SW8190511_APPROVED PLANS_20200609

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW8 1 i05 I I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE as QoQoO�)(Dl
YYYYMMDD

STORMWATER MANAGEMENT PLANS
FOR
CLUSTER DEVELOPMENT
Southport, North Carolina
r yo
o
ABBREVIATIONS INDEX
COVER
ADA AMERICAN DISABILITY ACT
co CLEANOUT C-001 INFORMATION SHEET
CL CENTERLINE
D.E DRAINAGE EASEMENT VF1 00 EXISTING CONDITIONS AND DEMOLITION PLAN
DIP DUCTILE IRON PIPE . . . . . . . . . . . . . .
ESMT. EASEMENT
Ex. EXISTING CS101 OVERALL SITE PLAN
EXT. EXTENSION
FES FLARED END SECTION _6 ...... CG100 DRAINAGE AREA AND IMPERVIOUS ALLOCATIONS
FH FIRE HYDRANT PROJECT
FM FORCEMAIN
GV GATE VALVE AND BOX \A CG101 STORMDRAIN PLAN
LOCATION
HI HIGH
..........
JB JUNCTION BOX
CG102 GRADING PLAN
LF LINEAR FEET
STORMWATER POND #1 DETAILS
CG401
MAX MAXIMUM
LO LOW
M'C MAP CABINET
-501 D SITE DETAILS
MEP MECHANICAL -ELECTRICAL -PLUMBING
NS
MIN. MINIMUM
NCDEQ
NORTH CAROLINA DEPARTMENT OF
-505 5 GV-O' D STORMDRAIN DETAILS
ENVIRONMENTAL QUALITY
NDB NYOPLAST DRAINAGE BASIN
PG PAGE
ROW RIGHT OF WAY
SD STORMDRAIN W. WEST ST.
SEP. SEPARATION
SR STATE ROAD
ss SANITARY SEWER SOUTHPORT
PQ
SSMH SANITARY SEWER MANHOLE C)
STA. STATION MARINA
SW STORMWATER
TYP. TYPICAL
U.E. UTILITY EASEMENT ZONING MA P VICINITY MAP
WL WATERLINE
NOT TO SCALE NOT TO SCALE
APpp ,0\1ED
CNjz0j.NA EWiZOW4kNVL
MAMGEM'N' CC*1M&q0N
C-W - o� 5"Al i 9 a5 t
E N G I N E E R I N G
CA,
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone] ISSUED FOR
REGULATORY REVIEWvvww.capefearengineering.com PE.
DATE
N.C. LICENSE # C-1621

P
w
W
ku
CIVIL GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SOUTHPORT DEVELOPMENT REGULATIONS AND STANDARDS.
2.. EXISTING .UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND
UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. ANY CONFLICTS OR
DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY,
3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER PROPERTY
UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE
CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE
TO THE OWNER,
4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND
LINES OF REFERENCE AND CONSTRUCTION. STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS
OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL NOT IMPACT THE
OPERATION OF ANY ADJACENT PROPERTIES.
6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE
HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR ORIGINAL
CONDITION. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT SURFACES
ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT
IS BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY PAVED AREAS
DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE OWNER.
9, EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL TIMES. DO NOT
ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.
10. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.
11. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR MUST
VERIFY ALL MATERIAL QUANTITIES SHOWN.
12, SEE SHEET CS101 FOR ADDITIONAL SITE SPECIFIC NOTES.
EXISTING CONDITION AND SURVEY NOTES:
1. ALL HORIZONTAL DATUM IS BASED ON NAD 83 NORTH CAROLINA STATE PLANE US FOOT AND VERTICAL DATUM 1S BASED
ON NAVD 88,
2. THE UTILITIES, SITE FEATURES AND ONSITE TOPOGRAPHY SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE BEEN
LOCATED FROM FIELD SURVEY INFORMATION PERFORMED BY CAPE FEAR ENGINEERING, INC. BETWEEN JUNE 14, 2018 AND
JULY 9. 2018.
3. ALL DISTANCES ARE GROUND HORIZONTAL & IN FEET UNLESS OTHERWISE NOTED.
4, INFORMATION SHOWN ON ADJACENT LOTS TAKEN FROM SURVEY BY CAPE FEAR ENGINEERING, INC. AND/OR FROM DESIGN
DRAWINGS AND IS FOR REFERENCE ONLY.
5. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES SHOWN COMPRISE ALL UTILITIES AND
SITE FEATURES IN THE AREA EITHER IN SERVICE OR ABANDONED. CAPE FEAR ENGINEERING, INC. FURTHER DOES NOT
WARRANT THAT THE UTILITIES AND SITE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED. CAPE FEAR
ENGINEERING HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
6. WETLAND HAVE BEEN DELINEATED ON -SITE BY LAND MANAGEMENT GROUP, INC. AND SURVEYED BY CAPE FEAR
ENGINEERING, INC. THIS DELINEATION HAS NOT BEEN APPROVED BY THE USACOE. THIS APPROVAL SHALL BE OBTAINED BY
ANOTHER CONSULTANT PRIOR TO CONSTRUCTION.
T THERE IS AN ISOLATED WETLAND ON -SITE PROPOSED FOR FILL THAT EXCEEDS 0.1 ACRE. THIS PERMITTING IS TO BE
PREFORMED BY ANOTHER CONSULTANT PRIOR TO ANY DISTURBANCE IN THIS AREA OF THE SITE. FINAL LIMITS OF THE
ISOLATED WETLAND TO BE FILLED ARE STILL PENDING USACOE APPROVAL.
8. SEE SHEET VF10G FOR ADDITIONAL EXISTING CONDITIONS NOTES.
DEMOLITION PLAN NOTES:
1. ALL CONSTRUCTION DEBRIS NOT WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR,
2. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND / OR RELOCATION WORK
ONCE LOCATED IN THE FIELD POSITIVE VERIFICATION BY POTHOLING MAY BE REQUIRED. REPORT ANY CONFLICTS OR
DISCREPANCIES TO ENGINEER IMMEDIATELY.
3, CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS.
4. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ITEMS,
INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT.
5. IF ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF DEMOLITION OR
NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
6. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL BE PERFORMED IN SUCH A MANNER
THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO
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
DURING CONSTRUCTION,
7, DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50'
FROM STORMDRAINS OR STREAMS.
8. REMOVE AND DISPOSE OF ALL TREES AND STUMPS AS REQUIRED FOR PROJECT CONSTRUCTION.
9. ALL PIPING INDICATED FOR DEMOLITION TO BE REMOVED UNLESS NOTED FOR ABANDONMENT.
SIGNAGE, STRIPING, AND MARKING NOTES:
1. ANY SIGNAGE FOR THE SITE SHALL BE SUBMITTED FOR APPROVAL BY THE CITY OF SOUTHPORT AT A LATER DATE. NO
SIGNAGE SHALL BE INSTALLED WITHOUT FIRST OBTAINING THE PROPER APPROVALS. CONTACT THE CITY AT
[phone] FOR ADDITIONAL INFORMATION REGARDING SIGNAGE.
2. CONTRACTOR SHALL COMPLY WITH THE CURRENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, NCDOT ROADWAY STANDARD DRAWINGS, AND THE 2018
NCDOT PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED.
1 CONFORM ALL SIGNS AND TRAFFIC CONTROL DEVICES TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
(CURRENT VERSION)
4. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND SYMBOLS UNLESS OTHERWISE NOTED.
5. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
6. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED OR REPLACED,
7. ARROWS PROVIDED ON PAVEMENT TO SHOW TRAFFIC CIRCULATION ON THE PLANS ONLY AND ARE NOT INTENDED TO
REPRESENT PAVEMENT MARKINGS TO BE INSTALLED
ADA REQUIREMENT:
1. PER ADA SECTION 4.1.2 (1): AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL BE PROVIDED WITHIN
THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING SPACES, PASSENGER
LOADING ZONES IF PROVIDED, AND PUBLIC STREETS OR SIDEINALKS, TO AN ACCESSIBLE BUILDING ENTRANCE.
2. PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO RIGHT OF WAY.
OTHERWISE ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO SLOPE ALLOWANCES DEFINED BY ADA.
3. VERIFY COMPLIANCE WITH MORE STRINGENT CODES.
GENERAL UTILITY NOTES:
i. WATER SERVICE IS PUBLIC BY CITY OF SOUTHPORT. ALL WATERLINE MATERIALS, CONSTRUCTION AND WORKMANSHIP
SHALL CONFORM TO BRUNSWICK COUNTY AND NCDEQ STANDARDS AND SPECIFICATIONS.
2. SEWER SERVICE IS PUBLIC BY CITY OF SOUTHPORT. ALL SEWER MATERIALS, CONSTRUCTION, AND WORKMANSHIP
SHALL CONFORM TO BRUNSWICK COUNTY AND NCDEQ STANDARDS AND SPECIFICATIONS.
3. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING
TH16 PROJECT,
4. THE MAIN WATER AND SEWER LINES PROPOSED FOR THE PROJECT REQUIRE PERMITTING THROUGH NCDEQ. ALL
INSTALLATION OF UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH PERMITS FROM NCDEQ.
5. THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH BRUNSWICK COUNTY AND THE CITY OF
SOUTHPORT PRIOR TO INITIATING WORK.
6. CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED,
CERTIFIED, AND ACCEPTED FOR SERVICE.
7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE INSTALLATION OF ANY NEW LINES.
8. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. IF NOT,
CONTRACTOR SHALL ENSURE THAT MINIMUM COVER REQUIREMENTS ARE MET AND THAT UTILITIES ARE ADEQUATELY
PROTECTED.
9. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL HAND EXCAVATE WHEN
ADJACENT TO EXISTING UTILITIES.
10, CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS AND ENGINEER AT LEAST 72 HOURS BEFORE
CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY LINE INSTALLATION.
11. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE UTILITY AUTHORITY'S INSPECTORS AND ENGINEER AT
LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTIONS.
12.. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ANY DISCREPANCIES SHALL BE BROUGHT TO
ENGINEER'S ATTENTION IMMEDIATELY.
13. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY BE REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF AND PROVIDING FITTINGS AND CONCRETE THRUST
BLOCKS NECESSARY FOR COMPLETION OF THE SYSTEM.
WATER NOTES:
1. MINIMUM UTILITY SEPARATIONS
SANITARY SEWER -10-FEET (LATERALLY)
-18-INCHES (VERTICAL - WATER OVER SEWER)
STORM SEWER -18-INCHES (VERTICAL)
2- WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18" OR WHERE WATER
PASSES UNDER .SEWER, THE SEWER AND WATERMAIN SHALL BOTH BE DUCTILE IRON PIPE OR FERROUS MATERIAL FOR
A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING -.NO JOINTS).
3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISHED GRADE, OR
SHALL BE DUCTILE IRON PIPE OR FERROUS MATERIAL,
4, ALL WATERLINES SHALL HAVE A MINIMUM OF 184NCHES OF SEPARATION BETWEEN THE PROPOSED UNDERGROUND
POWER AND COMMUNICATION LINES. COORDINATE WITH THE SITE ELECTRICAL CONTRACTOR.
5. WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE THAT IS GREATER OR EQUAL TO 36" DIAMETER OR LESS
THAN 18-INCHES OF VERTICAL SEPARATION, THE WATERLINE SHALL BE DUCTILE IRON PIPE OR FERROUS MATERIAL FOR
A DISTANCE OF IV ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS).
SANITARY SEWER NOTES:
1. MAXIMUM SPACE BETWEEN CLEANOUTS ON SERVICE LINES IS 100-FEET. CLEANOUTS SHALL BE PLACED AT ALL VERTICAL
AND HORIZONTAL CHANGES OF DIRECTION.
2. MANHOLES AND CLEANOUTS LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET FLUSH TO
FINISHED GRADE AND BE HEAVY-DUTY TRAFFIC RATED.
3. MANHOLES AND CLEANOUTS IN UNPAVED AND NON -TRAFFIC AREAS SHALL BE SET AT 1-INCH ABOVE FINISHED GRADE.
4. ALL SEWER LINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISH GRADE, OR SHALL
BE DUCTILE IRON PIPE OR FERROUS MATERIAL.
5, MINIMUM UTILITY SEPARATIONS: WATER - SEE WATER NOTES ABOVE
STORM SEWER - 24-INCHES (VERTICAL)
6. WHERE SANITARY SEWERS PASS UNDER STORMDRAIN PIPE AND THE VERTICAL SEPARATION IS LESS THAN 24-INCHES,
ENGINEERING SOLUTIONS, SUCH AS DUCTILE IRON PIPE OR BRIDGING SHALL BE PROVIDED_ TO PREVENT CRUSHING THE
UNDERLYING PIPE.
7. WHERE SANITARY SEWERS PASS OVER STORMDRAIN PIPE AND THE VERTICAL SEPARATION IS LESS THAN 24-INCHES, THE
SANITARY SEWER SHALL MEET THE MATERIALS, TESTING METHODS, AND ACCEPTABILITY STANDARDS FOR WATER MAINS
(15A NCAC 18C).
STORMWATER AND GRADING NOTES:
1. THE PROJECT WILL REQUIRE A STATE STORMWATER PERMIT ISSUED BY NCDEQ AND APPROVAL FROM THE CITY OF
SOUTHPORT.
2. WETLANDS SHOWN HAVE NOT BEEN APPROVED BY THE ARMY CORPS OF ENGINEERS.
3. ALL RUNOFF FROM IMPERVIOUS SURFACES IS TO BE DIRECTED TO THE STORMWATER COLLECTION SYSTEM.
4. ALL STORMWATER RUNOFF SHALL BE DIRECTED AWAY FROM THE BUILDINGS AND TO THE STORMWATER COLLECTION
SYSTEM.
5. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY ADJUSTMENTS AND/OR
RELOCATIONS.
6. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
7. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL PROVIDE
PROPER DRAINAGE AT ALL TIMES.
8. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED AND EXISTING PIPES AFFECTED
BY CONSTRUCTION SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS.
9, UPON COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ACCUMULATED SILT FROM THE PROJECT
CONSTRUCTION SHALL BE REMOVED FROM THE STORMWATER POND.
10. UNLESS OTHERWISE NOTED, ALL STORMDRAIN MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS AND SPECIFICATIONS.
11. LAND MANAGEMENT GROUP INC. HAS IDENTIFIED AN UN -NAMED TRIBUTARY TO COTTAGE CREEK ON THE SITE AND HAS
DETERMINED THIS TO BE RELATIVELY PERMANENT WATERS OF THE US AND SUBJECT TO STATE REGULATION. ROADWAY
AND UTILITY CROSSINGS ARE PROPOSED IN THIS LOCATION. BUFFER IMPACTS SHALL BE PERMITTED BY ANOTHER
CONSULTANT PRIOR TO THE INSTALLATION OF ANY UTILITIES OR CONSTRUCTION OF IMPERVIOUS AREA WITHIN THE
50-FT BUFFER INDICATED ON THE PLANS.
LANDSCAPE/PLANTING NOTES:
1. LANDSCAPING PLAN TO BE PROVIDED AT A LATER DATE.
2. LANDSCAPING PLAN SHALL INCLUDE ANY MONUMENT SIGNAGE, SITE LIGHTING, PLANTINGS AND SEEDING,
IRRIGATION, AS WELL AS DESIGN FOR FENCED RECREATIONAL AREA INDICATED ON PLANS.
3. THE LANDSCAPE CONTRACTOR SHALL OBTAIN ALL LICENSES AND PERMITS REQUIRED FOR THE PERFORMANCE
OF THEIR WORK.
4. ALL PLANT MATERIAL SHALL BE GUARANTEED BY CONTRACTOR FOR A MINIMUM PERIOD OF ONE YEAR FROM DATE
OF COMPLETION AND ACCEPTANCE BY OWNER.
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
1. THE TOTAL AREA OF DISTURBANCE IS 14.44 ACRES.
2. 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.
3. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY IN ORDER TO KEEP SEDIMENT FROM
BEING TRANSPORTED OFFSITE.
SEQUENCE OF PRELIMINARY. LAND DISTURBANCE:
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, AND SILT FENCE ROCK OUTLETS.
4. INSTALL SEDIMENT BASINS AND SKIMMER DEWATERING DEVICES.
5. TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE REMOVED FROM TOP SOIL
PRIOR TO STOCKPILING. TEMPORARY DIVERSION DIKES SHALL BE INSTALLED AS REQUIRED SUCH THAT THAT ANY
SEDIMENT GENERATED PRIOR TO COMPLETE INSTALLATION OF THE STORMDRAIN WILL BE DIRECTED TO
SEDIMENT BASINS.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL
EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ALL PERIMETER SWALES AND ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT
ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING ON ALL OTHER DISTURBED AREAS
THAT ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS.
SEQUENCE OF FINAL LAND DISTURBANCE:
1. INSTALL STORMDRAIN FACILITIES,
2. INSTALL TEMPORARY INLET PROTECTION.
3. REMOVE TEMPORARY SKIMMER BASIN #2 AFTER STORMDRAIN NETWORK #100 IS INSTALLED.
4. BRING SITE TO FINAL GRADE.
5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL
EVENT (0.5" OR GREATER).
6. PLACE TEMPORARY SEEDING ON ALL. PERIMETER SWALES AND ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT
ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS. PLACE TEMPORARY SEEDING ON ALL OTHER DISTURBED AREAS
THAT ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS.
7. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER
AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
8. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT
FROM SILT FENCE AND SEDIMENT BASIN #1 AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES.
PAVEMENT NOTES:
1. CONTRACTOR SHALL PROVIDE JOINTS IN CONCRETE WALKS AND DRIVES (CONTRACTION, EXPANSION AND
DOWELED CONSTRUCTION JOINTS) AS REQUIRED TO CONTROL CRACKING.
2, WHERE CONCRETE DRIVES ABUT ASPHALT PAVEMENT, BUILDINGS, OR OTHER STRUCTURE, THE CONTRACTOR
SHALL INSTALL A THICKENED CONCRETE EDGE AND EXPANSION JOINT.
3. ALL PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT NCDOT STANDARDS AND
SPECIFICATIONS_
LEGEND
PROPERTY BOUNDARY""'
EX. CONTOUR _ �_ _ - -30-
SETBACK
EX. STORMDRAIN _-_� " " " -SD
EX. 8" WATERLINE
EX. GRAVITY SEWER
EX. OVERHEAD ELECTRIC
EX. WATER VALVE
EX. FIRE HYDRANT
EX. SSMH
ADJOINER
SW POND
EXISTING ASPHALT
DIRT ROAD
CONCRETE
BUILDING OUTLINE
CONCRETE SIDEWALK
CURBING
BUILDING NUMBER
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
HIGH/LOW POINT
6" WATERLINE
8" GRAVITY SEWER
DUCTILE IRON PIPE
SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
GATE VALVE
DUCTILE IRON TEE
WATER SERVICE
GRAVITY SEWER SERVICE
STORMDRAIN PIPE
STORMDRAIN INLET
JUNCTION BOX
EASEMENT
P6WL
--� PSSS-
t
►4
c
INLET PROTECTION
11
SILT FENCE
- - - SF
TOP OF BANK
- --- -- -- TOP
LIMITS OF DISTURBANCE mm-
rm son � �LODr
TEMPORARY CONSTRUCTION ENTRANCE
SILT FENCE ROCK OUTLET
TEMPORARY DIVERSION DITCH
TDD
y
Z
�5l.
w-'' w•w
VICINITY MAP
PROJECT w. NOT TO SCALE
LOCATION
ti
w- �5s• �' U
W.
SOUTWORT W
r►s+FrrHa
NOTES:
SEE THIS SHEET FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR
CONSTRUCTION
�i1t9lfiFdFi�/I
Q
SEAL
® � m
z 1346 80 x
e
OWNER/DEVELOPER
.HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Beiville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: NOT TO SCALE
DATE: MARCH 2O19
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
INFORMATION SHEET
fr
�r ► I Sjtp �,t y, A 7 I i,
,'� i y t �' ► I ' � � , t '{ •� �I t �,� { i � �� `���� � , : � � _.f ¢
I' ' I I - I ,. I!. . ,,. .I'..il: '.. r.e ..•e ,f 'l:h .i, �.. 1 k. L� I. 1-
PROJECT NUMBER SHEET NUMBER
440-021 C-001

c�
F
U.
a)
tE
a
0
z
0
U
0
t9
9
z
w
U-
0
Ix
iE
0
to
N
a
O
s
x
0
4
t�
h
4
CO
1
EXISTING CONDITIONS NOTES: ¢�„ PROPOSED W.
WELLINGTON / CLEMMONS I } �,?� ELEVENTH STREET
/ / / / 1 cATHERiNE ETVIR / I MICHAEL & i I } } I /.m k / MULTIFAMILY
REVIEW)PROJECT
1. REFERENCE IS MADE TO THE FOLLOWING: / / ^O / / WELLINGTON JOHN / I ALFREDA C I CLEMMONS MARJORIE 1 FAULMANN KEVIN ETUX £STHER j RAMBO ELEANOR B ETVIR t t
DEED BOOK 2968 PAGE 1067, DEED BOOK 33313 PAGE 440, DEED BOOK _ ti CLEMMONS PAUL 1 y /
BOGEN MICHAEL R & ERIK D / / O O' / / D.B. 591, PG. 231 / DAVIS VIRGIE MAE (LT) FENDER & MICHAEL CLEMMONS D.B.3440, PG. 381 �' RAMBO MICHAEL
3451 PAGE 1243, DEED BOOK 161 PAGE 62, DEED BOOK 2039 PAGE 1404, o Q / D.B. 2311, PG. 845 D.B. 3865, PG, 447 ! I / J
EDWARDS / / � / PID:237CA009 PId:237CA00901 / D.B. 496, PG. 596 D.B. 3336, PG.438 1 P.B. 79, PG. 81 � }� D.B. 3451, PG. 1243
DEED BOOK 3744 PAGE 1360, DEED BOOK 2983 PAGE 367 DEED BOOK PID:237CA010 I
D.B. 515, PG. 887 / / Vv / / ` / PID:237CA011 I PID:237CA012 � P€D:237CA013 � } PID:221MA004
384 PAGE 174, DEED BOOK 1387 PAGE 1092, DEED BOOK 2645 PAGE 158, PID:237CA00602 / _ _ _
L----� z----..._..-..._--._._.........-L----�---------- _ � _ _�.....--------L----_.-- - L-------
MAP BOOK 100 PAGE'40, MAP BOOK 23 PAGE 193, MAP BOOK 79 PAGI~ Al \ / T _ --OEM - ; p _ _ _ _ - - _ - - _ E - - _ _ -OE _ -C?E ~� - ��E - ---OE - - - :&_OE _ - __ �-si-Dl - - � - �� J -- �
MAP BOOK 80 PAGE 44, MAP BOOK G PAGE 84, OR AS NOTED HEREON. \ / - W OFSS --- - -S OSS - -` �' O - - - -- - - -SS - -- - - - -- - - �- 5 rt SS -
/ _ -
2. BASED ON NORTH CAROLINA FLOOD INSURANCE RATE MAP C.I.D. # -- = •- "._ -- - - r _ _ -
vv
370028, PANEL # 2096, MAP # 3720219700K, DATED AUGUST 28, 2018, / - - -vv - tv__
-
SUBJECTTRACT APPEARS TO BE LOCATED IN ZONES X AND ZONE AE. \ / �, '' / / 0 - - - -OE - - - - --OE � � ` � � S 73°14'01" � N 72°54'34" E 372;49'� � � -` �T---OE ----OE - ..._.. - __.015 _ _ __ _�_ .� _-------T--- - ----------- --- - - - �.-- _--------------BE-�--.3. ADJOINING PROPERTY OWNERS BASED ON INFORMATION FOUND IN \ f/ // 100.#i4' - IRF I 1 - t WEST ELE1lENTH ST. k I - --� �- �. ,_ \ / �. / # �/,, �� �""�°� - � EXISTING 36" RCP
THE BRUNSWICK COUNTY GIS SYSTEM OFFICE. �/ 11 / / / 1 ,r (TIE) / - /:� ROADWAY CULVERT
ITYLER GLAj5YS DEN16E I / / / i Z / } :�f l •' ,` ,` d �/
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 1 7 PG. 454
18 `" ' ` r `� �}
TtJ�/IPA / D.B. 11 , 9
BED) PID:23 DF0070 / f / / I I ° `� � I , ; � '� M
j f t` WEARREN EARNEST
5. ALL SET CORNERS ARE #5 REBAR RBS UNLESS OTHERWISE NOTED / / } / S t/ / / I I LEROY /
(RBS) /~ l / / / !; QUISITION HOLDINGS ,
/ / / �° r I I D.B. 43(3, PG. , \ ��) i � ILL THADDEUS TYRON JR ETUX
HEREON. / � . Al
ti / f -, may° / STEPHENS J LYNWOOD / / I I PID:2370F006 ! LLC }5' r i ; i �� HILL PAMELA
/ / / �O 9 /♦ / D.B.1725, PG. 882 / / n D.B. 4�9�3, PG, 731 / I) cY co �,� D.B. 2473, PG. 796 ,
6. AREA CALCULATED BY COORDINATE METHOD. / . I � i i v { PlD:2s7DFooa
/ s` G ?/ PID:237DF00702 / DAVISMARY LOu1S£ w / L - - - a' ,� PID.?VDF00505 l �€ : ; I t►, / /
/ / I 1 ! , ;
ETVIR
7. CURRENT ZONING, RA /
f / O IPF S / DAVIS FREDERICK / I
�O° / D.B.591,PG. 259 I DEMOLISH
8. NO TITLE COMMITMENT WAS PROVIDED TO THE SURVEYOR FOR THIS / I EXISTING
�/ � � - MCCLAIN JUDY CORDON �.
.-°a ♦ O� . / PID:237DF007 / I �... STRUCTURE
SURVEY. / // /' ^ 74 I D.B. 594, PG. 639 IRF
`X-tRF-'
/ / HANKINS HAROLD I PID:237DFoo502 \74,
9. UTILITIES WERE NOT INCLUDED IN THIS MAPPING.D.B. 719, PG. 109IRF / PID:237DF00504 I \ \`�'
10. HORIZONTAL DATUM NAD83(2011) BASED ON OPUS OBSERVATIONS , j 7s, / I N 73°96'33" E \ r 17 ; CLEMMONS MARJORII= ETAI S r f
SAND TIE TO NGS MONUMENTS "HOWE 1970", NCGS MONUMENT 7p9 // _„ ,, i \ .. 'D.B.
HOSPITAL 1970 . VERTICAL DATUM NAVDB$ BASED ON"K-176191"a3 /( 1 tp 1 706 N F LINE\TO BE ABANDONS ``,\ ,,c/ r` �( f rTf :2 36; OO506 /
/ // / V. 7p, Z IRF 100.74' / \ r3 PlD:237DF00506
/ W° t ( / IRF UPON'RECOMBINATION �`� I �I
11. TOTAL AREA: 15.0 ACRES. / / - /`r�' - �-f / IPF UNNAMED TRIBUTARY
/ f/ TOP OF BANK (TYP) RBS _
12. SEE TREE REMOVAL PLAN SHEETS FOR INFORMATION ON EXISTING /tBS
TREES AND TREE PROTECTION/REMOVAL I l \ -o' ��p� r�, h ♦ \ \\ t 1 _ ( J�� {\\_ O _ _
END OF ASPHALT f t > / o v '�tp, _ , _ - / ~ / ♦ / ..� ! �' \ ` l � � C, i I
�,,f ,,�g, C� •0 1 / { p° f a - f / / HANKINS JOHN THOMAS
`71•S. \� \ r. S,SO'i' f / f // D.B. 2338, PG. 117
f ` 9+_ - tt`>,'�a� PID:237DF00401
STANLEY JOSEPH K ET & fj / L� / / `�a99 _
MALISTON / / "O I / ( / t ♦ 2`Si3s "� l fr CG,�O�/s \ / r
D.B. 2007, PG. 375 4 f1, ' 6
PID:237CA00601 /'. _ tp 17 �" / i i I 1 7 HRLMt-S EVA ETALS r IPI _
p 1' RBS `.'�' i i .. \ \ D,�. D 14E, PG. 127� / o �/
`;,f> Y ~ \ f \ 1 \ ♦ �! O' f \ J IDa237D 005 s / f �� �(' ,r� T V4 HANKINS HAROLD \
/ / %M 16" \ \ ♦ 4 � t _. _ / \ - / /t: /` ! \ \ \ N D.B. 610, PG. 505
PID:237DF01408
CLEMMONS MARJORIE G ETALS t� - '-� f jai \ \ ( `/ i \\
i \ 1 D.B, 3336 PG, 440 ` cri _ I( 1 .f '� . �.�' COTTAGE CREEK
~� PID:237CR003 \\r I \ / ii 1ij� / 1} �\ / w7r�-�'/` TOP OFBANK (TYP)60 \
j `, J��•\ \ ~�� �y RAY MINERVA
rn CARMELLIA \
D.B.1232 PG. 509
ISOLATED WETLAND TO BE FILLED \ \ - \
(PERMITTING BY OTHERS) \ \ \ ! ' I f f \ �� r (�/ / e 4 : � � \ \ PID:237DF01407
40
ryh / pip>> p•4,yF�3 p - ` \ / 1 \ f \ ~ 1, fi \ ° �' \ u'F` \
°h >�, (�' SF ?` f �7 \ t, ' \ € ,. i s I HANKINS WALTER L \ \ \
\IRF \ \ �' \ '\ , 3 / �! I iv & HANKINS ADDIE \ \
�STURB D) \ \ \ -, 1 \ �\ \ \ \ `" ` 1 1 ' :476. Po a 0
LINE TO BE ABANDONED \ '� � , � `. J 1 � \
LINE TO BE ABANDONED �
/ UPON RECOMBINATION
C.J. MILLER �\ /y� i / UPON RECOMBINATION
D.B. 144, PG. 123 \ R r _1 ' % l� } / \ l \ 3837 s
TITLE DISCREPANCY ? �_ /'3 / l "
_ % °�'`X ��.1,- t \ -/ RBS \\ A-ti p \\\ \
17 �s I HARGROVE WILLIAM T 15 I / \ �. \ IR ! m \
L16 V, h , �, I3.B.416, PG. 43$ \ i \ r
(TIE) / 00� �P.F� 1 PII3:237CA00302 - (� a / r 1 \ ,\ � \ > l \ f } = i\ \�.\ /y- \� ? r to
f'�s
\ % \ � / � j �/ � � +per \ \ + ,•n ! i .,/ ` � � 4 \ �-'�. _ s .P o Q \ \ \ \
IRF/ ' �� /� \ \ �\ / '-I 70 } �; > L `9 /7S ' 't 1 \ \E\\ , f ff t 1 \ \ \ \ \
15.00 ACRES,, _ , \ �\ _ _ _ ,�,� ��\IRN \
_ \ \ ' /_ w_ HANKINS JAMES 1,
RB w. (RECOMBINED} `�' f \ \`/_ _ I
f t al �. 1=PALS
! } ' \ / `` / { \ ► E - / D.B. 476, PG. 729 / EAGL S ALNETA H \
i/ ' - i i ; L �N j Q PID:237DF01404 D.B. 486, PG. 350 \ \ \
t\ I�� �Q \ C \ PID:237DF01405 \ \ \ \
STANLEY VONICE M AND /\ / \ / I \
STANLEY JOSEPH K \ \ f f/ j tr1 DENEOLISHIREMOVE "r \ \ -
ry EXISTING ASPHALT ROAD L°
D.B. 706, PG. 97 .-- .. f e.
/ TO PROPERTY LINE \ - ; ' \ 2 \ \ t
PID:237CA002 l 4 j } t /
6/
(DISTUR Lt3 - . \> / / / 1 O / BELLAMY MICHAEL E
\\ < 4 \ r / 1 \ 1 1 t 1 \ \
,>� 1 � D.B. 1032, PG. 327 \ \ \ \
WELLINGTON CATHERINE { \ �. w� �, , M \ \ } \ / _ \ \ 4 \ .. \ PID 237DF01403
WILLIAMS
D.B.461, PG.396 _
PID:237CA004 "*, \ \1 i i \ . 't \ \ \ ~� 1 A , 1KIS LD \� \
D.B.� CITY o
i € i 1 } � 13921 PG. �, ' ' 1 BELLAMY MICHAEL E \
f h"� PID:237DF00501 \ 1 SOUTHPORT PG. 2 t \ I \
D.B. 847, PG. 213 t t 1 D.B. 1032, PG. 327 \ \
VERI. EN ANNfE ETALS I to } r \ \ \
D.B. 34Q5 PG 3(3 ,• r ^M PID:237DF01401 1 } ! P.B. 91, PG. 66
PID.237DFQ0701� f / \\ \ \} \ � � (f �� � \ PID:RACT 2 4
,
\ t MAINTAIN EXISTING ACCESS UNTIL FINAL
BALD HEAD ISLAND LTD LLC ~` ti ROADWAY IS CONSTRUCTED AND COX VIRGINIA C };
D.B. 3299, PG. 1005 ;` IO DEDICATED TO CITY OF SOUTHPORT D.B. 3692, PG. 421
7, r ��3�18
P.B. 36, PG• 486 � � � � �. 1f• �--•,,,, "`� / P.B. 31, PG. 437
` PID:2370000401 .r- \ _ \ ' •, TRACTS A&S
PID:237DF01201 / }
/ t �
�. IRF t r• /
AMERIrAN LEGION POST
7 - r'
f t/\ 213
�PB_
D:237DF012 / ' �Ylf / PROPERTY BOUNDARY
LINE TABLE
/tK
7 -
BALD HEAD
j f ` � BALD HEAD ISLAND LTD LLC, <z _ _ , WEST NINTH ST.
ry t f j ISLAND LTD LLC f D.B. 3299, PG. 1005 /
D.B. 3299, PG. / P.B. 36, PG. 235 f NEAL JOHN W
f i t f 1005 f LOT 1 / D.B. 291, PG. 788 f \ /
f / P.B. 36, PG. 235 PID:237FD001 BALD H
\ / f / P.B. 11, PG. 127 f - `
f r LOT 2 PID:2370000402 ISLAND LTD C - -
tl PID:237FD002 i ff f D.B. 3299' PG. /13
�,�. w
P.B. 36, PG. 233 �'!,� -
t
LINK
BEARING
DISTANCE
L1
N 70`374T' W
16"43'
L2
N 70°36'20" W
70,01'
L3
N 70*00'30" W
17.33'
L4
N 70°03'21" W
66.55,
L6
S 41`3T15" W
49.98'
L7
N 48"5646" W
96.51'
L10
N 17"49'01" W
50.25'
L11
N 73"03'35" E
50.56'
L12
S 19'46'01" E
23.19'
L13
S 22°41'42" E
61.82'
L14
S 31"45'25" E
44.82'
L15
N 71"00'2W W
50,67'
L16
N 71"08'25" W
33.92'
•• 1 •! 120
.0
y y
s
°Fy
VICINITY MAP
PROJECT v� �'
NOT TO SCALE
LOCATION T'
w"
w� 51
W. WEWST. w.N
4
V.
sourx�orer w 1
MAMM
T�
Ss.E
NOTES / LEGEND:
.
REBAR FOUND (RBF)
IRON PIPE FOUND (IPF)
REBAR SET (RBS)
BOUNDARY LINE
- -
- ADJOINER PROPERTY LINE -
r FLOOD ZONE LINE - - -
ZONE X FZ
ZONE AE
LINE TO BE ABANDONED
404 WETLANDS
W
ISSUED FOR
CONSTRUC110N
�s
m Q '
4 \7
SEAL r`
04 }98
iii11Ri+i��4 �a4
OWNER/DEVELOPER
HOOSIER DADDY, LLC
602.5 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX (910) 383•-1045
www.capefearengineedng.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: 1 INCH = 60 FEET
DATE: MARCH 2O19
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
EXISTING CONDITIONS
AND DEMOLITION PLAN
PROJECT NUMBER SHEET NUMBER
440-021 VF 1 00
.ti I ��,; r ! re r •e= s t 1� , .I• f• 1 t .! i s,' -, rt ��l�,

p.M, I., I.: a1-4 rra.:.M . I:i., h., ,rl. R,
SITE NOTES:
1. ONLY SIGNIFICANT TREES (Lill OAKS AND LIVE OAKS)
ANTICIPATED TO REMAIN ARE SHOWN. FINAL TREE
REMOVAL AND PRESERVATION OF TREES WILL BE BASED
ON FINAL SITE GRADING AND UTILITY DESIGN.
2. ALL ROADS TO BE PUBLIC (DEDICATED TO THE CITY OF
SOUTHPORT) AND BUILT TO MINIMUM N.C.D.O.T STANDARDS
(PAVEMENT SECTION ONLY).
3. PRIOR TO THE SALE OF ANY LOT, A PROPERTY OWNER'S
ASSOCIATION WILL BE FORMED AND DEED RESTRICTIONS
AND PROTECTIVE COVENANTS WILL BE RECORDED.
4. STORMWATER WILL BE COLLECTED AND TREATED IN
ACCORDANCE WITH ALL STATE AND CITY OF SOUTHPORT
REQUIREMENTS.
5. STORMWATER COLLECTION AND TREATMENT SYSTEM WILL
BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S
ASSOCIATION.
6. WATER AND SEWER SERVICE TO BE PUBLIC BY CITY OF
SOUTHPORT.
7. A 19 BLANKET UTILITY EASEMENT WILL BE PLACED ALONG
ALL FRONT LOT LINES AND A V BLANKET EASEMENT WILL BE
PLACED ON BOTH SIDES OF ALL SIDE LOT LINES.
8. THERE ARE NO KNOWN AREAS OF ENVIRONMENTAL
CONCERN (LAMA) WITHIN THE PROJECT AREA.
9. WETLANDS SHOWN HAVE BEEN DELINEATED BY LAND
MANAGEMENT GROUP AND SURVEYED BY -CAPE FEAR
ENGINEERING.
10. ALL OPEN AREAS WITHIN THE PROJECT LIMITS WILL BE
COMMON AREAS OWNED AND MAINTAINED BY THE
PROPERTY OWNER'S ASSOCIATION.
11. WIRE UTILITIES (ELECTRIC, TELEPHONE, COMMUNICATIONS,
ETC.) WILL BE DESIGNED BY AND INSTALLED BY INDIVIDUAL
UTILITY PROVIDERS.
12. THERE IS NO KNOWN GAS SERVICE AVAILABLE.
13. TEMPORARY TURNAROUNDS SHALL BE CONSTRUCTED
COMPACTED ABC STONE AT MINIMUM AND SHALL BE
MAINTAINED AND KEPT FREE OF VEGETATION GRO
PROPOSED W.
"4 ELEVENTH STREET
\" I MULTIFAMILY PROJECT {
40 / / I 1 �� / J " I �` o o (UNDER REVIEM
°a / / 1 WELLINGTON / CLEMMONS I f
CATHERINE EMIR f i MICHAEL &
WELLINGTON JOHN / I ALFREDA C I CLEMMONS MARJORIE FAULMAttNN KEVIN ETUX ESTHER MAMBO ELEANOR B ETVIR
O � CLEMMONS PAUL DAVIS VIRGIE MAE (LT) �
BOGEN MICHAEL R & ERIK D � � QQ" / / i D.B. 591, PG. 01 / Ill 3865. PG. 441 PENDER & MICHAEL CLEMMONS f D.B. 3440 PG. 381 � MAMBO MICHAEL /
EDWARDS � / DPID:237CA009 / f I � / � �f� �-. -. - ---.-.-.-
/ / PID:237CA00901D.B. 496 PG. 59B D.B. 386, PG. 438 P.B. 79, PG. 81 � i3.8. 3451, PG. 1243 �- -
Ill 515, PG, 887 / / GV / / i / PID:237CA010 I PID:237CA011 I PID:237CA012 � PID:237CA013 � � PID:221 MA004
PID-.237CA00602 / z � --J L------ _-----------L- _ __ _ 1_ _------------�-_ - _�_ /__
/ - - ----_ _ _ J q � - -- BIM= �-•. - ....
-OE - -�_- C]E - - --- SSO - -SS E - - - TSSOE - - -- �s - - -SS
\ / ��
�- - - - T - - --- - � WEST ELEVENTH ST. i� - - - Open -' - - Open
I I 4.135 SF rr 6,90 SF � I
TYLER GLADYS DENISF rJ/} i
Ill 1194, PG. 454 / / / I I -f --- -153.7 e <v
/ PID:237DF00703 // // / I I 1�VEARREN EARNEST6 15' is
9,606 SF ti ti°�
,� 1 ET /
LEROY 6,295 SF BACK 4$
D.B. 430, PG. 1 BACK I +--- - �ti� I sFT ILL THADDEUS TYRON JR ETUX
STEPHENS J LYNWOOD / / � I PfD:237DF008 eqC HILL PAMELA
D.B. 1725, PG. 882 / / 3 � D,B. 2473, PG. 796
o / PID:237DF00702 / DAVIS MARY LOUISE W / I - - - - 6,747 SF I III :2 rl aaa tI
� / / ETVIR / I I � 47
I / / DAVIS FREDE=RICK
D.B. 591, PG. 259/1D, 44 SF
1 / PID:237DF007 / NICCLAIN JUDY GORDON
D.B_ 59'4, PG. 639
_ u �
f5s.237DFOO502
ANKINS HAROLp PI3:
14 D.B. 719, PG. 1096,474 SF PID:237DF00504 4' y
� f
6,226 SF °4
/ I / 10,107 SF / ! CLEMMONS MARJORIE ETALS
f /f D.B. 3336, PG. 440 _ I
/
PROPERTY BOUNDARY (TYP} � �''S' Q �4,g Q PI0:237DF00506
(SEE SHEET VF100 FOR CALLS) 7,720 SF ,p do,
ra' � 5
6,803 SF UNNAMED TRIBUTARY
/ TOP OF BANK (TYP) 9,489 SF
/ 7,241 SF
f I ,y / a� •P.�s°, 11 ^rye Id
e/ fJ ��C�oG1 \ 6,794 SF/ ` \ O 7,152 SFg, _
ISOLATED / �o ' � / 10 ¢� � �O� \ 44 � / � HA D.B. 238KINS �PG 117
HOMAS
WETLAND TO'�j�'6t . CROSSWALK a 'SSa o ,,ry`g- \ ry / o
/ /�,p � _ I='If1;237DF004Q1 �
BE FILLED I y gyp) '^ 6,781 SF \ /\
(PERMITTING \
BY OTHERS)
17
TURNAROUNDS SHALL REMAIN L)ll I E UNTIL A WAY /
CONNECTION TO NINTH STREET IS CONSTRUCT ND
OPEN FOR USE TO EMERGENCY VEHICLES.
O,Lin
<7,958 SF /
HANKINS HG. OLD
-05
D.B. 610. PG. v05 �
\ _
PIC7;237f3F01408
\ sF% COTTAGE CREEK
/ \ 9,233 Sill `7JO'!f TOP OF BANK (TYP)
° / a • �' J
N� RAY MINI=%1 A
�V S \ / CARMELLIA
/ t D.B. 1232: PG. 509 �.
PID:237DF0 i40 \ `
12,762 SF
HANKINS WALTER L
`\ & F IANKINS \
D.B.476; PG,, 709
D.B.709
P€L3:237DFO.1406
\\
C.J. MILLER � � / ?�\ \ < °. ,�, / 6,297 SF / f
f/ t
D144, PG. 123 u���o
TITLE DISCREPANCY 00�\sF I-
0. 6,575 SF
6,360 SF 00
\
-01
26
6.360 SF
STORMWATER
MAIL KIOSK '?°,� POND #1 JA
TREATMENT
\ / / HANKINS IVIES S N /�
\ fl, S� w / % ETALS / '1
\ \ � / \ . 17 8,612 SF a a' 25 7,889 SF ` s?O� 7049 SF / D.13.476, PG. 729 / FAGS ALNETA H `
/ o /� N / PID:237DF01404 0.s, 486, PC. 350 ,!
STANLEY VONICE M AND 4 PID:237DI 014a5
STANLEY JOSEPH €C \ \ ! f ,/ � � / ,. T\9S'S.01
D.B. 706• PG. 97 '• ?°
PID:237CA002 ` � \ r`17 / '?�j, / / 1
34
Qs�, 1� 6,840 SF
\ 18\ 0" TYP. / ti0 BELLAMY MICA tAEL E
/ \ f
. \ \ ry ', �__ D.B. 9032, PG. 327
WELLINGTON CATHERINE 10,615 SF �� B $> \ ' 6,359 SF ry� / f \ / 1 / /� \ PID:237DF01403.01
WILLIAMS 71
E3.8.451, PG. 396 /
O PID:237CA004 \ 19 s? \ / 6,360 SF HANK€IL€S HAEi4L[l / 1 \ \ o
fl ~ 10,4440 / w s30• �� ry r \ D_B. 1392, PG. e4a / 1 CITY O} \ ` SITE DATA
s"?7 PID:237DFOO 01 / 1 SOUTHPORT BELLAMY I��€CHAFE E
N D.B. 847, PG. 213 D.B. 1032, PG. 327
PID-.237DF01401 P.B. 91, PG. 66 ZONING: R10
3N?, 3i / / 1 \ TRACT 2
\J 9,455 SF ya °, \ / I PID.23711l
0, s711 Sill f / �\ TOTAL LOTS PROPOSED: 49
z �m /�,/ 1 AVERAGE LOT SIZE: 7,813 SF
APPROX. TOTAL AREA: 15.0 ACRES
z `�' -�..� 9,72s SF 's8• SFof PROPERTY BOUNDARY (TYP) OPEN SPACE READ.
@7,7N
(SEE SHEET CD101 FOR CALLS)D It
\ --
o `8,290 SF
23
U BALLS HEAD ISLAND LTD LLC 8,3s0 SF `•\ / � '�" / /
- \� �/ � 24 COX VIRGIN€A C
D.B. 3299, PG. 1005 / N 39 / D.B. 311 PG. 421 /\
~ - P.B. 36, PG. 486 / 11,599 SF r ���, / P.B. 31, PG. 437 / emu✓
PI0:2370000401 - ! , 8 SF `` f t f TRACTS A&B
,\ / s �" . ~t r �' - { / PID:237DF012I11U.
/
I \ I 7,172 SF
oJ` 40 / AMERICAN LEGION POST
213
j J f ' ` cr / / D.B. 166. PG_ 590 /
PID:237DF012
_Opn Open
e
18 SF OQ, 1,482 SF / /2
EXISTING DIRT ROAD TO REMAIN
OPERATIONAL FOR ACCESS UNTIL FINAL
O 1 1 DEDICATION OF CONSTRUCTED \ TEMPORARY
T f
! ! �f ROADWAYS TO THE CITY OF SOUTHPORT \ S / TURNAROUND (TYP)
r ` 1 r \ \ \ R21l TYP.
\ \ / POTENTIAL FUTURE ROADWAY - ---- ---_ - - __ /
�� EXTENSION FOR CONNECTION
^ --
TO WEST NINTH STREET
T /�
BALD HEAD Ao f ISLANDLTD/v
BALD ° C f � �� \ � �� \ • � - � � WEST N I NTH ST.
ISLAND LTD LLC / D.B. 3299, PG, 1005 f `` •� `�. \ \ \'/' c
i 1 13299, PG. / P.B. 36. PG, 235 1 NEAL JOHN 1N 1 �?i �� \ �\ `• i
1005 / LOT 1 / D.B. 291, PG. 788
4 ! f I P,B. 361 PG. 235 I PID,237FDOO1 ! P.B. 11 PG, 127 O BALD H \ \ .�� ^ -
i ' LOT 2 PID:2370000402 ISLAND LTD L C \
PID:237f=0002 f f I D.B. 3299, PG.
1005
P.B, 36, PG. 233 :.
37 6` -°. � 6,763 SF6,750 SF
\ SS 8 CULVERT AT ROAD CROSSING `
15 ��' / s, °• / Q / (PERMITTING BY OTHERS) O
h� 6,734 SF Open
30 \ �O o M1 ,� 18.611 SF
8,144 Sill
/ 0, 8,170 SF
/ S ` °, 6
6,360 SF /
6F 117.2
,981 S'
Ro , \ 31
28 \ / o 6,611 SF S
rJ. 6,360 SF .01 '� 32
/ 3y'
15% TOTAL AREA
1:1 PER LOT < 10,000 SF
APPROX. OPEN SPACE PROVIDED
CONTIGUOUS OPEN SPACE REQD.
CONTIGUOUS OPEN SPACE PROVIDED
EXISTING LAND USE:
PROPOSED USE:
2.25 ACRES
2.46 ACRES
2.50 ACRES
2.46 ACRES/2=1.23 ACRES
1.67 ACRES
VACANT AND WOODED
SINGLE FAMILY HOUSING
.• 1 .f 1i
Ir �Mill1=1_
NOTES:
1. SUBDIVIDER IS THE OWNER WITH SURVEY
AND MAPPING SERVICES PROVIDED BY
CAPE FEAR ENGINEERING, INC.
2. LANDSCAPE PLANS TO BE PROVIDED TO
THE TOWN OF SURF CITY UPON HIRE OF
LANDSCAPE ARCHITECT AT A LATER DATE.
3. LANDPLANNING PERFORMED BY CAPE
FEAR ENGINEERING, INC.
ISSUED FOR
CONSTRUCTION
kk ARO
c'
SEAL t --
a €
(4 i
i
ti
®'rf¢ttsstfi�ei�►o `O �e
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: 1 INCH = 60 FEET
DATE: MARCH 2O19
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
OVERALL SITE PLAN
PROJECT NUMBER SHEET NUMBER
440-021 CS 101
-- ._ .._ -• ._-. _._ --Y r •'T'i•...4'. .�.. r. ...'.Y 1: l :} , ,.. l:� ,A._ {' !.7 r p.�t�{/�.�AI'}}i',:i'•.,vf`l4 1.�.'L.�
� ,

y z
� sa
VICINITY MAP
PROJECT v� j'
NOT TO SCALE
LOCATION
�
YI•
G�E.SS-
W •gR0`� g�.
w• rST.
9
T'
SOUMPORT
NOTES:
SEE SHEET CS100 FOR ADDITIONAL NOTES.
LOT IMPERVIOUS ALLOCATION 4.5K
DRAINAGE AREA I•
ISSUED FOR
REGULATORY REVIEW
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILM 1 NGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 44"21
SCALE: 1 INCH = 60 FEET
DATE., MARCH 2O19
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
DRAINAGE AREAS AND
IMPERVIOUS ALLOCATIONS
PROJECT NUMBER SHEET NUMBER
440-021 CG 100
, 2� '1 , 117n�1 1 1 �5 ."i 5, S 1 i ,•• 1� r �, }-f ' 1 { 1 i-,� is ,1 1
rr �
� ,�,t i I i t'f: .y.'�,1 1 1 � r. 1' 1 /.f, jS Yrsw ��i � t•�.ti �! tj��l�j' s t�{Stf 5,��t°.! s
, . ! t - � R t..l � . � E .... . _ t ? r ' -.... - . .. - � _ _. .r.^ ? t ... ... tr.h es., ..�. � JC.•k . s .. .. .... ^ �•'�

Q
Ui
L
w
VICINITY MAP
NOT To SCALE
NOTES:
SEE SHEET CS100 FOR ADDITIONAL NOTES.
ISSUED FOR
CONSTRUCTION
n1A1AIC0►r1C\►CI f%MM:M
HOOSIER DADDY, LLC
6025 TARI N ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belvitle, NC; 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
4
NUMBER: 40-021
SCALE: 1 INCH = 60 FEET
DATE: MARCH 2O19
TRACKING :
HQQSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMDRAIN PLAN
PROJECT NUMBER SHEET NUMBER
440-021 CG 101

.. &„+',�.-__._k_4.L_I.S.__�_�ui.'_4i_3�'i_:_i.����_ _.T._ +--` - -� „. �...� -c dd.'1'...Y:i.11.1.�a�.ia"i..•:_i_{_ :c'._��.��i— -- - -- ..
NOTES:
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR
CONSTRUCTION
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: 1 INCH = SO FEET
DATE: MARCH 2O19
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
GRADING PLAN
PROJECT NUMBER SHEET NUMBER
440--021 CG 102
j ,U' i .14 j t i � rl+ L.,i�r•i.�. alit � rl � .,. + . ;7. - r� .r�.. , v ; s ,r , r a r,t•, r+.� :"alr.ry *rn.r7 r� Itrt+. ter +rr{••I Wi -r,
- .F.. - r ,'i ,!, 1' r r' ` j i ,. 1°y' .:r �• � F �+r;' a �i .t.

w
TOP OF EMBANKMENT =15.0-
r-.,.,—'r'�--1 MlMT ,--�i.---'{'
NOTES:
— —TEMPORARY POOL 13.55'—10'min. — — — — — — TEMPORARY POOL 13.55'— — —
--3r --• -- — — -- ------
NORMAL POOL=9.50' _ _ NORMAL POOL=9.50' —
Ilyl �; ,._..,....._--' TOPFOREBAY=9.0'-------�,�......---_...--.....,-----'-'.—------ 1 -
i 13 !I T
1
FOREBAY r> - MAIN POOL
SEDIMENT CLEA14OUT = 5.0' SEDIMENT CLEANOUT = 2.0' _ _ _
BOTTOM EL = 4,0 - .. — BOTTOM EL =1.9 —
POND SECTION
NOT TO SCALE
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDEQ/LQS S&E PERMIT,
2.ORIFICEISKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UNTIL SITE IS STABLE
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL)
4.0" SKIMMER W/ 3.2" 0 ORIFICE
6" PVC SCREW
TYPE PLUG
6" PVC TEE
Sz NWL EL. 9.50'
1
6" PVC CAP WITH ,
2.0" HOLE DRILLED
1 �<\//�
8" MIN
STONE
BEDDING
POND BOTTOM
EL. 1.0'
TOP BERM
EL. 15.0'
3
1�
FABRICATED GRATE TOP
BOTLED TO BOX. ELV = 13.55'
e
-_r _�a_-_ —f !
I. I
(2) 1$" HDPE
12" .J' 6" OUTLET PIPE
MN
1NV R'i
4 x6p P�1fC STtiB13ED< g ; •' (` \ \�\ .
rb INTD BOX,. a.. � � ENDED BASE
$" MN
STONE
BEDDING
SECTION VIEW
OUTLET STRUCTURE #300
NOT TO SCALE
6" PVC STUB
LE = 9.50'
18" HDPE
LE = 9.25'
TOP OF EMBANKMENT =15.0'
II t t I i t
— — — — EMERGENCY SPILLWAY-13.75!
RIM = 13.55'
---'• 8'X8' CONCRETE BOX
PRE —CAST OR BUILT IN PLACE
12" EXTENDED BASE
- 2.0" DRAWDOWN
ORIFICE
FRONT VIEW
WETLANDS VEGETATION NOTE. -
THE VEGETATED SHELF SHALL BE PLANTED INI THA MINIMUM OF THREE
DIVERSE 11 ANp SPECIES A MINIMUM OF 50 PLANTS PER 200 SF of
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24` TO 3r ON CENTER AND SHOULD YIELD FULL COVERAGE IN 12 YEARS.
THE FOLLOWWG SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE I" VEGETATED SHELF:
PLANTS SUITED FOR SHELF THATS UNDERWATER
- SAGITTAR(A LANCIFOLA (BULL TONGUE)
-SAGITTARIA LATIFOLIA (DUCKPO►ATO)
- SAURURUS CERNUUS (L04RDTAIL)
PLANTS SUITED FOR SHELF THATS ABOVE WATER
ASCLEPIAS 1NCARNATA (SWAMP MILKWEED)
CAREY TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURTLEHEW)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAYBE SUBSTITUTED. SEE CHAPTER C.3 (TABLE 3) OF THE417STATt; STORMWATER
BMP MANUAL FOR LIST OFOTHER RECOMMENDED WETLAND PLANTS
20 0 20 40
ING Mai
TION 1 INCH = 20
1URS
12" THICK RIP -RAP WIFASRIC UNDER.
43.75 FT TOP OF EMBANKMENT
GEOTEXTILE FABRIC ELEVATION = 15.17
\' \\/\/\/ 40 FT\// /
/\\/\\x TOP OF RIP -RAP
ELEV. = 13.75'
EMERGENCY SPILLWAY
NOT TO SCALE
VARIES IV
(2)18' HDPE
3:1 MAX
TOP OF EMIBANKMENT =15.0'
,
RiM = •li r>;'
=L =,Q,5' (MIDDUi SHELFI
BOTTOM OF 6.1 SHELF 119.0'
IE= 9.25' SEDIMENT EL= 2.00
BOTTOM Eli 1.00'
si
WIDE
6:1 SHELF
EMBANKMENT SECTION
NOT TO SCALE
8'- 0„w.
im
PLAN VIEW
SQUJ
Q
6" 6'
6`- o• i T R-0'
TOP TRASH RACK DETAIL
WELDED FABRICATED
,K WISQUARE OPENINGS
PROJECT
LOCATION
1
VICINITY MAP
NOT TO SCALE
NOTES:
SEE SHEET CS101 AND CG103 FOR ADDITIONAL
NOTES -
ISSUED FOR
CANSTRUC110N
,6 �0
r •
SEAL
04698
r ee.tt �
O��d ~.wM1 VG•.•• • q0�'R.
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TART N ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENG IN. EER I
151 Poole Rd.,Suite 100; Belviile, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER:
440-021
SCALE: AS SHOWN
DATE: MARCH 2O19
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMWATER POND #1
DETAILS
PROJECT NUMBER SHEET NUMBER
440-021 CG401
-- - -- T,r i�� Orr `r ;c F t `Tf .• ,i. r.f►'-jrl—f� �; t=''it i �jr
f Y1

_I _Z—''i'.'.,,.r' -e. .''i [ �' —_S--! L 1V4
2" S 9.513 ASPHALT
8" ABC STONE
TOP 12" OF SUBGRADE TO BE
COMPACTED TO 95% DRY DENSITY,
STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
.NOT TO SCALE
PAVEMENT INTERFACE
LAJOINT
CATED
OM
S
711/ \ I.+
5' MIN
CONCRETE DRIVEWAY
(SEE CONCRETE PAVEMENT DETAIL)
c
4"
—�F-
' "a
- 6" COMPACTED BASE
COURSE (ABC OR GCA)
APPROVED SUBGRADE
DRIVEWAY -ROADWAY INTERFACE
NOT TO SCALE
91f 911
itA
- Q
a -
4;
44
CATCH SECTION
18-INCH ROLL CURB & GUTTER
NOT TO SCALE
a
DETECTABLE
WARNING DEVICE
AOO
CURB WIPEDOWN
''' "I� IF CURB HEIGHT "A" IS 6", THEN -
I
.. 4.7.2.1 - AT 1:10 MAXIMUM SLOPE, SIDE FLARE
IS 60" MINIMUM.
4.7.2.2 - AT 1:12 MAXIMUM SLOPE, SIDE FLARE "B"
IS 72" MINIMUM
ISOMETRIC VIEW
HANDICAPPED RAMP DETAIL
NOT TO SCALE
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION
SHALL BE OF A RIGID PRECAST OR EMBEDDED PRODUCT APPROVED
BY THE TOWN OF LELAND.
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4
FEET AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET
REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A
CURB RADIUS. -
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE
GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT
WHEELS TO ROLL BETWEEN DOMES.
6. DETECTABLE WARNING AREA SHALL BE COLORED IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARDS.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST
FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN
CONCRETE TO ELIMINATE TRIP HAZARD.
TO" -1 —
CURB WIPEDOWN
NOT TO SCALE
4'-0" MIN. (VARIES WITH WIDTH OF SIDEWALK)
PLAN VIEW
(1.6" TO 2.4")
SPACING
DETECTABLE WARNING DEVICE
NOT TO SCALE
SCORING @
V INTERVALS,
3/8" x 3/8"
3,000 PSI CONCRETE 1/2" EXP. JOINT @ 24'
SIDEWALK, BROOM FINISH, INTERVALS TYP. &
SLOPE 1/4" /FOOT AT ALL RADII
IN DIRECTION OF DRAINAGE INTERSECTIONS
COMPACTED
SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
(1.6" TO 2A")
4
N
0.4"
0.911
o , 1/8" R
• p
CONTRACTION JOINT (CJ)
MA
►EALER
- PREFORMED
EXPANSION JOINT
EXPANSION JOINT (EJ) FILLER
TYPICAL CONCRETE WALK JOINTS
NOT TO SCALE
Z
�L
VICINITY MAP
PROJECT HOT TO SCALE
LOCATION
O�SS1 c'
ti
w ST Sr. w. `
SOUTHPORT '�'�• W• s�-
MARINA
NOTES.
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
L
ISSUED FOR
CONSTRUCTION
��� �SA 0�i'-e
d
r .
R 7
SEAL
04698 i
r
I� h�,,,..•' doe
kN %%%
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-021
SCALE: NOT TO SCALE
DATE: MARCH 2O19
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
SITE DETAILS
_ k �. I i — .11 t• r -r 75 T
Yt i � i •, �t 1t ff 5 �o s. r.N sr 1� �, .��r la. ..1 ' �el i ��'i1s s � 1-r{�F ��54 f, itt�ly�i t�t'�;
. a � � I e: e1 ti I r •1 t s s � ,' - 1 r , t, _ S-t, tt 1 1,
i rt � i � `� r �-r � si •i• i r �;, r I i i
PROJECT NUMBER SHEET NUMBER
440-021 D-501

U-
ca
TRAFFIC RATED
GRATE AND HOOD
TRANSITION FROM ROLL
STYLE CURB TO STANDARD
CURB AT INLETS (TYP)
STANDARD CURB
(CATCH SECTION)
TRAFr M A T1rm
US FOUNE
ANCHOR. FRAME
INTO PRE -CAST
STRUCTURE
STRUCTURE
STEPS
NOTES:
1. PRE -CAST BOX DIMENSIONS TO BE DETERMINED BY BOX
MANUFACTURER BASED ON CONNECTED PIPE SIZES
2, ALL CATCH BASINS TO MEET N.C.D.O.T SPECIFICATIONS
2AFFIC RATED MANHOLE FRAME AND
)VER
kNCHOR FRAME
NTO PRE -CAST
STRUCTURE .
STORMDRAIN CATCH BASIN
12" THROUGH 60" PIPE
NOT TO SCALE
NON -PAVED AREAS ­11PAVED AREAS
[ FINISHED GROUND OR
[ Z/"- PAVEMENT
FINAL
kCKFILL
/<\I:z-z \
.... .. ...........
INITIAL . \
BACKFILL
SPRING LINE �i\ '.'.'..'.' _....
PRE -CAST
RISER
SECTION PRE -CAST TOP SECTION FOR
STORMDRAIN JUNCTION BOXES
PRE -CAST
BASE
SECTION
PIPE DIA "D"
MAXIMUM
.FDII
6" TO 1511
8"
1611TO21"
10"
24" TO 301t
12"
33" TO 42"
15"
48" & LARGER
18"
_IZFtJ ftr.]
HAUN RING %\ STONE OR REGULAR
FILL
6" NCDOT #57 STONE
TAMP WELL UNDER BOTTOM
HALF OF PIPE f` ///.� f��/,�// 6" MINIMUM SIDE
CLEARANCE (SEE TABLE
FOR MAXIMUM)
O.D. OF PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
STORMDRAIN PIPE BEDDING
NOT TO SCALE
o m GENERAL NOTES: a
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: �
C • [CLR.t
. 840.04, 840.05, 840.14 840 15 W. 8
�„" Z , , 31, 40..32,, 840.34,
GFi O rr B840:35, 840.38 AND 840.41 MiN. "INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE mo 'V
mCLR.(TYP) u--in �--�Z SECTION VIEW WITH NCDOT STANDARD SPECIFICATION SECTION 840.d�N. * USE 4000 PSI M.INIIILIM COMPREB$IYE STRRENGTH CONCRETE.TIP)OPTI.ONALJOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185i!� C 4x4 W4xW4acp
WELDED MIRE FABRIC (W%F).Z ��WWF (LAP #5 REBARS 0 12" * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15.'-O". O W
n %WWF S" ON CENTERS {HORIZ. # 82BE704� HOLES OR PINS IN ACCORDANCE WITH .OSHA STANDARD QON
> TO F'ASRIC) "..�
(USE WITH ORIENT STRUCTURES 80 THAT CORNERS WILL NOT BE CUT OR MODIFIED
4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. a
QRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. , W G
TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE 0
1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT *� PRQVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON .CENTERS IN ACCORDANCE WITH STO. NO, 840.66.
6u "L, OR fit° g" * WELDED WIRE FABRIC MAY BE SUBBTTTUTER FOR RERAR IF
m
Z
v�G)
H _
ISO
--!
MI#.
MIN.
THE SAME THIN. AREA .OF STEEL IS PROVIDED.
* SEAL .JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
VILA
STANDARD SPECIFICATIONS.
#4 REBARS 0
W.vi
* LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
#4 RERARS 0
6" CENTERS
=
TO 8°-D" X of -till.
1
6" CENTERS
EACH WAY
x
F
* THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
LL
W
EACH WAY
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
CELOCANTER T IiRD
TYPICAL PRECAST
IS GREATER.
* ROUND MANHOLE MAY BE USED I[il LIEU OF SQUARE PROVIDED 2 EXTRA
z
z
W
C%"
OF WALL
RISER SECTION
#5'8 ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
d, �
OWG. 840.34 FOR MANHOLE INSTALLATION.
M PRECAST RISER PLAN N
� 2 #5 BARS EACH SIDE G
$ OF OPENING FULL SPAN z ..4
W v 1" MIN. CLEAR MI L ill MIN.
- `L' OR 'W f 2 WALL3 'r )MIN. C.LR . N M
C m � � STEPS z
rn O ; as #4 KEBABS aoT:4X4 W4xW4 aLAI
• . .,• S CENTERS WP (LAP iiiRlilF ' C5ca
" ONTO FABRIC) co ;• :.:��. a~: #'; uu
�
2 #5 BARS @
..
- - - - - -
OPENING 1"
#B REBARS 12" 4
�;
CLEAR (SEE NOTES)
CENTERS
LOCATE OPENING
AS REQUIRED
TYPICAL SECTION
•� :.r • ; .:• -.. .:
(SEE NOTE:) $;, '�
TOP SLAB
TYPICAL SECTION
101
of 1
MIN-. PLAN TOP SLAB MxN.
OF BASE UNIT
46
TRAFFIC BEARING PRE -CAST DRAINAGE STRUCTURE
NOT TO SCALE
v
�m
C ;"t
ca ANCHOR
1-4 Z -4: a GRATE AND FRAME GRATE AND FRAME -'••'
=ovm
r
Z.�; 71
1 -n CONCRETE
BRICK WALL ,t
_za MASONRY —
WALL
�..
Na
BRICK MASONRY
CONSTRUCTION
ANCHOR
GRATE AND FRAME—t
1
CONCRETE
CONSTRUCTION
DETAIL SHOWING ANCHORAGE OF
Z .
4�
THREADED
M�
N
ANCHOR
Q c�
-1" DIA.
coca=�
w
-APPROVED
�-vgcoo
1=PoxY
w Lu
f-
� U. 1-4
PRECAST 0 o N W
CONCRETE
WALL >
CL
00
PRECAST CONCRETE
CONSTRUCTION
to
FRAME
FOR GRATED DROP INLET
z
Z
t7
=
Co
NOTE:
PRECAST
z
Q
=
CONSTRUCT GRATED DROP
INLET
TO COINCIDE WITH
NORMAL
CONCRETE
CA
OR SUPERELEVATED SHOULDER OR
PAVEMENT SLOPE.
CONSTRUCTION
m
CONCRETE.
CONSTRUCTION
m
C)
p
M
►r DIA.
►,
,r
BRICK MASONRY
C
DIA.
°D
10a
o
DIA.
DIA.,
0
mYr
m
10'r
2"
^.1
m
MASONRY ANCHOR
CONCRETE ANCHOR
PRECAST
FRAME AND GRATE INSTALLATION
if DIA. BOLT WITH PLATE
�"
DIA. BENT BAR
CONCRETE ANCHOR
FOR NORMAL CROWN AND
4t" DIA. BENT BAR
SUPERELEVATED SECTIONS
ANCHORAGE FOR FRAME AND GRATE
NOT TO SCALE
w
UCO w
Z � �
� U
2E�Lcc
o W w
w lux,
co
Z � Y
W �
f�
cc
Co.
MEET 1 OF 1
840.25
i
9�
PROJECT
LOCATION
VICINITY MAP
NOT TO S(;Ai.E
OvEgg SS. Z N
5c
UUv* s,
S- 9
W. WESrST• rp.t
SOUTHPORT
MARTMA
ISSUED FOR
CON3TRUC110N
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TAR I N ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPS' FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belviile, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
4
NUMBER: 40-021
SCALE: NOT TO SCALE
DATE: MARCH 2O19
TRACKING :
HOOSIER DADDY, LLC
W. ELEVENTH ST. SINGLE FAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMDRAIN DETAILS
7 15 S _' I a � 1'. ! 4 i _ - ! f Itl �r �1 •
I,' _ l n- r r e . s. �:/ , ( '!t', ! �'s 1 -1 rl •r. s .� iuS '1 ��1:i '�i 3 lip-• •�"' '1: it� �, �'.
,, ��,' :,:1• r`I, �,�' t . ,; f l I r is + .,, ;r . ; ;
PROJECT NUMBER SHEET NUMBER
440-021 D-505