-I1 11 -----I I I I I I I I I 1 I r---- i 1r---- 1 16' ME I I : 2 # oR1 1PR"s (,, .K { 1 I I -- �- - I I I 1 I I I I 1 1 1 1 zo 7 wE 1 z-12• owl 16• Prc 1 I 1 I I I 1 I I 1 I 1 I I I 1 { I I 1 1 I ) I- LOT. -44 I 1 zt aix I:' I I I 1 { I 1 1 1 211 PRE I I 1 u' ou 20• O I LOT I I' LOT 63 1 LOT 62 I I I I# '14°" I I I I 1 I 1 1 I 1 I I I I I I LOT 47 I I O 40T LOT 60 F,-LIW59 LOT 58 t �f: j74• LOT 50 I LOT z LOT 54 I LOT 531 I, LOT 521 LOT 51 1 1 LOT 50 I LOT 49 LOT 48 ' I i 1 I I LOT7 -46 }_ .'I -LOT_4 L, I _ MITS OF I I 1, 1_�;,I I I I I I I I (� 1 I� I I I I I°MI 1 I 12 005 : 12 005:'1'f2 005 SF-11213e SF 1 I 1 12 oos SFI 11 12 1 I 12,2$7 SF I 1 ,4• E118489`SF I 114,897 SF 1 12,905 SFI 12,085 SF 12,005 SF .12f605 SF 12,005 SF 421b»YSF 12;005 SF 12, 005 SF SF SP -1 S O0& SF I 3, $'" •`,} 115,444-SF _ TING DI ISTURBANCE 1■ # I 1' 1 1 I I I #I ' 1 I # I I I _; I 1,a o.a 1 1 { I 1 I 1 I I 1 1 I 1 : ■ - 1414•IrNE 1 ) 1 # 20{ I # M' 19 _20• PRE ( 4• RP ow _ # a I 1 '., 1 ( 1 - 1 i WI( _ 1 1 -1 1 ..\� r1- ••j{ -BE FILLE I I I - I I 1 I I f # 1 IR I I I I 1 I I 24•ME I 1 I. +."-,} zoaR „r I I I t I I -- • `` 1 I _ „ z•p� 1 1 1 I ,' 1rIPrE' 1 1 12-PwE 1 I I I # PlE I I I P" #., ` I_ 29• ME- I I I I 1 ark I I I I�, I I I � I -' I T w -,e• ovc 1z.0"'9 1 I ;� 122 Pe,t I-- # 1 I I 1 I I 112 PRE I I # I 1 4-' I { u ow I I 1 # I PE41 I I I 1�' IU zi'"ex PRE t 1 )" # t4 %IE 0 >_ I I I I I I I IB - - -- I I 1 I I I I I �f SILT L_----I -- --� 1-----1 - -- l , - ----' *--= I - - 1 '---- -- --_ -- L-SICI`-I - ;L-----I . 4----� 1 - =�� ----� L-----1 L-----1 f- --�f L-----f L- -- SILTr '- r------ ------ --� ------ ------ --- --- ------ -- C - ----------------'---- -------�P"r--^ ' ------ = * ---- 14 FENCE [LT DI{ CE I LIMITS' OF LIMITS 1 ISTURBANCE DISTURBANCE r 12• ME 1 . ,9• aw: 24'ME \ \ Ir #awE LOT 16 \ 14,701 SF OPEN SPACE i_20,776 SF I- }_ I 1-::- ' IIII ri l -n,.r- �:nvr :..F' _,�,. r_ ' rr ,-G I ' 1 r vwEAl I• 1 "._:I_ " -. .., , ' : -. ry,l � I • e.•., ..:' _,, .... _, `. ,,, STORM r -.;; _ q y 'r,lq_ :k„" C'i :,.f ..,.,. ,. - 4 ,ABLE : i" nCP F TEMPORARY- I' 2'ME '"'ONSTIMPTION # r EF}MANCE LIMITS OF 2-%,T-'N'-I:: 1 MeT, 100AAire #' (FENCE - -- - �, 4f1 - ... -- - ----- a. it GRAPHIC SCALE 60 0 30 60 120 1 inch 60 ft. C C� Designer GSP Scale 1" 60' Drawn By Date GSP Moy 2014 License # lob No. P-0718 2014-0002 FROM TO LENGTH ft QIAMETER in SLOPE ,NV. DN ft INV. UP ft RIM ft MATERIAL 2 1 254 36 0.66 19.70 21.38 27.39 HOPE 3 2 43 30 0.09 ' 21.40 21.44 27.39 HDPE 4 3 86 30 0.20 121.44 21.61 26.57 HDPE S 4 ., -204 - : 30 _ _ _..._ g -. __ 21,61 -- '; _:2MO _- _ - , 79- - - HDPE-- 6 5 212 24 0.30 22.02 22.66 26.90 HDPE 7 6 100 24 0.30 22.66 22.96 27.49 HDPE 8 7 100 24 0.30 22.96 23.26 27.72 HDPE 9 8 103 18 0.30 23.26 23.57 28.67 HDPE 10 9_ _ _ -__tW_ - -15 _ D.30 ---_- ____ 23.57-- _ .__ 23.89 - ------ 27 82 HDPE-- 11 10 35 15 0.31 23.89 24.00 27.82 HDPE 12 4 35 15 0.31 21.61 1 21.72 1 26.57 HDPE 13 5 35 15 0.31 22.02 1 22.13 1 26.79 HDPE 14 6 35 15 0.31 22.66 1 22.77 1 26.90 HDPE 15 8 35 15 0.31 23.26 1 23.37 1 27.72 HDPE 17 16 254 36 0.63 19.70 21.29 27.39 HDPE 18 17 43 30 0.30 21.31 21.44 27.39 HDPE 19 18 95 30 0.20 21.44 21.63 26.55 HDPE 20 19 200 24 0.30 21.63 22.23 26.55 HDPE 21 20 158 24 0,30 22.23 22.70 27.42 HDPE 22 21 88 15 0.30 22.70 22.96 26.55 HDPE 23 22 35 15 0.31 22.96 23.07 26.55 HDPE 24 1 19 1 35 15 0.31 21.63 1 21.74 26.55 HDPE 25 1 20 1 35 15 0.31 22.23 22.34 26.55 THDPE 27 26 179 24 0.30 19.96 1 20.50 24.58 1 HDPE 28 27 1 90 24 0.30 20.50 1 20.77 24.80 1 HDPE 29 28 1 25 18 0.32 20.77 1 20.85 24.80 HDPE 'L1 r PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 PC SEAL 031315 S. ,PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910.442-7870 fax: 910-799-6659 Sheet No. C-5 Revision Designer GSP Scale 1. = 50. Drawn By Date GSP May 2014 License # Job No. P-0718 2014-0002 / / � ♦ ,. � \ 3S � \ 1 \ 1 � / / 1 35 1 \ \ \ �/ 4g \0 \ \ \1 11 1 3S L6Oro LO \AS Zv i0 / �� x� / — — \ \ 3S �6S Z\ \\ 1 / 1\\ 3S 24"gyp€' 7, 3 9��'\ \\ \\ ; \� 24" H�DP 1pI I R r // g \ 3S a1p1 \\ 1\ , 1 '' „ /� " 18HDPE03k 3S \6 p1 J \ \ / 9 ROAD 3 vt 3S `goo \ \\ ` \\ 56 96As Lq'v \ , \ \ \\ \\ \\ \\ \ •Z\ \ L6 1.0 \ \\ 1 \ \ \\ g \ \\ \ \ \ 3S Z p\ �\\ \ \\ 3 B6ip \\ i\ 0 v x I I I I I I I I I I I I I I I 1 I I I I I I f I I I 40 I 1 I I 1 I I 1 I I 1 I I 1 l I 1 I I I 1 I 1 I I 1 I 1 1 I I 1 I I 1 I I 1 I I 1 40 1 I LOW + PT ELEV:26159 I t HIGII PT E�EV:26.964 I f I I I 1 I l 1 1 I 1 1 1 1 1 P STA:11+25. 0 I P STA: 227.99 1 1 1 1 1 I 1 I I 1 1 26 IK:100.0 I 1 I K:1 AD[ -11.0% 0.0�- 1 II II II I1 I 13535 AD: nAn o � 0 I 0 -00 o 0 _pc 0 p o aJ +� 1 �� _ I 1 I + 1 =N tR Ham. Q p+j ¢� 30 0"D I 1 I 1 I 1 I I I 1 I mIT I 30 1 En Ld I I c~i1 w fn wCN 4 I �• I I I I 1 I I I I I 25 l I I I I I I 1 I 25 At I I I I I I I I I I I I I I 1 2--PVC SDR-21 W�L 0 630% 20 f 1 I I I I 20 u 1 I of U I I I I l I I I I I Jv I I I I I I I I I I I I I I I I I I I I I I I I I I ( in Li 15 to 15 �N I I I I m I 1 I I 1 1 I I Wrn I N ,tN <C6 I I I I I 1 I I I 0 I B I N ++ ���- + —{ — . + n + _. qJ J W I tpJ 10+00 + WYNDWATER - PHASE 2 ITopsail Townsh Pender 11+00 + 12+00 + 13+00 + 14+00 + 15+00 NORTH LAMPLIGHTERS WALK North Carolinalll PLAN & PROFILE (PRIVATE) + 16+00 + 17+00 PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 SEAL r? 's 031315 APR t 9 2013 .; c �►� B- �RRY S. GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 8. VJr VINJULI IIN V,r LLB. Sheet No. ENGINEERING C-8 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910442-7870 fax: 910-799-6659 - 4 x4 REINFORCE DR BRICK BOX - - - - t 1 ,f4- D CONCRETE BOX X18.46 GALVANIZED BAR GRATING I' x 1/8' BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4• x 1 I/4' x 1/4' GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF - __ OUTLET STRUCTUR- 4 MAX TRASH RACK OPENING - 3 - 14.4"x24" OPENINGS RIM ELEV 22.69 - _ -- _- -- - _- PLACE 1/2" GALVANIZED HARDWARE - - _ -- - - - - -- -- -- cxo1H OVER ORIFICE OPENINGS --- - --- - -- -- --- --- -- --- "- --- WITH STAINLESS STEEL FASTENERS - -- - -- - - -- - ELEV=21.8 20' WIDE \ EMERGENCY SPILLWA FLOOD POOL EL. = 21.8 W/CLASS B R 4' SCH. 40 PVC OUTLET /0.0' 04'-24' CULVERT B 1.0 - - - - - - - - - - - ARY (CFI FV=21. A� EL 21.0 NORMAL POOL EL. = 20.5 ELF TOP ELEV=21.0 54 v v N 24 EL. 20.5 24 W . NORMAL POOL ELEV-20.5 \ T INv. EL. = 20.45 S IF - \ FILTER FABRIC 12 \ \ t0 1 iu -- \ \ \ \ ' THICK CLAS 2 FT MIN - ` \ \ \ B' RIP -RAP FOREBAY RIP -RAP \ \ . I ` 'EXTENDED BASE \ \ N.T.S. _ \ 104'-24" HDPE 1.0% `� `\ OUTLET STRUCTURE DETAIL N.T.S. i L=20NOTES: I \ TOP OF BANK ELEV. 26.00 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 15.0 IN \ ( 124 - _ 24 NTH SEDIMENT STORAGE DOWN TO 14.0 IN THE \ \ AR WS ELEV 5 THE MAN POND AND 16D AND :0 I THE FOREBAY l00 YE 23 9 i N INLET _ \ I N ELEV 2300 `� 2. SEASON HGH�WATER TABLE NWAS ETAKENBAT A GROUND ELEVATION OF 24.25 AND �. T x ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF THE PERMANENT POOL ELEVATION OF 20.5. / I FILTER FABRIC 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER 12' THICK CLASS SYSTEM AND DISCHARGED TO THE WET DETENTION POND. / I 'B' RIP -RAP I 4, POND WALL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY, / I I EMERGENCY SPILLWAY 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED N. T. S. OUT. 6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT. 7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. o 362' T 91 NJESTnPATIAM I 191' �-OPND ELEV=24.25 MAIN POND (' DEPTH = 40 BOTTOM ELEV=15.0 EXC�V 4 OO TO ELEVFOR (' I SEDIMENT STORAGE 14 I n-7 SHALLOW WATER - SHALLOW LAND Designer GSP Scale 1" = 20' Drawn By Date GSP May 2014 License # lob No. P-0718 2014-0002 SEDIMENT STORAGE SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) @ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS = 3,212 S.F. PLANT TYPE I QTY I I BOTANICAL NAME COMMON NAME ROOT I CALIPER I HEIGHT I NOTES 402 Sagittaria latifolia Duck Potato CONT. 1 4" Pot 24" O.C. HERBACEOUS 402 Pontedaria cordata Pickerelweed CONT. 1 4" Pot 1 24" O.C. SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F. @ 1 PLANT PER 6.25 SF (30" O.C.) -536 PLANTS PLANT TYPE I QTY I I BOTANICAL NAME I COMMON NAME ROOT I CALIPER HEIGHT I NOTES 268 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C. HERBACEOUS 268 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C. NOTES: 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED NTH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY. 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. WYNDWATER - PHASE 2 Topsail Township Pender County North Carolina SLOPE TO TOP OF POND VARIES 3-1 WET DETENTION BASIN DETAILS SLOPE TO TOP OF POND VARIES 3:1 - - - - - 3=1 SIDESLOPE 8 10' 3-1 SIDESLOPE - 5' ' 10:1 SIDESLaPE EL. 16. 10:1 SIDESLOPE SEE STORMWATER LANDSCAPING PLAN DETAIL AND PLANT LIST FOR PLANTINGS FORE BAY POND BOTTOM ON THE 10' WIDE VEGETATIVE SHELF 11 POND SHELF BOTTOM POND BOTTOM ISUI IRFACE AREA SURFACE AREA AVERAGE SHWT NORMAL POOL SHELF BOTTOM DEPTH AREA AREA PROVIDED REOUIRED POND DEPTH ELEVATION I ELEVATION ELEVATION (FT) (SF) (SF) (SF) (SF) (FT) (FT) 20.5 20.0 5.0 29,622 12,593 33,673 29.499 4.0 20.9 PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 POND CROSS-SECTION N.T.S. ` SEAL ' ' z 031315 �•. CI .•' s ��3. •,,• �rtBJ'LSiS�'•• BY: ---_-- GRAPHIC SCALE 20 0 10 20 40 Iinch = 20ft. VJr <.VIVJVL1 IIVV,r- LLt. sheet" ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 9IG-799-6659 NOTES: 1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40 2). ALL JOINTS OF THE FLOATATION SECTION SHALL BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED NOT BE WATER -TIGHT. 3). 4" HOPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT CONNECTIONS. 4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE VOLUME AND TO SLOWLY RELEASE 1' RUNOFF FOR AT LEAST 24-HOURS. Designer GSP Scale NO SCALE Drawn By Date GSP Way 2014 License 1i Job No. P-0718 2014-0002 N. T. S. WYN DWATER - PHASE 2 Topsail Townshi Pender Cou FLOATATION SECTION North Carolina EAR 2'-0' 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE TOP STRAND MIN. 014 GAUGE Y AND LINE WIRFIS MIN-1 BOTTOM STRAND MIN. #14 GAUGE \� Y/ z c u7 z 7 C CS r STEEL POST 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95R BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. TEMPORARY SILT FENCE NOT TO SCALE 2' SF9.5A TYPE '1' ASPHALT , -in C�sff1:Id&`tt1 F3 MODIFIED VALLEY GUTTER N. T. S. STORM DRAIN PIPE I STORM DRAIN PIPE PLAN TAILWATER 1 FLOW NON -WOVEN FILTER FABRIC J \—N.C.D.O.T. CLASS B SECTION RIPRAP, MINIMUM 18" THICK, TYPICAL RIPRAP LOCATIONS LENGTH (FT.) UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) 36" CULVERT 18 9 12 SWALES INTO POND 21 10 10 RIP —RAP OUTLET PROTECTION N. T. S. SEQUENCE OF CONSTRCUTION 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN, SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES. 3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN DURING CLEARING AND GRUBBING ACTIVITIES. 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY. 5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS. 6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE. 7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND SPECIFICATIONS. 8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. PLAN VIEW 50' MIN. ' DIVERSION TO DIRECT RUNOFF FROM R/ SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N. T. S. 4 SEAL APR 2 9 2011 = 031315 BY: _ �+q�GIN �a. RRY S. Q PREPARED FOR: (3Cp CONCJULTIN� PLLC SIGNATURE TOP SAIL NC, Ltd. V J r , sheet No. STANDARD DETAILS 4307 PEEBLE DRIVE E N G I N E E R I N G C_1 0 WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910.799.6659 713-822-3891 m o m Zy m Iti> �� 2 ,r �} pm 1<-I , ,Z bir' rr F < . 74 I- F-1 `she" . I..I NOTE: USE TYPE "E", "F" AND G" GRATE ` Q¢3 ,,,., Z DETAIL SHOWING TYPES OF GRATES 2'-11 44" QQ <-1 YB"RAn1us I I-�' T. 0 UNLESS OTHERWISE NOTED. PPt''Iy A P z¢2 „00 USE ACCORDING TO WATER FLOW. 11�rr zt"'s x.+ z Q¢ L S 9 ¢ U ql O Q r O m tlM LL J O IO•I O m 1 i B LL J O HV'-L H-N -4 y GRASS MEDIAN OR 3A" RA➢IU3 Z¢ CJ Nm4Z LySD B qp n r O¢y2 Z1y2� T OOyxZ Fm-4z-4 xD CONCRETE ISLAND 2, 6" I LLO-Ja=Z _ D n m �(3� F v� u_ D D m TYPE "G" TYPE "E" TYPE "F" p p "T w °� a LL x p p n 1 STD. ebo.o3 FRAME, GRATE AND HOOD �� - _ Z �. - 1 I9�" FUQOT„)r 2mZDm B (' w°qC QLLS ROOM Z Cn o�1 _ N N yF O F"I rT _ ~2 ZW xOOO A EXPANSION JOINT I EXPANSION JOINT > Q OC 'D Zy .l I p Q OC 2 00,r.,0 - y-i LL. OOO [QF-LLOJ zg-0 T am ,it" lusiUS 1 6" to° wwlus F-SFZ -1 - WATER FLOW --► SAG �- WATER FLOW 7 " o o Q x D Nz " Ox 7Dz SECTION LL SECTION - MM 0 U) x�Z ' ¢O)--'Q C70r-+ O� O•Wj fDD oo z .+ DDD I 9/g z ,> SECTION - AA pov3� 1 A OO A ALIGN FRAME WITH INSIDE 1 " FH j F" D� Z N0 , EDGE OF WALL TO ALLOW " d0 fD0 •__________________________________ d0 <I..,, FH O O O ": ' , W W N VAX. vM. s" d FOR VERTICAL ADJUSTMENT :v. L+� O z rr ' O O 0 0 1" g 11� z A s" ra B" m z -D �` LLI IN Z WALL SECTION :°.' c� i 1�4" O 10'-0" B _. _. _._I. 9�-_72�� 10'-0"� o T-T 1'-6" r` L It., WIN ' SECTION - BB i T------------------- SECTION - PP SECTION - IN 1'`rr q,�n B rL �tl SECTION B-B 9� XwI� ,r _______ NCDOT _ DETAIL_ 840.03 __ PLAN NCDOT DE AIL 840.03 - � z -n 1 „ 2 „ z o M VAR -6" Z w y m FRAME,GRATE, a HOOD ASS'Y � N °C ut 70 9 z WATER FLOW SAG WATER FLOW x 9 O m O 2 A ~ F Z �° J_ o O O p to'-0" 3'-1W, m'-0" Q y F c y c2 . _I LL O m c LL O m y s cZo SECTION - BB o Q O r = to M-•I SECTION A -A = m r m y M 8, 2' Err .. Z x m m y T7 2 z H LL Z r _ - - 1 - Q z U z TYPE „F,r TYPE uE„ TYPE uGu 9 TYPE E a a U = C y �L - - - - - - - - - - - �-I' 1..,3' ¢ W D 01 ? T o - p ^ o z P DO CD RAISED FLOW ARROW „ o G 00 D EXPANSION JOINT I I EPRE98E0 BUTTEfl LINE EXPANSION JOI� Q ¢ z K -K u 1.r 2 - c v z g L M m a N I" Q V) Cr z-4 v RAISED FLOW ARROW 2 /N3' HIGH o y ¢¢ -n O D N 90 SECTION - M O f Z D y p �6" HIGH -� O - [' Q W z O g SEE STANDARD N0. 840.01 OR 840.02 OS ¢ O o Z I7 o t- Q �p v ELEVATION ss o¢LL to -� QQ o O * ' zQF F OC c C oP o Q to 9 0 v 6" 2'-1" ot` < zQ D 'z D L M " '�� I' =1 $'' DO to O D Z 1 y2 rr I =00 1 vI z m> �p 1E WIN 'r5�'9 F CC 2 J FRAME PLAN - tv 2 w O v ,..! „ 2 p 3" RADtIM P�qE OI = F _ SECTION JJ HO-N W W = FZ 1/g a O rr tX U) W W z = Z b 1b•, awltre CP V 3 '.. apt, 9�, S 1�b 03 O O gP00 D C T 1„ -- 1 I-3'-OMB"y2" U" Q: D O-n P 1 L2" - 1 4 0 c0 W �l oO �� a `''1N J Z- y I-- I- I R 3" R z N O Z o[ C v N" Na a CIO v x -4 ILa a - - - - _ - w LL I=0 r-I p x 1 rr 1 '�.-I I-.- 1 YL"R ,r W {L. °Cp -i y 9 r.G^ tod LU M = z n44 m s P OCC > u 2'- 11 �$ 2'- 11 h-I F z 112" 2 S R = z SECTION CC 3.1 t,S1stG' 0 a LLL rr -- 3 3'-0" G " X Olq,�lrr 11-2" 0 < t $Ee7lox KK - 1a$" SECTION A -AI _�� I y u , .toss TYPE - F PEt� SHEET i OF 2 R SECTION - RR SHEET 1 OF EET 2 OF 2 TYPE G SECTION A -A SHEET 2 OF 2 HEET 1 OF 1 0 HEET 1 OF 1 840.03 MOOD ELEVATION 840.0 40.03 840.03 pC C 852.05 1'-8" CURB AM GUTTER 852.05 O jD GENERAL NOTES: Z m E z G-0 BACK OF CURB sTO. eaoUSE CLASS "B" CONCRETE THROWHOUT. 0} O, OT 1 A OPTIONAL MANHOLE < X PROVIDE ALL CATCH BASINS OVER V-6" IN DEPTH WITH STEPS 12" Q Q ,<H • Z g G" E Q Q M z ' • ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWIM MO.66. F y O ¢ F N O p GENEML NOTES: Z D"O T P E ATI OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 MR DOWELS AT Hy¢Lry I-+-n9y Y Hr2 V, L0 r p T -{ O v7 v >, p :,.9'.: p e 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J O ti O i� I 6" CHAMFER ALL EXPOSED GARNERS 1". LL J O M 4 " „my Z 1 2 n Y :: A e Y L _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM BIAS. D O DO= Z -{ 2 i I USE CLASS "B" CONCRETE THROUGHOUT p 0 d 2 Z E a L E (n ', ---- - :v IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q LL D m X - X - - _ - OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W ¢ Cc Z LL 2 2 T D D m m AS SHOWN ON STD. NO. 640.00. Q U O Z - . - F O O z u .e #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY TIE ENGINEER. O x Tn 0 6" 6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. F x y 0 D m I" T I Q F Fti D T __--v F'- 2 Z m T '�� m ♦ 1 ' USE FORMS TO CONSTRUCT THE BOTTOM SLAB. F 2 Z Z" O Er-N i FOR 8'-O" IN HEIGHT OR LESS USE 6" WALLS AM BOTTOM SLAB. OVER CO F LL O Gi o Mr -I m m m + t O F LL O J n 35 Z 8'.0" TO 16'-0" IN HEIGHT USE a" WALLS AND BOTTOM SLAB. AD)UST O ""' '� z , h IF REINFORCED CONCRETE PIPE IS SET IN 843E SLAS OF BOX, S ON-H ¢ -1 QUANTITIES ACCORDINGLY. O a) -.� D - - - ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. O COW m CONSTRUCT WITH PIPE CROYMS MATCHING. F M j - a PROVIDE ALL JUNCTION BOXES OVER 3'-8" IN DEPTH WITH STEPS F M Lu �- - - - • - -� 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.06. 1 Clf0 PLAN X " " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". O y 7- Z SECTION X-X DRAWING NOT TO SCALE. O Z g" �,1 3 3 ~ ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES O TOP ELEVATI N - Y SEE STANDARD M0.54 C HORNTENEDEMOUNDOPENING INITION OF TTOP SLABHE , NCDOT VARIABLEIDIAGONAL m m m FOR MANHOLE COVER A FIIMIE #4 BANS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) N C D O T P ELEVATION C. DETAIL 840.02 P LAN OPTIONAL SPACTO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP SNICK MAV BE USED ELEVATTON IS 12 FEET. - - - - .NO. 84 .0 ST P - M. N46STEPS - STD. N0. 840.66 TO ADJUST FRAME A COVER TO SURFACE -_ __ --- ELEVATION MAX.V NCDOT DETAIL 84 1 #4 BAR TOP ELEVATION m a "rl ¢ m cc L Cf z - z I 6 E-•- I..) z ,rH - OUTLET PIPE 1 a m ..X C: y D .u:.p .... .o T :°' E+i Z Q W A N m - O W N 2 ' '° x e c' 6 6" 3 m 0. = m x -•,I E 011 F iy z x d - SECTION Y-Y G" �' c e„ 'e >' ¢ = a p -1 INLET PIPE r SECTION 6 ¢ M Z a imz W G cv_ �mz °" C-C OR D-D DOWEL ct- v RISER HT. u '- v SECTION X-X 2 a ctOc ci D VARIER 1 [L a Zo C D al >O m - _ e„ r '.,.- p. :;:.' ?t. p. p 7 y z O DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION 3=3 p 7 O O cc _ T j- OIYENSId18 OF 80% AND PIPE TOP SLAB = s a" T SECTION J-J m = 4'' : :.' F F r S REINFORCEMENT DIMENSIONS CUBIC YARDS TOTAL DIANTITIES DEDUCTIONS FOR ONE W C D l" �p WHERE 90" TO 3B" PIPE IS USED CU W - N D 8" PIPE SPAN WIDTH HEIGHT BARS "A" IN BOX BOX P1G SLABS PIPE W.Y08. F SEE NOTE SECTION IN -IRA O _ Z TOP BOTTOM Sk LI LBS. CU. YDS. W W ,y WHERE 42' TO 54" PIPE IS USED 1N-' 0 z Z - , UP. JOINT D A B H NO. LENGTH E F SLAB SLAB R.OF Hf. REINF YIN. Hv C.S. R. C. m D Z WHERE 90" TO 38" PIPE IS USED Cl) 0 CD O RISER HT. J Z m D� '� P -•9. 12'• 2'-0" 2'-0" V-3" 12 2'-9" 3'-0" V-0" 0.167 0.187 0.185 22 0.760 0.015 0.024 j = i �1 :': n.Y u.Y ::'v. .:r- ,. 4:1 .--. T r i6" 2'-9° 2'-3" 2'-6" 12 3'-0" 3'.3" 3'-3" 0.196 0,196 0.204 24 0.002 0.023 0.038 Ty O `" ui LZV 8" -� = 18" 2'-8" 2'-e" 2'-9" 14 3'.3" 3'-6" 3'-e" 0.227 0.227 0.222 30 1.066 0.033 0.049 Z V 24' W-0" 3'-0" 3'-3" 18 3' 9" 4'-0" 4'-0" 0. no 0.296 0.259 40 1.434 0. 059 0.085 e p A t; 90" 3'-8" 3'-8" 3'-8" 1B 1'-3" 4'-8" 4'-8" 0.375 0.375 0.288 51 1.860 0.082 0.127 ::'I c 36" 4'-0" 4'-0" 4',1' 20 1'-9. W-0" W-0" 0.463 0.463 0.333 64 2.341 0.132 0.In SEE.`1 m 8" " L 42" 4'-8" 4'-6" 4'-9" 22 5'.3" 5'-B" 5'-8" 0.560 0.580 0.370 ]] 2.878 0.180 0.243 .. ni ''ol .°'. '�I- [. 40" 5'-4" 5'-4" 5'-3. 26 8' 3" 6'-4" g'-4" 0.743 0.743 0.407 Ill 3.523 0.236 0.317 WHERE 42" TO 54" PIPE IS USED 1 ° :••fie U.:... •'. o' . �'. o . ..'r '::'a' 1. .v.: ;'v' "'°' " " SECTION Y-Y sd" 5'-10" s'-1o" 5'-9. 29 g'-]" e'-10" 8'-10" O.BBS 0.885 0.444 126 4.283 0.297 0.401 DETAIL SHOWwING METHOD 80 8'-8" 8'-e" W' 3" 30 7'-3" V-6" V-6" 1.042 1.042 0.481 145 S.OBO 0.3g] 0.495 ;HEET 1 OF 2 OF RISER C6NSf�0�fiiOTI PLAN PUN SHEET 1 OF EET 7 OF 1 SHEET 1 OF 1 BB" 7'-I" 7'-1" G'-B" 32 ]' 10" 8'-i" S'-1" 1.210 1.210 0. b18 189 5.817 0.444 0.588 nA^ nn QAn n An 1i 0An a4 C3 CIO) v m Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. 0z O ''LL V PROVIDE ALL RATCH WINS OVER 3'-G" IN DEPTH WITH STEPS 12" I..rO <-4 ''LL r1>L" 3'-8" F2EMQ <1 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 040.66. FQ M Z „ e 1112 Q Q '••' Z OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR •4 BM DOWELS AT Q Q xy o 1 DEPRESSION a rr 1� I rr "O CII 000 12" CENTERS AS DIRECTED BY THE ENGINEER. ZF Hz xD 1'-7%' 1'-7 m -�H F� ooyx z xD USE FOES FOR THE CONSTRUCTION OF THE BOTTOM SLAB. poy=z 1 I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB y O O 30�D -4 _ I I LLl Q U- O D O m AS SHOWN ON 9T0. NO. W.00. W Z LL m z D m - - O G E E F U y- O T z FOR 8'.0" IN HEIGHT OR LESS USE e" WALLS AND BOTTOM SLAB. OVER F 0 ¢ O rm ` CO 0 p 7G 0 - ¢ F x m p O 8'-C" TO 16'-0" IN HEIGHT USE 8" WALLS MR BOTTOM SUB. ADJUSTLL ¢ F M Z ,n V O T N 00 _ O - f0 _ _ - _ - - _ - _ - Co ¢ O Gl r m X _ ( X QUANTITIES ACCOROINOLV. F- x Z LL,I C) 9 j O ' 1 O x _ - - - A CONSTRUCT WITH PIPE GROANS WATCHING. O ¢ O Q 2 z J-- N Q -� D D N 0 Z M D D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z X-N D 1 F > D -'( INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF W. 7SY STONE IN A F > H-N 0 d y C r I m POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. N1 O y 2 _ �� u I ' O O z vJ- CMMFEB ALL EXPOSED CORNERS 1". r SECTION G - G � L 1 DRAWING NOT TO SCALE. 10 LV4Wrr 1r-4W FE4 •INCREASE THE SIZE OF THE 6^ OPENING TO 5" MAX., AS DIRECTED BY THE I-L �L ENGINEER BY ADDING 2" TO THE WALL HEEGHT ABOVE THE TOP ELEVATION. ADJUST PLAN OF FRAME In v Y 2" WEEP HOLES QUANTITIES ACCORDINGLY. z 0 V-7%" 1'-7%" CAST IRON O H c C7 rn a z Pam"" N D DETAIL 840.04 CO PLAN OF GRATING LLI o Cl) m F I°'$LAB G m r rr Z TOP ELEVATION < T ELEVATION e TOP SLAB R _ N 9 O 2 -31/4 CAST IRON ¢ LZ') TOP SLAB Y4 BAR Z GUTTER LINE 1t1 r 1 M Tr4 04 BAR Z y r= IZH C r N 2 CD OPENING a"• - - N Q W v I D NCD(Y TAIL 84 " �" %t" o a ro = z D A e a. B g" , TI it"ELEVATION.Oa. O -Ti z 1 n 1 u 1 n 1 u W y y 2 e 6" x t o x 101$" O 00 'i r �4,� n 1'3��yy�� n 2 C -f a --�1 PIPE WALL O KK fA v 1��rr�� �2rr 3 -3`3$ - �4 O Q O O I I "CUR. I(THIDKNESg VMIES Q= �11" �ri t1A 0 �n I I �n _ I I 'Lrr Q tL = a O c - (YIN.) Z~ s ? a rr rr A. rr •`�4 n it" S F- O D 1^ m I #4 BAR Z N z F L.o SECTION H-H 3' 2" �� 2 ��- -i 2 J CO m c' SEE NOTE _ N Z CO � Z SEE NOTE y O *- a cD z 2 cD SECTION X-X SECTION Y-Y PART SECTION Y-Y ®- J ~ H 0 SHOWING DETAILS AT OPENING --I W Z y 0 2Lgrr �� 2 " �� Z O 3 S o Z f O 0 W 3T YIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W r�yye� n N N ' rr N N O W CO m 3 17'4 2 1 W N W DIMS A BOX G PIPE RI SAIVI - A ROT. BIAS W. M. CONC. TONAL & SLATIE9 DFnucIK B" BOAT �° YNWu N, O a PIPE SPAN WIDTH HEIGHT W. L X NO. Y BARS - Z 0[YEx51ON8 IN BOX BOX G sIASe ONE PIPE OPEXIx9 V N O y D A B H N0. LENGTH NO LENGTH NO LENGTH F G TOP 9 m7. s.m MLUH. W M EQf. RIM NI C.3. R-C. YD. �- C R� "Jr_Brt 2'_sn O 12" V-8" 2'-8" V-10" 4 3'-0• 6 4 3" 2 4' 9" 4' 6" 8' 3" 0.181 0.271 0.250 27 1.046 0.015 0.032 _F 046 O `. O LL 7- 15 3 -8 2' 3" 2' i" 4 3 0 B 4'-3" 2 4'-3" 4'-e" 3' 3" 0.181 0.271 0,250 27 t.los 0.023 0.038 ­6. -"6 V Ks..- r""^• �,iJ 1-..- 3 ,8 4 -0 2'-B' 2'-4" 5 3'-s" ] 4' 8" 2 4' 9" S' 0" T-'a" 0.228 0.940 0.284 95 1.979 0.039 0.049 0.053 r-- d r •'� " SECTION E - E SECT ION F - F 24" 4' 0" a' e" 2 10 5 3' S' 7 4'.9- 2 4' 9" S' O" 3'-B" 0.226 0.340 0.254 35 1.621 OAS9 D.wo 0.053 Q� SEAL 30" 4'-O" 3' 8" 3'-4" 5 4' 3' B q -g 2 4'-B" 5 0" / 8" 0.278 0.417 0.315 49 /.318 0.082 0.127 0.058( AE�p 9 ?d1J v ': SHEET 1 OF 1 SHEET 1 OF EET 1 OF 2 31" 4' 8" 4'.0' 3' 1D" 5 4' B" 10 6' 9" 2 6 9" 5-8 5'-0" 0.340 0.510 0. %2 51 2.390 0.13Y 0.178 O.OSB SHEET 1 OF 2 '' I 42" 5'-°" I'-e" 4'-4" 5 W-3" 12 5' 9" 2 V-6" 8'-0" 5-6 D-4DT 0.611 0.389 e! 2.914 OAGO 0.243 0.088 p 3 � s, 031315 840 . 6 840.1 40.04 AM" 5'-0" 5'.0" 4'-10 5 W-D" 13 5'-3" 2 5'-B" e' 0" 0.4u 0.888 0.407 BB 9.298 O.23s 0.31] O.OBB 840. 04 n I NO.Revision Date B Designer GSP Scale NO SCALE � V�/Y N D COAT E R PHASE 2 TO sail Township Pender Count North Carolina STANDARD DETAILS PREPARED FOR: SIGNATURE TOP SAIL NC Ltd. 4307 PEEBLE DRIVE WILMINGTON,NC28412 713-822-3891 GSP CONCUR TING PI I C JJ J L V L L ' E N G I N E E R I N G 6626 Gordon Road Unit Imington,North Carolina 28411 te1:910442-7870 fax: 9107996659 Sheet No. C-10 1 • Drawn By GSP Date M 2014 License# P-0718 job No. 2014-0002 1 VICINITY MAP "lam 010� ti K SITE ! 4 h l�` '�Q✓\ BOA r O A �< yf D ` f6 I1 �QJ 40 ` ` s &V C P VICINITY MAP (NTS) LEGEND DESCRIPTION EXISTING PROPOSED 1' CONTOUR INTERVAL ---------- .---------------. 5' CONTOUR INTERVAL - - - - --- -- PROPERTY LINE — - - — - - — ROADWAY CENTERLINE ----- -- ------- RIGHT OF WAY LIMITS — ... —"'—"'—"•— —"'—"'—"'—"'— EASEMENTLINE -----------------w__... __....................................... CURB & GUTTER --------- --_--__- SANITARY SEWER FACILITIES STORM SEWER FACILITIES - - - - - WATERLINE -.-•.-__ ___m___,_—•—•—•—•— FIRE HYDRANT ASSEMBLY WATERWAYS _...- __...._.s..._ ... ..._ N/A PROPOSED X PROPOSED LOT AND S.F. 5,000 s.f. OPEN SPACE LABEL 0 STREET SIGN OPEN SPACE 404 WETLANDS BUILDING SET BACKS ................................. PRIVATE SANITARY SET BACKS ..................... FLOW DIRECTION PRELIMINARY PLAT FOR WYNDWATER -PHASE 2 PENDER COUNTY, NORTH CAROLINA MAY 2014 DEVELOPER/OWNER Signature Top Sail NC, Ltd. 4307 Peeble Drive WILMINGTON, NC 28402 PHONE: (713) 822-3891 PREPARED BY: GSP CONSULTING,PLLC ENGINEERING 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 License # P-0718 CERTIFICATE OF PRELIMINARY PLAT APPROVAL PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO (2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL. PLANNING STAFF DATE CERTIFICATION OF SUBDIVISION A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW; THIS DOES NOT CONSrTUTE APPROVAL. PENDER COUNTY UTILITIES: DATE: PENDER COUNTY ENVIRONMENTAL HEALTH: DATE: PENDER COUNTY ADDRESSING COORDINATOR: DATE: INDEX OF SHEETS SHT C-0 COVER SHEET SHT C-1 GENERAL NOTES SHT C-2 EXISTING CONDITIONS PLAN SHT C-2.1 TREE INVENTORY PLAN SHT C-3 SITE PLAN SHT C-4 UTILITY PLAN SHT C-5 GRADING, DRAINAGE & EROSION & SEDIMENT CONTROL PLAN SHT C-6 ROAD 1 PLAN & PROFILE SHT C-7 ROAD 3 PLAN & PROFILE SHT C-8 WET DETENTION BASIN DETAILS SHT C-9 STANDARD DETAILS SHT C-10 UTILITY DETAILS SHT C-1 1 UTILITY DETAILS SITE DATA TABLE GENERAL NOTES: 1, PENDER COUNTY PARCEL NO.: PIN 4214-12-8251-0000 2. TOTAL TRACT AREA: 6,256,131 SF = 143.62 AC.t PHASE 2 AREA: 1,234,714 SF = 28.35 AC.f 3. ZONING: PLANNED DEVELOPMENT (PD) 4. A PORTION OF THIS PROPERTY II- WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE RATE MAP /3720420400J, EFFECTIVE DATE 2/16/2007 AND FLOOD INSURANCE RATE MAP N3720421400J, EFFECTIVE DATE 2/16/2007. 5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION. 6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY THE USACOE. GENERAL NOTES: 1, OWNERSHIP REFERENCE: D.B. 4379 P.G 330-346 PLAT # 16 PG. 73 2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD). 3. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. 4, ALL INTERIOR ROADWAYS ARE TO BE BUILT TO NCDOT SUBDIVISION ROADS MINIMUM STI%DARDS. 5. INTERIOR ROADWAYS FOR PHASE 2 ARE TO BE PUBLIC. PUBLIC ROADWAYS SHALL BE DEDICATED TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 6. A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE. 7. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY PLAN IN ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS WHICH INDICATE A CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY THE PLANNING DEPARTMENT AND IN SOME INSTANCES MAY REQUIRE PLANNING BOARD APPROVAL. 8. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE. 9. ALL LOTS WIDTHS WILL BE A MINIMUM OF SEVENTY (70) FEET. 10. ALL LOTS WHICH FRONT CUL-DE-SACS SHALL HAVE A MINIMUM CHORD LENGTH AT ROW OF THIRTY FOOT (30') MINIMUM. 11. THERE ARE NO WETLANDS LOCATED WITHIN THE LIMITS OF THIS PHASE OF THE PROJECT. 12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REGULATIONS. 13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY TYPE OF DEVELOPMENT. MINIMUM LOT DIMENSIONS: AREA IN (S.F) 12,000 SF MIN USABLE LOT AREA (%) 95% MIN LOT WIDTH (FT) 70' MIN CHORD AT ROW (CUL-DE-SAC) 30' MAX BLDG.. HT. (FT) 38' REQUIRED OPEN SPACE: 55 LOTS • 0.03 AC/LOT = 1.65 ACt PROVIDED OPEN SPACE 1.65 ACt TOTAL OPEN SPACE PROVIDED NOTE: PROPOSED OPENSPACE/RECREATION SPACE AREAS ARE NOT FOR BUILDING OR STRUCTURAL DEVELOPMENT DEVELOPMENT DATA: PROPOSED BUILDING SETBACKS: FRONT - 20' REAR - 20' SIDE - 10' CORNER - 15' ANY PERIPHERALARK QQ STIR G I���E N MANAGEMENT COMMISSION ,�uO�g 11AC)41ko 113hLi IJ-- TRIP GENERATION: 55 SINGLE FAMILY HOMES: 526 - TOTAL DAILY TRIPS 41 - AM PEAK HOUR 56 - PM PEAK HOUR PHASE 2 AREA: 1,234,714 SF = 28.35 AC.t •PER ITE TRIP GENERATION MANUAL 8TH PROPOSED DENSITY 55 UNITS = 1.94 UNITS/AC EDITION, ITE CODE 210 AVERAGE LOT SIZE - 13,063 SF AREA OF LOTS PROPOSED - 718,488 SF = 16.49 ACt AREA OF ROW PROPOSED - 113,482 SF = 2.61 ACt TOTAL PROPOSED ROAD LENGTH - 2,049 L.F.t IMPERVIOUS SURFACES PROPOSED BUA - ROADS - 46,681 S.F. SIDEWALKS/MULTI-USE PATH - 17,291 S.F. LOTS - 247,500 S.F. TOTAL - 311,472 S.F. (25.2%: UTILITY DATA: TOTAL - 55 UNITS @ 360 GPD/UNIT = 19,800 GPD DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. ArR 1 1 E014 g a ( BY ------ �^ SEAL 031315 Fk NF-F - 2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL '° -,q"?RY•S*..x REGULATIONS. p`%1°%y S�`ti'14 NOTE: ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE STATE OF NORTH CAROLINA PROJECT NAME: WYNDWATER - PHASE 2 GSP CONSULTING PROJECT #: 2014-0002 COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REOUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH FENDER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED 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. GENERAL NOTES: 1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEYS BY ATLANTIC COAST SURVEY, PLLC (P-0822) AND OTHER AVAILABLE INFORMATION. 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 SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4, CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER 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 1 (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REWIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5, ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. 8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES: 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. 2, PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF ANY GRADING ACTIVITY. 3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 4, DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED. SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. 6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. 7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. Designer GSP Scale Drawn By Date GSP May 2014 License # job No. P-0718 2014-0002 MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEOUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER, 6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATKN GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REWIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. STABILIZATION NOTES 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. PERMANENT SEEDING SCHEDULE - RIXTURE 5CP SPECIES RAT BIA -R ) CENTIPEDE GRASS 10-20 Seeding Dates MARCH - JUNE Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TEMPORARY SEEDING -LATE WINTER/EARLY SPRING WINTER AND EARLY SPRING SPECES RATE (LB./ACRE) Rye (GRAIN) 120 *ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) *OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER GERMAN MILLET FALL SPECIES RYE (GRAIN) Seeding dates r COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Maintenance REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WYN DWATER - PHASE 2 ITopsail Townsh Pender North Carolina GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. 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. 3. 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 FLAG MEN 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 NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. SITE NOTES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7, THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 8. 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. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10. 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. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. GENERAL STORM SEWER NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA REOUREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS, PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS. 3. ALL STORM SEWER PIPES TO BE HOPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED. 4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, 7 DAYS NONE DITCHES AND SLOPES HIGH QUALITY WATER (HOW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS NONE (EXCEPT FOR WITH SLOPES 14 DAYS PERIMETERS AND HOW FLATTER THAN 4:1 ZONES) GENERAL NOTES 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 GROUND, 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. UTILITY CONTACTS: 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-800-632-4949 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES, CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 ri - /l i i ? r 2,J3 GSP CONSULTING, PLLC I Sheet No. ENGINEERING C-1 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 91G-799.6659 / / y/ � ' / U/ m/ GREENS DRIVE LLJ /Vi (PmVATE) z =i v LLJ Z U| [L LLJ z =i v LLJ � � | | G JEENWAY GAPE CAPSTONE VENTURES ILLS 4214-22-7567-0080 ------------- X27 2-5 2430 14' NE OAK PINE24* PINE 22" PINE TAN �D I f X X2 X28" V 14' PINE 18' PINE I I I X26 37 Is' PHE EXISTING CART�� 18' PIT-) is- PINE' TO RE xl� 7 V Gi�4 PC 5TUSE A 1 , 16 OAK OAK PATH BE Go 6 PIMIF NNE is' OAK X2 X2�90 ILDING f X I li'l q �G % PINE OtK 26" NNE 24" PINE I., . �1' I \ 1� 1� , If - - I '_1 * 7 )*OAK 20* NNE X28 15 12' PINE PINE 8:, OAK 30 28 2 S-TING- ASP EXf 15 EXISTING POND TO X28 28 10" OAK NE 4 16" OAK OAK 2t PINE 24' PINE ET I To �ND \T�9t,� I/ rf�l KI NNE I NNE '/2,' 70 Te—S 46-M . 32' E 3275.39�11UTALT- _170W /rme /-- / / x2*o / xzooo / 6 ( / ( | | / � -- \ 'm ^� / | \ / \ �2/oJ \ X29, / /xZo,w\` �o . ,r�wc > / / \ Z� L � p[ND[R(] � \ /� = /*-|2-702' � ZONING:� | | 2y'52 | | | | � | �� | MVLUS E0D/� '-----IE EARL JR*d� | [8RTy�Ln�c� 214-11-7997-0800 � 4214-11-U9bC-''lOV �/ *^ ZONING: pL _0000 ZON|N(l PD | | D �u,, / | | \ | | | | | \ | | | | � M0LL|SE0D|E � | EARL et al � 4214-11-9802-0000 | | ZONING: PD | | ! \ / | | w---- b2 12 PINE ---w--- -IN iv --' --- **��8-- -- _P^ Revision Designer Scale Drawn By Date License # job No. | | | l | CRAWFURD JADON R0Y et o| 4214-21-0755-0}U0 ZONING: PD | | � | | | | HOLUS 0URMKX)D J et d DE0TON JENN|FFR DEANN | TRUSTEE 4�14-2l-}t��-�OOO | | | I0N|N(l PD 4214-21-2519-0000 | | | | | | -----~----~- WYNDWATER - PHASE 2 Topsail Townsh �u o�� �� � er North Carolina WAY0KE8[CCA:OLL[T | HORN R0N4LD | AL et al ' TRC' et n|' 4214~21-3472-0000 | 4214-21-2409-0000 | ZONING: PD | Z0N18 PD | � | | | | | | | \ | _l-______-_ | | | | | | | | | | ( | | SWYER NATTH[W | | TcdW | \ 4214-21-4355-0000 / \ ZONING: PP | \ | \ | ---J| ______'_______'_______-____L__-__ W_----w— — — W--*_---*-- —n— EXISTING CONDITIONS | / | WHAL[Y 3EAN | etu| 4214-21-5247~0000 � 7um|wo Pn �- � | | | | ---_L | / ZONING: r» / *214-20-9750-0000 � | / / 20N|N(1 PD ` || / / | / HALL TM8W&S F / /\ NA5H C0R[Y L[[ | JR et al et al �214-21-7101-0000 4214-21-6128-0000 | � ZOH}NGP0 ZVN|N{i PD ' ' / \ | / \ / / \ | / \ / ' \ _—W��� PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WU0M|NGT0N,NC 28412 713-*22^3891 .~.`___ / \ IN ..~" 4214 \ \ `031315, \` 4P yUY� ' \ "/p�J / �w' � ��\ ~.��� 'PHIC SCALE GSP , ����U����U��� u~ n� �� o o� u~ u~ nu n n� �� ` linch =6oft./� 1 ij I f r f SITE DETAILS i f Reference N.C.D.O.T. 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WATER & SEWER SERVICE SHALL BE 3UILT TO PENDER COUNTY STANDARDS AND SPECIFICAT DNS. 2. ALL UTILITIES SHALL BE UNDERGROU D. SITE 3. WATER SERVICE TO BE A PUBLIC PIP D DISTHP �f�TIAL OFFAREA SYSTEM OWNED AND OPERATED BY NDER C IELD AREA 4. SANITARY SEWAGE TO BE BY DRAINFI LDS OWNED AND OPERATED BY THE LOT OWNER. 1Fi 5. A HOMEOWNERS ASSOCIATION SHALL 3E FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE. 6. ALL WATER AND SANITARY SEWER SN 3TEMS WILL BE DESIGNED TO MEET PENDER COUNTY kND STATE REQUIREMENTS. FINAL CONSTRUCTIO1 PLANS WILL BE SUBMITTED TO BOTH AGENCIES AND PERMIT TO CONSTRUCT PRIOR TO UTILITY INSTAL ATION. 7. ALL WATERLINES SHOWN WILL BE SIZI D IN ACCORDANCE WITH APPLICABLE PENDER COUNTY A ID STATE REQUIREMENTS. EXISTING WATERLINE 4 SLOOP POINT LOOP ROAD IS 8" SDR-21. LrJ Z_ CAPSTONE VENTURES LLC 4214-22-7567-0000 ZONING: PD IN 1254AV ----------------------------- I WI 1 Aig � N 165 463Y55E 169.94' (TIE) 190.03' (TIE) I \ ( I I �� I R 1 1$ BASILE DONALD Jet m MURRIS R00ERT P I al 4214-22-5196-0000 I' I 1 z el. al 4214-22-4269-0000 ZONING: FU I I 1 ZONING: PD 1 w�5.21.w 1g1.31'------ ---- r - ---- - - - - - - - N M'IY25_N 170.244' \ � s 4326'16' IN � 9.97 POTENTIAL OFFSITE `��� �'�1 • DRAINFIELD AREA - - _ ----- I I # I I # I I # I I R I I I I I 4Q' I I I I I I I I I I I I I I I I I I I I 1 I - - -- - - --- - - - - 1810.4V - - - - - - - - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - - - - - - - - - - - - - ------------------- ----------------------- - - - - - - - - ---------- - - - - - - - - --------- ------ 1� LOT 93 1 18,659 SF l i LOT 94 i l l LOT 95 I I I LOT 96 I I I LOT 97 1 12,192 SF I 1 12,235 SF 12,585 SF 1 1 12,004 SF LOT 15 ! FIRE HYDRANT -------- --------I I / / 14,861 SF 1 1 ¢ CO NECT TO EXISMN6 / I LOT 92 � AS M LY - - - - - _ _ / 1 1 17,091 SF / PROP 2" SDR + • a " c + a �- - �/ REMOVE BLOWOFF 1 1 1 I 21 W/L 6"X I 1 16+96.61-6" V nn - I 1 / R 1-6"X2" a a. ♦ a < o_ a a t a s a �- a a s ` 1 BLOWOFF I� \ o ---- ------ ' P �.r/�� ♦\ //- I I 1 i-------I i------I--- Li.I --,z q \ \ LOT 91 \\ 14.067 SF / // I I 1 I I I I 1 4C LOT 87 1 l l LOT 86 1 1 LOT 88 1 1 13,175 SF 1 1 13,582 SF I I I I I LOT 89 I 1 14,043 SF I I 1 1 I I LOT 85 m I \ \ // / LOT 90 1 I 14,606 SF I I 1 1 I I I 1 13,167 SF C I LOT 16 \ b \ / / 12,323 SF I I I I I I I I I I k I 12,722 SF \\ m ` / 1 I --I 1-------3 I I 1 LLI I I I---- -----i -----i------- I I 1 --1 r-----1 r I I I AINAGE, SEPTICI # I------- -----, I 1 I I I& PEDESTRIAN I I I 1 1 I I I I I I I ACCESS EASEMENII i I I 1 LOT l i 15,697 SF 1 I 1 LOT 67 1 I i LOT 68 i I i LOT 69 I I LOT 70 I I LOT 71 i I LOT 72 i I LOT 73 i i LOT 74 i LOT 75 I I LOT 76 I I 1 I 1 12,005 SF 112,005 SF 1 12,005 SFi I 1 12,005 SFI I i 12,005 SFI I i 12,005 SF 1 I i 12,005 SF I 1 12,005 SF 1 I 114,578 SF 1 I # I i 14.578 SF I I 112 005 SF I I 1 I 1 I 1 I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I # I 1 1 I LC 13,1 I I 1 I 1 I 1 I I 1 I I I I I I I I 1 # `---------- 1-----1 1-----� 1-----3 1-----1 1-----1 I------ I I--- -1 I -j 1 1 I--- i I �' \\ FIRE- `----- -- ---- FIRE H4DRAITT -- ----- ----- a \ \ \� - - - ASSEMBLY - - - - - - - - - - - - - - - - - - - - - - - # - - - - - - - ASSEMBLY � � i i ♦ � ♦ �► i i � i � i i i i i i � i i i i � i � � i ♦ ♦ i ♦ i i i i i �► �► � i i • ! F 4 � i 4. ♦ F � /• � t• d � ♦ t � /• F F F � i ♦ � 6 ♦ �. i � t t. i � � � � ! \ \ 1 1 45+14.86 4545++00 44+-W I I I I I 1 1 I I I I 1 1 I I 1 I 1 I I I I I 1 I I I I I 1 112,005 SF LOT 78 i I 112 005OT 7SF 1 I I LOT 80 i I i 1 i 12,005 SFI I I ----, r--------------- I I I 1 I I I I yCCOONNECT TO EXISTING' I I I I I I I LOT S4 REMOVE BLOWO�F� I I I i I i I I 16,442 SF 1 I 1 I I I LOT 83 ILOT 112,0058SF I I 13,01738SFi 112,006 SF X - I - 5 - �- - n - I - i - I + \ \ 1 I LZ I 8. SANITARY COMPONENTS WILL REM A Al MINIMUM 10 1 4 w .. i . * r. i i o i - o • -► i i s i i i i i • i i i. e .► . s i ..> r. s *► * * i, i i i i a ♦ ♦ 4 ♦- a FROM ANY LOT AND/OR PROPERT ES. I �� 9. ALL WATER SERVICES TO BE INST� D BY DEVELOPER I AND INSPECTED BY PENDER COUN UTILITIES. O I 10. ALL MATERIALS SHALL CONFORM R ENDER COUNTY I a I UTILITIES REQUIREMENTS. NON -COW RMING MATERIAL I I I •00 + 4+0 33+00 � /I I 11 I 11 --_-� 1 1 i 1 I 1 ----� I I 1 i 1 I 1 I -----� I I 1 i I I I 1 -----� 1 I 1 � 1 I 1 I 1-----I I I I I I I I I 1-----I I I I I I I I I 1-----I I I I I I I I I 1-----I I I I I I I I I 1-----I I I I I I I I I 1-----1 I I I I I I I I 1-----1 I I I I I I I I r - - - - - I 1 i 1 1 1 I 1 r---- . I 1 i 1 1 1 1 1 r---- - I 1 I 1 I I i I 1-----1 1 I 1 11 1 I I 11 I-----1 1 I I 1 I I r--_-, I 1 I 1 I 1 I I r-- I I I I WILL NOT BE ACCEPTED FOR FINADd RTIFICATION. 1 1 1 6SF1 LOT 64 I i I I i I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 Q 1 1 1LOT 11 12,005 SFI 11 LOT 63 I 1 LOT 62 I 1 LOT 61 I l LOT 60 I i LOT 59 1 LOT 58 I I I LOT 57 i I I LOT 56 i I i LOT 55 I LOT 54 I i LOT 53i 11. A ONE YEAR WARRANTY PERIOD A8P IES TO ALL 3 I I 1 1 12,005 SFI 112,005 SFI 112,005 SFI 12,005 SF I I I 12,005 SF I 12,005 SF I I 12,005 SF I 12,005 SF I I 12,005 SF 12,005 SF 1 12,005 SF UTILITIES CONSTRUCTION. THIS A ANTY PERIOD I I I I I I I I DOES NOT BEGIN UNTIL NCDENR Fill L APPROVAL OF I I I I I I I I I I I I I I I I I I I I I I I THE SYSTEM HAS BEEN RECEIVED. A WRITTEN COPY 1 I I I 1 I 1 I I I I I 1 I I I I I I I I I I I I I I I I I OF THE WARRANTY WILL BE REQUIR D PRIOR TO FINAL I 0D I I 1 1 I 1 I I I 1 I I I I I I I I I I I I I I 0 $EWER i ACCEPTANCE. I $ I I I I I I I 1 I I I I I I I I I I I I I- I- E FMENT 12. PROPOSR14WATERLINE TO BE LOCATEINRAfNF` �t��I QFFSITE PAI I a t ----4r _. ------- ------ -I-----L ------- ------ _1-----L ------- - - - - - - ------ ------- �------` ------ - ---- 1450.04' . ------ ------- --- - ------------ --1-- OF-4"FROWED LD AREA ENT. I - - - - - - - - - - - - 13. EI GLE LOC C-900 JOINTS TO BE IN ALLED THROUGH I I I I ( I I ( I C�SING FOR SDR-21 CARRIER PIPE. 14. RIl GRIP RINGS TO BE INSTALLED AT ALL FITTINGS. 15. AILL VALVES TO BE LOOTED OUTSID OF PAVEMENT. ( I I I I I I CRAROY Jl IWFO HOLLIS DURWOOD J et al I BENTON JENNIFER D--NP1 I I MAYO REBECCA COLE ET I WI HOLLIS EDDIE EARL HOLLIS EDDIE I HGLLIS EDDIE I ft0Y et al e I 4214-21-1626-0000 ( TRUSTEE I HORN RONALD I AL et al G�EENWA't CARD M ;I R et al EARL et of EARL et al 4214-21-0755-0000 ZONING: PD 4214-21-2519-OC:°I TROY et pI 4214-21-3472-0000 °ORGE pl I HOVEY THOMAS L IINVESTME�TS 1 I PENDER yTY 4214-11-7997-0000 4214Z1-898 _ I 4214-11-ZONI86 -0000 I C: PDZONING: PD ( I ZONING: PD I 4214-21-2 8P-0000 I ZONING: PD I 77-0000 �,2 et a! 42%4-22- �19.. 0 14-12-5241-000{} ZONING:PD �' z 11214-12-70 0000 ZONING: PD PDG000 I y I I PD ( ZONING: PD ZONING: PD I I I 1 i I I I I I I I I ;I I CONNECT TO EXIS NG I WAVATH TAP N _._------I --- -�- --- L--- -- w�-x - v,-1- --- -- -� SLEEVE & VA VE - - w-- - -w- - -W- - -w- - -W- - -w- - _W..- - -w- - -w- - -w- ::-J ---- 'W -_-_ - W -- -_ - [x. 6- Revision 1-6" GV - - Gv -- 1_- w SDi1� w/M DORAL DRIVE_ -- - .�1 9 60' R /W (PUBLIC} Designer GSP Scale 1" = 60 Drawn By Date GSP May 2014 License # Job No. P-0718 2014-0002 WYN DWATER - PHASE 2 IlTopsail Township Pender Cou North Carolina UTILITY PLAN b 1 I I I I I I 1 1 I m l I I I I I I 1 1 I I I I 1 l 1 I 1 1 1 1 1 I I I I 1 LOT 44 1 1 LOT 43 � I I LOT 521 LOT 51 1 LOT 50 i 1 LOT 49 i i LOT 48 1 112 2287 SF I I LOT 46 1 i LOT 45 1 I i 18,154 SF 1 i 20,776 SF IQ 1 1 12,005 SF 12,005 SF I 112,005 SF 1 I 1 12,005 SF I 112,006 SF I I I 1 I 1 13,338 SF 1 I 1 15,444 SF I I I I I I I 1 I I I I I I I 1 1 I I I I I i I 1I I 1 I I I 1 I I I I I I 1 1 I I I I y----J-------y --J -� 1---- J-----L ------ ------------- ------------- ------------- ------------- ------ ------ 13068• 129.74' _ - _ -� - -- S 16V8'32- g¢ 3275.39' `TOTAL) _T- - WALKER STEPHEN SOBCZAK VA ! 4214 L21 E7092 et �0000 4214ZONING: RDODDO / ' ZONING: PD / 421 I I l DWYER MATTHEW ` HALL THUMAS F T et al WHALEY SEAN I P•,SH ---)REY LEE JR et al ' f 4214-21-4365-0000 ( et al al 4214-21-7101-0000 / ZONING: PD I 4214-21-5247-0000 1 421--2'-^128-0000 I ZONING: PD ! I ZONING: PD I Z01X'G: PO ---------� --- --I-------- L-- -� --W---W----w-- yw---^- - - - / w / - - 4> j PALIOTTI JOSEPH et al \\ J 4214-2U-8759-GOOD \ \ ZONING: PD 4 TOTAL LINEAR FEET PROPOSED 230' - 2" SDR-21 WATERLINE 405' - 6" SDR-21 WATERLINE 2,049' - 8" SDR-21 WATERLINE GRAPHIC SCALE l inch = 60 ft. 5y AFA e PREPARED FOR: GSP CONSULTING P L L C sheet No. SIGNATURE TOP SAIL NC, Ltd. 7 4307 PEEBLE DRIVE E N G I N E E R I N G C-4 WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799.6659 713-822-3891 1�4 WaS -OF- '7- TS tJMf -A)F - - ra �FEIS� z < - - - - -- --- Sol. 7-7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C �Rllll V Tf AAL T- - - - - - FENCE — — — — — — — — — — — r - - - 4,11 ASS OR �A EOUIVA L15if 4W- 4- ENCE 0 O�30% 1 - - 4W Hgff�j �0. -;IL. - -1 AP 4W-24" HDPE 00.30% T, A 7 n U )nI ST H I STORM 14W Uj I Z) v I I �STORM MH RIM=27.00 1 11 I RIM=27.00 LT -EMER 11 / STcORM,;MK) I SOT 93 51.6' 24 r R. k4T-56*1�, Z RIM- 7' W77 Lul SF - rQIM=23.00 _j 16' PI 1­8 6%­Sr �,-LOT 4 9;,, , , - __ �; " $ � INV=13.49 NCE SPILL Tl �) __ f , j 1, 1 �, '11.1i )�, I ii T r OAK T - - - - - - - - - - - - - - - - - - - - - IW94- (TIE) 19OL03- (TIE) 1 < I LOT I L - - - - — - - - - S 46 57 t SE- ME 1, 2 T.: 12,585 oV, '12r POPE 22- ME/ A I I Ic Piz ..... ..... Y Is, 24' ME 14,861 TR cm 2v III z 9' LOT 4'x S LIMITS PROPOSED)I WRoWGET.091 SF CIII DISTUR ANCE• _�IJETA ANIT414 X-SEC BAS�LE DnNALD J tSTRUCTURE i 1 1 16+96.6 26' ME PASO Inn LAJ SILT 1, 0 C� 3� 02C SWEET GM I 4114 - 0, �('Ij I(PENCE 2W ME• 20* OAc ME ME 4�, 14­2,-alc,�j--�"O r - SWEET LIMITS OF -SEC Uj 16•1470" 1DISTURBANCE L 2W ME ILI r T'W E LOT 91 00 ME 16' SWEET 14 067 SF I ME FENCE T 0111 --- 87 14" ME Ap,—ME Iv ME 40 4C ILIMITS bK Taw. E.ELOT -, 14' ME ME I 1& 96 0 1 9.97- WwW- I 1 13,175 SF I Is, PWIE ME 24m LOT 88 1 13,582 SF 00? V_ 21.74 DR AGE 22PINE @*�43 SF LOT*85 24 ME 1,4- ME 23- PW I PA ow L 1 13,197 A Ir ME TO WE -v, 12.323 SF 1 14.60 Tr 40 Is' ONE_ ONCE 12 722 SF 1 11 i.__ - "* 21W29, M I IS. S LO A14 E AREA L*O I I PW T 16 szo ZA SINE T ME Ijyy BE LL, Is" ME 14' ME 20' Ifi* t� �y 2f 0 1 0 * 16' PIK x .J. - - - - - - - - ---1- - - - - - - - - - - - - - - - - - - f L. Ifir SWEET 12- ME 0 20' ME iQl 'is- ME - 18'MEPlEouiDOG110 o.11In t ;- --- - 2V 2W 6-rPW r 17�Olt, 5A. F T 7- `7 r - - - - - - - - F I I I 1 1 LOT 84 16,442 SF xOOP I is I r frMr Im ai 2C ME I _1 A LOT 83 1 1 CONSTY TION I LOT 66 1 1 1 1 LOT 70 1 LOT� 71 LOT 72 1 LOT 74 LOT 75 1 1 LOT 76 it I LOT 78 1 LOT 82 Ne I I LOT 71' LOT 79 1--- 1 1 1 LOT 81 1 12,006 SF 1 1- ENTRAN 15,697 SF jw�,� LOT 6gr 1 12,005 SFI 12,005 SFI 1�,005 $F 1 14,578 SF 1 14,578 SF LOT 77 1 T9.005 SF 1 2,005 SF- I T LOT� 80 1 112,00�,SF 1 13,173 SFi I 5 SF I I L'UVZ) L 12,005 SFi I I i F1 12,005 SF 1 12,005 SF Ei ) 11 (M 1 24* ME 4� I I I r 12, ME 24"1 M 9 .20K 12* OM 2Z !Lot L 22' SIP IN A A 45+IU6 L&J Ile -.0 z 44+00 *+W 4411 1 39 ... .z37Rv" 36 35+00 oft 2. 4 - I OAK 1 46 ME t r C --- — — — — — — — — — _T_ A 1'� '29 in_t7 I;At 16 0 -A Is' M . I I (TO MIS Q LVERT 11) 2 Ed 124 P14 r- .1 2(P 0A1 F- 2-12 16* ME LOT- *4 24 ME .,r 2W GJ A_ 14� 0. 1 LOT 54 1 1 1 1 LOT 47 4-,� -4 A' V) I ',,LOT 65 1 L4 I I LOT 58 74' 50 LOT 531 LOT 521 LOT 51 1 1 LOT 50 1 1 1 LOT 49 LOT 48 - .- LOt, 46 L 0 5 S LOT I JjOT T I �111 �I­_ I 114287-$F 2,005 SFl 5 4 12.005 SF '12 005, SF-1 112-005 SF I A, -51STURBANCE 2,005 SFi �,aOO5 S I - < LIMITS OF: I V14*05 SFI 2t SF 12�00 1 5 SF 12,006 SF (STING DI WT I ME 4 1 , \ I I 71ekS 12,134 SA 1 2,00 1, 12,005 4S' 2,005 SF 1 L 54 63 1 1 1 LOT 62 LOT 60 10 P7I LOT 5 SF 1 1 1 1 12,00 12,005 SF 1 1 1 1, 1 a 1 16 1 1 1 1 _L 2 BE FILL I I - T$I M fl- 4' j- -12' v I NE 110 11�. I I I - 24 PW PL Ir 0M 12* ME 0 1 ME- 14' 12- CM T I i2- FW,4 I I I I 'r I A P4 1 1 112- ME 14* W 4- USE 2f-PiIE P81 �7 12'0Aj 14- 14"1 0 I'v MOT, 2< ME % I I-L�Iu111S 0 L A • -- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - --- - - - - - - - or - - - - - - - - - cc -- - - - - - - - - -- - - - - - 25OL14" _J450.0e U L 129.74 T Sk 7wT­ S 46'W3Y E 3275.39' A SOKZAK CAV, T OF 3 SILT C LIMI I zo OF DISTURBANCE L)�j),� UKL -t E 'FENCE ISTURBANCE 4 214 21 - 7rNING _D­, 0 12- ME if fw- % 12 M[_ -)N '4iFER �,�ANN C A N HOLL�!� DuW,10-OD i et kAAYO RF,3FCCA COLE ET I Fj 14 P F) 41214-21-3477- 0�'00 4 �1-61 28-�;,-I& I r"J� 7CN,'IrA(,. P[) 0 Y' N 4214 21 b 42�4-11- i PF 4 41i4 �i_ �G PD PRQEIry N 3. 4 4 PTRAR e- It iWE CC TI `WRANCE -OhI Y W 'N W VY W 'N W 4 12,%,T "E -fF_[ENC WIWITS OF STURBANCE ----- - yt PFFL,ITTI ei 4214- 2 GRAPHIC SCALE 60 0 30 60 120 I inch = 60 ft. SWALE COMPUTATIONS X-SEC TYPE AVERAGE1 SIDE BOTTOM DITCHDITCH SLOPE SLOPE WIDTH TYPE TYP GRASS 0.30% 1 3:1 _12-FEETITRAPEZOIDAL SWALE CROSS SECTION DETAIL NOTES: 1, ALL SWALES TO BE LINED WITH EXCELSIOR MATING. Designer GSP Scale 1 = 60' Drawn By Date GSP Moy 2014 License # job No. P-0718 2014-0002 STORM TABLE LENGTH DIAMETER SLOPE INV.DN INV. UP MATERIAL CULVERT I I (f 0 in M (ft) (f 0 I CULVERT #1 1 44 24 0.30% 23.99 24.12 T-1-V RCP SEDIMENT BASIN CALCULATIONS. SEDIMENT DRAINAGE REQUIRED PROVIDED PEAK 010 REQUIRED PROVIDED SKIMMER TRAPPING AREA STORAGE STORAGE FLOW AREA AREA SIZE DEVICE (AC) (1,800CF/AC) (CF) (CFS) (325 SF/CFS) (SF) (in) SEDIMENT BASIN #1 21.74 39,138 42,875 41.10 13,356 35,852 3.0 WYNDWATER - PHASE 2 1 GRADING, DRAINAGE& EROSION Topsail Township Pender County North Carolina & SEDIMENT CONTROL PLAN PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 P CON SEAL JUL 0 1 2M 031315 r. aI -Z 7 ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910442-7870 fax: 910-799-6659 Sheet No. C-5 , r — J Fjl� i � I (-----, I-----1 iS �I iS 9LL'OZ I Sti 101 1 1 �S8£ c'�L Icb 101 I 1 �S bSL'8L I I 1 9ti 101 1 1 JS L8Z'ZL1 I JS 900'Zl�S 101 1 1 1 900Z L I I I L'6 101 ► I Sti 101 1 II1 r--__► I 11 �S S00 1 1 I I I i j 1 I i I I i I I i 1 r__--- I Cq I I 1 I 1 I 1 i 1 i 6ti 101 i 1 09 101 1y 1 �19 101 L I I �S S00 ZL I is S00'ZL I I ► I I 1 f -- - 1 I I I I 1 i I I ZS 101 I I I i 1JS goo,E L I I I I I I I I I 1 I I ---- -_ 1 i t 1 1 1 I I I I I I I 1 i i 1�S 101 I I I V9 101 1�99 100� L I I 1�S S00'Zl 1 I I I 1 I I I I 1 I I 1 1 I I I I 1 q I I I I 1 I I I I i I 1 I I I I I I I 1 1 99 101 1 I 1is 900 ZL I jJS S00'Zl I I I I I i I I I I I 1 I I I I I I I i I I I I I I 1 1 I I I I LS 101 I 1JS S00',7 I I I 1 I 1 I I I - - - - - - LJ i_- I I I 1 I I I I I I IL 1 I I I I 1 89 101 i l i 6S 1 Ol 1 I 1JS S00'Z l i 'is 900 `Z I I I I 1 09 iol I I .iS S00'Z L 1 I1 I t\ V _____� __ 1_ 44 1 1 i I I 1 I 1 I I I Z9101 1 1�9101 L9 101 JS S00'ZL IrrI \\� _&CP I ELI_v_-1III I 1I 1II II1�69�100� L I �911 0309_-I I -----I I 1 1 I I I I I I 1 I 1 S9101 1 eF 32+00 33+00 —�--1- _ � I. I_____I-__I fill I i I I 1 I 1 I \ \ \\ �— �_ �_ —_tLZ _-----+- N WAY I I __ 1 1 _ I 1 ► I -- --+� CRAEjn � — 35+00 EST a _ 36+00 —�,- I `_ - - - - I ' ____ \ \ i-----1 I----- -- �_ �—� 38+00 ---- I/ 40+00 I I I I I r -_ - -- tr --- 41+00 �+- 0 �� I I I I ► 1 I 1----_-_ _-_ a. y0k� �' 1 I I I I i 1 ► 1 I I 42+00 —� f- _ I i i I I I I 1 JS 900'Z l I j�S CL l'C L I I JS S00 `Z l j �S S00'Z I I I I I 1 1 I I I - - -44+00 86 45+14 I I r I I ---1 r_— — —��_ _ — — 45+00 �8 101 I I I Z8 101 I I LS I �S �� 1 101 1 I 1 0810, I S00'ZL1 I I I 1 I 1 i I I I I I r----- - <= i / Lgk�O S Z��'9l I I I 1 1 1 1 1 I 1 I 1 is I 1 1 ry I I I I I I --, 6L 101 I S00 Zll I S S00 Zl I I 1 ► ► 1 I I I � I I I I 1 SL 101 i 1 LL 101 JS 2L91 t I I I I I I � ti8 101 I 1 I I I 1 I 1 I I I I 1 ^\ — j I 1 - I I i I I 1 I I I bL 101 1 1 �L 1o, I 1iS S00'ZL I 11S S00'ZL I �S S00' 1 II I I I I I I I — LI I I 1 ___ � `__-- -I 1 1 1 I 1 1 I I � I 1 1 � � � � ZL 101 I � I IL 101 1 � 1 OL 1Ol L I I i�S 900,U71 I IDS S00'Z l 1 I 1 I I t I - ---_-1 1 I 1 I I I I I I 1 I I 1 691O1 I I 1891O1 I 1.iS S0071 I 1 1 I I 11 L9 101 1 I 1 JS L69 Sl I t _-__-_ -_ L--- 1 I I 1 1 1 1 1 I 1 1 1 I I JS I i 99 101 i 9l 101 ZZL'ZI I T I I I I \ rr I- -___ I I I I I I I I I 1 i I I I I -+' I I I r___-_-- /�-i ,----_--_ — -- �---- I �_-_ 1 I I I i I I 1 � � I 1 I ___ •u �__ I I I I 1 � 1 I I I I - i Cb JS L9L'£'l -__ I I I I I 1 I I t I _ _ t l \\ I I I JS Z8S'�l I 1 1 is 9101 1 I JS czcEL \ I 1 is SL L'CL I is c1'0'i>l 1 68 101 1 I 06 101- \\ i l Ol I I I L S 10l I 88 101 1 I I / / \ 4 — — �. � �I � I I I I I JS L 90'tq \\ I I l 16101 L6'6 I +nn 4. _------ ��rr , „_ , T P. 4 HtG T-tLE-V: ' 2__ __LOW PT E EVr26.75 ._, .. _ . _._ _ P I STA::3t+ STA: 0+00.00" _.,. _PVI \A-FLEY-2 __......... ..._. - K:993 K:1 0.f3 DO. oa— ..__,_. D __...... D .._ _,_ ... ..._. ..., _..... .._. w.,___ ..,..,__......_ _ ............ ......._._,..+n .. ____.. .,,. O .,__. .._._._. ._ , ....._. _ _.....____... .,.....,. _ 00 _. __....... 0+ .. ,_ O .. tom. •. .,__ �� ____._,__._ .. ,.. :: N An w..._ ,.._.... _________.. ._. _.........___ _ _. .._. __._._.._ ,..... ._ ._._..._._. _. _ . __............. +UJCN _ .. _.. .. _. _....__._____... ....,.,_.. .._____. . ._ _ 'M ._ ,, _..____�_.....,_...,....... . ,. ..,..._,_ .__........,.,_.. ._.. J La ,_._.., __.... ._.... .. .._,..___.. _....._ _... _....,_.. _..,_,_.. _. _...... .... .._ ___ 9+00 + 30+00 + 31 +00 + 32+00 + 33+00 + 34+00 Designer GSP Scale i" = 50' Drawn By Date GSP May 2014 License # lob No. P-0718 2014-0002 STA + -0 LOW PT ST :39+1&i67 __. _. _ _.. .., P _ LOW PT ST HIGH T. 6 47.5_,._ ._ ._ :42+99:99-- .._... _. _. _. _.. PVt Et _. 5fl. LOW PT E EV:26.02 __ -- SOW PT,E PVI STA. EV:25,98 a-._ ,2 v_. _.___. _ .._._ _ __ ___ _._ _ yl __ PVI _.. PVI ELE :25.85 K: _. _� PVI EL-E :25.85 ...__K_ 7 _ _ _ _. ._ _ K:1 0.0 '" __._ _._ _ __... _. 35 LVC: 00. _ _ Ao- ___ _ __.. _. _ _ _ . _ 00 _ __ _._._.._.__ _LVC:a 0.00-.___ LVC:�1 30.00-,. . . ,..._.... _ _ .. ._. D ---- N ...._..... _...__.. . � Ln ... pO .... ..� 3000 2 WYN DWATER - PHASE 2 Topsail Township Pender County North Carolina r WEST CRAFTSMAN WAY PLAN & PROFILE � a APR 17 2014,c'�, o � ti% 8Y: = SEAL GRAPHIC SCALE ° 031315 e so 0 25 so too a�gRRY•S PpQ.�: 1 inch = 50 ft. PREPARED FOR: rCp CONS 11 T'Nr pl L� V J r J �,J L V r L Sheet No. SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE E N G I N E E R I N G C-6 WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 713-822-3891 _ 1 11 _ :: _ Designer GSP Scale 1" 50' Drawn By Date GSP May 2014 License # lob No. P-0718 2014-0002 pp .11 \ \ r'00 \ \ \ \ A 'gyp\ l l i 10 ' ox / 3S\\ \ \1 L \1 \\ \\ 1\ - a 1 1 160` LLk, oXoo �/ AC) ZZL 1\ \ 3 �$ LO \ 1 \\ 9g \\ \\ \\ \\ , - - _ 1 1 As Zro Vol ROAD 3 •\X V. \ -VE-' 3 g6 \ I I I - WYN DWATER - PHASE 2 I Topsail Township Pender NORTH LAMPLIGHTERS WALK NorthCarolinalll PLAN & PROFILE PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 SEAL = 031315 AF 17 G014 ••'acgQRy'S F GRAPHIC SCALE so 0 25 so 100 1 inch = 50 ft. Sheet No. NOW now v vi ■ v vi y r ■ ■■'a v 7 ■ v I IENGINEERING C-7 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910.799-6659 W I I \ \\ c0 I -_ 20' WIDE N IC:) EMERGENCY SPILLWA W/CLASS B RIPRAP 46'-24" HOPE I \ \ \ i I SHELF `TO15 ELEV=21 0 NORMAL POOL ELEV=20.5 T / SHELF BOTTOM. ELEV=20.0 .. ... _�- ... .. -SOX \ I mot - In 3 - 75 SHWi TEST LOCATION � ' GROUND ELEV=24.25 co - AMAIN POND DESIGN BOTTOM ELEV=IS�Q SHWT DEPT14 _ 0"to MAIN,PON6 -SEDIMENT STORAGE ELEV=14.0,, 215' 1 FOREBAY RIPRAP EL�F0.5 FOREBAYM tLEV=21.O`� FOREBAY DESIGN BOTTOM ELEV=15.0 FOREBAY SEDIMENT STORAGE ELEV=14.0 1G'r i I / I _-- __ I _ I I I I ^r, SHALLOW WATER SHALLOW LAND NO PLANTINGS 'WITHIN 10' OF OUTLET STRUCTURE PERMANENT POOL TYPICAL VEGETATED SHELF LANDSCAPING PLAN Designer GSP Scale 1" = 20' Drawn By Date GSP Moy 2014 License 4 lob No. P-0718 2014-0002 22� LOT 17,091 N 4 \ SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) @ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS = 3,212 S.F. PLANT TYPE TY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES 402 Sagittaria latifolia Duck Potato CONT. 4" Pot 24" O.C. HERBACEOUS 402 Pontedaria cordata Pickerelweed CONT. 4" Pot 24" O.C. SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F. @ 1 PLANT PER 6.25 SF (30" O.C.) -536 PLANTS PLANT TYPE I QTY I I BOTANICAL NAME COMMON NAME I ROOT I CALIPER HEIGHT NOTES 268 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C. HERBACEOUS 268 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C. N9TEI 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY. 3. A WINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. 4'x4' REINFORCED CONCRETE BOX OR BRICK BOX 3 - 14.4"x24" OPENINGS PLACE 1/2- GALVANIZED HARDWARE CLOTH OVER ORIFICE OPENINGS WITH STAINLESS STEEL FASTENERS-� ELEV=21.8 FLOOD POOL EL. = 21.8 GALVANIZED BAR GRATING V 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 - 4' MAX TRASH RACK OPENING RIM ELEV = 23.0 100' 3.5' SCH. 40 PVC OUTLET 6'-24- CULVERT B 0.=-� EL. 21.0 SAL P� EL. = 20.5 EL. 20.5 24 I iu INV. EL. = 20.5 FILTER FABRIC 2 FT MIN 12' THICK CLAS �`' 'B' RIP -RAP { `� FOREBAY RIP -RAP x� EXTENDED BASE N. T. S. OUTLET STRUCTURE DETAIL N. T. S. L=20' NOTES: TOP OF BANK ELEV. 26.00 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 15.0 IN 24 100-Y AR W EL V= 23.95 24" I- THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 14.0 IN N - THE MAIN POND AND 14.0 IN THE FOREBAY. r ELEV.23.00 2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND t ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF THE PERMANENT POOL ELEVATION OF 20.5. FILTER FABRIC 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER 12' THICK CLASS SYSTEM AND DISCHARGED TO THE WET DETENTION POND. B' RIP -RAP 4. POND WALL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY. EMERGENCY SPILLWAY 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WALL BE MUCKED N.T.S. OUT. 6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT. 7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. SLOPE TO TOP OF POND VARIES 3:1 MAX 3.1 SIDESLOPE 8 10' 3:1 SIDESLOPE 5' SLOPE TO TOP ( ----------------------- __ __!!EL. EL. 21_8 POND VARIES 313 MAX STORAGE __ NORMAL POOL 20.5 NORMAL POOL 104 SIDESLOPE - 110-I' SIDESLOPE - SEE STORMWATER LANDSCAPING PLAN DETAIL AND PLANT LIST FOR PLANTINGS FORE BAY POND BOTTOM ON THE 10' WIDE VEGETATIVE SHELF NORMAL RMALTION ELEVA20.5 SHELF POND DEPTH SHELF BOTTOM RE POND BOTTOMrRFACE REE, AREA PROVIDED SURFACE AREA RE SIRED AVERAGE PONDEPTH SHWT ELEVATION 20.0 5.0 24,897 11,275 28,779 27,759 4.0 17 20,9 PREPARED FOR: WYN DWATER - PHASE 2 WET DETENTION BASIN DETAILS SIGNATURE TOPSAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 Township Pender County North Carolina 713-822-3891 POND CROSS-SECTION N.T.S. SEAL 031315 GRAPHIC SCALE o 10 JUL 0 1. 2014 11 1 inch = 20It. V.ar- 111%3j rLLt. Sheet No. ENGINEERING C-8 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910.442-7870 fax: 910.79%659 v "0 zoo * z ~ ¢ xN o ¢¢ M z I j 2 --1 D SLOPE AS INDICATED ON PLANS u_ J 00 U 9' sc OO(L=Z =�Z�m a i� i wQQLL= =OOQ ~ QU=OFO-7 Z 7.y0r-7T F=NZw O O r-7 CO F- O y 1 a C.S. PE z IPE °'- 0 4 �- Fy Cl)O r #4-BARS H Z Ow O Y PLAN = 0 1z" B ~ FOOTING (IF CONST. JOINT IS USED) DOWEL W Z n z G M G END ELEVATION BAR-"X" _j CO) 3 cc m� = 0-4 C~n CD > c Cm x 0-1 I z nc_j Q CO mZ v i I I I ¢ �c.� °' -- I I Io J CI j Lu w I m� Q L DOWEL 0 CC 3 IL d W f0 0 0> OPTIONAL CONSTRUCTION JOINT O W m V N< ELEVATION C=n � O = m N Hy p F m �Z To CD CC y� W zza LO 0 m HEET 2 OF 3 838. 01 'SEE SHEET 3 N518. 2 OF 3 01 N( Date DOWELS IN ENDWALL WITH C. S. PIPE PIPE SINGLE PIPE DOUBLE PIPE LOC. OIA, 15" 78" 24" 30" 38" 42" 4B" 75" 10" 24" 30" 38" 42" 48" BARS rrX„ nxn "Xrr nXn rrxn rrXn Y. r,Xrr Y. nxn nXn "X,r nXn uXrr Y. G OTY. 2 23 3 4 4 522 3 3 4M 2G 122* OTY,-2 -2 1112 E23 2 OTY. 23 4 4 5 2 233 4 TOTAL LBS. 9 9 14 14 79 53 62 72 12 16 19 73 85 DIMENSIONS AND CONCRETE QUANTITIES USING CORRUGATED STEEL PIPE COMMON SINGLE PIPE DOUBLE PIPE D H B G L YDs M L YDs 15" 3'-4" t'-e" 2'-8" 5'-0" 0.7 1'-11" 8'-11" 1.0 16" 3'-7" 1'-10" 2'-17" 5'-10" 1.0 2'-3" 8'-t" 1.2 24" 4'-1" 2'-1" 3'-8" 7'-4" 1.4 3'-0" 10'-4" 1.9 30" a'-7" 2'-4" a'-5" e'-10" 2.012'-7" 2.7 38" 5'-1" 2'-7" 5'-2" 10'-a" 2.81a'-70" 3.8 42" 5'-7" 2'-10" 5'-17"17'-10" 3.8 5' 3" 1T t" 5.0 48r, B,_t„ 3'-1 n br_Br, 7,J,_a,r 4.9 8'-0" 19,_4,r 7.5 Designer GSP Scale NO SCALE Drawn By Date GSP May 2014 License # Job No. P-0718 2014-0002 N. T. S. TION ON 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE TOP STRAND MIN. #14 GAUGE STKY I I /j BOTTOM STRAND MIN. #14 GAUGE %//\ z_ 0 STEEL POST 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. TEMPORARY SILT FENCE NOT TO SCALE PREPARED FOR: SIGNATURE TOP SAIL NC, Ltd. 4307 PEEBLE DRIVE WILMINGTON, NC 28412 713-822-3891 STORM DRAIN PIPE = 0% STORM DRAIN PIPE NON -WOVEN FILTER FABRIC .Ir ;t�•, :.a e OLlb PLAN TAILWATER FLOW J \—N.C.D.O.T. CLASS B SECTION RIPRAP, MINIMUM 18" THICK, TYPICAL RIPRAP LOCATIONS LENGTH (FT.) UPSTREAM WIDTH (FT.) DOWNSTREAM WIDTH (FT.) 36" CULVERT 18 9 12 SWALES INTO POND 21 10 10 RIP -RAP OUTLET PROTECTION N.T.S. SEQUENCE OF CONSTRCUTION 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN, SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES. 3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN DURING CLEARING AND GRUBBING ACTIVITIES. 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY. & UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS. 6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE. 7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND SPECIFICATIONS. 8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. PLAN VIEW TEMPORARY CONSTRUCTION ENTRANCE N.T.S. , AF'R t � t0134 BY: GSP CONSULTING, PLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910.442-7870 fax: 910-799-6659 Sheet No. C-9