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E 1 Lmi E V E 11111\I I I" H S 17 f aaRiA E E mr I V I I m j 1 1 Lini I.- I F A. m 1 Limy SmithvilleTownship , . Southpo„.„.1" oCarolina `.. 7,\ (-- —. I _ 0 INDEX „. r PROJECT BOUNDARY �� �Q . f� -� ki '' s:_ COVER ii- -%N\ :, w a ...... . `• � �' N\ C001 INFORMATION SHEET ABBREVIATIONS it = • 1 PROJECT �h 4 VF100 EXISTING CONDITIONS AND � ✓z ADA AMERICAN DISABILITY ACTtgo _ ,, �2�� � 1 LOCATION.11111 DEMOLITION PLAN CO CLEANOUT • • • • ••• • • • ,�. GL CENTERLINE MF .. CAR � cw y �� ` C i • D.E DRAINAGE EASEMENT • • ¢ � N • ' '\I �."c. S100 OVERALL SITE PLAN DIP DUCTILE IRON PIPET r •• • • • •• ��Gs v �% 10 ESMT. EASEMENT • �� r� =4� CS101 ROAD A STA: 10+00 TO 16+59 EX. EXISTING • • • • ••• t" EXT. EXTENSION • • • • • •• • , ; FES FLARED END SECTION c" FH FIRE HYDRANT • f* • 2C. Lam, tit, � '��. DA-1 DRAINAGE AREA FM FORCEMAIN • • • • GV GATE VALVE AND BOX : • • ��: , , CG100 STORMDRAIN PLAN HI HIGH • ! FrVirMMAga t3a 11 JB JUNCTION BOX yr ' LF LINEAR FEET • ,�l CG101 GRADING PLAN LO LOW MF W• Q Q MAX. MAXIMUM • • �S��''`t '' CG102 SEDIMENT AND EROSION CONTROL PLAN M,C MAP CABINET r w.. � Q�1AF� � , ' MEP MECHANICAL-ELECTRICAL-PLUMBING � � NI\I � • ,., y MIN. MINIMUM • • GE°g Q. CG401 STORMWATER POND #1 DETAILS Y NCDEQ NORTH CAROLINA DEPARTMENT OF � r = ,, S ENVIRONMENTAL QUALITY � r, � � �- ,,- �3Sli / D-5Q1 SITE DETAILS-1 PG PAGE PNAYQPLAST DRAINAGE BASIN Ya,. _ . 1 W�S��� ��N �. r w -- • �'�, f • r -- �i • ROW RIGHT OF WAY �� � • • ,-. �, � iii�WEST ST. 11�•N �0 D-502 UTILITY DETAILS-1 SD STORMDRAIN �- ya f Q "�, � _ 7 SEP. SEPARATION �....° � f ry t ,, may - 0. � ',." "* �(s z 7� n U ratnE nIrc+ 2 SR STATE ROAD y r '` �' W � ` Y SOUTHPORT :P`� P, —D-593 �Tlt Z SS SANITARY SEWER .w , �_- . T'�" s . _. , 9- y ` -f x �. MARINA s = D-504 UTILITY DETAILS-3 SSMH SANITARY SEWER MANHOLE STA. STATION ZO N I N G EV1AP SW STORMWATER VICINITY MAP D-505 STORMDRAIN DETAILS-1 TYP. TYPICAL U.E. UTILITY EASEMENT NOT TO SCALE D-506 STORMDRAIN DETAILS-2 WL WATERLINE NOT TO SCALE ..../1 ••,....- ...) \N--, --/" D 507 SEDIMENT AND EROSION CONTROL DETAILS \•... _ _ . _ } cApE FEAdokR OWNER/DEVELOPER NQRTM CARI.IN I�Iz ^ EMENt COMMIVt� 1,1 HOOSIER DADDY, LLC C q�N �/al /I� 6025 TARIN ROAD ENGINEERING ..,,,,,,„.,. .„...,,, ,,,,, ,- -, , ..„,.. ,,,,. WILMINGTON, NC 28409 f ,,,.:„,,.,„,,„.,,,,,.„,.. PHONE: (252) 916-5030 151 Poole Rd Suite 100; Belville NC, 28451 .„..,.„....„,,,,„,,,,„,,,,,,,7,'1',. TEL 91 Cl 38�3-10g4� FAX 91 j 383 1 Q45 ISSUED FOR { } ( } REGULATORY REVIEW P. . I ' www.capefearen ineerin com $ N.C. LICENSE # C-1 621 r z 1 t PROJECT 011111 LOCATION CIVIL GENERAL NOTES: : t *1 **"*.N\ ADA REQUIREMENT: LANDSCAPE{PLANTING N©TES: 71LEGEND 1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SOUTHPORT DEVELOPMENT REGULATIONS AND STANDARDS. 1. PER ADA SECTION 4.1.2 (1): AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL BE PROVIDED WITHIN 1. LANDSCAPING PLAN TO BE PROVIDED AT A LATER DATE. PROPERTY BOUNDARY """'�"'m"' "` ""` a "".".'"'"'.. NSs .THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING SPACES, PASSENGER2, EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR SHALL BE LOADING ZONES IF PROVIDED,AND PUBLIC STREETS OR SIDEWALKS,TO AN ACCESSIBLE BUILDING ENTRANCE. EX. CONTOUR ...__RESPONSIBLE FOR LOCATION,VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND 2. LANDSCAPING PLAN SHALL INCLUDE ANY MONUMENT SIGNAGE, SITE LIGHTfNG, PLANTINGS AND SEEDING.IRRIGATION,AS WELL AS DESIGN FOR FENCED RECREATIONAL AREA INDICATED ON PLANS. UTILITIES TO REMAIN IN PLACE,INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS.ANY CONFLICTS OR 2. PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO RIGHT OF WAY. SETBACK `" yySrsT �¢E4VIGI�NT AMAP DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY, OTHERWISE ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED BY ADA. 3. THE LANDSCAPE CONTRACTOR SHALL OBTAIN ALL LICENSES AND PERMITS REQUIRED FOR THE PERFORMANCE �EA saurrrpnar `S EX. STORMDRAIN ............._.._ _.._.. ....-.,. ,.,,�, __.._.... 1+' J 3, CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER PROPERTY 3. VERIFY COMPLIANCE WITH MORE STRINGENT CODES. OF THEIR WORK. ` MAMMA .. UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE 4. ALL PLANT MATERIAL SHALL BE GUARANTEED BY CONTRACTOR FORA MINIMUM PERIOD OF ONE YEAR FROM DATE .1 CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE GENERAL UTILITY NOTES: OF COMPLETION AND ACCEPTANCE BY OWNER. EX. 8"WATERLINE ...--- -----.....__ �;.; f TO THE OWNER. NOTES: 4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND 1. WATER SERVICE IS PUBLIC BY CITY OF SOUTHPORT. ALL WATERLINE MATERIALS. CONSTRUCTION AND WORKMANSHIP EX. GRAVITY SEWER ' LINES OF REFERENCE AND CONSTRUCTION STAKES,PROPERTY IRONS, MONUMENTS,AND OTHER PERMANENT POINTS SHALL CONFORM TO BRUNSWICK COUNTY AND NCDEQ STANDARDS AND SPECIFICATIONS. LEGEND. SEDIMENTATION OPERATION & MAINTENANCE NOTES: SEE THIS SHEET FOR GENERAL NOTES AND OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND 2. SEWER SERVICE IS PUBLIC BY CITY OF SOUTHPORT. ALL SEWER MATERIALS, CONSTRUCTION, AND WORKMANSHIP 1. THE TOTAL AREA OF DISTURBANCE IS 4.88 ACRES. EX. WATER VALVE „,,,; '-.` SURVEYOR AT THE CONTRACTOR'S EXPENSE, SHALL CONFORM TO BRUNSWICK COUNTY AND NCDEQ STANDARDS AND SPECIFICATIONS. -• 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION EX. FIRE HYDRNAT 5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL NOT IMPACT THE FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED 3, A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING OPERATION OF ANY ADJACENT PROPERTIES. REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. EX. SSMH Ciro THIS PROJECT. 6, CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE 3. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY IN ORDER TO KEEP SEDIMENT FROM HYDRANTS,REMAIN OPERATIONAL DURING CONSTRUCTION, 4. THE MAIN WATER AND SEWER LINES PROPOSED FOR THE PROJECT REQUIRE PERMITTING THROUGH NCDEQ. ALL BEING TRANSPORTED OFFSITE. ADJOINER INSTALLATION OF UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH PERMITS FROM NCDEQ. 7. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR ORIGINAL 5, THE CONTRACTOR SHALL SCHEDULE APRE-CONSTRUCTION MEETING WITH BRUNSWICK COUNTY AND THE CITY OF SEQUENCE OF LAND DISTURBANCE: SW POND ter, CONDITION,ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SOUTHPORT PRIOR TO INITIATING WORK. EXISTING ASPHALT lr 8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT SURFACES 1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK. .<'% 6. CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED, ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT CERTIFIED,AND ACCEPTED FOR SERVICE. 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. IS BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY PAVED AREAS ASPHALT PAVEMENT DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE OWNER. 7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE INSTALLATION OF ANY NEW LINES, 3. INSTALL STONE CONSTRUCTION ENTRANCE,AND SILT FENCE. (SEE SECTION DETAILS) 9. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL TIMES, DO NOT 8, ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.. IF NOT, 4. INSTALL SEDIMENT BASINS AND SKIMMER DEWATERING DEVICES. / ISSUED FOR ALLOW BUILD UP OF SOIL,MUD,DUST OR OTHER DEBRIS. CONCRETE CONTRACTOR SHALL ENSURE THAT MINIMUM COVER REQUIREMENTS ARE MET AND THAT UTILITIES ARE ADEQUATELY 4 . 1d a , REGULATORY REVIEW PROTECTED. 5. DEMOLISH EXISTING SITE FEATURES PER DEMOLITION PLAN. 10. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK. 9. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL HAND EXCAVATE WHEN BUILDING OUTLINE6. TOPSOIL REMOVAL AND STORAGE,ALL ROOTS,STUMPS,OR OTHER DEBRIS SHALL BE REMOVED FROM TOPSOIL rs.\\Avs\s\\\Al �t» }���\ ` 11. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY, CONTRACTOR MUST ADJACENT TO EXISTING UTILITIES. PRIOR TO STOCKPILING. ALL SURFACE DRAINAGE PRIOR TO STORMDRAIN INSTALLATION SHALL BE DIRECTED VERIFY ALL MATERIAL QUANTITIES SHOWN. TO EXISTING DITCH FOR CONVEYANCE TO SEDIMENT BASIN. 10. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS AND ENGINEER AT LEAST 72 HOURS BEFORE CURBING Q-- 12. SEE SHEET CS101 FOR ADDITIONAL SITE SPECIFIC NOTES. CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY LINE INSTALLATION. 7. INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION. EXISTING CONDITION AND SURVEY NOTES: 11. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE UTILITY AUTHORITY'S INSPECTORS AND ENGINEER AT 8. BRING SITE TO FINAL GRADE.SPREAD STOCKPILED TOPSOIL OVER DISTURBED AREAS. ORNAMENTAL FENCE 0 a 0 a LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTIONS. 0 1, ALL HORIZONTAL DATUM IS BASED ON NAD 83 NORTH CAROLINA STATE PLANE US FOOT AND VERTICAL DATUM IS BASED 9. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT BUILDING NUMBER ON NAVD 8$. 12. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ANY DISCREPANCIES SHALL BE BROUGHT TO RAINFALL EVENT(0.5"OR GREATER). ENGINEER'S ATTENTION IMMEDIATELY. 2. THE UTILITIES, SITE FEATURES AND ONSITE TOPOGRAPHY SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE BEEN 10, PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL PERIMETER SWALES AND ALL ea LOCATED FROM FIELD SURVEY INFORMATION PERFORMED BY CAPE FEAR ENGINEERING, INC.BETWEEN JUNE 14,2018 AND 13. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY BE REQUIRED. AREAS WITH SLOPES GREATER THAN 3:1 THAT ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS. PLACE JULY 9,2018. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF AND PROVIDING FITTINGS AND CONCRETE THRUST PROPOSED MINOR CONTOUR TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL OTHER DISTURBED AREAS THAT ARE TO BLOCKS NECESSARY FOR COMPLETION OF THE SYSTEM. BE LEFT IDLE FOR MORE THAN 14 DAYS. ,. 3. ALL DISTANCES ARE GROUND HORIZONTAL 8.IN FEET UNLESS OTHERWISE NOTED. PROPOSED MAJOR CONTOUR ell) 4. INFORMATION SHOWN ON ADJACENT LOTS TAKEN FROM SURVEY BY CAPE FEAR ENGINEERING, INC.AND/OR FROM DESIGN WATER NOTES: 11. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE,WATER DRAWINGS AND IS FOR REFERENCE ONLY. AND REPLACE AS REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION MAY BE H` /LO 1, MINIMUM UTILITY SEPARATIONS REQUIRED UNTIL GRASS IS FULLY ESTABLISHED, HIGH/LOW POINT !-.�(, MRH 5. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES SHOWN COMPRISE ALL UTILITIES AND D REVISED PER NCDEQ COMMENTS SITE FEATURES IN THE AREA EITHER 1N SERVICE OR ABANDONED. CAPE FEAR ENGINEERING, INC. FURTHER DOES NOT SANITARY SEWER -10-FEET(LATERALLY) 12. CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED.THIS INCLUDES BUT IS NOT LIMITED TO IRRIGATING AND 02/13/19 WARRANT THAT THE UTILITIES AND SITE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED. CAPE FEAR -18-INCHES(VERTICAL-WATER OVER SEWER) MOWING GRASS AND RE-SEEDING/RE-SODDING BARE OR ERODED AREAS. 6"WATERLINE P6WL ENGINEERING HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. STORM SEWER 18-INCHES(VERTICAL) C ISSUED FOR STORMWATER MRH 13. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT 8" GRAVITY SEWER P8SS PERMITTING 01/07/18 6. SEE SHEET VF100 FOR ADDITIONAL EXISTING CONDITIONS NOTES. 2. WHERE A WATER MAIN PASSES OVER A SEWER,AND THE VERTICAL SEPARATION IS LESS THAN 18"OR WHERE WATER FROM SILT FENCE AND OTHER EROSION CONTROL MEASURES AND SPREAD EVENLY ACROSS THE SITE.GRASS ISSUED FOR WATER AND SEWER MRH PASSES UNDER SEWER,THE SEWER AND WATERMAIN SHALL BOTH BE DUCTILE IRON PIPE OR FERROUS MATERIAL FOR THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES. V/Z/Il/tA B A DISTANCE OF 10'ON EACH SIDE OF THE CROSSING(20'LENGTH CENTERED AT CROSSING-NO JOINTS). DUCTILE IRON PIPE PERMITTING 11/09/18 DEMOLITION PLAN NOTES: 14. IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS ALREADY BEEN ISSUED TO SOUTHPORT FOR MRH 3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISHED GRADE, OR STABILIZED/VEGETATED, CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING SEDIMENT OFFSITE AND SEWER MANHOLE ! A SHALL BE DUCTILE IRON PIPE OR FERROUS MATERIAL. PLANNING BOARD REVIEW g/(Q/1$ 1. ALL CONSTRUCTION DEBRIS NOT WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSING OF SEDIMENT IN ACCORDANCE WITH ALL LOCAL,STATE,AND FEDERAL REGULATIONS. REV.BY FIRE HYDRANT AS`"EMBLY REV. DESCRIPTION 2. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND/OR RELOCATION WORK, 4 ALL WATERLINES SHALL HAVE A MINIMUM OF 18-INCHES OF SEPARATION BETWEEN THE PROPOSED UNDERGROUND # DATE ONCE LOCATED IN THE FIELD POSITIVE VERIFICATION BY POTHOLING MAY BE REQUIRED. REPORT ANY CONFLICTS OR POWER AND COMMUNICATION LINES. COORDINATE WITH THE SITE ELECTRICAL CONTRACTOR. PAVEMENT NOTES: DISCREPANCIES TO ENGINEER IMMEDIATELY. GATE VALVE NI L REVISIONS 5. WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE THAT IS GREATER OR EQUAL TO 36" DIAMETER OR LESS 1. CONTRACTOR SHALL PROVIDE JOINTS IN CONCRETE WALKS AND DRIVES (CONTRACTION, EXPANSION AND �, 3. CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS. THAN 18-INCHES OF VERTICAL SEPARATION,THE WATERLINE SHALL BE DUCTILE IRON PIPE OR FERROUS MATERIAL FOR DOWELED CONSTRUCTION JOINTS)AS REQUIRED TO CONTROL CRACKING. DUCTILE IRON TEE i_ A DISTANCE OF 10'ON EACH SIDE OF THE CROSSING(20'LENGTH CENTERED AT CROSSING-NO JOINTS). 4. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ITEMS, 2. WHERE CONCRETE DRIVES ABUT ASPHALT PAVEMENT, BUILDINGS, OR OTHER STRUCTURE, THE CONTRACTOR WATER SERVICE OD INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT. SANITARY SEWER NOTES: SHALL INSTALL A THICKENED CONCRETE EDGE AND EXPANSION JOINT, 5. IF ASPHALT/CONCRETE DEMOLITION#S REQUIRED,CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF DEMOLITION OR 1. MAXIMUM SPACE.BETWEEN CLEANOUTS ON SERVICE LINES IS 100-FEET.CLEANOUTS SHALL BE PLACED AT ALL VERTICAL 3. ALL PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT NCDOT STANDARDS AND GRAVITY SEWER SERVICE o .: -- NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE. AND HORIZONTAL CHANGES OF DIRECTION, SPECIFICATIONS. STORMDRAIN PIPE Z/(, => 6. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL BE PERFORMED IN SUCH A MANNER 2. MANHOLES AND CLEANOUTS LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET FLUSH TO • 7-' THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO FINISHED GRADE AND BE HEAVY-DUTY TRAFFIC RATED. STORMDRAIN INLET WM SERVICE. CONTRACTOR SHALL ENSURE THAT STORMDRAIN DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12-HOURS AT A TIME. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO MAINTAIN PROPER STORM DRAINAGE 3. MANHOLES AND CLEANOUTS IN UNPAVED AND NON-TRAFFIC AREAS SHALL BE SET AT 1-INCH ABOVE FINISHED GRADE. YARD INLET ® \,, ,.1 DURING CONSTRUCTION. 4. ALL SEWER LINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISH GRADE, OR SHALL JUNCTION BOX 1 7. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' BE DUCTILE IRON PIPE OR FERROUS MATERIAL. ® OWNER/DEVELOPER FROM STORMDRAINS OR STREAMS. DRAINAGE EASEMENT 5. MINIMUM UTILITY SEPARATIONS: WATER -SEE WATER NOTES ABOVE 8. REMOVE AND DISPOSE OF ALL TREES AND STUMPS AS REQUIRED FOR PROJECT CONSTRUCTION. STORM SEWER -24-INCHES(VERTICAL) INLET PROTECTION HOOSIER DADDY, LLC O 9. ALL PIPING INDICATED FOR DEMOLITION TO BE REMOVED UNLESS NOTED FOR ABANDONMENT. 6. WHERE SANITARY SEWERS PASS UNDER STORMDRAIN PIPE AND THE VERTICAL SEPARATION IS LESS THAN 24-INCHES, 6025 TART N ROAD ix ENGINEERING SOLUTIONS, SUCH AS DUCTILE IRON PIPE OR BRIDGING SHALL BE PROVIDED TO PREVENT CRUSHING THE SILT FENCE SF a- u., UNDERLYING PIPE. WILMINGTON, NC 28409 SIGNAGE, STRIPING, AND MARKING NOTES: LIMITS OF DISTURBANCE 7. WHERE SANITARY SEWERS PASS OVER STORMDRAIN PIPE AND THE VERTICAL SEPARATION IS LESS THAN 24-INCHES,THE " "" ` """'LaD`"" PHONE: (252) 916-5030 4 SANITARY SEWER SHALL MEET THE MATERIALS,TESTING METHODS,AND ACCEPTABILITY STANDARDS FOR WATER MAINS h 1. ANY SIGNAGE FOR THE SITE SHALL BE SUBMITTED FOR APPROVAL BY THE CITY OF SOUTHPORT AT A LATER DATE. NO TEMPORARY CONSTRUCTION c> (15A NCAC 18C). ENTRANCE O SIGNAGE SHALL BE INSTALLED WITHOUT FIRST OBTAINING THE PROPER APPROVALS. CONTACT THE CITY AT �,., 7C (910)457-7961 FOR ADDITIONAL INFORMATION REGARDING SIGNAGE. p SILT FENCE ROCK OUTLET ;%'say u 2. CONTRACTOR SHALL COMPLY WITH THE CURRENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) *a*-1".. 6 STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, NCDOT ROADWAY STANDARD DRAWINGS, AND THE 2018 SWALE CENTERLINE ./ w STORMWATER AND GRADING NOTES: -�.• -->••.-- _•• 0 NCDOT PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED. Lt 3, CONFORM ALL SIGNS AND TRAFFIC CONTROL DEVICES TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 1. THE PROJECT WILL REQUIRE A STATE STORMWATER PERMIT ISSUED BY NCDEQ AND APPROVAL FROM THE CITY OF "iv O (CURRENT VERSION) SOUTHPORT. PE INLET PROTECTION -�` CAPEFEAR 4. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND SYMBOLS UNLESS OTHERWISE NOTED, 2. WETLANDS SHOWN HAVE NOT BEEN APPROVED BY THE ARMY CORPS OF ENGINEERS. ENGINEERING. 2 5. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS. 3. ALL RUNOFF FROM IMPERVIOUS SURFACES IS TO BE DIRECTED TO THE STORMWATER COLLECTION SYSTEM. 151 Poole Rd.,Suite 100; Bslvilte, NC, 28451 O o TEL (910) 383-1044; FAX (910) 383-1045 6. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE DAMAGED DURING 4. ALL STORMWATER RUNOFF SHALL BE DIRECTED AWAY FROM THE BUILDINGS AND TO THE STORMWATER COLLECTION WWW.CB -104 ; FAX (910)COm 9 CONSTRUCTION SHALL BE REPAIRED OR REPLACED. SYSTEM. N.C. LICENSE#C-1621 z I w 7. ARROWS PROVIDED ON PAVEMENT TO SHOW TRAFFIC CIRCULATION ON THE PLANS ONLY AND ARE NOT INTENDED TO 5. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY ADJUSTMENTS AND/OR '1/4.,. _ .._ . . .. 2 REPRESENT PAVEMENT MARKINGS TO BE INSTALLED RELOCATIONS. f PROJECT 1 I- 6. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. NUMBER: 440-11 O SCALE: NOT TO SCALE a. 7. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL PROVIDE I- PROPER DRAINAGE AT ALL TIMES. DATE: JANUARY 2019 O TRACKING: 1 8. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED AND EXISTING PIPES AFFECTED ' Q BY CONSTRUCTION SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS. ( ` . HOOSIER DADDY, LLC iii 9. UPON COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ACCUMULATED SILT FROM THE PROJECT y y. ELEVENTH ST. MULTIFAMILY O CONSTRUCTION SHALL BE REMOVED FROM THE STORMWATER POND, x 10. UNLESS OTHERWISE NOTED,ALL STORMDRAIN MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO SMITHVILLE TWP. o NCDOT STANDARDS AND SPECIFICATIONS. BRUNSWICK CO., SOUTHPORT, NC f r "1 ti Q INFORMATION SHEET a. PROJECT NUMBER SHEET NUMBER ‘4%. . . . . . , 1 ( 440-11 C-001 EXIWING CONDITIONS NOTES 140 c:„-At 1. REFERENCE IS MADE TO THE FOLLOWING: I 1 i ,-,,ToII PROJECT _oral --DEED BOOK 2966 PAGE 1067, DEED BOOK 3336 PAGE 440, DEED BOOK 3451 PAGE 1243, DEED BOOK 161 PAGE 62, DEED BOOK LOCATION -- -I4 2039 PAGE 1404, DEED BOOK 3744 PAGE 1360, DEED BOOK 2983 PAGE 357, DEED BOOK 384 PAGE 174, DEED BOOK 1387 PAGE I __ ___ _ -- -- -- -- -- ' 1092, DEED BOOK 2645 PAGE 158, MAP BOOK 100 PAGE 40, MAP BOOK 23 PAGE 193, MAP BOOK 79 PAGE 81, MAP BOOK 80 I ' — -- - - ! , -c--s-._ r , , *I,Vialliks _ - - - PAGE 44, MAP BOOK G PAGE 84, OR AS NOTED HEREON. - ',.' 11.010'wlii101 --- i . 2. BASED ON NORTH CAROLINA FLOOD INSURANCE RATE MAP C.I.D. #370028, PANEL#2096, MAP#3720219700K, DATED 1 , ___ - VICINITY MAP . , \tost tnt AUGUST 28, 2018, SUBJECT TRACT APPEARS TO BE LOCATED IN ZONES X AND ZONE AE. 14.0 NOT TO SCALE , lot1OLOSS 11111111:1V, ,----------------7,71, , s ------\\V- ' 1 14'1,j,a0kG".111101a. .' *1.eft0114 4.11104•1111116 3. ADJOINING PROPERTY OWNERS BASED ON INFORMATION FOUND IN THE BRUNSWICK COUNTY GIS SYSTEM OFFICE. . I 07. ,,,e• -\-----------------\'\c---- II ____-----N / ..- VVEST ST, 4.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, ----------- -- I IRC \ 'A'fli N ' .;e:' m-m---m--. ._, 0 , _.... .--- -- •--- ,,...., ....... •---- ••••"..- SOUTHPORT MARINA .1 --, ____/-11-2-- _ ---4----EF' . _ t .,.-. — — VE. 1 5. ALL SET CORNERS ARE#5 REBAR(RBS) UNLESS OTHERWISE NOTED HEREON. ._, I 1 ciWk.A _iz, — -,-;-i--- -,:,...._..--:30-- - -- --,- --- ,,.. ___ _ ..___-- r c ---------,- ...., ______ "W 122.678' _,,.... ... 6. AREA CALCULATED BY COORDINATE METHOD. MF ZONING /\ ' 1‹, ‘R L. _ L 4 \N PkG -'f'--- --- "--- --- ° 45' 19-02 I -- --:1\-'_, _.. - -S68 I NOTES: -- f, MULTIFAMILY RESIDENTIAL USE ,, .,,,, 1 1 I I , SOUTHPORT GREEN ASSOCIATES ..„,.. „.- , ,, _./..4.------ -- ''- 5 790W 90.321. _1,„ ,.,.....0.0......... ',..,,,•„,,,,▪ .,„., i'''-.. ,, -' SEE SHEET CS100 FOR SITE DATA TABLE AND — 3515 • ,..4- N7-7n:\.,k',:-,1 .5.-:,,,, . ,_ '- \ I 7. CURRENT ZONING: MF PO BOX 87509 -c- ------_-- r - - 44,4,▪ -- TVC;`"-.- ':''Z ADDITIONAL SITE NOTES. FAYETTEVILLE,NC 28304 ------- fl!--„,,„„„iii-•-•,9"1"" _ --- '../v7.,‘.•-, '-.-L---, -1-.4. ., k--n - ‘-',2 . 1 c --4- ' e A, , ', --„, 8. NO TITLE COMMITMENT WAS PROVIDED TO THE SURVEYOR FOR THIS SURVEY. , , ..1---'- „,___-,:-.4-0---- 00 - \, ..„,„ -- i N '7,' '. 1 1 : 129'6°: ‹‹.1 .\:-',.- - -/ ---- w. ti, ; „4.',11,4._i \ ../ \''' I V s.-,-..5 ,, I , 9, UTILITIES WERE NOT INCLUDED IN THIS MAPPING. l'R.P•DkU 107 A.a / - ---'',..;;2--------,_ .....-__...•--- -"°.- - ,, --' , , z ., --, . \ ,71 1 1 v e ,- ,t.1 r„.• ..- o" / ''''' 11.°'° 'At..••/„., --M•:: VARIES),,, 1,, .:*„_..., „ ,_ / L _ ......._ _ _ ____ - -- /,,,,, „,,,,,, Gok , 0.1,G 1,., , 4°A- • a' --.,. „ ..--,,,,,,„ 10. HORIZONTAL DATUM NAD83(2011) BASED ON OPUS OBSERVATIONS AND TIE TO NGS MONUMENTS"HOWE 1970" NCGS IkPs'e 1- 16340- " - 4•V'2‘j BO"‘N "'" "'- - . . ,, , _.,... . . „.„. .,. , ,..„ -.W.",,M-• ' p .- --- - MONUMENT"HOSPITAL 1970". VERTICAL DATUM NAVD88 BASED ON "K-176 1963" .„-,_•- ,, --,AB''‘a-/P : t,1*lk 1,1G1" AV 4.0(3* - \ .-7. ',9.;-,--- -'' - - '-'.:11ir'-fc `' _': ' .5,60 •, --;gw-: 4:,,,,,,,,,.• ,,w2,:;:: \ i -- — ... i 1 ,.. ,„;„.F,'-':',' ,-. : , co „ ‘-‘01k° G....;,,,.....06 : 7: ..',-. ,,,,...1:::Y--f --- -- / , A ee0k."4 „- - - \^';!.gt- 1,27:c"- , :. ,' _vqi.•,-, (t) i 11. ALL ZONING AND OWNERSHIP OF ADJACENT PARCELS IS PRESENTED AS SHOWN ON BRUNSWICK COUNTY GIS AS OF ,._.- --- ..-- ''''' / NAORD ....,•1° .a -- , ,,, I. ,:r -' I „...... -- '4,,,..,-' . i':‘,-'W.- , .r ,f0,4:+,," C4'.,,,,F"1 •-:. ?, :,., ,,,,, 1 I 1 _. /JANUARY 7TH, 2019. „.._ „...._ - . .,„.„. ..„-• --,,,-"o• --,.. ..,/ -..,- .,k '.724.51 .i'''''?'33 '^',.,':1 / I .,'' '' '' .--''''' ...... ,..-. ...„.,'....: ^,`410 '. .'.. / '''''' ''''- •,7,.,- 7::,' :§ , -7MW . ` '''' • c,,,:,,,,53, ,A. I :„.......:0(9. /„..„ ,,,„ _ 1 -j,-:;-----'-- --A6-:---- :--A57:1114-5-------. - ---.5._,-V-f-,'' '''••,- -:.-- - LI.,t-i LL1 I ---- ;....„..--,-:'--- .,-.- - / i '' ' ''''' ' '144%-; ' 2 . . 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R10 ZONING N-...., / 'k, Irk/ ; / i ---., , ..., ,,..:.x,„„,.., \ P.0 BOX 16560 I 1 - i . ., , RESIDENTIAL USE 1 , '' , / ', , ,, ,k-'' ,?- N 1 ,, •,,, ''{ -,:k,1:5.,. \ (P GREENSBORO,NO 27416 , ,..-1,,,:„N„75° 03' 54.98"E 10.324' I \ I X‘, .. .. . „ . . 0 , 6 ' ,- I - - - - - - - — "-LP4!"" - ,,,,,4, I :tit m, / , — RAMBO ELEANOR ETVIR . N Yi i , 1 / I • ,••-<7-, ..„....„, Y.fr 1 i / t ',. ct, I.'-',,Ir ', .,,,,,,,.'''..:I:3'2 \ t --,;',i---X4, . ..-- ,„, C*4 \ . '' ..,„:45;77 - - ----- ----, - ..._,J r:Y41-.1,. .' , i 1 ---'-' '''''-. '''''..- _...... -..... -•.•-•' — -.- .. . . ..,...., , . . „ . .„ RAMBO MICHAEL , , , ' , ;:AK :-). :t %,,:f ,T, DEMOLISH EXISTING LP AND ANY ;i% , ty,,,,,. „„.., I , 1 ‘4,,,..) I R10 ZONING ; // I s 412 W.11TH ST. // Ai I I; ' : /I 1 ,!:* I,!.'?, "•'<g ''iL4 •-? i , / .., -""•'-i -,-,i., UNDERGROUND ELECTRIC I • e.,-. "..- ^"'I'l, - ..:Z.:, F"'IN,,'i i' r.,, ' 1 ,..,..Mil me vinruipmenialit 000 ir irmilummit mr. Int . ,1&& .S:4 ,":'-. -,,.", ' .. 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I SOUIIHPORT,NC 28461 i, ,, (DISPUTED t - ‘ OWNERSHIP) 4 „.,, ,., „ ,,,,,,.., „ , , „ .,,,,,,i, V1.4,1- ,,,,„,-,I:„ --,:„N./ACAN)r':„' RESIDENTIAL USE _ ..___ _ ......._, - - / '-'11-- / i 7*-7,,,,,, / j.., 1 ' ....- ;', 't.'''' II :":-.1.1 I OWNER/DEVELOPER 1 , , u-,:f.s ",,,;,,,-,-.) LEE TERRY L. R10 ZONING EXISTING ---% 1 r ./ • I Ll Vt. ) ,( / .,.. PV t ,,,;'•,1,,,f. Y1.... f'. ,.,... L„ DISPUTED . , -,- if1 - 1 I Z z / v/RI' im.--- ‘-',, </:. K / f'''',.:&'.0// ' ..- 1 \ '' 1 ,- DEMOLISH EXISTING ., ,,,-- .d- OWNERSHIP I \ ' z,12,A,',32 " P.0 BOX 16560 1 I'.:,) I RESIDENTIAL USE , HOUSE,- 1 ,. 1 , . 1 . .-- I 1---' • GR4ENSBORO,NC 27416 r- --f•--„ ,.„. _..„... ...,.. 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GREENSBORO,NC 27416 I 1 LEE TERRY I /- rvii :\ , I-- - - - - _ _ ''' 2 '.•?.' 1 - - VACANT 1- -r- PO BOX 16560 1 , , i ,/ ,<,-- --I 'N, ; 4 6 -'re /I' ..i. ,, , i 0 i ---,--i-,,,,,,..,,,, ' N E / L--------. --) I GREENSBORO,NC 27416 I 4,..//,<„, / ..-.,Q.,114 _..„ II; T-• ; - / „--'77 ---z- , , '''2, f3.,'''''.-2---,N:';'"E':'''Z' , - CVN,,,, i ' '' ' . ...._ CI ..› 't-- , f ra 1 '77 71:45,t.; /,- --` ,,,,-- 743 r<1-,,$) :..:4,-',-;-z.`-',T)I:^1(C.- e e -',('-'-i) A:- - --- _ _ _ _ _ _ I / / '' -.• i ' '',1„,„5-,-' er4.,,,V '1,--44-- \ A / 1 ,,,,,,, ft ,..._ /,P -A.. . ri I/ 1 1.1] i ' ; .. ' -/C.,k -5 '.'',;::;-,V,„::••-' I / / I _ _ 1-- / :IL_ _IL, ,, i 1 : .,s,, q,4 „-:r ,,F..,,,.:2::. „ N..,4_ \ R10 ZONING - - - - _ _ 0 _.....-.... =.:..-- \'.. I or) ___, '... ''''/'2' VACANT / i I 1 \ RESIDENTIAL USE R10 ZONING - - 7/-1 I 4, 1 A,// \ , - f 1 ii k ', ' 't 1,4--.)- \ ---:;.,,,:', " /.29Vy..4,,„_.,.. _.„.__,.)..;.,14" ; i II 1 ' c sz4 .: / ,,.-,,i-.! ii / V. I DEMOLISH EXISTING T- — ---- — — _ —, \ LEE TERRY L. 1 RESIDENTIAL USE - 1 . . . . . IL -.`:I' , ,,,, 0 -- - _ - I1 /// : ., ---- -" - / I ) , ,, : 's y,,.„ ,,,,,, ,'.:-.-47/--,,,. .:':.'„1:.;q. , ,: -,- N ii , 0 1 OVERHEAD ELECTRIC SERVICE I N P.OBOX 16560 GORE ANNIE EIVIR GORE / 6 I t --- . \ • , (COORDINATE WITH UTILITY \ GREENSBORO,NC 27416 I i . - WILLIAM JOE „--- I rri I I N''7 r7 r; i i.,i si oi oui TNH.pcoAsnw,Nact...2A8 4v 6E; ,,.,.._......... , . '\,. i i i CAPE FEikR !-- - - _ _ _ , 1 N x . ,1- / ii I \ j I _ _ _ __L___:_i_..___L..._, __.,,• ,_.... ___._ _ _ ___ ___ _ _ _ _,..,. ...,1_,, zt,_,H.X.JoSlus/INEL, I I /1,/*14 , , , I ENGINEERING //4-,/ fi's.,----...__ -IE.•8"f'i'' - i : _..... ,.,„, : : ,!,• %''''',:-'.',;,.;<4.,3 „.,. b t l' _.....,...._ L 151 Poole Rd.,Sulte 100, Belville, NC, 28451 o , / . 1.1.44, i _ - / N. _ , .... . .. . . 1---- /1/:/,,--;7-/i - - „...,,, - -,a.,t i , , N. --, ?"-„,---,, --,• ,:. -,. 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MULTIFAMILY / . • -„,..c..,„=.tA R-10 ZONING R-10 ZONING C[TY OF SOUTHPORT I 1 - 1 1 ' c- ,,,,., i „Jbwin / -SSiviii I ; t 6 \ •-,::-=°'c,- -- 7, RIM 16.93 7-7.--_,,-,...,_-„-,,...,.,...,. / RIM 20.24 VACANT I 1 I SMITHVILLE TWP. ...,....„ / 1 i i i , - - — I 1 1 I Lti ! -- _- -- -_ _- -- -- 2 C/). \...,, BRUNSWICK CO., SOUTHPORT, NC 1 '''''..--- -•-• -----------,-,,--,:. -_-:--.--- 01 / 1 _.1, ___ ____ ___ ___ ___ ___ ___ ___ ._._ ___ __. ___ ___ __,. ! I .ci) , I \ 4/ <9 i I I 6 I I f 0 ' `/* i --'---,,,,-''-'"-_,,..-,-'...,,,,..,.r----... -.---';',.--• _.,.....f, I \ C.", SOLiTHPC)RT- z / \ I i I m 1='?' A9 0 I -„,---..„ , i..----• _ VACAN'I' \ I I EXISTING CONDITIONS AND ; i 1 i , / • , , 1 a.. 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