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ADA AMERICAN DISABILITY ACTtgo _ ,,
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ESMT. EASEMENT • �� r� =4� CS101 ROAD A STA: 10+00 TO 16+59
EX. EXISTING • • • • ••• t"
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FH FIRE HYDRANT • f* • 2C. Lam, tit,
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FM FORCEMAIN • • • •
GV GATE VALVE AND BOX : • • ��: , , CG100 STORMDRAIN PLAN
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PHONE: [phone] 151 Poole Rd Suite 100; Belville NC, 28451 .„..,.„....„,,,,„,,,,„,,,,,,,7,'1',.
TEL 91 Cl 38�3-10g4� FAX 91 j 383 1 Q45 ISSUED FOR
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N.C. LICENSE # C-1 621

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CIVIL GENERAL NOTES: : t *1
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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
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EX. STORMDRAIN ............._.._ _.._.. ....-.,. ,.,,�,
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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: [phone]
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 [phone] 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 [phone]; FAX [phone]
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
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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 ' — -- - - !
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PAGE 44, MAP BOOK G PAGE 84, OR AS NOTED HEREON. - ',.'
11.010'wlii101
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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
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3. ADJOINING PROPERTY OWNERS BASED ON INFORMATION FOUND IN THE BRUNSWICK COUNTY GIS SYSTEM OFFICE.
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4.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES,
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4. .. . . „ .
• • . -IAN 6" ci 2., ,,,,,_1(1.

PROTECTED TREE WITH CRITICAL ROOT ZC
(SEE SHEET TP1 01 FOR ADDITIONAL DETAI
(T
SOUTHPORT
GREEN
AP7TMENTS
W. 12TH STREET
PICKERRELL DRIVE
MF ZONING
E
W,ULTIPAWLY F 'ESIDENTIAL US
50,UTHPORT GREEN ASSOCiATFS ....... 0
PO BOX 87509 i
FAY 6T TEVfLLE, NC 28304 c:)
t
woo
PROJECT BOUNDARY (TYP)
SEE SHEET VF1 00 FOR
BOUNDARY CALLS
c:_1
LL"
4'TALL
ORNAMENTAL
FENCING
ISO .-'3
00
256
34 UJ
0
n29 Q U3O6 i
10'?
C'
C`i@)
OF04 1\014 30.9
(Typ)
r000
42.0'
—Flo m
Il
mg
.'n
WE - LANDS
(TYP)
Q o p CURB TA R
3U.0
RIO 'Y (Twyy
-D, j
'ENITiAL USE -;A-- - I-\- I uj
RESt� I — �1 - I . 1 31.6' (TYP) I
fj_ - 7777777/
tcna 07 03 0:D
S
J
01
24TYP/ z
� !wi
rQ rQ
>
TOP OF BANK
_n c 24.0' N, 23.8!
R
14 10
24.0'
4
(TYP)
BACK
RETAINING WALL -own
///A////A/// A/
�IDESIGN BY OTHERS} _4T . . . . . . . . . . . .
50' 41.
R10 ZONIP
c)
PERVIOUS RES01ENTIAL US
E
i4 SETBACK 3FET Yl.
'
P.0 BOX 16560
GREENSBORO, NC �7416
4 R NQ
111 1 __
ST, RESIDENTIA; IJISE
F-I 0 Z
S)DEN'TiAL USE FARBER SYDELLE ETALS
S cn VACANT RELEnE TEPRY L. 14005 I-,ICEHOL!
M TX 775�34 PEARLAlf"D.
0. H- ZONING p'0 1130y, 165160
VACANT
E -h -27,116 01 /1 1 � / @ , �­' , GPlmr,, 14� 30R0, W,
p i 0 Z-0 IN "N U5E AS ACCm_ k
T0 1AIE-GIERIN,
9,1 RESIDENTIA1 USE
'7
""'K RtCHAR-0, FRI�111�,1­111 ADJACENT
3r-,,,8 %�V. 11-,74 S T H ► PRc"PEr"n-y
S R 10 ZON I IN G
(TYPE3(X1T1,IP0f7-1 ILJC 28461 (Dt, pl'j"El_
•
CANtq E RS I i i P
VACANT
F1,E Nff:A LISE
LEE TERI'RY I
RIO 70'NjNG
ED
.. 16,
/ Q £L �' N 1 0 p
202 �:_' , A EXISTING
DISPUT
lox '(6560
RESIDENTIAL USE
OWNERSHIP
G P E E NIS,`, 0P 0, N C 2741 G CLtkPD1E JEA.NETT-E HOUSE
4z*
1 "05 N, CASWEELLAVE
all- . . . . . . . . . . . .
I HP(;RT, N(,28-161
625,
A
RN
-U-S USE -60
. . ... EXISTING
201 HOUSE RIOZONIING
Alt- IT.RRY L.
A 60, Typ/C I I
RESIDEN'NAL USE
R, P'D Box !6560
(VACAN, 1 _0.
All_ 0
GREEINS'530t',O, NC 2j416
LFE TERRY
al VACANT
PO BOX
Ev 4 GREENSBORO, NG 21416
ACK
Rill, 70111!il`4(31
VACANT
RESIDENTIAL USE RI 0 Z,,) N !,'I I G
USE
�F' Ry ER
RE 14TIAL,
G 0RE
�jx 16"
Cj P_ A NINI F E R 0
L I I A tv! J 0 _E' 0
W GREENSBGPO, NIC 274 1
r'f
_n
SOUTHPORT,CASWELL N(' 2a4e I
HOU SE
>
0 M
Now On-om"m
_j
X
. . . . . . . . . . . .
7,
___ss ,.is --ss
TREE TO BE PRESERVED OR REPLACED
(SEE SHEET TP101 FOR ADDITIONAL DETAILS) _V1, ELEVENTH S
(TYP)
CURB TAPER
(TYP)
---OE - - -----
u)
R-il)- ZONIN(3
-10 ZONING R I
30 0 30 60
6m mi
I INCH= 30 FEET
NOTE:
TREE OUTLINES SHOWN ARE SYMBOLIC AND DO
NOT REPRESENT TRUE CANOPY DRIP LINES.
NOTES:
SEE THIS SHEET FOR SITE DATA TABLE AND
ADDITIONAL SITE NOTES.
ISSUED FOR
REGULATORY REVIEW
D
REVISED PER NCDEQ COMMENTS
MRH
3/19
C
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07/18
B
ISSUED FOR WATER AND SEWER
I PERMITTING
MRH
11/09/18
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10118
REV.
#
DESCRIPTION
REV.BY
DATE
OWNER/DEVELOPER
HOOSIER DADDY, LAC
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
PePROJECT
NUMBER: 440-011
SCALE: V, = 30'
DATE: JANUARY 2019
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP,
BRUNSWICK CO., SOUTHPORT, NC
PROJECT NUMBER SHEETNUMBER
440-011 CS100

REET
E W-j2TH VTR
PC-------
CKERRELL DRIV
3
7OW
..on
COTTAGE CREEK CENTERLINE (TYP)
17
NCDEQ CLASSIFIED SCSw WATERS
Lu
0
COTTAGE CREEK TOP OF BANK AS
cl,
SURVEYED BY CAPE FEAR
ENGINEERING 06/19/18 (TYP)
D
10,
34
V 207
Q5 @)
y
0
'19
w
JT
­7
PROJECT BOUNDARY (TYP) _tJ \ 76, .} r
SEE SHEET VF100 FOR
BOUNDARY CALLS
3
0
0
9
Nt
(D
w
2
0
c�
9
a.
ON-SI
7777/
TE DRAINAGE AREA uj
Z 2 TOTAL 4.22 AC.
w
U4 U2
0
>
UJI,
N 2 47.5% IMPERVIOUS
4
/A
�7
/_Zzz
Lu
18
7<%
an —fall.
fm
<
01
A
5
>r 0
DRAINAGE AREA (TYP) /
VACANT
ff j23 t_A r- V AC NT
N
A -2 VACANT
<
0 / I ' , . .
Z Z •Ae 202 DISPUTED EXISTING
m1m (17)
OWNERSHIP
HOUSE--
m
OFF -SITE DRAINAGE AREA
EXISTING
HOUSE TOTAL = 1.48 AC.
JI-x _w
co
IR" I Al
/A.t
38.2% IMPERVIOUS
ot
VACANT
><
VACANT
@)
T
ARM "j_
?
X
1k,
G
-HOUSE
.. ....... .
A
FQ
_ss
a
_ss —
_U
......... .
W. ENCH ST
ELEY� --.-,---'
REET111_1­ . .....
v
f
— — — — — — — — — — —
E IV
361, RICO
30 0 30 60
I INCH= 30
NOTES:
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR
REGULATORY REVIEW
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
01/16/19
c
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07/18
B
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09/18
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10/18
REV.
#
DESCRIPTION
I
REV.BY
DATE
L
pr_%/PqInm.q
--I
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
,
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
ee PROJECT
NUMBER: 440-011
SCALE: 1"= 30*
DATE: JANUARY 2019
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP.
BRUNSWICK., SOUTHPORT, NC
DRAINAGE-AREA'_-­i��"'
2019
PROJECTNUMBER SHEET NUMBER
440-011 1 DA-1

I
LU
" r
y - V .12Th1 STREET �
L� f "P[GKERRELL DR[V�
_.
RIM 19.39 �rG?' - Yt #1068
3V
\ \ - I.E. (SE) OUT 16.94 ,,. ...-,..wA■+"""" % _.. _..._ RIM 19.67
} r �•�
} PROJECT BOUNDARY (TYP) -,ti: I.E.MI) OU
I.E. (E} IN 16.94 $ ` _. f
`y SEE SHEET VF100 FOR / J24 ..- _. _.- 3
�\ BOUNDARY CALLS
t COTTAGE CREEK CENTERLINE (TYP) ;� - .�+""�' 12" HOPE
/ t NCDEQ CLASSIFIED SC:Sw WATERS rr �► /180 LF @ 0-50% I 1
} COTTAGE CREEK TOP OF BANK AS
j SURVEYED 13Y CAPE FEAR
ENGINEERING 06/19/18 (TYP) / i"' t��''°• „ «•n Y' '
= 34
30
1
w
/ICJ w 2$
2 27 4 d CI #1oa
,► 18" HDPE RIM
10
22 LF @ 0.30% I.E. (W) OUT 16.3$
B ' " -'"�- ♦ ' s 50' IMPERVIOUS -, .►' 24 i'- �� f F I.E. (s) IN 16.3$ }
( 1<p _,,.�+r► �' BUFFER (TYP} I CI #106 \ L
*nrf f
:..
/ '" ►K + Cl #104 RIM 9 1
>1t ,�► x .► RIM 19.46 CI #105 / I.E. (SW) OUT 15.90
I.E. (SW) OUT 15.43I.E.1 i I.E. (S) IN 16,63 A-
} RIM 19.9fi
I(SW) OUT 15.6 r°� w � � •.,,,
I.E. E IN 15.90 .�.. • ,':'< �"
I.E. (NE) IN 15.43 I.E. (NE) IN 15,61 p' ,1d ' ( }
I.E (S) IN 16 \ , (NW) I { 18" HDPE _
I.E. (SE) IN 17.0a \fir i
.2s , . ,r
o e -A,
` I,1= N 16.4a
d .
9 LF @ . 0%
i
S .+ -"' �. - • w �r ° 18 HDPE { is,
Y
f � PE
0,251a
f ' 22
a d °.18"HDPE / 117 LF @ LF @ 4.50 /a , C
"?356"LHDPE °t� 3.671a _ q
ES #100
T-�'�LE 14.50
CI #109
/ q 24" H _-- , . {,r �Q �. qd _,.. RIM 20.$6
DPE / N I.E. OUT 16.
I:°•
N A � � _ 108 LF @ 0.34°ra � � -o ( )
CI # Ia7 0 DI #107A777/
44
18" HDPE ! ` RIM 19.49 04 RIM 20,35
3 l I�tir o
I.E. (N) OUT 16,74 I.E. (NW) OUT 17,12 }
i 4- e' 21 LF @ 0.30%
;' •y� ` ` CI #104A Qf, g. u? - I.E. (SE) IN 16.74 I.E.{S} iN 17,12 o
RIMLu
19.46 .� I nqj t }
x,N f ,ry ' JI3 #101 I.E. (N) OUT 16.35
\ \ f E 11 OS #301 o RIM 2a.58 } , (7 1 (ti I I i 3 ' i `u- T. l
\� \/
r� " 2- . ` o, I.E. (Wj OUT 15.06 p u
\ (SEE SHEET C DETAILS)
I ` ' -" 1 mow._
( I.E. S IN 15.06 ! % N
FOR DETAILS} ca { } j o LU I b o €
/ \ I 1IL _ (�� I.E. (NE) IN 15.06 p` j
ti ...
# - 1
\ N �t 18" HDPE - __ _ 13 w ..,._ 1(? 11 } 1Q
o. _
2 } � I
/ \ FES #300 31 LF @ 0.81°ro w 1 _ o _ .,_._ r7
RIM 16.71 - - -~ ,
-
j
I.E. (E)1N 14.50
- NDB #102A a ,a
\ lllr_ 1 ES #1a7I3 r-� _ _ k _ �r A
I .m
d
I= � d 3UJ
I.E. {1dV}OUT 15.$9 � I.E 17.75
\ \ , �{. .,1 60
..99ANBD #1990€ RIM1.E(S)1N 16.39 .+. ..
3 �._ E. {N} pUT1CI #102 RIM 19.90
RIM 19.85 E. (NW) OUT 7.49 6
1
} {
s_ V
I.E. N) OUT 15.25 12" HDPE
LE, (S) IN 16.50 ` o _
r
z, NOB #1038 / LE, (E) IN 15.25 c� 128 LF @ a.50 ra i }
RIM 18.53 o
^ M 4 tj } } 3
f I.E. (E) OUT 16.92 98" HC3PE
Q_ j Go 22 LF @ 0,35%
,
,
'12" HDPE " 1 � oQ _. """•-�t 7.p--m+.�..�.M
f VACANT 1g
f 1x� f 99 LF @ 0.35%
/�r�%
/ o t Cl #103 'A --_ 611s } f I -
/ RIM 19.71 to VACF N
I.E. (Nj OUT 16.58 a CI #103A
RIM 19.71 `'t``' - _ t G %
>�
I.E. (E) IN 16.7a ._
I } _ _ T i
y
I.E. (W) IN 16,58 °r
{ I.E. ( T 16,78
,
/ S L/'
Al-
A•a . .
.
` 1
}
VACANT
19
a O 2 DISPUTED
EXISTING
k M
OWNERSHIP Z ti 7 }
/ - f / '1 , ""•.,,., �'r'1NDB #102B
rn
_ _ 1
RIM 19.69
,
I.E. (N) OUT 16.7504
`? /
u �HOUSE
.r` EXISTING
18 I -
fff 'All 4
,
VACANT
f�IJ_ _Lfz f
20 VACANT ! -
RIM 20.30 r
,
_�u// ! sip_ / (s � 2y, _, � I E, } IN 17.25 � �- } i
21 LF @ ra - 1.02
� HOUSE s
_ __.
FES #202
_..
_
-
_ FES #200 - - -.,._. �_., SS ,.,_ _ ___ _ _ --- - - --•�_ - - � ; --_ - -
LEi
f z - -- -- -
I.E 16.50
�1-- ! j_.._._.._-..__:,,....__"__._....._..-_.-._. 5 -'_ _-_ _.-.. - _ _..-- --- -- --- .ate, ___ _,__ _ __".` „•. .... ___.. ,. .___ .,. _..._. _ l �'f
_..,_ :...-. , .....:_.__. ._.,.. r / HW#200A S
. 18" RCP � _,..� TM
.. v H W. ELEVEN
STREET;
r
f � _
_ ,,,,.-__._.. .,€� - _.._ .... �..-" i � •: "-.R.. _!y-mv't Co
U- •• ��, .-.__ _'"_ _....,.(It� ..,, __ ,...,._ ,_.,. _:_. {ef�fl .. ......, _._. ,__.,. ,--`.ij'i/'-"j _�.`-„::._"_,,..' _ _. _._. -_"... -., _._ _..,._,�.,�_____^., _.. _.....ff�.. ._.._ _.,-._..._..-...,.. ,.--_-.i�j .....,:-_..._.__ _,... .._ � _ _x......, .._ ..._,__.__-._
tj } _ M
I OE
ff
}
i= 1
,
i
c.
O-�„-.� _-��..._- .__ Jr"� ,�;-. ___-�`+..•-L. .:. __ _ . _. C)i: ,._. __, � "CiF
iP 8. M7
NOTES:
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR
REGULATORY REVIEW
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
01/16/19
C
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07/19
B
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09118
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10/18
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAFE FEAR
ENGINEERING
151 Poole Rd„Suite 100, Beluille, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N,C. LICENSE # C-1621
('PROJECT
NUMBER; 440-011
SCALE: 1" = 30'
DATE : JANUARY 2019
TRACKING
HOOSIER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP,
BRUNSWICK CO., SOUTHPORT, NC .10
STORMDRAIN PLAN
PROJECT NUMBER SHEET NUMBER
440-011 CG100

12TH STREET
U)
RELL DRIVE
,.PICKER
6' am was
PROJECT BOUNDARY (TYP)
SEE SHEET VF 100 FOR
N7
BOUNDARY CALLS
COTTAGE CREEK CENTERLINE (TYP) T
NCDEQ CLASSIFIED SC;Sw WATERS
A,
0
COTTAGE CREEK TOP OF BANK AS
A,
SURVEYED BY CAPE FEAR
ENGINEERING 06119118 (TYP) j
low
41
4 34
21
a.
(, D:3
31 0
V)
(2628 PAD ELV 21.50' r2 7)
PAD ELV 21.0
47
IX
/ J ' l.l,t..S`k, It r O 4 , ` °€ " J�._ +y� i .�,` Liu
_Za
14
-T
14 �A/777,r/777
PAD ELV 21.50'
07 O04 !�
N, -01
uj 1o 08
' PAD ELV 21.0'
:c , -184 13
/ \I� ! PAD ELV 21.25' t 7 \� a
20
uj
vj
..........
4WA -40M...-
4No
\� r 20-- - Ems;-- . , y_`
6—
<
own ws w-w
"Nommmmomumm
Now jI
7
VACANT v
VACANT
<
PAD ELV 21.50' 21-- VACANT - - _j
U10
.............
z c\r DISPUTED
K Z EXISTING
rn OWNERSHIP
4 HOUSE,-
>
m
-All PAD ELV = 21.25'
EXISTING
x HOUSE
0
T
--I VACAN
L
411
VACANT
J.
363" RCP
EXI TING
""'OUSE H
Li
cf.�.. ,� _ _ _
0
W. E .... ......
vv
Jv
W,_
001�
— — — — — — — — — — — — — — — — — — — — --
­0 ;E OE __0E
0
U)
36
R
E 8.
J4.
0
__ss _'_8S S
--OE —
3 0 0 30 60
1 INCH = 30
NOTES:
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR -1 REGULATORY REVIEW
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
—
01/16/19
c
ISSUED FOR STORMWATER
PERMITTING
MRH
01107/19
B
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09118
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10/1
REV�
#
DESCRIPTION
REV.BY
DATE E
REVISIONS
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
O'PROJECT
NUMBER: 440-011
SCALE: 111=30,
DATE: JANUARY 2019
QRACKING.,
T_
HOOSIER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP.
BRUNSWICK., SOUTHPORT, NC
GRADING PLAN,
J
FEP- 1
PROJECT NUMBER SHEET NUMBER
440-011 CGlol

t75 LF RETAINING WALL 22
(DESIGN BY OTHERS)
RIP RAP ENERGY 1�
DISSIPATER a@ 1.0%
W =.
.
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TO 36' ON CENTER AND SHOULD YIELD FULL COVERAGE IN 9 Z YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10:1 VEGETATED SHELF:
PLANTS SUITED FOR SHELF THAT'S UNDERWATER
- SAGITTARIA LANCIFOLIA (BULL TONGUE)
- SAGITTARIA LATIFOLIA (DUCK POTATO)
. SAURURUS CERNUUS (L12ARDTAIL)
PLANTS SUITED FOR SHELF THATS ABOVE WATER
ASCLEPIAS INCARNATA (SWAMP MILKWEED)
CARER TENERA (QUILL SEDGE)
CHELONE GLABRA (WHITE TURTLEHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR LIST
OF OTHER RECOMMENDED WETLANDS PLANTS.
12" THICK RIP -RAP W/FABRIC UNDER.
VAR'IFS an°
3;1 MAX
TOP OF EMBANKMENT=18.50'
6'
WIDE
6:1 SHELF
EMBANKMENT SECTION
NOT TO SCALE
29.5 FT TOP OF EMBANKMENT
GEOTEXTILE FABRIC ELEVATION = 18.6
TOP OF RIP -RAP
ELEV. = 17,75'
IX
EMERGENCY SPILLWAY
NOT TO SCALE
20 0 20 40
TOP OF EMBANKMENT =18.5'
TOP OF EMBANKMENT =18.5'
1 INCH = 20
_ — — — — —TEMPORARY POOL 1 — — —10'min.
_
_,........<..._<..........._....., ........«......... TEMPORARY POOL 17.25` — — —
�.. — — _.. — .._.. I €Ei. _ _ _ __ _ E _ _
t —EMERGENCY SPILLWAY=17.75'
7
NORMAL POOL=15.0' _ _ _
._..._ — . _
NORMAL POOL=15.0'
—�,.� . - -- ._._...._. _..,.. _._.._._...,_.._._. _.._ — _ — — — .,.._ — — ....... _... — �....._......_
._.._ .. _
€ I ? y TOP FOREBAY=14.5'
Ij - -I-
-
FOREBAY `
f-�
�111
�� MAIN POOL
I
' SED€MENT CLEANOUT 44.0' _
-'�_ __ _ _ SEDIMENT CLEANOUT -6.09 _. — -
—
1-FOOT OVER EXCAVATE
-(� BOTTOM EL =10.0
I I - — —� =
— BOTTOM EL w 5.0
#.
FOR SEDIMENT STORAGE
-1 t 1 IT-1 11-1 i t- [{ I- f I-
-I # i-! 11=III=1! 1 1 I 1-111-I
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND
POND SECTION
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
NOT TO SCALE
/—' TOP BERM
/ EL. 18.5'
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL)
3.0" SKIMMER Wl 2.5" 0 ORIFICE
6" PVC SCREW
TYPE PLUG
6" PVC TEE
Q NWL EL,15.0` T
6" PVC CAP WITH
1.76" HOLE DRILLED
8" MIN
STONE
BEDDING
POND BOTTOM
EL. 5.0'
1
SECTION VIEW
OUTLET STRUCTURE #301
NOT TO SCALE
BASE
8" MIN
STONE
BEDDING
FRONT VIEW
RIM - 17.25'
1.75" DRAWDOWN
ORIFICE
6'X6' CONCRETE BOX
PRE —CAST OR BUILT IN PLACE
`' 12" EXTENDED BASE
6"BASE
PLAN VIEW
SQU�
4
6" g"
TOP TRASH RACK DETAIL
WELDED FABRICATED
'K WISQUARE OPENINGS
ECEIVE
FEB 2 0 2019
NOTES;
SEE SHEET C-001 FOR GENERAL NOTES AND
LEGEND.
ISSUED FOR
REGULATORY REVIEW
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
01I16F19
C
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07/18
B
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09/18
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10/18
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
OWNER/DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Beiviile, NC, 28451
TEL [phone]; FAX [phone]
www,capefearengi neering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-11
SCALE: NOT TO SCALE
DATE: JANUARY 2019
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST, MULTIFAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMWATER
POND #1
DETAILS
PROJECT NUMBER SHEET NUMBER
440-11 1 CG401

ROLL CURB
AND GUTTER
TYPICAL STREET SECTION
NOT TO SCALE
OF
9'x 18'PARKI
ral
0
W
MINIMUM PERIMETER
0"11 Cr- rnAt-t/ I thIC:
.4
PAbb
174 4
4
y RESIDENCE
UNIT
ROPqSFD�
AR G RAG
k1l
DRIVI_ WAY
�IG
1 2
9'i gi
-------------------a
a----------
i
. . . . . . . . . . . . ...
NS
m
;e
TYPICAL BUILDING LAYOUT CONCEPT
NOT TO SCALE
tr
0
it
X
0
9
0
9
2" S 9.56 ASPHALT
8" ABC STONE
`�/� /��`/���/\�/�j�/���/���% COP 12" OF SUBGRADE TO BE
OMPACTED TO 95% DRY DENSITY,
STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
NOT TO SCALE
1/8" R
a
CONTRACTION JOINT tgJj
1/2"
EXPANSION JOINT (EJ)
'EALER
PREFORMED
EXPANSION JOINT
FILLER
TYPICAL CONCRETE WALK JOINTS
NOT TO SCALE
7"
PAVEMENT INTERFACE
m
EXPANSION JOINT
WHERE INDICATED
3" MIN FROM
ALL FACES
4 4
5'MIN
M
CONCRETE DRIVEWAY
(SEE CONCRETE PAVEMENT DETAIL)
Fig
6" COMPACTED BASE
COURSE (ABC OR GCA)
APPROVED SUBGRADE
DRIVEWAY -ROADWAY INTERFACE
NOT TO SCALE
9F, 91,
fJ
18"
CATCH SECTION
118-INCH ROLL CURB & GUTTER
NOT TO SCALE
3,000 PSI CONCRETE
SIDEWALK, BROOM FINISH,
SLOPE 1/4" /FOOT
IN DIRECTION OF DRAINAGE
COMPACTED
SUBGRADE
SCORING @
8'INTERVALS,
3/8" x 3/8"
1/2"EXP. JOINT @ 24'
INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
CONCRETE SIDEWALK
NOT TO SCALE
ISSUED FOR
REGULATORY REVIEW
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
01/16/19
c
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07/18
B
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09/18
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10/18
REV,
DESCRIPTION
REV,BY
RAT
REVISIONS
w
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: 440-011
SCALE: NOT TO SCALE
DATE: JANUARY 2019
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
SITE DETAILS
PROJECT NUMBER SHEET NUMBER
440-011 1 D501

LU
co
d
2i
LL
TRAFF" � A �rM
GRATE A
TRAFr'1" M A -rr- "
US FOUNE
FLOW LINE
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
kNCHOR FRAME
NTO PRE -CAST
STRUCTURE
STO R M D RA I N CATCH BASIN
12"THROUGH 60" PIPE
NOT TO SCALE
NON -PAVED AREAS - PAVED AREAS
FINAL
BACKFILL
. .:
INITIAL
BACKFILL
SPRING LINE
HAUNCHING
TAMP WELL UNDER BOTTOM
HALF OF PIPE
PRE -CAST
RISER
SECTION
PRE -CAST
BASE
SECTION
FINISHED GROUND OR
PAVEMENT
"iAFFIC RATED MANHOLE FRAME AND
)VER
PRE -CAST TOP SECTION FOR
STORMDRAIN JUNCTION BOXES
PIPE DIA "D"
MAXIMUM
"D„
6170 15"
8"
16"TO 21"
10"
24"TO 30"
12"
33"TO 42"
15"
48" & LARGER
1$"
UNDISTURBED EARTH
STONE OR REGULAR
FILL
6" NCDOT #57 STONE
6" MINIMUM SIDE
CLEARANCE (SEE TABLE
FOR MAXIMUM)
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
ca
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co'-,0
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71
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= ca p
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40.25
GENERAL NOTES: 0
* ��} 17i1 '" THIS PRECAST" BOX MAY BE USED FOR THE FOLLOWING STANDARDS: 1-4
P,o 840.04, 840.05, $40"14, 840.15, 840.31, 040.32, 840,34, d <
1" MIN. 6r B" y 840.35, 840-36 AND 840.41,
INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE dC0
CLR. (TYP) SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. �� :r
1" MIN. USE 400D PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. 1=;m «
CLR. (TYP) .o OPTIONAL JOINT DETAILS "' USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 E , dv
WELDED WIRE FABRIC (WWF) ,
v 4x4 W4xYd4 „ * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0" 4- � z W
WWF (LAP #5 BARS @ 12 0)1^
114WF 6" ON- CENTERS (HORIZ. * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD CC Q F-1
TO FABRIC) & VERT.) 1926.704. 0 [t)
(USE WITH * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED z
4` X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. E•-s
v ti ff DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. , ul�
TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE C3
V-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" 'L' OR W B,f * MELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
MIN MIN. THE SAME MIN, AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
co STANDARD SPECIFICATIONS.
#4 REBARS @ * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS""
#4 REBARS @ :} 6" CENTERS ` TO W-O" X W-O" to
rr
CENTERS
EACH WAY MUM * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINISTRUCTURE
EACHWAYDQ, '� W
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
LOCATED IN
CENTER THIRD TYPICAL PRECAST * ROUND THOLE MAY BE USED IN LIEU of SQUARE PROVIDED 2 EXTRAZ cc
OF WALL RISER SECTION #s'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
DWG. 840.34 FOR MANHOLE INSTALLATION. _
�(3cc
PRECAST RISER PLAN
Ih-1
2 95 BARS EACH SIDE
OF OPENING FULL SPAN
61'
t r
6"
W
1" MIN. CLEAR
MIN.
STEPS
'W +
`L' OR 2 WALLS
"
1 MIN. CLR.
M*"i
LL
". �,,r'
1
a
g
=
#4 REBARS
6" CENTERS
OD
4x4 W4xW4
INNF ( LAP WWF
to
--1
p
,
Lf
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. v' •
":: t''
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'"
•''
6" ONTO FABRIC)
,9' _.
~"� ~'_
~'�
LT.
0
a
.:�''
:®, . • :9.
�
- - - - - --
LOCATE OPENING
AS REQUIRED m,
&� (SEE NOTES)
,L, 6„
PLAN TOP SLAB MIN.
GRATE AND FRAME
BRICK
MASONRY
WALL
2 #5 BARS @
OPENING 1"
CLEAR (SEE NOTES)
TYPICAL SECTION
#5 REBARS 12" o
CENTERS
•sy so' •v' ;n
TYPICAL SECTION,
OF BASE UNIT
TRAFFIC BEARING PRE -CAST DRAINAGE STRUCTURE
NOT TO SCALE
ANCHOR
GRATE AND FRAME
BRICK MASONRY
CONSTRUCTION
CONCRETE
WALL
ANCHOR
CONCRETE
CONSTRUCTION
ANCHOR
GRATE AND FRAME 1rr 1" DIA.
APPROVED
EPDXY
DETAIL SHOWING ANCHORAGE OF
FRAME FOR GRATED DROP INLET
NOTE:
CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL
OR SUPEREL.EVATED SHOULDER OR PAVEMENT SLOPE.
16►�
Err DIA.
----%" DIA..
10
14/4" " 10
MASONRY ANCHOR
3/8" DIA. BOLT WITH PLATE
Elm
PRECAST--
CONCRETE
LL
PRECAST CONCRETE
CONSTRUCTION
PRECAST
CONCRETE
CONSTRUCTION
CONCRETE
CONSTRUCTION
BRICK MASONRY
CONSTRUCTION -
CONCRETE ANCHOR PRECAST FRAME AND GRATE INSTALLATION
" DIA. BENT BAR CONCRETE ANCHOR FOR NORMAL CROWN AND
" DIA. BENT BAR SUPERELEVATED SECTIONS
ANCHORAGE FOR FRAME AND GRATE
NOT TO SCALE
T
Inc w
U- ccc
cLL
cn
C3
cc
< , CL
© ul
W
0)CCrw
Q U
Ir
� c�3
Z " 0
ui F..�
cc
m
! 2J
ISSUED FOR
REGULATORY REVIEWV
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
01/16/19
C
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07/18
6
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09/18
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10118
RE#V.
DESCRIPTIONREV
BY
DATE
REVISIONS
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.: 440.11
SCALE : NOT TO SCALE
DATE: JANUARY 2019
TRACKING:
HOOSI ER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP.
BRUNSWICK CO., SOUTHPORT, NC
STORMDRAIN DETAILS-1
F F yap I! k� ')Pin
PROJECT NUMBER SHEET NUMBER
440-11 D-505

DIMENSIONS ARE. FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
GRATE MEETS H-10 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF
JUSTICE, 28 CFR PART 36.
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110434
1299CGP
APPROX. DRAIN AREA = 50.60 SQ IN
APPROX. WEIGHT WITH FRAME = 35.04 LBS
HINGED GRATE
FOR EASY ACCESS
1.81
3
13.56
-- 13,38 -- - -- +-f
THIS PRINT DISCLOSES SUBJECT MATTER 1N WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DRAWN BY EBC
MATERIAL
3130 VERUNA AVE
BUFORD, GA 30516
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 3-3-06
DUCTILE IRON
PHN [phone]
r%lea lc'A�"i FAX [phone]SO
TECHNICAL INFORMATION SHOWN HEREIN
s
REVISED BY ESC
PROJECT NOINAME
TITLE
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 3.13•10
12 IN PEDESTRIAN GRATE ASSEMBLY
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. 02410 NYLOPLR37
DWO SIZE A
SCALE 1:8 SHEET I OF t
DWG NO. 7001-110-202 REV C
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANSlTAKE OFF)
NYLOPLAST 12" DRAIN BASIN: 2812AG X
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REO. SAME AS MIN. SUMP)
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
_­ 3
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4"- 12' FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321,
GRATE OPTIONS
LOAD RATING
FART #
DRAWING #
PEE STRIAN
MEETS H-10
1299CGP
7001-110-202
STANDARD
MEETS H-20
1299CGS
7001-110-203
SOLID COVER
MEETS H-20
1299CGC,
7001-1107204
PEDESTRIAN BRONZE
N,%A
1299CGPO
7001-110-205
DOME
WA
1299CGD
7001.110.206
Df OP ZA GRATE
LIGHT DUTY
1201DI
7001-110-021
4" MIN C
6" MIN
DRAIN BASIN
18" MIN WIDT14 GUIDELINE
8" MIN THICKNESS GUIDELINE
(5) ADAPTER
ANGLE$
ARIABLE 0° -360° TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION,
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. BASED ON
MANUFACTURING REQ.)
4" MIN
1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-SR5.
WITH THE EXCEPTION OF THE BRONZE GRATE,
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS,
SEE DRAWING NO, 7001.1IM5
4 - DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL),
N,12 HP, & PVC SEWER.
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360 TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012,
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE. 3.29-06
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY EBC
PROJECT NOdNAME
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, ORMANUFACTURE OFANY
DATE 3-tWiO
ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN
DWG SIZE A I SCALE 1:20 SHEET 1 OF 1
NON TRAFFIC INSTALLATION
,., .. ,. ,RUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL
STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE
DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM 02321,
3130 VERONA AVE
BUFORD, GA 305i8
NY1 last
PHN [phone]
FAX [phone]
w�vw.nylaPlesi-us.com
TITLE
12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
DWG N0, 7001-110.489
REV C
INLINE DRAIN
uTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
MATERIAL AS DEFINED IN ASTM 02321, OR AS DETERMINED BY LOCAL
STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE
DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM 02321.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DRAWN BY CJA
MATERIAL
3130 VERONA AVE
BUFORD, GA 30516
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
OR LICENSE THE USE OHERH DESIGN OR
DATE 9.30-99
a� PHN [phone]
(770)
Nylo is
TECHNICAL CAL INFORMATION SHOWNFER.
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
oylo1, ast uFAX
s c
REVISED BY EBC
DATE 2.24-10
PROJECT NO.tNAME
TITLE _
DRAIN BASIN & INLINE DRAIN
NON TRAFFIC INSTALLATION
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST, Q4W NYLOPMST
DWG SIZE A
SCALE 1.26 SHEET 1 OF 1
DWG NO. 7001-110.111 REV D
L
ISSUED FOR
ULATORY REVIEW
E
REVISED PER NCDEQ COMMENTS
MRH
02/13/19
D
REVISED PER NCDEQ COMMENTS
MRH
01/16/19
C
ISSUED FOR STORMWATER
PERMITTING
MRH
01/07118
B
ISSUED FOR WATER AND SEWER
PERMITTING
MRH
11/09/18
A
ISSUED TO SOUTHPORT FOR
PLANNING BOARD REVIEW
MRH
9/10/18
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
OWNER{DEVELOPER
HOOSIER DADDY, LLC
6025 TARIN ROAD
WILMINGTON, NC 28409
PHONE: [phone]
CAFE FEAR
ENGINEERING
151 Poole Rd.,SLlite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER: 440-11
SCALE: NOT TO SCALE
DATE: JANUARY 2019
TRACKING:
HOOSIER DADDY, LLC
W. ELEVENTH ST. MULTIFAMILY
SMITHVILLE TWP,
BRUNSWICK CO., SOUTHPORT, NO
STORMDRA N DETAILS--2
PROJECT NUMBER SHEET NUMBER
440-011 D-506