SW8971111_APPROVED PLANS_20201020

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 al-b \
DOC TYPE
❑ CURRENT PERMIT
�I APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2020tozo
YYYYMMDD

SR 141
N
SITE
LELAN D
VICINITY MAP
NITS
Rm
4' SIDEWALK
30DO�P51 EXP. JT6'
1'-6• x 1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
�T[ [I]�/�I� TO READ "RESERVED PARKING" _
I�LSER Lull WITH
ITDO WID. POST SYMBOL
CAN ILIA Cn
❑�p./ PLATED NUTS, BOLTS & WASHERS. Ij
LED ro T7V\tL�N� 9" x V-0" x .080 STD H.
SIGN
TO READ 'VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8CANDII
PLATED NUTS, BOLTS & WASHERS
9" x 1'-O" x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $100,
12 GS 20-37.6•. BOLT TO WO. POST
COLORS WITH 3/8" CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND
ONCKGROUNO - WHITE PRESSURE TREATED 4"x4• POST,
1-1/2'R(T) 1-1/2"RO'R) 4
MAXIY.IUM � VAN � I- III
cnON
P t�oorY �/6 mP> /e•LTT�> -I 11=1 I I� k
_ III=III-1) I
<_- �p�A�p III -I
6ACKGft011Nb EnF� E_ GREEN �p�BKK 94% - $ E- GREEN
=III=III
TYPICAL HANDICAPPED SIGN
1�
ex6-10/10 W.W.M. uMPAC1ED i•'.
SECTIIIORRAANDDEE
CONCRETE SIDEWALK CONTROL JOINT
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
`. I B• GATE VALVE
! �- 1 - CALV. 1 2• U-ANCHOR
BOLT END A�OUND HYDRANT
BOOT AS SHOWN.
I-2'-0' MIN. CONIC. BIACKINC. POUR
ILNNST UNDISTURBED
�yp�/��� ���p�� /�G�R[OUUNNDD
IlflA f11L/1{fY\1 {IIVn MA
NTS
i
NOTES:
THE FOLLOWING NOTES APPLY TO ALL
HIGHWAY CROSSINGS AS SHWON ON
THE PLAN - PROFILE SHEETS.
1. ALL WATER PIPE FROM RIGHT-OF-WAY TO
RIGHT-OF-WAY AT HIGHWAY CROSSINGS
SHAII RF fNJLTLF IRON_
i
BLOCKING
DIMENSIONS
PIPE SIZE
Q
®
m
UP TO 10'
4'-0'
2'-6'
1"-6'
12' TO 18'
18' TO 24'
- \-
1 PLAN I
IORRIPPN
n -I
FlNISHEP "' 7 7 8" r
7316"
CONIC.
CONC.
BRICK
M PIPE I Y
gg pEWEY BRp
S.
CgH I N AD CH-BN-47
FOR YN2D INLETS
L-----J
P�
:OU AR� �--i rASPHALT PAVEMENT
R I VARIES OVERFLOW --
RUNOFF WATER
w/SEDIMENT
CURB INLET
GRAVEL WIRE SCREEN
FILTER GONG. BLOCK
GRAVEL FILTER
-WIRE SCREEN FILTERED WATER
FILTERED WATER OVERFLOW
RUNOFF WATER
w/SEDIMENT-- - -
� �91
mr�
I Ii1_
MENT DROP INLET w/GRATE SEDIMENT \ ^
WIRE SCREEN CURB INLET
2x4 WD STUD
SPECIFIC APPLICATION SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPUCABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW CAPACITY OVERFLOW CAPABILITY IS NECESSARY TO
IS NECESSARY TO PREVENT EXCESSIVE PREVENT EXCESSIVE PONDING IN FRONT
PONDING AROUND STRUCTURE OF STRUCTURE
SITE WORK NOTES
REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
Date
Description
By
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
I
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY _ AND SUPPLIED BY THE OWNER
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
f
AT FINAL GRADE. 1
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
_ROSION CONTROL AROUND INLETS METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING y
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS F�---I1
A OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT ^ Q,I
�O� ,? TO MAINTAIN SAFETY AND TWO WAY TRAFFIC, V'4
VN
G 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT 1
STEEL OR WOOD POST 6J ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE i
WIRE FABRIC QJ • SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. j
0 MAp 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS j
FILTER FABRIC �� - _� AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
9 - 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A Q
PJ CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, L
6'I MI 1 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR F-j
NIGHT REFLECTING. Lit
2" - 3" fir'' SEE PLAN 20. DUCTILE IRON SHALL BE CLASS 51. zF•� I. -I 1•-�
COARSE AGGREGATE--/ 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE F-H
ANCHOR FABRIC SKIRT �1ti I I STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. �
AS DIRECTED BY ENGINEER r I O i•� O
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
TEMPORARY GRAVELED `E_E PLAN BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
I PAID FOR BY THE CONTRACTOR. �1
LFlLTP, FgqBBgIX Ao� 23. SEE CE07ECHNICAL REPORT NO. _ , DATED ____, BY _______ �•I
CONSTRUCTION ENTRANCE CiION A - At ��0 L) FOR ADDTIONAL REQUIREMENTS. I O
CONSTRUCTION SEQUENCE P4 �1
NTS ENERGY DISSIP-A I OR 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (i VERTICAL TO 3 HORIZONTAL). F�-I
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
2' TYPE 1-2 (NCDO"^ INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
1 1/2" TYPE 1-2 (NCDOT) _ 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN w Z
6' ABC STONE (NCDOT) 8 ABC STONE (NCDOT) DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER r h 1 O
E FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION L.J W-t
4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM F-I
ENTERING STORM DRAIN PIPING. 1•��-�L
LE 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING I."
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ET( `�4A
_�I�-1 INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING y�y E
�I-III=li �FiIr�yyai -�/_I
I -1 TEI �7 CONSTRUCTION. %
NOTE: PAyLNENT SECS ION MAY VARY NO • DEPEN INGSUPOINNFIELD CONLIIT!ONS. 6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
DEEPCN ING 11 N FIELD CONDITIONS. CONTRACTOR SHALL COORDINr7F 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS �'+
CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
w OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ..
E GINEER TO DETERMINE ACTUAL PAVEMENT SECTION. o, MORE CONTROL
Y BER REQUIRED TO PROJECT
EROSION0IIFL HOSE ON THIS C
ACTUAL PAVEMENT SECTION.
-� PAVEMENT SECTION HEAVY DUT 10. REMOVE PLAN RALL TEMPORARY OVE TO BE SEROSONI CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. Z r
_�- -T ZI 1! T�i1
g1 AL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
PAVEMENT SECTION NOTES:
PLAN FOR INVERT 1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE } { ]
2. CONTRACTION JOINTS (C.J.) SPACE SALE AS SIDEWALK WIDTH.
3 THICKEN SIDEWALK. TO 8" AT DRIVEWAYS. N
A. THICKxN 10 '* IN L47 3, N"^',"aF R AB'.fT' PAVEMENT F !;M-
5 / -.• L pr k_... RF 7 lt.W SIDEWALK �'' -.f __t ✓L,
JUNCTIONS, Al S'TRJCTUk,S, AND AS NOTED 314 SITE PLAN.
6. PROVIDE A LAYER OF 15# BLEIG. FELT BETWEEN WALK AND ADJACENT .. H r
PALRALLING CURB OR STRUCT.,RF_. r '1 F��1 per,
L- FILL ANNULAR SPACE
7. REINFORCE w/6x6-10/10 W.W.N. F�•� H+
f 7. ENCASEMENTS SHALL EMEND FROM DITCH ASSEMBLY. SEE 2' GALV. PIPE_
M
P I. �% EQUIVALENT TD ' 9 7
a' '_NNIS ENTERPRISES
n: NO. EEVB-001
2. STD. WEIGHT 30 LBS. i 4' PIPE
ai !
zl 4"-45' BEND
18' NIPP &
LUED C
L.
4' WY
STANDARD CLFJ►NOUT
NTS
SECTION B-B
I
FLOW - -
�4'
3000 PSI CONIC.�_
� 7DRRRAAOppP INLET TO FOpHAV 111 &
SECTION LFAV� OPENING AS §HOWN
DROP INLET DETAIL
im
1I 6 1"
r�o7E. S CTIO A -A
2 LEG5 ROT'T 4TUT � PWBON FOR aARgY.
CARRIER PIPE HIGHWAY
ICASING PIPE
PIPE SUPPORT ASSEMBLY
MARK NUMBER
DIMENSIONS
NOMINAL D
0.40.Dj
WALL
1
2
1 3
1 4
A
B
I C
8'
9.05 1&0'
1 0.26'
6"#'x1/4'
rZ.1/4'
6"0/4'
3/r$
14A6'
10'
11.1 24.0
0.23"
a)nl/4'
exi 1/fxt/4
n1/4'
3/6'0
wai
1 3/4
3/4'
a.
efi n La .na r
_T
r
GA o'
MARES
c
u
I u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32' IN WII;H AN
SHALL HAVE A MIN. OF FAX UNE MARES WITH 12 STAY
SPACING.
2. FABRIC SMALL BE FOR EROSION CONTROL AND MIN. OF
38' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF H
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
T0WOODEN POST WITH NOT LESS THAN 9 WIRE STAID
11/2' LONG
TEMPORARY SILT-EEN-CEENCE
NITS AA���� RR /���E
w IGRASSINGDDETAIL
Tr s'1 SILO !
.TT pE_
-' I- S4OpF
TYPICAL MASS- SWALE
NTS
USHLD `'PONE
I
I
ENO OF PIPE.
r n r CURB 50' NAX_SPACING� /^ m
1 v l
I N85'54 24 W 991.59 1
`7(
/.
U
I w ' XIST.
c�' E
M/ SS'MH I
uT DETENTION POND
o TOP OF BANK 44.0 V i
m�rn FLOOD POOL 40.5 \ a•` `/ C\2
NORMAL D.I. N0. 4 BOTTOM POOL 38:50 30" F.E.S. Q / Z
- _ TOP 43.5 - - _ - 270' 12:�� INV. 38.0 M <v w �j Nye H
N855424W_942.86 _ _, IN 41.5 '� / /
i /� BLDG.-STRUCTURE 0
I �S:LQPEty �$PSS. S.�1L->; . � � (300) _ 100.7 I %� °� �O, / / � FLAN r -t '
T
y . _.. _.. QQ �8 F++f
A nE A ` �6NIR 5Rah k JI61N"TR rooLm 1/8-R DEEP wOIN
/e R Too m JIDINr
RCP c)
d
a'-o" Ls'L f 350' 1. 24' _ 0 ! O 1
+� � CYJ co0-,
! F ..::' / / \ J 2' AIXI/.PTFµRSIIALOHy
FUTURE BUILDING PROPOSED BUILDING /y/ / /\ Z 7�
PLAN 1 25,000 SF 35,000 S -i � / / 1
cALv. BAR GRATING - t• x t//a' BEARING BARS. FASTEN WITH / F.F. EL. 46.5 rn. 24 F.E S / BM TOP OF j I
TYPE J CUPS. ATTACH TO 1-'/8* x RING B x1 a' GALVANIZED I / EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
ANGLE FRAME. MORTOR FRAME TO TOP 0 0 STRUCTURE. ATTACH GALVANIZED WIRE M NV. 37 5 / _ "4 1 t '0 a.
CLOTH OVER SMALL DIAMETE ; 5' CONIC. WALK KQ / / . / / F!RE HYDRANT WA! K J 0 (NIT DEALS
LS = 4,
DP OF BANK 3 ORIFICE (8 MESH .020 W1RE7 I I / Ns a �k
1L
3
35.5
FLOOD POOL 40. I rK � � -'
a " h / APPROVED
r L'- F NORTH CAROLINA ENVIRONMENTAL x -t
F 1 "R P 2 I}s ! W // /� O G TS
A R P y. !v y1 MANAGEMENT COMMISSION I a C
" N0. 3 u ? I A?^Q vim\ / DIVISION OF WATER QUALITY
I i 17 18 PLUG TOP 43.5 / / �/
,T%Uh' `' 1 i' 01� v� o / �Cv'�
I vi INV. 39.06 D.1; NO. 1 ti' 24" INV. 3 . @j / Q/% a
NORMAL POOL 38.5 I Id / Dot•11�
INV. 38.5 I 38.5 N OP 42_1 }0 " �/
• 12 INV. a
LNV. 38.0 rNV 38 s " SITE DATA StoN W&W Pwmk Nn5L.U2 of !I I I s-
i FIRE HYDRANT 4 C.O. s
311 a w o ()ASSEMBLY (TYP.� 25'R / TOTAL AREA 6.0 ACRES ¢ a
I N (30 �" / t=
_ 25'R 10'R aS 250 �' 30'R MATCH EXIST'_.^ ZONING ,o �y
_I DITCH GRADE` BUILDING AREA 35,000 SF 1 g
FUTRE BUILDING AREA 25,000 SF
---,r, -,- .01R ASPHALT AREA 40,952 SF o R
OM 31.0 0 FUTURE ASPHALT AREA 22,402 SF
SECTION A - A HEAVY DL'jl :ASPHALT "7 ^ > h / E
z
PARKING REQUIRED SPACES 35
............
I� <33� / * 6 F / PARKING PROVIDED SPACES 35 SS! '
i QP
DETENTION POND OUTLET STRUCTURE
I > �25'R TOP 4�.02 ��/ BLP 930'R '," / LANDSCAPING AREA REQUIRED: N/A
NITS ' ' INV. 41.0 A 3 Y M// / / MATCH EXISTING III LANDSCAPING AREA PROVIDED: 1150 SF C _ s E A L
/ / 1 V `7�Z- J 17374
/ 50' GRAVELLED E _X�I,�T ASPHALT GRADE 41.2t ~ - - { T3 a R
$T 1+L�Za `1� �1 f =s
aa`z�� Rey CONSTRUCTION �/r1YJ S�MH/ ILA+ iC1gj�y
TOP OF BANK 44.0 / a�7Z 4� = ! � `�jA •/�Y..Git�y \� i
'--------- -- ------------ -ENTRANCE -� �74/ hq x` RATE % REGOR
/ TIE IN TO EXISTING ) R7c'I' S vllll111„"LY`
�10- SANITARY SEWER MANHOLE I I_� I55 = II5�2 0ECEIVE0
N85.54 24 W 753.25 +DATE +FLOOD POOL 40.5 -.- +- -- / \-TIE IN TO EXISTING tZCa 4 30 p 2i(p� FEB 09 1998 DESIGN o2 PGT 98 I
I 3 I I T LEGEND / /1 8" WATER MAIN 40
31 FAIUrP _ __..__,,., EXISTING CONTOUR / / "! 1 8"x8" TAPPING SLEEVE `� Z -o DRAWN MLV
1 PROD k ' 'him
39.0 / , �1� 8" TAPPING VALVE
L� I I EXISTING SPOT ELEVATION /
_ wPILLWAYT NORMAL POOL 39.5 �� I1 \ t6� // / / jL'CiX COO L a X
MAN POOL I I L �� / 3 �� PROPOSED SPOT ELEVATION / /� CONTRACTOR SHALL COORDINATE WA ER AND c
VEGETATIVE 1 a // �S ]fa -
SHELF (Do X 05 / / SEWER SERVICES WITH BRUNSWICK COUNTY t--�Rfw d h P
3 NOTE: NO WETLANDS ON THIS SITE. ! Q// / PERSONNEL. UTILITZE EXISTING TAPS :S POSSIBLE. '7
6' I I I DROP INLET w/INLET PROTECTION w `
BOTTOM 31.0 _ +- �- STORMWATER RUNOFF DIRECTION q� tQ Z FED 41 fOG
2 �SZ 50 LF 8" CL 51 D.I.P. WATER MAIN
O F 6"STEE C SING 0 25" W TH �-~C=
F� ���� SECTION
SITE pT
SITE
A N 300 LANDSCAPING w/AREA
l�Eil9
DRYJACKAND ORE INSTALLATION AO.L. ) $ ��z, t I0,0 ,Zi 4Ca(ZS `)
SHEET 1
OF 1
50'
; 4z
9 71
13
NITS - _

US 74-76
I
L
LOCA77ON MAP
NTS
E
A
t �
DESCRIPTION EXISTING PROPOSED
PROPERTY BOUNDARY
EASEMENT
STREAM
STRUCTURE
MINOR CONTOURS
------- 8-------
8
MAJOR CONTOURS
- - - -10- - - -
10
GAS LINE
--G------6--
OVERHEAD POWER
-OHP---OHP-
WATER LINE
--w---- W--
—W W—
SANITARY SEWER LINE
--SS-----SS---
5s----SS-
SANITARY SEWER MANHOLE
OS
OS
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
O L -J
TREE
I I " OAK 9
CONCRETE
: , ,::.:
:., - - '
SILT FENCE
- SF SF -
TREE PROTECTION FENCE
- TP TP -
FIRE HYDRANT ASSEMBLY
4
-+
Site Development For
FLOW SCIENCES= PHASE II
AUGUST, 2020
LELAND, NORTH CAROLINA
I
YMN,. E -
---
I
_
lilt, I
m Ws.r'°i.waro I r I > I Y r/ /wm".ls - I ._.° III♦/ei—�� �� ♦//j✓/�$/`+/' 1/' / //
�i'v°ro„zw� I I I I /� ✓ ✓ i/�6 --- � ew /( �i Geld /Q �/ ///
Y M —� ��_'_.— .—_ �� � ro see \s 1 / / e / h. m♦ %//
,y ///ip/
j 4>LRT9 A//
I
,
I
I I I
I �
OWNER
BIDDISION REAL ESTATE HOLDINGS, LLC
P.O. BOX 688
HAMPSTEAD, NC 28443
TEL: [phone]
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
[e-mail]
SEAL
019742
9/1
INDEX OF SHEETS
SHT
C-0
COVER SHEET
SHT
C-1
GENERAL NOTES
SHT
C-2
EXISTING CONDITIONS
SHT
C-2.1
DEMOLITION PLAN
SHT
C-3
SITE PLAN
SHT
C-4
GRADING & DRAINAGE PLAN
SHT
C-5
EROSION CONTROL PLAN
SHT
C-6
UTILITY PLAN
SHT
C-7.0-2
MISCELLANEOUS DETAILS
SHT
L-1
LANDSCAPE PLAN
SITE DATA TABLE
GENERAL NOTES:
1. BRUNSWICK COUNTY PARCEL NO.:
PARCEL ID# 0280000828
2025 MERCANTILE DRIVE
2. TOTAL AREA: 6.0 AC
& EXISTING ZONING: CO—IG
4. BUILDING USE: OFFICE & WAREHOUSE STORAGE
5. NO PART OF THIS PROPERTY IS WITHIN ZONE X OR ZONE AE PER
FEMA FLOOD INSURANCE RATE MAP #3720218800K, EFFECTIVE DATE
AUGUST 28. 201&
DEVELOPMENT DATA:
Total Development Area = 6.0 ac
Totals Disturbed Area = 1.55 ac
Max. Bldg. Hgts. — 14' Mean Roof
Front 25 ft
Side 10 & 12 ft
Rear 6 ft
IMPERVIOUS SURFACES
BLDG —
35,019
S.F.
CONCRETE WALKWAY—
1,383
S.F.
CONCRETE PAD —
1,033
S.F.
GRAVEL —
8.541
S.F.
HVAC PADS —
384
S.F.
PAVED PARKING —
40.454
S.F.
TOTAL —
86,794
S.F.
TOTAL PREVIOUSLY PERMITTED
— 140,850 S.F.
EXISTING IMPERVIOUS
AREA BEING
REMOVED
S.F.
CONCRETE PAD —
1,033
GRAVEL -
5.548
S.F
TOTAL —
6.579
S.F.
PROPOSED:
BLDG — 15.046 S.F.
CONCRETE WALKWAY — 703 S.F.
ASPHALT & CURB & GUTTER — 10.838 SF
ABC STONE AREA — 2.650 S.F.
EX BLDG CANOPY ADDITION — 458 S.F.
TOTAL — 29,691 S.F.
TOTAL IMPERVIOUS AREA = 109.906 SF
POSSIBLE FUTURE IMPERVIOUS AREA - 30,944 SF
TOTAL IMPERVIOUS AREA ALLOWED = 140,850 SF
WATER WILL UTILIZE EXISTING WATER SERVICE SEP 2 9 2020
SEWER WILL UTILIZE EXISTING SEWER SERVICE ttv
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
Vg 0 t O 120 12o20
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
BRUNSWICK COUNTY & THE STATE OF NORTH CAROLINA

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION
OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY AND THE STATE OF NORTH
CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO
BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED NTH THE SUBJECT
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND
TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED 'NTH OR REFERENCED IN
THE RECORDED EASEMENT.
GENERAL NOTES:
1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEY BY DAVID
EDWARDS LAND SURVEYING, PLLC - 910-617-9081.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY NTH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB dt GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE NTH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE NTH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN
DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE
OF ANY GRADING ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE
TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL
INSPECTION AND APPROVAL BY THE NC LAND QUALITY SECTION.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY BRUNSWICK COUNTY.
6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE
OR OTHER APPROVED SOURCE.
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
AUGUST, 2020
Checked By
lob No.
MNH
MAINTENANCE PLAN
i. ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE
STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WALL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WARE BACKING IS USED WITH 8
FOOT STAKE SPACING.
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WARE OF ANY DEBRIS OR OTHER OBJECTS
TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
INSPECT SILT SACKS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE SILT SACK OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE THE SILT SACK DURING
SEDIMENT REMOVAL. REPLACE AS NEEDED.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CAROLINA COASTAL SEED MIX (BLEND) 200
20.35% GULF ANNUAL RYEGRASS
30.30% BROWNTOP MILLET
29.75% FAWN TALL FESCUE
9.65% CREEPING RED FESCUE
7.40% UNHULLED BERMUDAGRASS
0.55% CENTIPEDE GRASS
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES
Rye (GRAIN)
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
SPECIES
RYE (GRAIN)
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
FLOW SCIENCES - PHASE II
BRUNSWICK COUNTY
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTiC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TiMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL
TOLL FREE 1-800-632-4949 OR 811 AT LEAST 3-12 BUSINESS DAYS PRIOR TO CONSTRUCTION.
LOCATE TICKETS MAY BE REQUESTED BY DAILING 811. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
BRUNSWICK COUNTY AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS
SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS, PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
3. ALL STORM SEWER PIPES TO BE HDPE ADS N-12 OR EQUIVALENT, UNLESS
OTHERWISE SPECIFIED.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED
OTHERWISE ON PLANS.
BIDDISON REAL ESTATE HOLDINGS, LLC
P.O. BOX 688
NORTH CAROLINA HAMPSTEAD, NC 28443
8/20/2020
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
Q.• r • vi: C
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST THREE WORKING DAYS, BUT NOT MORE
THAN TWELVE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. LOCATE
TICKETS MAY BE REQUESTED BY DIALING 811.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949 or 811
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
GENERAL NOTES
Sheet No.
C-1

Cameron Company, LLC
DB 1843, PG 1225
Lot 38ABR, Sec. 1
MC 19, PG 259
Sedina, LLC
DB 3821, PG 636
Lot 39R, Sec. 1
MC 19, PG 259
� I
II WCM Enterprises
I I I DB PG
I I Lot AB, Sec. 1
I I MC 19, PG 168
a
0
I / '" — S855246 E 943.54'
I IRF ..,. ... .m _--
�-�� 49
AB
504
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I IRF
00
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14
APPROXIMATE't'OC��11OtT00
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48— 47—
Y. .ram F
ol / .m
—4748 —= 48 47
49 —
—50 50-
30' Drainage Easement - MB 19, PG 168 N8553'06"W 752.98'
Designer Scale
MNH AS SHOWN
Drawn By Date
MNH JULY, 2020
Checked By lob No.
MNH
FLOW SCIENCES - PHASE II
BRUNSWICK COUNTY
TK Kids II, LLC
DB 3812, PG 715
Lot 41, Sec. 41
MC "V", PG 310
1 Story Concrete Bldg
3—Electric
FFE 49. 04 Condults FDC Conn.
m HVAC
45-Eonsrr�te W oncret
a
/ I 1
D/ Rim-46:06
tnv(ln-S)=4a
Inv(ln-W)=40.
»» Concrete 45-47
DI im-44. 0 .. — 46J
Inv(ln-W)=41.12 46 — S c4
!nv(Out)=41.25 "•'
Cefi%r=40.62' "' — 45 a 8 N
�—, 45 (� Parking m
42
—IR�
—43— .-- -- •43
R 3 RCP.,
Top of Grate-40.
nv=38� 0/
� lnv(ln-10"0)-38.36 •.,,/
"I l Inv(Out)-3s.36
I ry Bottom-37.02 �•) /// / °� / /
P O N D a�%
III
�OQ �
/ / \ rye/
24' C I my FORE
BAY
-W� \ 43 9/
PavegJ,Drive ¢4 Inv= 41.25
Center=40.77m
°/ R5
Biddison Real Estate pc �.- �`' 09 •1a
Holdings, LLC N,
Paved Parkin
9 \ Dt3'" 1184 P6 218
Lot 42AR, Sec. 1 F� °»-
MC 19, PG 168
Edge of PNnt.
m ,• / yoi . /
3
BIDDISON REAL ESTATE HOLDINGS, LLC
PO BOX 688
NORTH CAROLINA HAMPSTEAD, NC 28443
k�
'4100^
.m 5 -I6MH Rig
kry inv(ln-:
/ Inv(Out
-41.88 /
V)=33.83
VE)=3381
35.,38 /
/
\
/ IRF \
\
/ C7? / IRF \
\
/ IRF \
4
SEAL \
019742
8/20/2020 \ \
GRAPHIC SCALE \
40 0 20 40 80
fog pog
1 inch - 40 ft. \ \
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
EXISTING CONDITIONS
Sheet No.
C-2
Designer Scale
MNH AS SHOWN
Drawn By Date
MNH JULY, 2020
Checked By lob No.
MNH
FLOW SCIENCES - PHASE II
BRUNSWICK COUNTY
TK Kids II, LLC
DB 3812, PG 715
Lot 41, Sec. 41
MC "V", PG 310
1 Story Concrete Bldg
3—Electric
FFE 49. 04 Condults FDC Conn.
m HVAC
45-Eonsrr�te W oncret
a
/ I 1
D/ Rim-46:06
tnv(ln-S)=4a
Inv(ln-W)=40.
»» Concrete 45-47
DI im-44. 0 .. — 46J
Inv(ln-W)=41.12 46 — S c4
!nv(Out)=41.25 "•'
Cefi%r=40.62' "' — 45 a 8 N
�—, 45 (� Parking m
42
—IR�
—43— .-- -- •43
R 3 RCP.,
Top of Grate-40.
nv=38� 0/
� lnv(ln-10"0)-38.36 •.,,/
"I l Inv(Out)-3s.36
I ry Bottom-37.02 �•) /// / °� / /
P O N D a�%
III
�OQ �
/ / \ rye/
24' C I my FORE
BAY
-W� \ 43 9/
PavegJ,Drive ¢4 Inv= 41.25
Center=40.77m
°/ R5
Biddison Real Estate pc �.- �`' 09 •1a
Holdings, LLC N,
Paved Parkin
9 \ Dt3'" 1184 P6 218
Lot 42AR, Sec. 1 F� °»-
MC 19, PG 168
Edge of PNnt.
m ,• / yoi . /
3
BIDDISON REAL ESTATE HOLDINGS, LLC
PO BOX 688
NORTH CAROLINA HAMPSTEAD, NC 28443
k�
'4100^
.m 5 -I6MH Rig
kry inv(ln-:
/ Inv(Out
-41.88 /
V)=33.83
VE)=3381
35.,38 /
/
\
/ IRF \
\
/ C7? / IRF \
\
/ IRF \
4
SEAL \
019742
8/20/2020 \ \
GRAPHIC SCALE \
40 0 20 40 80
fog pog
1 inch - 40 ft. \ \
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
EXISTING CONDITIONS
Sheet No.
C-2
FLOW SCIENCES - PHASE II
BRUNSWICK COUNTY
TK Kids II, LLC
DB 3812, PG 715
Lot 41, Sec. 41
MC "V", PG 310
1 Story Concrete Bldg
3—Electric
FFE 49. 04 Condults FDC Conn.
m HVAC
45-Eonsrr�te W oncret
a
/ I 1
D/ Rim-46:06
tnv(ln-S)=4a
Inv(ln-W)=40.
»» Concrete 45-47
DI im-44. 0 .. — 46J
Inv(ln-W)=41.12 46 — S c4
!nv(Out)=41.25 "•'
Cefi%r=40.62' "' — 45 a 8 N
�—, 45 (� Parking m
42
—IR�
—43— .-- -- •43
R 3 RCP.,
Top of Grate-40.
nv=38� 0/
� lnv(ln-10"0)-38.36 •.,,/
"I l Inv(Out)-3s.36
I ry Bottom-37.02 �•) /// / °� / /
P O N D a�%
III
�OQ �
/ / \ rye/
24' C I my FORE
BAY
-W� \ 43 9/
PavegJ,Drive ¢4 Inv= 41.25
Center=40.77m
°/ R5
Biddison Real Estate pc �.- �`' 09 •1a
Holdings, LLC N,
Paved Parkin
9 \ Dt3'" 1184 P6 218
Lot 42AR, Sec. 1 F� °»-
MC 19, PG 168
Edge of PNnt.
m ,• / yoi . /
3
BIDDISON REAL ESTATE HOLDINGS, LLC
PO BOX 688
NORTH CAROLINA HAMPSTEAD, NC 28443
k�
'4100^
.m 5 -I6MH Rig
kry inv(ln-:
/ Inv(Out
-41.88 /
V)=33.83
VE)=3381
35.,38 /
/
\
/ IRF \
\
/ C7? / IRF \
\
/ IRF \
4
SEAL \
019742
8/20/2020 \ \
GRAPHIC SCALE \
40 0 20 40 80
fog pog
1 inch - 40 ft. \ \
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
EXISTING CONDITIONS
Sheet No.
C-2

i
I
I �
I I
I I
I I o
•�.x w. o .w, oi�3
49
I� � alwa °\•`�_ �9'' i.«®• � — h ..,.. .., _.— � 48a� -- ___--1,...* — a.929 ,
O h owm--
an
o wsa ° •B21 o aw
— I OwID OKN \ e.
O „H 0,9w O w.T
o asa \ o Ies o ww
I
0I O,ga, 0,4w Owa9 OM3F � 1921 a3
'ti o+"I o,a„ / •„\ alas= U
Gravel U
o wbm oww
0
o„
N
r*i
N
1
WCM Enterprises
DB PG
Lot AB, Sec. 1
MC 19, PG 168
S85 52'46 "E 943.54'
� m.,9L
p wHVACI�x.,, HVAC °
O 4Mj / • r 48 — -- XISngG CONCR 48 u
° TO.BE REMOVED 47.45
L \ o an Isa
wY w.36 wHa O w2.
O
O ,92,
l`
0 onm owm
IIY/ o.1..onw ,
o o,ew Aa o7.,m
o 7.9a\
41.
nm
owa oaw 1 maw / �6
p 47.36 O w.99 1 �—
onva
�7 �i 0,689 O Ow6] O,)M Owb9 /
— �� Ow]6 —y.wll °,69, oaw1 47 —� °,ln
o wr o a„ ——4147
° IM a°
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—� =_ O IL13 O „
O w]f a'u ,2„ -�� O,Iw'3 O,Iw OILII
°4 44 ---- _43 / 42
L)E /
o n 4$ ---. ,Im o ww 4.i t_ o ?La awl
`r4 / °wec °4'9 J
o w,. Gro vel A --- 43 —
arking Gravel /l —
1>,Farking
NO _ —,.39 _ 30 "RCP.
( Top of Grate-4b. a^ �%
Iw •� Inv=38.50. �J
\ I di I � lnv(1n-10"'0)-38.36
•'�' •'a• /�
°w r Inv(Out)-38.36 /
�] I I I m Bottom-37.02 1w
w
w 4 / O.
/ Cl-\ I I I{ „ I I.ax P 0 N D
iI °aa
a„I 40 _ m / 0'//
3-Electric
FDC Conna
Conduits
.
D/ Rim-46.� a` /
� rr�� o was / . . n •� / / / wa /.n cl O ��
a)a HVAC ..n�^� y1.1. _ -fn = 19n •b n
oncrete Sidewalk Jnv( )
1/e-c tric_- 48 / b- �.1 - .Jn v(Ou t)= 4 ), I In v= 40. 26
Transformer 24"RCP J Center=4Q' 24" ��/
uE _ _ �6 oww - FORE
47 Y •'j J ." ws, BAY e / .1,a�Q) /
46
\ \ w.
.1
45 � ravel N :.>e \m•�+o«w �wtt 0 oohs �aA
�- — 45 Parking U
1 eye °
o wAl i0l—Rl41 1?r;44.bJ
on9a owan owm >•46 __ .a9]—_ — —o1a), ax Pave .-Unve �q --- lnV=41.25
\ ow.)3 �� °,sen ` °_ �a o —wr.9s — 46,s]'� o,a,a &y °w.se �\ / o \ae9Cen ter=40. 7a, Q ww o,Ln
47 — /
46 -- n o Isn _ o wa o «a O Iw (k
B IAP W. //
X \ S °,an SI NG /
S` `� SI SIGN ILn
10ft Existi g Paved Road
O an = 1— 47— o «Ao ° w, kh �j/� ,
ow]
EXISTING ASPHALT TO BE REMOVED °"� ° ° c �9
° =w w„ alarm 9 w /
I ° ]� aw, wm ow� o% ow„ ° a„ wm s ° „ Biddison Real Estate n ell , . Rim-4 88
/ Holdings, LLC �o� /� / „53 �„ /
°w=� Paved Parkin "" 2 �� -
g \ h / / ry In /
D13 1 184 PG 218
°•'m ° °w2m _�-•� —<w.>a — 47 °a•• °ems °w„ °•� °•� °+� °.wow ASPHALT TO BE REMOVED REMOVE +/ RR 4 LF OF h� / °° lnv(Out-NE)=33.81
\ / — 4s — — —' "� 47°.a & REPLACED FOR WATER AND Lot 42AR, Sec. 1 / / /
o,,.9 4B EXISTING 1 J" WATER SE ICE Service-35. 8
\ \ _ 49= — 49 a SEWER SERVICE INSTALLATION— \ MC 19, PG 168 LINE AND REPLxCCE W/ 2'R
—50 50— ° ` o a]-- —21 W� b' / own n
iq + °�,_ Edge of Pvm t. 45 \ °• ",�/•/ / /
30' Drainage Easement - MB 19, PG 168 N85 53) )) 06 W 752.98! 41
R
Date
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2020
Checked By
job No.
MNH
1 Story Concrete Bldg.
FFE 49.
O 1919
4-5-Eonsr-te m
waa
— Co- ncret-e 4-5-
DI Rim -44. 60 ae
7 lnv(In-W)=41.12
In v(Ou t)= 41.25
Cen i"er= 40.822b •a•'
°,a Pa o1Yb
TK Kids II, LLC "A
DB 3812, PG 715
Lot 41, Sec. 41 �G
MC "V", PG 310 SEAL
41742
FLOW SCIENCES - PHASE II BIDDISON REAL ESTATE HOLDINGS, LLC
PO BOX 688
BRUNSWICK COUNTY NORTH CAROLINA HAMPSTEAD, NC 28443
o
4L9m
Itl6 /
/ GgjIPHI� SCAM /
30 � //15
1 idch — 30 ft.
/ / /
,am
wa3 \
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
DEMOLITION PLAN
Sheet No.
C-2.1
k

NEW TREELINE
— — 173_ — —
O
0
�--- 40'
24" CURB AND
GUTTER, TYP.
' IW 6" ABC STONE — v
rc
LO
vI I
1 I
I I I
LO
N
DOOR BUILDING ADDITION
WHEEL STOPS, 5' CONCRETE
TYP. SIDEWALK
O
N
WCM Enterprises
DB PG
Lot AB, Sec. 1
MC 19, PG 168
VACANT
--� 28.5' �—
T1 L CANOPY
ADDITION
in
24" CURB AND
GUTTER, TYP.
LO
I IRF 15.02' — — — — — — — — — — — — —
30' Drainage Easement MB 19, PG 168—
LO
I I
I
No.1
Revision
Date
I B
1
ADDED CANOPY ADDITION
9 2 20
MNH
2
REVISED PER COUNTY COMMENTS
9 8/20
MNH
3
REVISED PER COUNTY COMMENTS
9 10 20
MNH
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2020
Checked By
lob No.
MNH
N85 53'06 "W 752.98' -
TK Kids II, LLC
DB3812,PG715
Lot 41, Sec. 41
MC"V",PG310
S85 52'46 "E 943.54' - - - -
—10' SIDE YARD SETBACK —
EXISTING BUILDING
EXISTING LOADING DOCK
z
z
N to
X
W
v
0 / /
2 7x10'
Biddison Real Estate SIGHT MANGLE /
Holdings, LLC
DB 1184 PG 218 /
Lot 42AR, Sec. 1
— —MC 19, PG 168
10' SIDE YARD SETBACK— /
RS
Parking Space
Parking Space
Parking Space
Calculation (6.12.6)
Required
Provided
Standard
1 space per 300 sf (office)
10
13
Space (9x18)
1 space per 5,000 sf (warehouse)
2,226 sf of office area
12,592 sf of warehouse area
Handicap
Accessible
1 Space per 25 parking
1
1
Space
spaces
Total
11
14
FLOW SCIENCES - PHASE II BIDDISON REAL ESTATE HOLDINGS, LLC
PO BOX 688
BRUNSWICK COUNTY NORTH CAROLINA HAMPSTEAD, NC 28443
_ G — G G
G G
P 0 N D /
/
c
/
E E / �
A Y
SIGHT TRIANGLE: A)
EXISTING /
SITE SIGN
SMH Rim-41.88 /
1nv(1n—SW)=33.83 /
1nv(0ut—NE)=33.81 /
Service=35. y38 /
IRF
/ 'SEAL
019742 L
IRF ,4 Ar'1•L
\
\
\
GRAPHIC SCALE \
3I I 1I 3I 60 \
\
/ 1 inch — 30 ft.
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
IRF
IRF
IRF
SITE PLAN
Sheet No.
C-3
i

I
I
I
II
WCM Enterprises
DB PG
I
I
Lot AB, Sec. 1
MC 19, PG 168
rr
VACANT
V
o,on
IRF
��
5855246"E
943.54'
°— �� 1R�
I
m m
-
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— — — —
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va 14u
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r - -
T T T 1TT7 77 TTTT T T7-T7 TT777 77 TT77 T T T7 TT 7 TTT TTTTT�TTTT7�l T7TTT7 T T7 T
_ 7.
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°,
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( ".5a °�.
os "✓
m, Inv=38.50,//
/� 1nv(1n-10"0)-38.36
IRF ° ��"
°.a, "
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p ., lnv(Out)-38.36 ����
Bottom-37.02 j
a.,,
asn
(42�47
�aes<•- ��
i
F.F.E.=49.04
1 Story Concrete Bldg.
m ^• ,� �g/;
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.em
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\ -ROOF DRAINS SHALL
✓
NEW STORM MANHOLE
m"" °"�
c / o /
�_
o
GRASSED
c
m.eBE DIRECTED INTO
SWALE PARKING LOT
�/
RIM=47.60
INV.=41.58 FFE 49,04
s cre t�
FDC Conn.
_- -- -� /
/ / « d., NC
�I ��/ �� m �&�
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eA
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oncrete Si-- -
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-
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EXIS�SIGN
\
SIX
(
_
10ft Existing Paved Road } + +
>e,
----- e 1 y
+
1.65% +,x
°..k. °..,=
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�_ �\ / ry
- __" _#. ___—
DROP INLET. G
,.l., �"�
---
_X ___
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c
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v. Cl. h.
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o..,.W
\� l..'.i. _ / 0\ �•
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/-
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, RIM=45.30 •'
o
- - W 1—
— — �ro - -
------
W _-_.___.. _-4 __s__ .i._ ___
.__ ... ___
o z,z w — ;�
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Biddison Real Estate.-.��
°
\'
e�,e,= r' l o.a„
, .,,
m
3
°•3
�
Paved Parking_
Holdings, LLCM
� 1184 P°G., 218
Rim
o _
� ���� � w /'� - ' � % / 1�; In v(ln SW) 33 83
R
� -____ o.
ae -- _ ` v
Lot 42A
In t—NE) 3 81
m. 3
� /1 ��.� � � �
/ '/
S
v 1..a,� / — -- - __
ae - —
°
--
— —
-- —`48
_
- t �—
M 9' PG 1681
Servic
°..,° T /� Service-35. 8
/ �%�
.-
_
\-
bV—
_
---_8
j • `
_
Edge of Pvm t
IRF
---
v — _, _
�.
JO' Drainage Easement - MB 19
PG 168
_ -,
>,
N85 53 06 W 752.98
-- - — ° ` F — _--_
°�_,
--
._
' / r
T
wu/
/ A o
L O
IRF
NOTE: NO WETLANDS EXIST WITHIN THE PROJECT LIMITS
/
TK Kids II, LLC
pFESSIp�
it Y 019742
'\s �t�Git,,pp'•'
DB 3812, PG 715
\ +L
•,yank
Lot 41, Sec. 41
ma� IRF
�' N HAR©:•'''
„
MC V , PG 310
10%9/020
i
/ IRF
zIRF \
cl.
/ GRAPHIC SCALE
30 0 15 30 60 \
\ IRF 1 inch - 30 h. \
No.
Revision
Date
B
1
ADDED CANOPY ADDITION
9 2 20
MNH
2
REVISED PER NCDEQ COMMENTS
10 9 20
MNH
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2020
Checked By
Job No.
MNH
FLOW SCIENCES - PHASE II
BRUNSWICK COUNTY
BIDDISON REAL ESTATE HOLDINGS LLC PORT CITY CONSULTING
i ENGINEERS, PLLC
PO BOX 688 6216 STONEBRIDGE ROAD
HAMPSTEAD NC 28443 WILMINGTON, NC 28409
NORTH CAROLINA r n,n rnn I1AA 0 1rl]9
GRADING & DRAINAGE PLAN
Sheet No.
C-4

e
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE HARE
EXTENDS TO TOP OF BOX
# 57 WASHED STONE PLACED TO A HEIGHT OF
12'—I8" MINIMUM ABOVE TOP OF BOX
STANDARD CATCH BASIN/YARD INLET PROTECTION
N.T.S.
�— 2" S9.56
6" CRUSHED AGGREGATE
BASE COURSE PER
NCDOT SPECIFICATIONS
COMPACTED SUBGRADE
PER NCDOT SPECIFICATIONS
PAVEMENT DETAIL
N.T.S.
01 GSMR
RATE
y
I
Ax""Weser"
4
31oot wmem ens I I
I
I
I
I
LIFT
STRAPS
B '_I REINFORCED
`l CORNERS
I
' II ovn""n
' ' utFlaw po,u
I
I
I
1
WARPING
�I STRAPS
INLET PROTECTION
N.T.S.
No.
Revision
Date
B
1
REVISED PER NCDEQ COMMENTS
10 9 20
MNH
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
AUGUST, 2020
Checked By
Job No.
MNH
TOP OF BAN
LINE WIRES MIN.
#12-1/2 GUAGE
VARIES (6' MAX.)
TOP STRAND MIN. #10 GUAGE 7 STAY
Y1 WI GUA LIE r
#12—
BOTTOM STRAND MIN. #10 GUAGE
NOTES:
1. WI SH Lp_ fgH� A MINIVMEUM OF 3 " IN
LINE WIRES W/121" MIN
STAY SPACING M OF 6
2. Fl.7R FABRIC SHALL BE A MINIMUM OF
36 IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
SILT FENCE
N.T.S.
STEEL
FILTER FABRIC
FILL SLOPE
GROUND LINE I z iv
4/1
410 N j
0I
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS
1/8".
JOINT (5' MAX. O.C.)
P.S.I. CONCRETE
COMPACTED SUBGRADE
1/8" RADIUS (I 3600 P.S.I. CONCRETE
T
71
��A.X;
• a /
o \ \\ \y \ COMPACTED SUBGRADE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
ANCHOR FILTER FABRIC
I SKIRT
CONCRETE SIDEWALK
N.T.S.
STANDARD SIDEWALK DETAIL
NOT TO SCALE
TOP OF BANK
BOTTOM OF SIGNS
R7-8 OR
A GROOVEJOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1[2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1 2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS NY CURB & GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
RESERVED
PARKING
V�
R7_8
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37.5
LEGEND AND BORDER —GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND —WHITE
SIGN R7-8
OR R7-8G
1/2" FIBER EXPANSION
1/2" JOINT WITH SEALANT
4"
CONCRETE
WALK
NOTE: DRAINAGE FILL OR
UNDISTURBED SOIL
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX. SEE SOILS REPORT
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
N.T.S.
MEEP HOLES
1X
_J
I
v-
PLAN
WITH ORATES FRAME REMOVED
^.OPING(INCIDENTAL)
iP ELEVATION
840.16 FRAME —
RATE
SECTION X-X
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER S'-B" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS MMICH COMPLY WITH M. [HUMMING MO.".
OPTIONAL CONSTRUCTION - MONOLITHIC FOUR 2" KEYWAY OR NA BAR [RIVALS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN SOTTOY SLAB OF SOX, AGO TO SLAB
AS SHOMN ON SM. NO, 840.00.
CONSTRUCT WITH PIPE CRAMS WATCHING.
SEE STANDARD DIANING 840.25 FOR ATTACHMENT OF FRAMES AND MUTES HOT SHOWN.
INSTALL 2" WEEPWLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINI" OF 1 CUBIC FOOT OF NO. TBY STONE IN A
POROUS FABRIC WAS OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
CRANING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18" u
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR
DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX S PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
x
BOTTOM
SLAB
WALL PER
FT. HT.
<vxUET
MxV4
�
C.Y.
R.C.
12"
3'-0"
2'-0"
2 -0
0.222
0.222
0.582
0.015
0.028
15"
2 -3
0.848
0.023
0.038
18"
2 -6
0.]09
0.033
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SECTION E-E SECTION F-F
HANDICAP PARKING SIGNAGE
N.T.S.
FLOW SCIENCES - PHASE II BIDDISON REAL ESTATE HOLDINGS, LLC
PO BOX 688
BRUNSWICK COUNTY NORTH CAROLINA HAMPSTEAD, NC 28443
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
MISCELLANEOUS DETAILS
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Sheet No.
C-7