SW8880910_APPROVED PLANS_20160115

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ? 8 0 c1 ko
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Znl�o 01 kS
YYYYMMDD

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1-800-632-4949
AVOID UTILITY DAMAGE
PHONE# [phone]
ISSUED FOR PERMITS
IKA WESTERN EXPANSION
FOR
IKA WORKS, INC.
NEW HANOVER COUNTY, NORTH CAROLINA
DECEMBER 3, 2015
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC Ua:NSE NO. F-1222
www.mckimcreed.com
SHEET INDEX
SHEET
FILE #
DESCRIPTION
1
G-001
COVER
2
CX-101
EXISTING CONDITIONS
3
CS-101
SITE AND UTILITY PLAN
4
CE-101
SEDIMENT & EROSION CONTROL PLAN PHASE 1
5
CE-101
SEDIMENT & EROSION CONTROL PLAN PHASE 2
6
CG-101
GRADING AND STORM DRAINAGE PLAN
BE,_-
9
CG-501
GRADING AND DRAINAGE DETAILS
10
CG-502
STORMWATER POND DETAILS
19
}2-
13
DA-101
OFFSITE DRAINAGE AREA MAP
OWNER / CLIENT:
IKA WORKS, INC
ATTN: BOB HARDIN, DIRECTOR OF MANUFACTURING
2653 NORTHCHASE PKWY SE
WILMINGTON, NORTH CAROLINA 28405
[phone]
PROJECT ENGINEER / REPRESENTATIVE:
RICHARD MOORE, PE
McKIM & CREED, INC.
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
[e-mail]
[phone]
iECE6v
DEC i 5 2015
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WESTERN EXAPNSION SURVEY NOTES:Wal
• Boundary referenced to Deed Book 2332 Page 115, Deed NEW HANOAR COUNTY
BOARD OF EDUCA77ON
I
L
I
i
L --- --
PARKWAY SOUTHEAST
NORTHCHAS
60' PUgUG R/W
n
Ni
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
-spm OO&T --UE ----� - --- �
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AV WE FACAR
251010B.SJ +
PARCEL B
NOW" T PARM A a PAR,'27 6
NOR7HCHASE
PARK OF CDMMERCE
SECAN I
MR 2$ PG IV
OP47 S Opy
v +' ELB 3
F EL 37j
AwEmME,nc+xw OF s
9M UE UE AM PA FB I#
UIVIM
Jan -
Uy ,r �N
/ -3t32- ---
Book 5127 Page 1010, Map Book 31 Page 293, Map Book a& Ian Ps aw "' mw
49 Page 53, references as shown, and existing field EASTERN SITE SURVEY NOTES: aabww 3401E
conditions. 1. TOPOGRAPHIC, SUBSURFACE, AND PROPERTY BOUNDARY INFORMATION
• This property is not located within a Special Flood Hazard TAKEN FROM W.K. DICKSON (WILMINGTON, NC) GEOMATICS DRAWING FILES, IN
Area. AUGUST 2011.
• Vertical Datum based on NAVD 88.
• Any and all developmental restrictions (Federal, State, 2. PRIVATE AND PUBLIC UTILITIES HAVE BEEN MARKED BY NC ONE -CALL AND WK
Local, P.O.A., H.O.A., Deed, Etc.) must be verified with DICKSON AND ARE SHOWN. UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN
HEREON MAY EXIST.
the parties responsible for enforcing those restrictions
prior to any design or construction 3. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. THIS TOPOGRAPHIC SURVEY WAS CONDUCTED TO 1 FOOT CONTOUR INTERVAL.
SEAL
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1RD A.
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC ENCIDEEANG Lit No. F-1222
www.mckimcreed.com
IKA WORKS, INC.
2635 NORTHCHASE
PARKWAY SE
WILMINGTON, NC 28405
80' DR,
M.B.28,
IKA WORKS, INC.
WESTERN EXPANSION
NEW HANOVER COUNTY, N
EXISTING CONDITIONS
1E0 OR
2
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4CNNSE
pKY SE
Site
VICINITY MAP
NOT TO SCALE
R/W
ROAD RIGHT OF WAY
EP
EDGE OF PAVEMENT
EC
EDGE OF CONCRETE
EL
ELEVATION
FL
FLOOR
RCP
REINFORCED CONCRETE PIPE
CPP
CORRUGATED PLASTIC PIPE
CIP
CAST IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
SSMH
SANITARY SEWER MANHOLE
SDMH
STORM SEWER MANHOLE
E
PROPERTY LINE
IPF 0
IRON PIPE FOUND
PKS*
PK NAIL SET
m
BORING
1Rl
ELECTRIC TRAMSFORMER
LIGHT
i
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UNDERGROUND POWER
STORM INLET
STORM MANHOLE
CLEAN OUT
SANITARY SEWER MANHOLE
SANITARY SEWER LINE/SIZE
FIRE HYDRANT
VA , r,-
WA TER METER
WATERLINE
GAS METER
GAS LINE
MINOR CONTOUR
MAJOR CONTOUR
DITCH LINE
BOLLARD E"C-'Vr=
r~I@4r {. tie 46
POST
SIGN
DATE: DECEMBER 3,
2015
MCE PROJ. # 01683-OD03
DRAWN
RAC
DESIGNED
RAC
CHECKED
RAM
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CX-101
HORIZONTAL:
DRAIMNG NUMBER
1._,W,
VERTICAL:
2
NA
STATUS: FINAL DESIGN �"p°"
NOT RELEASED FOR CONSTRUCTION
-7

>rt
No
IN WTI APPROA
I
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R3C
x v R2e.5'
EDfE OF
X
PA
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FI
RE IRE '�k� r/ l�Y
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v (PRIVA7E)� A, PAVEMENT
8' GOOD DRIB PVC 1
FIRE MAIN AND RPZ
R3W / f
i
R5'
\%' 9' 8' 0900 DR18 PVC 21.0' R2
R22W
k.
N
D® BOOK �2001 - '
17.5' 17.5'
PROPOSED DRAINAGE EASEMENT (TYP)j R30'
�RW 9' 8' 8' R
I ` /
A RV
� -RZr RV
R _
PROPERTY LINE (TYP) _ , R1a5�
R189.5'
PRIMARY CARE ASSOCIATES
DEED BOOK 2334 PAGE 288
PROPOSED DRAINAGE EASEMENT (TYP) IKA WORKS, INC.
DEED BOOK 5582 PAGE 141
E70SRMG DRAINAGE EASEMENT (TYP)
(V �\
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R13-S,
Cp'•
6
1Z5' e'
R2.V 1
R25'
R50'
PROPOSED rCUR, AND GUTTER (
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R20'
15'
18'
REMOTE FDC 5' STORZ
CONFECTION LOCATED
ON BUILDING
I
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IS r
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17.5'
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-/ EXISTINGsew�R MAr+ ! _
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R88.25' -
FLOOR
OVERHANG
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FOOTPRINT
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24.0'
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9'
21'
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9. _ _ _ __
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-
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NtOPOSED 5'
SIDEWALK 60'
PROPOSED ry �BL LDNO
W1VW SF
Imo'
- LEVEL LOADING DOCKS (2)
60' DRAINAGE EASEMENT -
M.B.28, PG- 151
TO BE ABANDONED
-DRIVE-IN DOCK
8' C900 DIMS PVC IKA WORKS, INC.
D® BOOK 5582 PAGE 141
- PROPOSED 5'
SIDEWALK
PROPOSED FIRE
HYDRANT ASSEMBLY I _
(PRIVATE) `.-
15' /-- PROPOSED DRAINAGE EASEMENT (TYP)
R13C
METALSSTOR)
BUILDING
EXISTNQ BULDNQ
IKA WORKS• INC.
D® BOOK ISODS PAGE 1223
ss
' 1
�
w I
i7
N/F
SOUTHERN PROPERTIES OF WILMINGTON. LLC
DEED BOOK 5590 PAGE 20M
1
PROPOSED STONMWATER POND EXPANSION
DUSTING DRAINAGE (TYP)
• lcam rs rsr
- - --••-••-••-••-••-••-••-•• _ EXISTING STORMW,IER POND
- -� - .. - .. - .. - .. .� - .. - .
,P
S'322'58'W :84.00' 1Pf
N/F
FEW HANOVER COUNTY
BOARD OF EDUCATION
NC 9Iu NIO
6UmOl�N
TXdK�EFF.. E
ETW4,'S.IH
SEAJ
v �
�243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC ENGINEERING LIC. No. F-1222
www.mckimcreed.com
IKA WORKS, INC.
CHASE
KA� PARKWAY E
WILMINGTON, NC 28405
WAN,
Nopffm
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
SITE INVENTORY NOTES:
1. SOIL TYPES:
MURVILLE AND LEON (HSG TYPE A AND B) SANDS
2. THERE ARE NO CONSERVATION OVERLAY ZONES AFFECTING THIS PROPERTY.
3. THIS SITE IS NOT IMPACTED BY ANY HISTORIC OR ARCHEOLOGICAL
SIGNIFICANCE.
4. NO CEMETERIES WERE EVIDENCED ON THE SITE.
5. TREES ARE LOCATED ON SITE AND WILL BE PROTECTED PER PLANS AND
NOTES.
NO WETLANDS HAVE BEEN FOUND ON THE SITE.
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE
SITE.
8. THE TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA DESIGNATED BY
FEMA.
9. RESEARCH RESULTED IN NO FINDINGS OF PROPOSED THOROUGHFARES, BIKE
ROUTES, PEDESTRIAN SIDEWALKS OR TRAILS, OR TRANSIT FACILITIES AFFECTING
THIS PROJECT.
10. THE TRACT DRAINS INTO SMITH CREEK WATERSHED (CLASS C).
11. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER
COUNTY LAND DEVELOPMENT CODE AND IKA STANDARDS.
12. ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED, WHERE
APPLICABLE.
13. SITE LIGHTING TO BE COORDINATED WITH DUEK ENERGY AND THE OWNER.
CONDUIT WILL BE PROVIDED TO THE ISLAND AREAS TO PULL WIRE IN THE
FUTURE.
SITE DATA:
1. PROPOSED PROPERTY ACREAGE = 8.45 AC
ZONING DISTRICT: PD-PLANNED DEVELOPMENT
ZONING USE: COMMERICAL/INDUSTRIAL
ADJOINING USES: COMMERICAL UNDEVELOPED
MAX. BUILDING HEIGHT 40 FT
2. PARKING:
REQUIRED:
57,681 SF WAREHOUSE SPACE ® 1.5 SPACES/2 EMPLOYEES
(60 WAREHOUSE SPACE EMPLOYEES/2)*1.5 = 45 SPACES
36,812 SF OFFICE SPACE ® 1 SPACE/400 SF
36,812/400 = 93 SPACES
TOTAL MINIMUM PARKING REQUIRED = 138 SPACES
PROVIDED - 162 (INCLUDES 7 H/C SPACES W/ 3 VAN ACCESSIBLE)
3. IMPERVIOUS AREAS:
TOTAL EXISTING = 110,320 SQ FT
TOTAL PROPOSED = 105,323 SQ FT
NET IMPERVIOUS = 215,643 SQ FT
IKA WORKS, INC.
WESTERN EXPANSION
NEW HANOVER COUNTY, NC
SITE AND UTILITY PLAN
DATE: DECEMBER 3, 2015
MICE PROJ. #
01683-0003
DRAWN
RAC
DESIGNED
RAC
CHECKED
RAM
PROJ. MGR.
RAM
SCALE MAC FILE NUMBER
CS-101
HORIZONTAL: DRAWING NUMBER
1'=40'
VERTICAL: 3
NA
[TATUS: FINAL DESIGN RE��«N
NOT RELEASED FOR CONSTRUCTION

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GRADING NOTES:
1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE COMPETENT
PERSON FOR THE CONSTRUCTION SITE WHERE EXCAVATIONS ARE
IN PROGRESS. A COMPETENT PERSON SHALL MEAN ONE WHO IS
CAPABLE OF IDENTIFYING EXISTING AND PREDICTABLE HAZARDS IN
THE SURROUNDINGS OR WORKING CONDITIONS WHICH ARE
UNSANITARY, HAZARDOUS, OR DANGEROUS TO EMPLOYEES, AND
WHO HAS AUTHORIZATION TO TAKE PROMPT MEASURES TO
ELIMINATE SUCH CONDITIONS.
2. ANY DISPOSAL MATERIAL SHALL BE DISPOSED OFF THE PUBLIC
AND PRIVATE PROPERTY IN A LEGALLY OPERATED LANDFILL
REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL
REGULATED UNDER THE MINING ACT OF 1971.
3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND
OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT,
LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER
HAZARDS CREATED BY EARTHWORK OPERATIONS.
4. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROL
MEASURES AS INDICATED ON THE PLANS.
5. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS
OF THE GENERAL NPIDES PERMIT THAT THE OWNER IS
RESPONSIBLE FOR REGARDING STORMWATER DISCHARGE
ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
6. ANY TESTING AGENCY OR GEOTECHNICAL ENGINEER SHALL COPY
ALL TESTING RESULTS TO THE ENGINEER.
7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND
CITY AND CEASE RELATED EXCAVATION ACTIVITIES UPON THE
DISCOVERY OF ABANDONED GRAVES, WELLS, FUEL TANKS, OR
HAZARDOUS AND/OR NON -HAZARDOUS WASTE DISPOSAL SITES.
B. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE
FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ARCHITECT IF ANY DISCREPANCIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
9. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR
OUTSIDE THE LIMITS SHOWN.
TOP-35.78 I i
dB_15(W/I LID)
STORM DRAINAGE NOTE
INVI i S-
-37.84 IC ROOF NCDOT SM.
INV-29 50' F CONTRACTOR TO TIE-IN
3741 37.30 EP DRAIN LEADERS TO 48-15 80.31/840.54
37.11 EP
TOP-36.82
I . 3. I __ INVI 1. PIPE BEDDING SHALL BE IN ACCORDANCE TO STANDARD PIPE TRENCH
FOFEBAY
OUTFALL-2
INVI
CONCRETE *L! ENDWALL
24* RCP 91V-32.9e
To
Ep
37
39"0
To
EP
I \ `-------- - --{ ---- 3 34V - --27
-3
F
80
40 7C -,META STORAGE
3Lgo CIA BUILDING
A�
-3LU a T0_1 ____"3ftL"14 EIPC 3LW 11PU
T
71
Ep
CB -I
NCDOT Sm. - CB-14
X90 EP----
W.01/840.03 NCDOT STD.
�=­zil��- - - - _.
TOP-35.99 840.01/840.03 - - - - - - - -- - -
50
PFKWOM 61XIIIINNA7M POND
INVI TOI - - - - - -
DETAIL OR AS DIRECTED BY THE ENGINEER.
2.
STORM DRAINAGE PIPES SHALL BE NCDOT STAMP APPROVED REINFORCED
CONCRETE CLASS Ill (C-WALL PIPE) WITH 0-RING GASKETS OR
ENGINEER -APPROVED SUBSTITUTE AND SHALL CONFORM TO LATEST
ASTM C76, C361, C443, AWWA C302, AND USBIR SPECIFICATIONS.
3.
STORM PIPE JOINTS AND WALL PENETRATIONS SHALL BE SEALED WITH
BUTYL RUBBER JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF
ASTM C 990, OR MORTAR AS PER NCDOT REQUIREMENTS.
4.
STORM CATCH BASIN STRUCTURES ARE NOTED AS -CB-#" AND SHALL
CONFORM TO NCDOT STANDARD DRAWING 840.01, WITH FRAME AND
GRATES CONFORMING TO NCDOT STD. 840.03. TOP ELEVATIONS
REPRESENT TOP OF THE HOOD THEREFORE FLOWILINE IS APPROXIMATELY
6-INCHES BELOW THE TOP ELEVATION PROVIDED.
5.
STORM DROP INLET STRUCTURES ARE NOTED AS "DI-#- AND SHALL
CONFORM TO NCDOT STD. 840.15 WITH FRAME AND GRATES CONFORMING
TO STD. 840.16.
INVI - 2- -
6. STORM PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE. STORM
-- - - - - - - - - - - PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND UNIFORM GRADES.
-
3'
?7- 7. IF ANY EXISTING OR PROPOSED STORM PIPES AND STRUCTURES ARE
- - - - - - - - - ---- - - - - - - - - -
27 - - - - - - - - - - - - - - - - - - - - - - 3 DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S
SDMH-2
MM-36.00,
INVI
30' 0 30' 60' 4
MWAVIIIIIIIIIIIIIIIIIIIIII =019 A ON
SCALE: 1"I (Horiz.) NORM
_1i - - --- - - - - - - - - - - - - - -
24.
R 7 03 0202--
_3 F;
- - - - - - -- -
- - - - - - - - - - - - - --
4
N/F
NEW HANOVER COUNTY
BOARD OF EDUCATION
SEAL7
04
IN.
AL
025503
%
%eft IN
* .......
A
41$4
MFMM & CREM
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC ENGINEERING LIC. No. F-1222
www.mckimcreed.com j
IKA WORKS, INC.
2635 IKA�
NORECHASE PARKWAY
WILMINGTON, NC 28405
SDMH-I
RIM-36.00'
INVI
-0- RESPONSIBILITY TO REPAIR AND/OR REPLACE THE PIPES AND
7 STRUCTURES AS NECESSARY FROM THE ENGINEER.
8. DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
- 9. THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING ANY
WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR NOT.
THE CONTRACTOR WILL ASSURE THE. PRESfAQF_.QNSLTE_Qk_ A
OUTTALL REPRESENTATIVE OF THE GAS COMPANY -WHEN - WORKING IN THE VICINITY
INV OUT-30.491 OF ANY GAS MAINS.
10. DIRECT ALL SITE IMPERVIOUS INTO -61E ON -SITE S-TOkMWATER WET
POND.
IKA WORKS, INC.
WESTERN EXPANSION
NEW HANOVER COUNTY, NC
GRADING AND STORM DRAINAGE PLAN
r
DATE: JANUARY 6,
201
MCE PROJ. # 01683-000
DRAWN
RAC
DESIGNED
RAC
CHECKED
RAM
PROJ. I
RAM
r SCALE
rM&C CG-101 RUE NUMBER
DRAWNG NUMBER
HORIZONTAL:
1*=30'
VERTICAL:
6
NA
ATUS: FINAL DESIGN r"SION
NOT RELEASED FOR CONSTRUMION

0m NACX E MIN iMT I: ■MN.Ip011a 11' •/- Is' TEM. Oq ORO �q 0m �q
X ION CLAN •■ LONCIEIE 1111011BNOIR. N N� S N N9 N
1w eLwnE F-D IOIPNUON ,HO Y F>
USE FINS FIN OwTMHOFEII OF THE 0011E EUe. <- Z aa� <. ZZ 49 RATE: USE TYPE "E', 'F' AND 'B" GRATE
q e®E! Fen Pn41e) Few M&L E. M. w EIE EtlET. -� HT q p a"jhE •'-e' .'-e• 2i<-- yq O UNLESS ORI6EIE MOM. � PeT P 2� ooxuEn PANDIT N 1=UWE) O Ay,-•0Me OE f• ■ILA W Ar it exRlMe. NQOV I'"09 N°COO DN09 N 6' U WW PAWENT
m011t �-Ei V V MfIVEM LCATCH WtlB PNI V-e•IN EP1x WITla 12' LLJdNZ gT-ey 0•yN-1,• 'j�'a" �-e LLJd N= M22m-xy LLJyN= NNEtlNa04 ff+(M + 6- (MIN
Z x A - IN x x xx¢¢ JI q1„UE IYw•E•, •F'AE •1'EMTE IELNO OTEWIE IWOINI®. W<LL•t- Og T 11414W�LL� x0�Q- �N��CQgEIE ( ffECCC.JJTTtt O- T Zq a" -�./� T ny m �1.�� q7,�. W V LL Z O
=Eo0 ---- r tlwNlw N00F THE"AEYW SMtFIINTIEI. F _ O I1 < O'-' Sg9p0 11 �FF'°'- < 00 Z40T W Z T I-x gW ZIF ~Z.$ O ` O 9 O O 9 = _ _ _ WICTZOR LL IBCIIOY - O "'c MINO RITE 00H10EENN SHsI E MN. 0. W.W-LLNJ 01+ 0N1..1 LL HEOx SINEIN1LAP r NEz R w nsawas ONMETE PRE N E, IN Nana ELN E MIN, AE m W q •g N r \ o f N N q �PIN r-0• E Ectwr a L!!A ION r WYL. ONw r-0• IN widw. uw g qpC -�� R '0 R g 001 - 'y� _ qrY + 1�7uax1a• MAUL m r-o• FEE Tv 8F sIILL N0 f• E41 Pw Tw IwMTNIw z NKT..:..:.I-I Kw .zl-HD-r Kw ere A A ALIGN ERNE YITN INRIDE �1 " ,D-I ATSP�wIRea:�ATPWNEN�
qo PWI X OOBTINICT MITI PIPE MEEN MTODM. 0-O ON LL Q Eu 4 pN EDGE OF WALL TO ALLOW - ENa Tla]Ioi
.. - SECTION X-X MPePw Au moND ANEW 1'. O Z . i e • LTBSAEOTBIWIX CAlM1eNNd81!$WNEB WQO z FOR VERTICAL ADANTEIT .w ' p0
N EMOTION -e NMNN NO m ONLE. + P ELEVATION WALL SECTION I-+- 2 1 /2- AND DEEPER GRATES
M9;:yi' - ' RISE E PUT NeEFria ow oo =^�1 c �-�� A RIGW PAYEIIEN7 B) ASPHALT OR RIGID PAVEMENT
ISCTIeM fffr-9---
�' WEYATIMI WIFIS - MN. a. W. -- � tCTIOM - M semen - Ar O
EPN sN. tl. 0tl.tl B W im .DIE °r.0• : 8'-0' OPTION LEE B A>h1ALr 4 + 6" (MIN AWOMLT N EDI.WD + 6" (MIN
In a Ter ELEVATION x m PLAN OF TOP SLAB SECTION S-8 -`- -� x y m FRATE,GRIRTE�t I100D ASB'Y `) p� ¢ 0. N NmNen D (MIN)
z i' - - s• A O z0 ELEVATION z L_K=
alL = p G q
r LL NDaMALMn AIoolRlaoN tBxr9RNFa LL C O i0 I < ............. .. , IEAwEo FDR
T
N .. ..°.'.. ! o2 z 9 N O CO N , - p. = 00 NXIM
CDIOCIE ... + •'..... D::: wAD(MW1R0. .... _. + y: era.�.91Y
MS :.'• °.'v . r : _ • TOP ELEVATION IOML iRn31 LIE Z q - z x .
L"M 0 0' ; < W e' E Y MAN m WIN 2 _ ,£ i^ ` AT EPoY ND�iIE '`ADMIIOEI ATeE
SECTION Y-Y °" �. m EVAE-E ,lo[xr D m. OEEOYBLA > "T E10 CT $ > -� _-- o a a TI4• = o Q0 2.1/2" CRATE DEPTH -
C i 1 ¢<Yy = Q F = C) ASPHALT PAVEMENT D ASPHALT PAVEMENT
�, 0 JJ�� rNT1L. ,: .-:.:: i c < Ir c'f o .j_ Evusxw JouR - " <O < ac �Y G SECTION - AA
T r
= T SECTION J-J rm..�:: •'.:.�::�: !'-:+�.�.: �: � L% � S 0 M BASE 'u• ,h• \-mEAEn Wrier LIE � V � o � � f REQUIREMENTS:
a raEEaroaNxW,® F ELEVATION F F N
0 a L(�N .p'I��
m T E RECTION B-B B 1� GO y' N 0 Y N D L B "A API = c 0 O1 DTHTR 2-1/2. OR 6• DEEP GRATING IS ACCEPTABLE FOR STANDARD HIGHWAY (HIO
y
M s •E ILT m SECTION R-R DOWEL xOIOMLCIMEAtEOURBl ON s1�OPAEs V p u Z
M N wEEQroeFr9ENu® x M x M fD J AAE PW O SEE DRAWING NO. 101)9�6. HIGH
M Z a. wtlEamaFPe eLNEo Fy N ABOVE. THE INCH SWAP CONCRETE
G q ZZSECTION
= E J m = W® 0M[w1 AE J• FE oa[ RAIOI OAON 1AfE w M. MOUNT. • SUM a OVER)- E m J SLUMP CONCRETE BALXFILLLOADS GS REQUIRED. MATH THE THE GAGES IN TA13LE ENVELOPE EI(TENDING A MINIMUM
-: m In>aetaN a 1E AIDPRE ION w w.Ytl. EOtl. A 1E EIOK RNa01ED' OtlwTtaM MUST PROVIDEBEYONDOF 3 INCHES A NRNM 750 psi COMPRESSIAS VE STRENGTH.
0 ----- ----- .I I :: 2 O PIw JA
NM°E FTN-pIM .. M p1B W >, D • 0 • X JEF w. LEMON Me. LSEEHX tl. LNBLII ltl. AN INN COtl. N Oasne C.N. e.c. W O 9 'a ----.---SW &L 6 FOR INSTALATONS summm TO OCCASIONAL UGHT YMCLE (LESS THAN H10) LOADSA Ie• '-r 9'-1• -- - Man a.tl1 a.m 1.1M O.Otl 0.010 f O,a• '-r a'-0• .. .. .. .. .. .. 0.tl, O.aB a.m t.s•• O.=I O.Y•T 2 BEIECT GRANULAR BACKFlLL MAY BE USED. HOYIEVTR. 7XE ORAXI MUST BE SET w A
2'-0' I'L` .0 LL TRENCH MADE ENOUGH TO PROPERLY HAUNCH THE PIPE (TYPICALLY D + 367 THE
I <'-r s'-a• 0.wt o. ism t.aa• O.Na a.m T_I S" ki I w >" � GRANULAR BAMILL MIST BE A CLEAN. NON -PLASTIC. MAIL GRADED MATERNAI-
'--r -0 a.E1 O.NI 1.aW 1.•tl a.ON MAIN 91h"I '-0" 3% .j>N" COMPACTED TO 952 SrANDARD PROCTOR DENSITY.
'tl•'-e a'-4" •'-a' 4 1'-e° ° Y-1' a •'-1 N0.10 0.a4 O.MEI 1.100 M.11T o.122 Y.IM' ::tl• -r r-10' •A 4 r-0 . •-, a a'-t• N MANY 0.•10 0.0E 1.04 2.a10 0.1m D.MT SBTZOM - NL ° � " „� I I O3 WRING INSTAl1ATXN, RECESS THE TOP E 111E GRATE I//• BELOW THE FESHED a" -r a' -a• a -a a t'-1• a a -a a Y-a tl o.,tl O.aN 0.aw LIE e.atl o.No a.an '• �Jlf I GRADE OFM' '-r 0'-r a-1 . r-a• • a -a a -f It O.tA 0.a10 0.0aa a..ta a.N 0.ata 0.•nI E 2 NAIL BRDWITEB ETIIOD 1 p: Y Y E Y w -r r-r -s a -0 a -s a -a n 0. 1 0.•N o.tl9 p.0tl a.•tl 0.r D.wY OF Y I OF z B , E Y 4O PAVEMENT DESIGNS AS REWIRED FDR LOADING CONDITIONS. FOR REINFORCED
840.01 OF III CONBTMICTIOI LLAR P 840.01 840.01 O® PE .aE ORIC rwp s ONION RVOPr Fw Pao EErt 640.01 640=03 Y000 6lYATIeM @EcrW M 840.03 CONCRETE PAVEMENTS, CONTINUE THE REINFORCEMENT OVER THE SLOTTED
DRAIN. FOR INRDNFORCED CONCRETE PAVEMENTS, MNINUM SHNNKAGE STEEL
0 D ■ T N Z 0 0 IS RECOMMENDED.
0y GENERAL NOTES -- ---I oq 0my INSTALL ALL STEPS PROTRUDING 1^ FROM INSIDE FACE OF STRUCTURE HALL �q 0y SOLID COVER SHOW PERFORATED. PERFORATED AVAILABLE �q (3 HEAVIER WHEEL LOAD S DICTATE THE USE OF A MINIMUM 6- DEEP GRATING AND
N N IF SPECIFIED. N
C-1 USE Owe PE HINZ" COPE m STIEBM CONCRETE. INTERNAL ON. MIN. YIN. CIRCIiBETRAL FD` <'_'1 STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR TNTERIALB FROM THOSE WHOM MAY ALSO E USED PROVIDED THE CONTRACTOR NAS FURNISHED a Z-.4 STATE USE OF SYSTEM ON COVER <y TYPICALLY A LARGER HIGH SLUM CONCRETE TAEEDMENT ZONE. (SEE ORAMANG 10(8736)
FNq Z COHOETORIO `<3 THE ENGINEER WITH DETAILS OF f11E STEPS AND IM8 RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR iE USE OF 811C11 STEPS. G •� (I. E.: SEWER. STOW ORATE. ELECTRICAL) G FABRICATE, ASNEELE AE OMIN PRECAE MANHOLE COMPO6RS DIAMETER WILL TRIP/ETIE AREA E CREEL 2~S q '2A ~ q L f
2p,9q ALCM AME WITH AUMM MINN. COME EDr[E I".) TH[OOEE SLAB TEM01ESs PM VEWTIINL FT. QOU �'-'o w Np V ROM-. y" 6 U
m2 Sy TIN.) (IN.1 (E. IN.) LLJ�NZ M2 �y �• LLJdN2 111$ -,y LLJyNZ
N -1 v AIO�AI TEM mA RI WI Eeiaa EA® 1z" o qs N Oogx M -4xy � OF COVER o00 - HIGHWAY WHEEL LOADINGS
yy �j -yy�o (qg� Cq.Z`y. C+MTEAkFI SLOTTED DRAIN INSTALLATION
M`E a • a 0.12 f ao� ?Tg�IRT �r 1- �L3�0'LFj g�m 8 fGIQOp to16fRBC710N PROOIICE BK OMMR Fa IPt er. DEII awE R/A
E WEE TE wOLE I8 ENPOBED, m WIND TRAFFIC. NETWRCr < F N xg00 ,- i < 1"I 2g00 A A B B < F N
NIT- THE TW E THE MINHOIE FLI N WITH THE MOM) AND A MINIMUM a a a 0.15 x Z W Z 9 m H-x •� W ZN9 T f W © CWTM IIaE 3-10-YL 01N )-,o-tl 100Ba07C
IT- E 9' NONE TIE iMND AT OTTER IDT/Ln=. • a 9 O.ta 1Ar~LLD ""OH WfLL�J ppyw /7[)`�/\" E�LL�J
OjDw LOU DE N E FILL m E'.0' FROM FINISH aMOE m 11P of g0 CO Dz X a gBOTTOM 0»� Ca $� 1 1
,<� V E5 K� a rS ' yLD-I Kw L------------ --I TT*L- !/!�( -JTT TIN
q0 tE ON. w THICIOEas 7 IRA THE EMBISIE OF THE W p by l 1 W O N0 W p
z wiW PORTION E TO 7EIDOMMI MAN. ALTERNATE CONE SECTION NIXON AM 0 z 0 z 0
• EDP MT E E[NOM7E�R MY E IBICIE If TOP MW HAS EN. AEA OF N,HL
SIDE
A DINn11aUISMANLE TOP AND NOTION. Is O.M M.- 1�" R.
mV . 2 W �MRIC calf LLLL:J�::JJJ���IILLJJJJ F P LAN SIDE P� ELEVATION BOTTOM OF COVER Th"
I.�IONxAt OF I F ELEVATION
,^ R.
D LOCATE MLL IEINFON®T '�rl
(p IN EMAE TOM E WALL ` q. PLAN OF COVER
.T
C X 0 G z ¢ C
UK ON. AREA E STEEL TH TOP IOU LL W p PLAN OF FRAE LL
SLAB w MW 9 s- as. erEv M. 2 w s q CAST IRON ulp" CAST IRON z ~ r IS V TABLE 1
EAGWAYIFIGI FACE •. _ "'I •'°�I 1'-r _ ^ O M Q w T'-11iX' O
z N 3 m 1 4" e SLOTTED DRAIN GAGE REQUIREMENTS Q
N x FLAT TOP SLAB �(Ip R TAL " C G. E9 x ELVATION ELEVATION " W r x z,
'r q MtlAOAAaM IiDW1PCl�ff) d RE W < Q q
m -f .M.N.ATO• < g r ' i'-1194^" R FOR HIGHWAY LOADS
9 A Coy CIS
SME IDE OF ADDITIONAL
tc YW:Pwm aaO, wa "MORAL a 6W1 IMIMfORV7j6 f ION. O Yi q � py� -Tc life' O V p �00
C b MANE OF SOMMI AMOMF L N.M CLEAR
E EERIE FACE)
AIM N . 0.12 M.°/FT.) S a •g 9 ^I x Ia WI dl i'-10�8" -`
CLEM E NOTION FAE)
m OT 0 m mWREB TTYP.) GALWv'DN. O F m O 0
0 PRAe Y V 'W < W f 'O JJ m 14" ' < dA s O 1• i TYPE Ot IN.
J x ere" �I ..IIrrII w W zo J // \\ �a5!"- �i ' I�~" m W DRAIN 2 1/2" GRATE 6" GRATE
m C Z MIDI A ■RATE MEE M. N•O.axq J
o I _ _ i '- NE AND GONER J t W T J C '- \ /� \ ALTERNATE 1 -io3g" J _ (in.) PAVEMENT PAVEMENT PAVEMENT PAVEMENT
____ FOR MANHOLE SAE E N z €L S 1 Iq. DIA ASPHALT CONCRETE ASPHALT CONCRETE
m - - _ii =_ 1 I n f 'a o 1 0 P=� SIDE PLASTIC p L`L C �I
-_- I �>''�j TA RMnTM0110®mc. Lztl $ T2' ELEVATION w 1C RT M / SECTION B-B
p y , „ , L ��yy��. ELEVATION
f Oe �• A" COMPORTE P a �� W 12 16 16 16 16
' 1.
$"':°:::::.>':':v::;y:'':o �1�aza.ol IF d% I sOb" 2' 01h" �\/� �\ YIXIYIN EIGxiS - LBS. 15 16 16 16 16
��"IIII 18 14 16 16 16
I ' LE EM. AEA E srEEL wBtIRED) DOVER - ip
IN BABE Sue E : w Aa REINFORCING STEEL
1 .______on21a°PD1 Ll1EM.______� W 12' u" I I 21 10 12 16 16
m POUT EACH MY C SECTION A. TOTAL -MAD
z - - - ---- AL ELVATION I NOTE: / 24 -- 10 16 16
`_ ' `• OFPOTMm 1Y" pO NOT UBE IN \ / SPECIFICATION
SHEET TYPICAL BANNOLE SECTION SANITARY BONIER MAMDLES. \ / CLASS so IRON YEETIE 30 16 16
F E ' ORATED INLET OPTION BANNOLE OPTION SHEET F OF I SHEET ' E 1 SECTION A -A ELVATION + a: 1 ET I OF I - - ASTN A-40 / O 1 36 16 16
840.52 840.52 840.6E 840.66 840.54 T� n 840.54
�y 214" OY 'O-'-�i E- w9 xME9 GENERAL E1w: i O� 11'1" 9,_S„ >
I<•• z DETAIL SHOWING TYPES TN' GRATES 2'-1104" < F<i- Y�� ,E IaAtl •e• w DANI T0E 1I.G. < z A<+• zy F <
EOo USE ACCORDING TO WATER FLOW. III" � Sic O Fgio PewtE AumtWEls ovw a'-s•Eortx mxetva ,s• �¢ ti EO 1„ DEPRESSION ��
N N • g N N$ 1 Tog" 9 - NOTES:
mCpT=y OOMM ° A,cpTNy I EOHER. ION TIPS EMlMI OwPLY NLI111N. MIN[IN MO.tl. 0Ow= LLJ'.
I„Iz� y OOgs I„12,�=y I m[wL mE{wmMI.OnTTEe Faw YIOTMrN w1N 00ETa Ar OOgx ,,,1 �=D 1'-17'a" 1'-E7•a" TRH OOLLSZ
y 1a- 0w1NP N wNDI®E LION NNLEE- gg y 3q INSTALLATION MUST CONFORM TO STANDARD DETAILS
RO M TrPE ^g^ TYPE "E" TYPE "F" A A T"� I B X -3309 Romig- X - I --� Nw FWM FN TIE aw.TMHOTIw E,w W11E WN. <8�0, gM �G-� G E i E ��3wg (DRAWING NO. 1008607C) USING 750 psi MINIMUM HIGH
< m o IF IELwM® mEEle mE Ie Er u1 WnML ave w a..m m ue rZ w o < W SLUMP CONCRETE BACKFILL
x 00 F-S~ W Z=QOm I N Na w 0N. E. NO.w. P-Z ZOpW Z=O0 �t N 1 0 1 1 I N=~
""$r-_-T _- - Ow1EICr E,N PRE NEM WATCHING. qOC „'IJ OON L N L_ _S E i_ _-_ _S LLN
• O O N LL f� 0 _ ____ J LL
n�9N �- og04 -- wrALLY®w19N00NATEE oq� s N r �0°� ® REQUIRES REINFORCED CONCRETE PAVEMENT OR A
y� CRATER FLAB SITE RATER FLAN 19Yg .ND� TEWENE. gD� iN
1 N , sErNL SAME MNIE. E A ENE1Y E, EEe Fw1 E w. 1r RIME N A K 9. _____________ _____________. WO �p PEON F,EDcwtlWw, AT FAE�INEENwIdr®ERE eEIww. Wo qNp �o dG DEEPER GRATE.
Z - - - - - - T ,, w = , MYiM ALL EDA® NYBP ,•. li 2 e LL G
B� 1$4" Y MUMIN xa maAE. SECTION G-G
------------------------ _
=� L'4WHI-h F�PLAN T PLAN ST RON 3Ec7IDN S-B s " CAST Ixpl 0 �YTe�® SLOTTED DRAIN
C W
'T_____'--'----y--"----------------- TV4" 214 L ¢ p IZ•1 m EIECEDO(IEIEMr&) ¢ m O m PLAN OF GRATING ¢ F CO N GAGE REQUIREM NTS
$ 0 WATER FLOE SAS WATER FLOW f O OC a n z Ter M.EVAnw 7 RIG
LL a6 P • l01 ~ 3E *0 2'-S CAST IRON LL z C0161RIIC110N PROOIIC'IS wwl W. oE.H1. m. W. WA N/A
mSECTION A -A i = /_� M. etl& ORATE.,e FW/E . o J z w o uE a O LaEWIa ONE: e-m-E orE: WA ,ro■nM
= N C f., N" x N VAR ,=-I �• w q r x 40
O PE "F" TYPE "E" TYPE "B" TYPE E Z I- 9 A a" _L E"T N i m a� Z o
g ' RAISED FLOW AM011 0 0 x W O C t 0
zyyEToo 7 <o ym4y °" ° °' der c-E� It- Yg" Lg" %. 2<a
z RAISED FLOW ARROW 244" 14e" XIETIf C O I c C L0) O 1" 1" 1" 1" ¢ q
. 0 m W is - W g II I 0 W-394" 2'.344 r�
cCo c ke" HIGH Q o ` o c O i �.! W F m 0 1�fa" - f- z^" yg yga $.
0 z Yg""I q N o tJ 0(_i- �.n�-n J- q z x
O Eyy� O O 1L �' -,p T1h" o~i 'v _ v DOWEL W _ a > F 0
iO T'L^ ' ,a` x ..0 m = : EN M= oo ma NOTE) MAI. PIPE TE6 Ew - 1!' "' = 1C iv p SECTION H-H 3,_2" • x p~,
6&1f,2 Tt� �" Jo m SECTION X-X SECTION Y-Y S C) r ®� r4 H
1ih"R w s i s DIMENSIONS AND QUANTITIES FE DROP INEr(WVED a M. EIOR, xl w f.1 0 y 2%" n. �� 2% �� g d 3
1'g" W LL D� IOB OF NDI a PIPE RABIC YAES 0®OI 00 FOR 3'-T " N N 2r_T n N N C
2'-R1i4" 2'-T T�4" PIPE INN WIDTH ME. MIGHT CAE. IN MINI OE PIPE
yy 1 sue" D A 9 x °OTTE WALL PER O.N. R.O.
12• W-0• E•-o• .D o.= 0.ae 0.1 o.ota o.oee 0 S, O„ 2, 6" LL
1 �(" SECTION A -A
,a" -a 0.atl D.Ea o.oE SECTION E-E SECTION F-F
Tb" ,s -e o.7rW o.oE o.oN
TYPE - F w SECTION A -A Y E Y 1 E, �°- a-D a..,. D.DE a.m / E 1 1 E, , a, LOADING DOCK DETAIL
TY� S p.I ao a-o -o a-e o.zn o.1m o.Ea o.oE O.1YT
840.03 840.03 840.14 840.14 840.16 840.1E
NOTE: THE USE OF PRECAST CONCRETE STRUCTURES FROM THE CORRESPONDING NCDOT ROADWAY STANDARD DRAWINGS T
IN LIEU OF BRICK IS ACCEPTABLE. 36.4E 36.9E
M 35.47 34.27 BW 34.27 BW 38.08 TW
/sP/ r -7�/34.23
38.10 TW
� ,�., ,...,•,--.,,o.. - BW 34.27 BW
Dvg AqM
WWWWR
BLOCK WALL 737.74NN:
VEGETATE ENTIRE SWALE 34.27 BW
INSTALL EXCELSIOR MATTING ON
DEPTH MAY VARY PER GRADING PLAN 1. OVER-EXCAVTE CHANNEL DEPTH 0.5' TO ALLOW FOR�-
BOTTOM AND UP SIDE SLOPES.
SEE RECP DETAIL THIS SHEET. SOIL SULKING (DURING SEEDBED PREP) AND ^ LOTTED DRAIN
SOD/VEGETATIVE ACCUMULATION. Ta
aMnX«,...-L Jrt m„Wd"r-evY. 3NOTES: .
2. VEGETATE SWALES ACCORDING TO SEEDING +" 1. USE EXCELSIOR MATTING (OR APPROVED EQUAL) AT A MINIMUM FOR PROPOSED
LDING
'.-H-+•�•- -'-"eAdi ""'" THE ROLLED EROSION CONTROL PRODUCT ON SLOPES AND BOTTOMS 28 %SLOPE FLAT r \ FLAT BUILDING
SCHEDULE IMMEDIATELY UPON COMPLETION. -k*- - + OF DRAINAGE DITCHES AS INDICATED. AREA AREA FIFE: 36.60E
(MIN) 3. THE TEMPORARY LINER SHALL BE PLACED ON THE a" „bd _ ,r^ 2. STABILIZE WITH PERMANENT VEGETATION WHEN CONDITIONS ARE
1 1 BOTTOM AND UP THE SIDESLOPES; MULCH AS
3 NECESSARY. '� �,�"'�'�`�w�'�"rm SUITABLE FOR ROOT ESTABLISHMENT.
I� 1.0' -J 34.110 BW r tl Iv
BLOCK WALL
P . b - -. A•4.N r 35.47 34.27 BW.
g 4 MATTING THE ARY LINER SHALL X b'- w•r ;„per
"`�-� � 37.10 37.92 � � 38.24 TW
E -
6 5. FOLLOW MANUFACTURERS INSTRUCTIONS WHEN _ a< �=--�Mn6'vrly.
a INSTALLING LINER. 34.27 BW 34.27 BW 1
w MTFi DSM a,rtM F/W,✓.,u•YJb- wr.1(� 1 S
1n L O•y' Wu,i•su^-M9 S fi/rte.•Y�"..^•T^1lYWI.. Mba.Y M.s b!'.'•" IL.r•W mm,i-s bA ^aMd"�,M1almlmv.
oM1'W •+qk»li'
26A 38.60 TW
^ .�WM.•y,-Im wMW 4 M M w iN a MM1q 34.27 BW
r� w » . "rw , -�.. , .TN,. rt� 12' 34E
" PERMANENT GRASS SWALE `� "0.�"
NOT TO SCALE 241 46'
ROLLED EROSION CONTROL PRODUCT (RECP) 70'
NOT TO SCALE (NCDENR PRACTICE STD. 6.17)
mSEAL AAAIITI III TIN ' SEAL AKA WORKS, INC. DATE: DECEMBER 3, 2015 SCALE /NBC FILE NUMBER
HI .�` .( 04 ��, ' INC.CE PROJ. # Ot6B3-0 AC HORIZONTAL: vG-501
V AKA WORKS WESTERN EXPANSION E DRAWN RAC DRAWING NUMBER
O
`% 2635 NORTHCHASE NEW HANOVER COUNTY, NC DESIGNED RAC 9
W = t 025503 e c 243 North Front Street IKA
CHECKED RAM VERTICAL:
_ ° F Wilmington, North Carolina 28401 PARKWAY SE PROD. MGR. RAM NA
4 NGINEF ��' Phone: [phone] , Fax: [phone]
Ro A WILMINGTON, NC 28405 GRADING AND DRAINAGE DETAILS
- ,//NIII fill t1�AAAA 3 IS
g REV.NO. DESCPoPnaNS DALE NC oi881EE>WHo LAC. No F 1222 STATUS: GN REVISION
nNAL RE\ASIONSwww.mckimcreed.com NOT RELEASED FOR CONSTRUCTION
in -

TEMPORARY POOL 30.80'
FOREBAY POOL EL (NVy4) = 30•0, ... _
o 1
1 tV o
SE[
BOTTOM
1 10 FT
VEGETATED SHELF
10.1 SLOPE TYP.
10'
FOREBAY WEIR
EL 29.50'
UU I LL =
- 27.00'
PROPOSED OVERFLOW STRUCTURE
(SEE DETAIL; THIS SHEET)
EXISTING TRASH DEVICE
TEMPORARY POOL- 30.80(SEE DETAIL THIS SHEET)
_ PERMANENT POOL EL .(NORMAL WATER, SURFACE) 30.0'
o VARIES `
�1 ao 1�
SEDIMENT CLEANOUT EL. 28.00'
... ... ..
-I POND BOTTOM EL= 27.00,
i
FOREBAY AND WET POND SECTION
NOT TO SCALE
12" PVC PIPE
10'
TOP OF DAM
EL = 36.00
SPILLWAY EL = 35.00
EXISTING
EXISTING 24" RCP
INV=30.51'
THE SIDE SLOPES VARY - THE EXISTING POND
IS TO REMAIN AS CONSTRUCTED; THE NEW SECTION
OF POND TO BE BUILT USING 3:1 SIDE SLOPES
TOP OF SHELF EL 30.5
--I I --- - HOLE DRILLED AND SLIPPED
BOTTOM OF SHELF EL 29.5 3 OVER EXISTING 8• PVC AND
1 DRILLED CAP.
I!` 0
LITTORAL SHELF PLANTING PLAN � � ,
CORED 12• PVC SLIPPED
CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE O OVER 8" PIPE AND
LISTED SUITABLE SPECIES FOR THE VEGETATED SHELF. - POND BOTTOM O CAPPED
GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL
PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND `' A 0 A STORM ELEVATIONS
NO PLANTS SHALL BE PLANTED WITHIN 10 FT OF THE
OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR EXISTING 8" PVC. 2-YEAR = 31.62'
VEGETATED SHELF ARE: ARROW ARUM, BLUE FLAG IRIS,
CANA LILY, AND PICKEREL WEED.
�1.5• HOLES 0 10-YEAR = 32.25'
DRILLED ON 8• CAP WITH 1.• ORIFICETO
3 SIDES AT THE SPRING LINE 25-YEAR = 32.69'
LITTORAL SHELF DETAIL FOR EXPANDED POND
SECTION A -AA -A ORTO EXISTING 1.75• ORIFICE
NOT TO SCALE J BE MODIFIED TO A 3 00' 100-YEAR = 33.69'
ORIFlCE AT 1HE SPRING LINE
BEFORE YOU DIG !
CALL TOLL FREE
WITH 48hr NOTICE
1-800-632-4949
NC ONE CALL CENTER
PROPERTY LINE
L-30.00,
TEMPORARY POOL
ELEV: 30.80'
SIT 28' 07•
S25' 08' O8•E_
26.23'
PERMANENT POOL
ELEV: 30.00'
S17. 28' 07"EJ
L=30.41,
ro
12" PVC PIPE CAPPED ON EACH END
WITH 1.5" HOLES DRILLED ON 3
SIDES EVERY 4 INCHES ON CENTER.
89 PVC OVERFLOW STRUCTURE
EXISTING CONDITIONS
NOT TO SCALE
i " ;I i
aD( IIII i i
s72. 59' a2'W 50' DPAWAGE F-ASENMEl4r I I ICI I III I ;I au4¢
/ _ - _ U.6,28, PG, 15N I IIIIII I III 11I I' !'I EXISTING
81.63' -F. 3. I I III I N I ppl
I��� I I i I -III-
BUILDING
-EXISTING EMERGENCY
SPILLWAY. RE -SEED AND
MULCH ACCORDING TO SEED
SPECS. SEE SHEET CE-501.
EXISTING 24" RCP
OUTLET BARREL
a
-4 FT -
TOP
a
WET DETENTION POND Nl
1. TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN
POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY.
2. SEE SHEET CE-101 EROSION CONTROL CONSTRUCTION
OPERATIONS TO ENSURE SEDIMENTS DO NOT ACCUMULATE IN THE
FINAL POND AND FOREBAY.
3. SLOPES ABOVE PERMANENT POOL AROUND THE INSIDE AND
OUTSIDE OF THE POND SHALL FOLLOW SEED AND MULCH SPECS,
SEE EROSION CONTROL NOTES, SHEET CE-501.
NOTE: THE ORIGINAL DESIGN OF THE STORMWATER OUTLETS WAS BASED
UPON NGVD29 WHICH IS APPROXIMATELY 1 FOOT HIGHER THAN NAVD88.
THEREFORE THE ELEVATIONS OF THE INVERTS APPEAR TO BE 1' LOWER
THAN ORIGINALLY PERMITTED THROUGH NCDENR-DWO.
TRASH RACK -
/5 REBAR SPACED
4" O.C.
TRASH RACK 24' RCP.
#5 REBAR SPACED 4. O.C. a
RISER RIM EL 30.80'
- 4'x4' REINFORCED CONCRETE
RISER BOX (ASTM C1433) <
° e< 4
OUTLET INV 30.51'
e '
FRONT
POND MAIN BAY OVERFLOW STRUCTURE
NOT TO SCALE
cwcl,1.��,�
- -- -_�
L=29.71, R=1s.33_ i \I1 , ; ; ;
�6a.o7 ��'N17 00' 18"w 18.15' \III� �jI�iII III I I IIw� ;`jam' .'
73.56' INVERT: 29.50'
9D
POFEBAY
L=19.42, R=56.91
SEDIMENT CLEANOUT ELEV: 28.00'
A-19.55 \
OD
BOTTOM ELEVATION: 27.00'
L_
INVERT: 30.Do'
I
\
I' I I = A
99.69 21. 235' 21•W 37 S72' 32' O6•W I I 'S72. 31' 20•WI I ! I I \
'23.60'
/
1 * 1 � i � �LI88 09,, R=62.52 110.25
L=51.56, R 60.41 '
/-�48.90 S74' 14' 22-W 1 I I I i 1, %!�0=16.57
58
2 27
- --- ----- - -
------ MAIN SAY - _--
SEDIMENT CLEANOUT ELEV. 28.00'� - \ 51.48'
17- _ BOTTOM ELEVATION: 27.00'
N73' 09'
SEAL
-34-
SEAL
4 0z 7
2l•
• AL
_ } 025503 s c
icy •...... '.,,p .
z CONIC.
I / I ASPHALT
37-
1110,
881■i■ •_ ` � w G • • i
wou�a
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC ENGINEERING LIC. No. F-1222
www.mckimcreed.com
IKA"
IKA WORKS, INC.
2635 NORTHCHASE
PARKWAY SE
WILMINGTON, NC 28405
� I ,
ooI /
�-.31 � I
cwc
l I/
i' ✓ `,,,
IKA WORKS, INC.
WESTERN EXPANSION
NEW HANOVER COUNTY, NC
STORMWATER POND DETAILS
\ n0�
EXISTING 24" RCP
,. (. OUTLET BARREL
e
SIDE
9�FIF_i
S73. 00' 00"W
12.08'
L=31.15, R 9.91
A__180.00 ..
EXISTING 8" PVC
20' EMERGENCY SPILLWAY
�3 POND OUTLET STRUCTURE
SEE DETAIL; THIS SHEET
2637168.88 E
23435.5 3.78
DATE:
JANUARY 6, 2016
MCE PROJ.
$ 01683-0003
DRAWN
RAC
DESIGNED
RAC
CHECKED
RAM
PROJ. MGR.
RAM
SCALE
MSC RLE NUMBER
G-502
HORIZONTAL:
DRAT NUMBER
1 •=30'
VERTICAL
10
NA
(NOT
TATUS: FINAL DESIGN REMSI«R
RELEASED FOR CONSTRUCTION

a Immatiuvi-I
IKA DOMBROWSKI PROPERTY EXPANSION
FOR
IKA WORKS, INC.
NEW HANOVER COUNTY, NORTH CAROLINA
0
0
v
Y�
�GENO OR �
2 y�
N�
a
v
GNPSE
PK SE
Site
VICINITY MAP
NOT TO SCALE
DESIGNERS PLAN CERTIFICATION:
I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and
Signature
Printed Name and Title
Date
Registration Number
PROPERTY OWNER CERTIFICATION:
"I (we) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization to Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the application ordinances and rules of
New Hanover County, the State of North Carolina and the federal government and its agencies
which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the
construction and operation and maintenance of the proposed facilities. I (we) will not attempt to
transfer this responsibility without the written authorization of New Hanover County."
Signature i !a&cTalL
Printed Name and Title Refika Bilgfc Managing Director iL7,T
Date 3 - t - 13
' CALL NC ONE CALL `
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID U11UTY DAMAGE
PHONE# [phone]
MARCH 8, 2013
EM7�1091
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC LICENSE NO. F-1222
www.mckimcreed.com
SHEET INDEX
BILE # DESCRIPTION
G-001
COVER
CX-101
EXISTING
CONDITIONS
CS-101
SITE AND
UTILITY PLAN
CE-101
SEDIMENT
& EROSION CONTROL PLAN
CG-101
GRADING
AND STORM DRAINAGE PLAN
CL-101
LANDSCAPE PLAN
CS-501
GENERAL
DETAILS
CS-502
GENERAL
DETAILS
CS-503
GENERAL
DETAILS
CS-504
LANDSCAPE DETAILS
OWNER / CLIENT:
IKA WORKS, INC
ATTN: REFIKA BILGIC, MANAGING DIRECTOR
2653 NORTHCHASE PKWY SE
WILMINGTON, NORTH CAROLINA 28405
[phone]
PROJECT ENGINEER / REPRESENTATIVE:
RICHARD MOORE, PE
McKIM & CREED, INC.
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
[e-mail]
[phone]
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w (\ I \ 1' w \ V of Commerce
� ��Section 3
I I I ► I 6\ < \ I co o MS 49, Pg 53
aV
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II II III II I I �/ / U �I►�I
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IIIII 11 / I I/ 1 1 III III I I / I / CPA I
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II,,�,��,IIII\II/II/I,�4I\I I I � a)I I IIII� 3(n; ° II Q(A
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(AI I 8b OS�9£.9l S
WW.L££
I __ �.— __ __ __ _ = 3 M
SEA,
Z4a North Front street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NO E!lQ MM IIM Na F-1222
www.mckimcreed.com
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HAN VER COUNTY, NC
EXISTING CONDITIONS
1/p DR
N�PSE
PKY �
Site
VICINITY MAP I
NOT TO SCeLi
40' 0
SCALE: 1 "=20'
2701 & 2717 Northchase Parkw
Parcels "C" & "D-2", Sei
Northchase Park of Corn
Cape Fear Township, New Hani
North Carolina
SURVEY NOTES.
1. Survey data provided by Talbot Land Si
December 3, 2012.
2.Boundary referenced to Deed Book 233
Deed Book 5127 Page 1010, Map Book
Map Book 49 Page 53, references as s
existing field conditions.
3.This property is not located within a S
Hazard Area.
4.Vertical Datum based on NAVD 88.
5.Any and all developmental restrictions
Local, P.O.A., H.O.A., Deed, Etc.) must
the parties responsible for enforcing th
prior to any design or construction
Le8end:
Existing Iron Pipe
O Existing Monument
DATE:
MARCH 8. 2013
MCE PROD.
I 01883-0002
DRAWN
KBE
DESIGNED
KBE
CHECKED
RAM
PROD. MGR.
RAM
Southeast.
n 3
County
P.C. on
Page 115,
Page 293,
awn, and
Flood
eral, State,
verified with
restrictions
CX-101
CONITAL
n'
NA�
MAV= MAW
2

r
J
101
PROPERTY LINE
v ��HE
�243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC D10011010 LIO. No. FT-1222
www.mckimcreed.com
SIDEWALK AND NEW,24" I�
CURB AND GUTTER
N �o *
0KY Site
VICINITY MAP I
NOT TO SCALE
SITE NVE CM NOTW:
1. SOIL TYPES:
MURRAYVILLE MID LEON (HSG TYPE A AND 8) SANDS
2. THERE ARE NO CONSERVATION OVERLAY ZONES AFFECTING THIS PROPERTY.
3. THIS SITE IS NOT IMPACTED BY ANY HISTORIC OR ARCHEOLOGICAL
SIGNIFICANCE.
4. NO CEMETERIES WERE EVIDENT ON THE SITE
5. TREES ARE LOCATED ON SITE AND WILL BE PROTECTED PER PLANS AND
NOTES.
6. NO WETLANDS HAVE BEEN FOUND ON THE SITE
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE
SITE.
S. THE TRACT IS NOT WITHIN A SPECIAL. FLOOD HAZARD AREA DESK;r'M BY
FEMA.
9. RESEARCH RESULTED IN NO FINDINGS OF PROPOSED THOROUGHFARES, BIKE
ROUTES. PEDESTRIAN SIDEWALKS OR TRAILS, OR TRANSIT FACILITIES AFFECTING
THIS PROJECT.
10. THE TRACT DRAINS INTO SMITH CREEK WATERSHED (CLASS C).
11. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVEF
COUNTY LAND DEVELOPMENT CODE AND IKA STANDARDS.
12. ALL CITY. STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED,
APPLICABLE.
13. SITE LIGHTING TO BE COORDINATED WITH PROGRESS ENERGY AND THE OWNER.
SITE DATA:
1. PROPOSED PROPERTY ACREAGE - 3.92 AC
ZONING DISTRICT: Odd — OFFICE AND INSTITUTIONAL
ZONING USE: Odd — OFFICE AND INSTITUTIONAL
ADJOINING USES: COMMERCI"NDUSTRIAL
2. PARKING:
REQUIRED:
30,000 SF OFFICE SPACE O 1 SPACE/400 SF
30,000/400 75 SPACES
TOTAL MINIMUM PARKING REQUIRED — 75 SPACES
"PROVIDED — 86 (ADDITIONAL 14 TRAILER PARKING SPACES
3. IMPERVIOUS AREAS:
E)LISTING COVERAGE:
BUILDINGS 0
PAVEMEM/SI�u KS 0
TOUL DOSTING 0 SO FT
PAVEMENT/SIDEWALKS TO ES DEMOLISHED — 0 SO FT
PROPOSED COVERAGE:
BUILDINGS 30,000
ON —SITE PARKING 69,875.4
ON —SITE SIDEWALKS 2.19as
TOTAL PROPOSED 102.074.2 SQ FT
NET IMPERVIOUS - 102.074.2 SO FT
I
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HANOVER COUNTY, NC
SITE AND UTILITY PLAN
40' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE:
MARCH 8, 2013
MCE PROJ.
# 01683-0002
DRAWN
KBE
DESIGNED
KBE
CHECKED
RAM
PROJ. MGR.
RAM
SCALE
HORIZONTAL
1 "-ED.
VERTICAL -
NA
rec FLE MUM
CS-1 01
3

vo�a,r_a% a -1on
Z
� � n
o II I I I I II I ' N EROSION CONTROL MAINTENANCE PLAN* s� pdcv�SE
I C14 ' Site
LAT 39 V 12' N 1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE IN CTED
tipI ` ( \ A L�� W Z AND REPAIRED, AS NECESSARY. EVERY SEVEN (7) DAYS OR EACH ^^
Lv pL K O O RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (as) INCH
m \ �' M 0a 4 , m n 3 0 2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINT NED
/ I co 0� s rn DURING ALL PHASES OF CONSTRUCTION UNTIL THE OF ALL i VICINITY 1 1 lYlA
O I II I I II j `, Ip � �� ' Apr r . 3 o CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HA BEEN
` II 03 I J /h99r � m STABILIZED. ADDITIONAL
IN ORDER M CONTROL EROSION BE IEIGNG NOT TO 3CA1$
rn
CA
SEDIMENTATION. ALL TEMPORARY _ REP
( 6� ' <` \ U7 PO W m Q I CONSTRUCTION IS COMPLETE AND DEVICES SHALL REMOVED
I O I. SF I I ' CONSTRUCTION
ESTABLISH CLW� OF DISTURBANCE AS SHOWN.
I pI I II I i i 3 SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT CE WHEN IT
'I I I I II \ INLET PROTECTION �N row BECOMES ABOUT a5 FEET DEEP. THE SEDIMENT FENCE BE �+ 2. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO
f/H (S 1►t \ (T�) 1 ' / Cm I om i� REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A ARRIER. M'� THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION' CONTROL
,1 I I M, a m c' Z m 4. ALL AREAS WILL FER11LIgD, RESEEDED AS NE /DID INSPECTOR, ENgNEER, AND CONTRACTOR SHALL MEET AT THE NEW
°;� HANOVER COUNTY EROSION CONTROL INSPECTOR'S OFFICE
i o (I _ -�__ ( I m I I �. MULCHED ACCORDING TO VISE VEG SPECIFICATIONS IN THE VEgT TIVE PLAN TO
o MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER
_ �p Q: 3 INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN.
Np m O co
1," ` -� J \ I o s STONE CONSTRUCTION ENTRANCE TO BE CLEANED SEDIMENT / CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTO
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRA ON 10 THE
F , FINAL SUB -GRADE IS ESTABLISHED. IF DIRT,1MUD GETS ON E STREET,
PAVEMENT. STONE WILL BE PERIODICALLY TOP WITH 2 INCHES � THEN A WASH RACK WILL NEED TO BE INSTALLED.
3g _ i' OF +4 STONE TO MAINTAIN 8 INCH DEPTH. THE SHALL
4. INSTALL PERIMETER SILT FENCE AND DITCH PLUGS, AS SHOWN. ALL
cn
'__`- y l _` _ - 9 �G DAILY REMOVE MUD/SOIL FROM PAVEMENT. AS REOUI EXISTING DITCHES WITHIN THE LIMITS OF CLEARING TO BE FILLED
n - _ I �-�� 2 - 1/ IMMEDIATELY AFTER INSTALLATION OF THE DITCH PLUGS AND PRIOR TO
m - _�_ ` 3 0/ 8. INSPECT INLE15 AT LEAST WEEKLY AND AFTER EA SIGNIFICANT (a5 ' ANY RAIN EVENT. PLACE DITCH PLUG AT DOWNSTREAM LOCATION. SHOWN
_ 6 \ 79 OR GREATER) RAINFALL EVENT. CLEAR THE ME! 1H OF ANY DEBRIS ON PLANS, AND BACKFILL TO THE UPSTREAM LIMIT OF DITCH.
W OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW SUBSEQUENT
II �_� 3 RAINS TAKE CARE NOT TO DAMAGE OR INNDERCUT THE WIRE MESH S. INSTALL TREE PROTECTION FENCING AND SILT FENCING AS NOTED ON
S DURING SEDIMENT REMOVAL. REPLACE STONE AS INLETPLANS BEFORE CW,J _' �^ �PROTECTION SHOULD BE CLEANED OUT WHEN IT I HALF FULL ADDITIONAL TREE COMMENCING ON FENCING AND SILT FENCE MAY BE
I I� I II i I I II \ / / 00Ln
.� 01
N. REQUIRED.
( ` I z N %) wl _` S S „ \ r I 8. COMMENCE CONSTRUCTION. GRUBBING AND ROUGH GRADING WITHIN THE LIMITS OF
m r� (A ' 1 m w ' r( 35 \ mow n , _ J g4 %
J II I IIIII II `I ( ! I I I(I \ IIII I II II ! CCQ0 mZ DITC`HPLUG`\ (TP�)!I
cnl t /
7. OOORDIATE DISCONFECTION OF EXISTING UTILITIES.oI AS NECESSARY TO 9. PROVIDE TEMPORARY STABILIZATION AND SEDG
0) IPREVENT EROSION. Oi CD
TREE REMOVAL (TYP.) GJ CA
� 10. CONSTRUCT IMPROVEMENTS TO EXISTING UNDERGROUND UTILITIES (WATER
` AND SANITARY SEWER).
</u \ SF } #4 0 11. INSTALL STORM DRAINAGE PIPING (DRIVEWAY PIPES AND
5- CULVES) AND
l p co / INSTALL EROSTION CONTROL MEASURES ASSOCIATED WITH THEM.R� � \� � \ a
w < 9 v' \ a 12. ROUGH GRADE THE BUILDING P THE REMAINDER OF THE SI
I� cn � / ADS. E 11E. AND
l-) 0- - - - - - - - - - - - - - - - - - - - - - - - - - - o f
OW
W m
m �m \� / 40' 0 20' 40'
MOM
SILT FENCE (TYP.)I ( //\--------_-�_--
II' \ ------ ---------SeAtE 1d-20`Iftrlr.)
/ \ \ CAw V' DITCH PLUG (TYP.)
CA
vw
I I I LylI �aE�P�p
IzcjlN -CA Z `' LO11M1�
� ( ) 1I1111 ..
w
.61YMM&CREED
March 8, 2013
Silt Fence Table
PROJECT: WA Dondbw An Pt itm
LOCATION: NEW HANOVER COUNTY, NC
SII.TFFNCE
DA (acm)
LF
mm1 T/4 ac p�100 LF`
�� ti l♦Ntip .
SF 1
1.75
755.8
yes
SF2
0.84
384
yes
SF 3
0.37
1 155
1 yes
SF 4
0.40
194
yes
SFS
1 027
163
yes
vN W ` C L / 3 THE ENTRANCE ROADWAYS
/ I I m W ) \ ` / / I Il l / I& PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED
UNTIL D UTILITIES AND PAVEMENT SECTION IS COMPLETE AND
FINAL GRADES ARE N STABILIZED WITH TTEMPORARVEGETATIVE COVER.
a N w O 14. ESTABLISH FINAL GRADING OF THE BUILDING PAD. THE REMAINDER OF THE
SITE, AND THE ENTRANCE ROADWAY.
`ip
I I II W ' ,w \ �I I \ !l 15. STABILIZE (FERTILIZE, SEED AND MULCH) ALL DISTURBED AREAS AS SOON
AS FINAL GRADES ARE ESTABLISHED.
it I I m 5; z$ 40
1 18. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE
-00) m 0 I I I / , `- - ` / / / / STABILIZED. REMOVE TEMPORARY EROSION CONTROL MEASURES
I / INLET PROTECTION z - - - _ �- 3 3 I \\ , ! °'
III (TYP.) =- - l� EROSION CONTROL NOTES:
LZ.L L S
<, , 3¢ \ p I. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
_ / w �9 / / J I I I / / w VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
Z5
`� SUBJECT TO A FINE LALr OF DISTIIIBAMcM 3715 AcfNESJ
SF #1/ _ / I� < `\ �, rrn \ I I 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION of THE COUNTY EROSION CONTROL
�
/ n (J ) I I / / ORDINANCE AND IS SUBJECT TO A FINE ANY BUILDER THAT0 W / Q� ' / ANTICIPATES THE DISTURBANCE OF MORE THAN 1 CUMULATIVE ACRE /
WILL ? / / \ \ / I / - STABILIAZED REQUIRED TO GET AN EROSION CONTROL PONT FROM NEW
/ / f I HANOVER COUNTY.
ECONSTRUCTION
< ENTRANCE (TYP.) 3. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21
11 / CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
CA ' ALL OTHER AREAS SHOULD BE STABILIZED WITHIN /5 WORKING DAYS OR / + (0 90 CALENDAR DAYS, WHICHEVER IS SHORTER. AFTER ANY PHASE OF C0 ACTIVITY.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
1 / / REQUIRE D B DEPAR REPRESENTATIVE OF THE NEW HANOVER COUNTY
1
\ / ' N) (D I / / / \ C i 5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
8. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UP ON BY FIELD
INSPECTOR, ENGINEER, AND OWNER.
1 j 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15
WORKING DAYS, ALL DISTURBED AREAS MUST BE SEEDED. MULCHED,
\ I ' _ CAND ONTROL TACKED
UNL.ESS WRITTEN APPROVAL IS GRANTED BY THE EROSION
O I I I / `r I W I1, I O I �' 8. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT THE CONTRACTOR
QD
SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION 11
j ISF #5 / I ( L4 CONTROL MEASURES J 9. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL
O I f U1 I J 12 BE COMPLETE PRIOR TO ANY RAIN EVENT.
I I /
moo=
Lq
�N
V �� n / I I 3_
. � Cu II .p
SILT FENCE (TYP.) le I \ II I I \ w" I I I I I r 3
II
- - - 3
N16037'02"W - SF #2-
drh--_-
-�OF
jag
46
�243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NO o,9nmLlw UM No. HL-1222
www.mckimcreed.com
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HANOVER COUNTY, NC
EROSION CONTROL PLAN
(PHASE 1 &PHASE 2)
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION
TIMEFRAME
TINDFRAME EXCEPTIONS
OrMM SLOPES
7 DAYS
NONE
HIGH WALM WATER Z@ES
7 DAYS
NONE
F SLOPES ARE 10 FT Olt
SLOPES STEEPER THAN 30
7 DAYS
LEN IN IN LETNOTH AID ARE
NOT STEEPER TNAN 21. 14
DAYS ARE AuowED
SLOPES 3:1 OR ARTIER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN OLD FT N LENGTH
ALL 07M AREAS MIN
14 DAYS
NONE (EXCEPT FOR
SLOPES FLATTER TIMN 40
PERMSEM AND NOW ZONIM
DATE
MARCH 8, 2013
MCE PROJ.
0 01883-0002
DRAWN
KBE
DESIGNED
KBE
CHECKED
RAM
PROD. MGR.
RAM
SCALE
Ire FILE 14041011
ICE-101
HORIZONTAL•
ORATNG MRIER
,•_W
VERTICAL.
4
NA

I
I
I
I
I
I
I
I
9kS .<
1,
(A
0) 'I i
II
o II
I
I � III i I
0
m
I, � III�II �oN
MM
III II II MM
M
I I I IIII �
I II
I IIII i
I
I iW
C4 ,
\ SEE SHEET CS-503
\ IFOR POND OVERFLOW
STRUCTURE DETAIL
I �)
to
M
M
00
i"9
CD
M
8
POND #1 (SEE DETAIL)
NORMAL POOL=34.00'
25-YR ELEV.=35.78'
TOP OF POND=37.00'
BOTTOM OF POND=29.1
40 -
-39-
38
' 36 invert (Upstream)
\� \� 37 � ( Start NodeI fwl Stop
9
-
= j0r"!
%4�CI
AD a %
-40-
- 3938 -�
37
Invert
I
Material
Diameter
Length
Slope
(ft)
(%)
stream)
(ft)
_(in) _
30
!Concrete
30
59
0.500A
-
31.5
Concrete
15u
109
2.40%
30.27Conaete�
-�
24
147
_1
��
0.50%
30.95
Concreter
24
64
0.50%
31.24
`Concrete
18 _-- _
96
Q50%
31.68',Concrete
E 15
28
0.50%
31.68
lConcrete
18 I
173
1
0.50%
_
32.47�
Concrete
--- 1-5- i �-
75 m
0.5096
31.24
iConcretel
15
40
9.40%
Elevation Ground i
Elevation Ground
Cover(Start)
Cover(Stop)
(Start) (ft) I
(stop) (ft)
(ft)
.
36.69
_
35.78 i
3.42
278
36.17 36. 36 69
0.75
f _
3.94
36.35i
36.69 ��
--
2.90
3,92
38.30
36.35 i
4.56
290
_._._. 36.85 (�
38.30
�36.85
3.17
- 5.06
36.71_
3.65
_
3.92
36.25
36.85
2.228
.67___
_
_
36.62 i
36.25
2.51
Z53�
I RAfM CON I MIL NOTM
Gam'
1. THE CONTRACTOR SHALL PROVIDE NECESSARY BARF
FENCES, FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR
AND PROTECTION OF TRAFFIC AS REQUIRED BY NCI
REGARD TO THE PROPOSED DRIVEWAY ON NORTHCF
K 0 o -02. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL
a)to - 0 (LATEST EDITION) FOR DETAILS OF STANDARD
CD n 0 0 SIGNS.
�0o3o�
CD I
I
IOT WITH
ASE PARKWAY.
DEVICES
IC CONTROL
lEj OR
P
VICINITY MAP IL, I
NOT TO SC=
II / 40 \� :,� . f. ; EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
/; h NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
/ DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
f..: 9. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS j0 OCCUR
OUTSIDE THE LIMITS SHOWN.
10. GRADING CONTRACTOR TO COORDINATE WITH EARTHQUAKE DRAIN
INSTALLER ON LAYOUT AND SCHEDULE. SEE FOUNDATION
DRAWINGS BY STRUCTURAL ENGINEER.
STOM DRAMGE NOTM
.: / ' FLOW DIRECTION / ET
< 1. PIPE BEDDING SHALL BE IN ACCORDANCE TO STANDARD PIPE
ARROWS (TYP.) l / TRENCH DETAIL OR AS DIRECTED BY THE ENGINEER.
2. STORM DRAINAGE PIPES SHALL BE NCDOT STAMP APPROVED
c0 REINFORCED CONCRETE CLASS 111 (C-WALL PIPE) WITH 0-RING
GASKETS OR ENGINEER -APPROVED SUBSTITUTE AND SHALL
r :... CONFORM TO LATEST ASTM C76, C361, C443, AWWA C302, AND
/ USBR SPECIFICATIONS.
( 0
is
3. STORM PIPE JOINTS A WALL PENETRATIONS H B SEEMLED
0 TS AND SHALL ESE LED
C.i. '; ... .. I
......::: ..... .: r. WITH BUM RUBBER JOINT SEALANT CONFORMING TO THE
':. I REQUIREMENTS OF ASTM C 990, OR MORTAR AS PER NCDOT
I ( EXISTING DRIVEWAY
" Cfl ENTRANCE AND PIPE REQUIREMENTS.
TO BE REMOVED 4. STORM CATCH BA IN STRUCTURES ARE NOTED AS 'CB- " AN
1. �i Oaf 1 S STR # D
SHALL CONFORM TO NCDOT STANDARD DRAWING 840.01, WITH
} { FRAME AND GRATES CONFORMING TO NCDOT STD. 840.103.
.::....:. • �: ; :� .:: ' N i CB-10 5. STORM DROP INLET STRUCTURES ARE NOTED AS -DI-0- AND
�.I
NCDOT STD. SHALL CONFORM TO NCDOT STD. 840.15 WITH FRAME AND
_o,':::::::.:::
M :::.:a�. ::w::.: I 840.01/840.03 ,,
rift
C7 TOP=36.62' $ `y" GRATES CONFORMING TO STD. 840.16.
_ �INV=32.86' �+_ 6. STORM PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE.
rn
I I I • .: CB-9 ; : �. ; ,': ;: o � I STORM PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND
I NCDOT STD. I J f UNIFORM GRADES.
'.
J II 840.01/840.03: / I
7. ��'�/I I IF ANY EXISTING OR PROPOSED STORM PIPES AND STRUCTURES I : `TOP=36.25' M� I ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
INV=32.47' I "' I I I CT1 Cn CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
II S PIPES AND STRUCTURES AS NECESSARY FROM THE ENGINEER.
\ 6 O 0 3 I34 I I I I� ' a I 8. DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
3 a ti 5p� _
7 I II v, i 9. THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING
{ I _ PROPOSED I I ' I ANY WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF
-_CATCH BASIN I ALL UNDERGROUND UTILITIES WHETHER INDICATED ON THE
- (-) _ _ - _-ili I --� DRAWINGS OR NOT. THE CONTRACTOR WILL ASSURE THE
=___ _ 1- - _� PRESENCE ONSITE OF A REPRESENTATIVE OF THE GASICOMPANY
- - L - -3J - - - - - - - ^\ ( I I I ) N WHEN WORKING IN THE VICINITY OF ANY GAS MAINS.
-� �-
SEAL
v� &
47 �243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC 0110NOJ010 LIC. No. F-1222
www.mckimcreed.com
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HANOVER COUNTY, NC
GRADING & STORM DRAINAGE PLAN
DATE:
MARCH e. 2013
MCE PROD.
0 01683-0002
DRANM
KBE
DESIGNED
KBE
CHECKED
RAM
PROJ. MGR.
RAM
SCALE
a&C FLE NUMBER
CG-101
DRA111106 NUMBER
HORIZONTAL:
1'-20'
VERTICAL:
5
NA

1.
/�\4fa eDAvvI

EXISTING GROUND
SCALE:
1"=10' HORIZONTAL
1"=10' VERTICAL
RESERVED
PARKING
SOLO
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND: WHITE
MAXIMUM
&PENALTY
$250
OS 20-37.6
COMPACTED BACKFILL TO
95% MODIFIED PROCTOR IF
UNDER PAVEMENT
V-6' x 1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN TO
READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL BOLT TO
WOOD POST W/ 3/8- CADMIUM
PLATED NUTS. BOLTS AND WASHE--
9" x 1'-0• x .080 STD ALUM. SI
TO READ "MAXIMUM PENALTY SO
GS 20-37.60. BOLT TO WOOD PC
WITH 3/8" CADMIUM PLATED NU
BOLTS AND WASHE
6• x 1'-0' x .080 STD ALUM. SI
TO READ "VAN ACCESSIBLE".
REQUIRED. BOLT TO WOOD PC
WITH 3/8• CADMIUM PLATED NU
BOLTS AND WASHE
PRESSURE TREAT
Q 4•x4" P(
FINISHED GRA
3/8" (TYP)
LEGEND AND BORDER: GREEN
BACKGROUND: WHITE
1. S GN DETAILS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION-
TYPICALEDMON-
TYPICAL HANDICAPPED SIGN DETAIL
NOT TO SCALE
NOTES:
1. DEDECTABLE WARNING PADS ARE TO BE INSTALLED
WHERE RAMPS LEAD TO VEHICULAR TRAFFIC AREAS.
2. DEDECTABLE WARNING PADS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION.
•TIL 0 . ■L\• ►., • ..
•
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM
CURB AND GUTTER OR AS SHOWN ON PLANS)
24" CURB AND GUTTER
(EVERSE SLOPE)
5EALLI
025- SEAL JI-�
%?IjCa� e*GINE
'1Rp A
6" CRUSHED
AGGREGATE
BASE COURSE
`�� ROADWAY PAVING
OPEN CUT WIDTH VARIES
PIPE
t/8•
1 /8" RADIUS
lt:�.i:Yl
(TO BE USED WHEN PAVEMENT IS SLOPED TOWARD THE
CURB AND GUTTER OR AS SHOWN ON PLANS)
24" CURB AND GUTTER
(STD SLOPEi
2.0' SF9.5A OR SF9.58 OR
MATCH EXISTING ASPHALT
SURFACE COURSE
CLEAN SQUARE CUT W/ TACK
MIN. 8" COMPACTED
ABC STONE BASE
COMPACTED SUBGRADE TO NOT LESS THAN
95 PERCENT OF MAXIMUM DRY UNIT
WEIGHT IN ACCORDANCE MATH ASTM D 698.
SEE PIPE TRENCH INSTALLATION DETAIL
GROOVE JOINT
(5' MAX. O.C.)
CONCRETE SIDEWALK DETAIL
A
1 /8" GROOVE JOINT
1/8• RADIUS (5' MAX. D.C.)
I
• a p;.. d, .dam n, ` e .'� •.
I e a '• ON
♦.
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
GENERAL NOTES_
1. A GROOVE JOINT 1" DEEP WITH 1/8' RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK
AT 5' INTERVALS.
2. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS.
3. A 1/2• EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND
GUTTER AND ANY RIGID STRUCTURES.
4. IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30'
INTERVALS.
5. CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS (MIN. 5R AIR ENTRAINED CONCRETE).
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
L4J Norm rront Jtreet
Wilmington, North Carolina 28401
Phone: [phone] ,Fax: [phone]
NC EN011111511111111111111 LIM Na F-1222
www.mckimcreed.com
3000 P.S.I.
CONCRETE
COMPACTED
SUBGRADE
3000 P.S.I.
CONCRETE
COMPACTED
SUBGRADE
6• CRUSHED
AGGREGATE
BASE COURSE
\ I 143 9 &1111Cd
1D
FACE OF CURB
4"
L ■�i,,
• •
fA/
9D'
ROADWAY PAVING
MJUNNICUM
l_►�_ •► •14
EDGE OF
PAVEMENT
CSE. PARKING SIGN
E DETAIL
CURB OR BLDG.i
BLUE ON
H.C. STALL
SIDE
�i7:Y1
•
oil I►a 1. 9;101 z 101 A ilkI
• WB w MDIDED FITFIM ME
AMWKE N TEES, WYM REOUCEM IS •Dm• AND
• Wf K&CI MOIDFD FMIM AND Wr PPE CAN •E
91A331RUIm FOR WER T IHF APPLIC041CM
CLEAN OIIT END CAP
AMW GRACE PER FR9E0 01MDE
NATCIION MOLDED wr
TEE FDT•JO
HDPEPVC 35 �I
6" WIDTH VARIES PER FLUME , 6"
L_ COMPACTED SUBGRADE
CONCRETE FLUME DETAIL
NOT TO SCALE
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HANOVER COUNTY, NC
GENERAL DETAILS
DATE:
MARCH 8 2013
MCE PROD.
/ 0/883-0002
DRAWN
KBE
DESIGNED
K13E
CHECKED
RAM
PROD. MGR.
RAM
SCALE CS-501
HORIZONTAL DRAWM: MAW
NA'.
VERTICAL: 7
NA',

p+r+ Dal • em •st••, •t•rr aeon W .)- W INM.
.^A x d m our r a•mn tlsen.w .a., yR S�e ptgo+ ==pp
<, leP e111am r Par r esatRarm m le •mr w. < < ,<.,~ NOTE: IITE T1TE 'E•, 'F' AM 'e• ORATE Fan
� Y Y , r • e;)trcne„m�=: m.. an .m°: r°o... ci � r r- `� r P„ee„p° u<re EW;f;MM NOTED. � P� P � YV NIA (fIIM■I♦R
YY .•.r p.r <�s�7e P A• O
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m Ttn Y, 'P' r Y •••e ran carer orate. J th• th' g� ---_ m tam a eeNN•iR elm •m1 a•Rle RIlN ON
tlR lam• on >" w R - S�_ T I.
• i a amnm m a M eaai !•OPIaTIm. w = 1p I 1 1 \ < 13 -
=w A malm oaotl• PI+l tl •E a aOna w a r, r m w �� Sw RrT \ � i F" � fF=•- < 11�� w
nM •0 a r. m. •a.e. w w _ . _
• � w - rax MAW tr m r.u. •te rx a finer m e SC ia+p�■w " _ _ N N � ..,
Yn� =AiYleaM11O,M,r�laellO ��� LLeNj i� A iI� . LL iTSOY �w Nrls� N��Ir ••
e•� nm X artaNr am POI oNs Mlaee. w , ,� w <,,,, a A ALIW FRAE m711 i1tlIDE t-
Z T aim" X-x .P.. ALL •N,ar e.lr.+•. � tNrAttoatlrtae•aa,totlAMa•tos.Am 8p °°$ o FOR Igo
vO riG�iL ATOOJUE�itEJlt �.: --{I t �o
s ,e e.wrr s s er•o m m.ea•. >a t•Uwrr .aL •etmt FLU Aft nli�is AT N tlNnt
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At &RAXWV�
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eat• � S �
om.:.:. < Rt l7 0
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4 tlDe,ALtarW eTEaaaoTs � � � � � L ■ � • • � O e d� � ANtllritl� �.
I vWeeman°•u•o J e
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_ _ •tsar otrrm r error r •so DAM ran •Am o m. tom • •m r w r;f -.1 {�� . '�
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A Te W 0 A a a a ■ • • M. TanN o. Tarr e. tsa V. w w ®. 'MNr' C.O. N.C. W = PL
a j.h
1 r- .. . .. .. .. .. .. .. .. .. .. o.M e.M e.M 1.1« a.r .r - a' e.M e. e.m lM 0.e1 e.«rr- s.M +.•o +.M o.M •..T-I_• • 'z « r-Y •.W •.M l.•e e.r 0.1a-1�',I _I °tar�. • . RIOMa ate•
sr Y- -a . +-r r- . 1'x f .-1 a •-1 sae •. e.M 1.M •.n1 Oda •.M --ll jam-'- 1
r. -+ . +-r r-a . • ..+ r-r n oea w+ a.r +.n• a.•n o.+m o.M O M188R 0•+1 Ol! r �A1M A MXBP�L !p1 SnroAlo NN1NN___ Y�110
weesrmawesv r• r- • . +. a a o.te a on o.m :.te •.m e.•q e.sn TTTTDt7W nE �r-ttNMI{OAOi OwNI 7NL MAC N TAM ty8_OIfA�N) Na 7YYtl/R NNM n• r-r r-r rx . . a a a -+ .. e.m esa •. e.na o.•n 61EW.GPf emu Iof « r r- . • a ar o.an a.r a. .m a of ! e S1N� 8M7Ql11 N NI 1K MXIBOMM A INKY
8a0pp.01 !!AS B!N 840.01 640.01 era r .M ma ea N• a ••,a rraa rTO teor l•mr 840.01 840.03 eBCMN r 810.08 Or j� I �� IM NNN SiYr ONION
2:1 •saaL IRII• r.r y D • r A. 9 O�i xmn: 9 OtR SOLID COVER SHOW PERFORATED. PERFORATED AVAILABLE
<. m •m rRI Some eWsnE o1ReEa Saone. I a1wAl =a. M. M. OOY ogrAw a 1= t� STEPS DDIF LL IRMO SIII onamoW`T®`"t7� eMnWF OAR 0 TE KALS W WALL. WKMM E IIMI wV ALSO I! US® PROVIDES THE COEaACT0a Tw RANDOI® f C IF SPECIFIED. w� ® NN AiNNs Y � 0 K I�I� YI�B 1IMN I0A0;
H PAR•IOIn! ANSS r tleW I,EOAUr Urlaa COLYM n snETa 1Ni TWI@orM ARIA OF Stet < THE WeriMB mill OErAru OF hE phirom mfen Am tab awrim mrrm APPROVAL FINDS THE E aI FDA THE use OF •tea STEPS. r m STATE USE OF SVIIM ON COVER IRM �MNNM OM70SL MAY W INN N 1 �N M�T M N AI
°�$ � AOTmId Inx Nett° RISC. tFr.) /1QOr•• eW Tltt,seae m van[C11. n. LL _ � � "° F,,,,' a %/� • (I.E.: e®T, mOTOI dV1IN. ELESTRICAL) Jai,; tl®101 Nilrl 701 a.Y IWNgI 7Ft (11FlOALLY 0 t �1K
1� �� NNW" INIf� 8L A 018ML Nal••IMBNi ��LL ONIO® Y11
w > A•esE RIm Ae MINE roan INTO M •lee WPM 1C ta.) ITO.) Ia. a.) O x w > O = TO� ~ -. • 1�N00101t o yyL PIa M 1v m M mrta e M Eesa. �Lx a Ely ^•�+ .yj/ IxL mwp y> 8 TOP of Daa �� IMIaAIO ON11Y.
�T�toa as M EmAi Ie EOO®m RO+o 1NMT0 DO•IEEr a l • 0.1! FW- OO ��HLm 1• YW-Lj O�J ?'•1 •S
zxt j§ Yj M e M d= Alet p1N M alY•U TOE A nIOrE • • • o.ta <z w z TezS$ T < w = A A B 0 < w ®OlNlli NRALLAIOL NBNj N. tW OF IM iN19 114' ■ION 1NL INNm
a eleAom M •SNNa Ar Doer laoAnm. iq z w z ii
• • • o.0 1�wWy iYy m1►m ow �� a1NNC OF t18 PM�IR
-1 LMT 0a1N a FILL m ar-r t•r Vasa •RIa m Te OF ea o
is
�-4 eeM ew. r « w « � > ®PA%WW DE1N AS I!!a� PAI VOA088100NN110NR PDR 187101IC®
" t M m. w MaTs r u M roan TO M ------- _ OMMM1�11��
Txrmr Panel v M m M0 EAU. ALTMMTi CGIi MCTIM ORION wH• 'j TON. Am errs p �� • p e , L_ 14" A _J L_ 16�,p YiNi �18 OON'i: M PA1�11% INMII) �KAM SIM
• Ta ser a •eala•Ben m SC aUl1e a TIP ow lw
A egs aeaENns Ta Alo emM. o,mnle ems 1��3 a e.e a°I ' ! I. P SIDE 10 A DD.
• ELEVATION BOTTOM OF O0WM is• ®NMMN Ym L0A88 NDfA1[ 1MM IIt OF A INMN 0' 0! �1N NO
Q ,.,®,,, v �a� ELSiDE at 4 ,• R.
TWWLLY A LA t NNN MW 0011N1L 6�R m8: "K NM�18 WMM
TO ®Ea Tt®v aaL
srI Cl�I t~ x a PLAM a cov®t
' " = emF'.a";: r m TO to L � � � �' y-�� g �ii � � PLM w PSA� is SLOTTED DRAIN INSTALLATION
RAa MIL',M FAN •. LOU. �t t�L +•-o• ,I I I g eIv w HIGHWAY WHEEL LOADINGS
CAR .,,Ye• e�
N
PLAT TttP SLY ) � 0 ELEVATION ELEVATION " � � 2,-1Se. � N/A
tw ma MIN. 6 • ® (.
n•.i ra pp ` OAm M FH RBL Bo 0.FJL SCNE r
�T SOUL 04l•`Aji• •t•ava.em Aee,raLL M e01 (pS `� 1 1'-11YS' �• n DOB �ZO-e2 OGC 7-1Y-SS iDD96D7C
C EM a erla Pr OZASOMwa„ aw a mT�l ` FACE) late A• . 0.1! a.•/FT. M BM W 1•-10 A
MDOCRAMiff
A ml�r .) AaJ• ) ate• t • e MLW F p / \ � � 3
v rrIL
ro C Jt� e0 1' TYPE •,T
C PUION • altTo - - N t71 , L i� °D 0 / \ �a7/ �
.-is I 4---
``�.` Aa IAIlI0.i SAE ,y PLASTIC w .�
o ,--�- _, ,_ RrA•tnr r i TABLE 1
____ f3fi BIDE
t >#� ELEVATIdI 1'_L�
, me. ELEVATION y \ALTENA
Vl} y Y-, � •:'t .:: ':' w }: i':'r :vF':'r':: �' _ �g•n. � COfoS1TE T \ ' /\ \ - ` .ND'raCOY S-0
-- _ -- _ _ m RIN AeQ a •Ta � "eY�) ��'�..' `. BINIEE EI.ES - LBe. � SLATTED DRAIN GAGE REQUIREttAENTS tJ
a anwomm aria r •�•• PRAHE - ,ES FOR HIGHWAY LOADS
120
FFair om wrL NSCR ------ ELEVATION NEE: @BMW A -A 1 � � MAL f CUM _
6 I _ ,e• I ES NOT tm a \ Lu�l / SPECIFICATION
SMITAM Rmll EVRtoL . \
BMIGN A -A AM A-`S 8a0.84
' MANY INLST OPTIM � ' ELEVATION tat � _ _ � txAes ao IRW TMrrNe t t
840.52 840.62 840.86 840. s6 840.84 TYPE as
p EY" ;! �� r v Iola Me: g> �� tl4• s'-G• � DRAIN 2 1/2"' ORATE So GRATE
DETAIL STIONIIIG TYPES OF GRATES
y�y tsE ACOOIDING To M761 t1ar. T�s_'I _� i^ DEPNEGaIat tom•
r-„y < w Y-� .. ar r e.•r1N Teen. -C w {� I` tT�
e p w m rllll"� oleo •I°al a0R1 a[1" an plea•• aM.n. tot _ w m t'S tsy
g m TYF! •G- TYFN ^a• TYPN •F- A I.T- $ 6$ x - I I x + M$ ,�'� , • ' " a _I� H F�� __ (in.) PAVEiIEM PAVDt1EM PAVEIt�iT PAVEMENT
= w > aaMaaa - ataaanaa Pa. r AlYeY a « r• oov AT x DIIA ASPHALT CONCRETE ASPHALT CONCRETE
r ally M are! TOY le •Ae.
_ �• �• -� I IBA• r-_ I a mom o•mte .aa n •n a •ante w a a. r m w < O� - e e 1 8 o E
m car tat le emSCOM a tan •arm w.
zw r>$yyI z.=i� « 1 G ` E I �o �� 12 /s 1Q 1s 1st
fl "" I€�O°'• C1 w -T medal elm .a[Ola•t aiaala. �w Wy �T�yTw_� Y
y� -+MTM FLEE 80 �- MTM PLAN II IG16" f ,� y� -- ' anlura®tn•N A•asemoneS®l. 'a2 i;�
14 is
�w----------------------� Y I•aaiA+r,:Ar�nal°yr`r0im100fA•Qet�l•"aaFl`�'in�m,. � %�° SECTION 0-(� t� i'.° •L.H F� !!No 21 10 10 16 1&
6 ++ __
T12• �• oTa aamPa n N1mrSC o PLAN OF FRAME o
1 MtTION S x ^ CART IRON
L m$
M
$ +MTM RM -y w � MTM FLAN f 3 0 4 `TOP ELEV T>a,M g r ' s a PLAN fOF G TIN0 $
R LL " m2
.. YCTIGM A -A Z (.Q. a WAIT .te Alm : J w
`• -F- ras -a- rm -a- tYP! - A N m + •� A -T M SN a M w a ~
a w w 0 �3g /�7�� 0 RAISED �FLON ARRDN • a r o r 6 a. 1.b• 14. 1'6" 1•b" ,3 NOTES:
W:
• C I 1 C 1" T" T 1 e
r Ya NIGH : IL 11
lfN"RAI�xlex�ON Amur i P � g I - O I .� a' " r w - (PwALLATION MUST CONFORM TO STMIDIARD DETANS
Q • ^ E G I W a ,1te s• ytiw ytiw ye" fie" '� $IDRW NO. 10066070 USM 750 PN t IN1111UM HIGH
DOIMEL Cj QSo BACKF LL.
p t w �• t O 6 .6 m s m ton nmtae One) M. raE aSC •r - lo- -T � M iv j p � SECTION H-H I �"e'-z �- I_i__ J. � �"" �• I : G �
• Q� SECTION X-X SECTION Y-Y o ' �{ � E RE 011IM S RONFORCED CONCRETE PAVEII BIT OR A
w Fall Ev IEsr aA®a lo»n x V $ 211- ,1-T-f 21�" TT 6 ` S DEEM GRATE
i 19("+V If - TL one a a m • PIPE OmC YII•• SNne1N m 't'
z 2•-11 T Y-11 PM SPM IBM m. sae. m m m Pan + a /1(• 2'-t W 6
t 1 tl2• T1" 1° A s xo.I. N.e. o - O
• tr s.m o.m o.r o.RIo o.or a S' 2'-S g
t1A• tIECTION A -A H• " °'0" SECTION E-E SECTION F-F
o. o.oe
r -o o.n• o.m o.m
.� TrFS F TrM . GNDTION A -A 840.08 840.14 -o o.m o.m o.r o.m o.to , , , , SLOTTED DRAIN
840.14 840.18 840.16
GAGE REQUIREMENTS
NOTE: THE USE OF PRECAST CONCRETE STRUCTURES FROM THE DNmEaDElI tee. R/A Tom, WA
CORRESPONDING NCDOT ROADWAY STANDARD DRAWINGS IN LIEU OF `-'°-°° ME- WA "0°G77°A
BRICK IS ACCEPTABLE.
DESIGNERS PLAN CERTIFICATION:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances end Storm WeRI . 'pgtj Manual."
Signature f iC Ir.
Printed Name and Title -
Date
Registration Number
PROPERTY OWNER CERTIFICATION:
"I (we) hereby certify that I (we) am (are) the current owner of the property and that upon
min
receipt of "Authorization to Construct^ any clearing, grading, construction or development,
will be performed in accordance with this plan and that the application ordinances and rules of
New Hanover County, the State of North Carolina and the federal government and its agendas
which are hereby made part of this plan As the owner, i (we) accept full responsibility for the
construction and operation and maintenance of the proposed facilities. I (we) will not attempt to
transfer this responsibility without the written authorization of New Hanover County." I
nwA.riO-
Sig,nahtre a /RadToA-
Printed Name and Title
Date
I
SEAL SEAL
. DATE: MARCH B. 2013
" IKA DOMBROWSKI SCALE"
,entry,,,
v PROPERTY EXPANSION DRAWN �2KBE DRIBIBISHORIZONTAL MAW
502
SEAL 243 North Front Street NEW HANOVER COUNTY, NC DESIGNED NAI
mmmmmmmmm RAM VERTICAL 8
Wilmington, North Carolina 28401
INE ,,,,��;' Phone: [phone] , Fax: [phone]
PROD. MGR. RAM NA'
A. GENERAL DETAILS
'ttnnuun`` NC DlOME10tlN0 Lit NL F-1222 C
TATUS: RlYtsott
www.mckimcreed.com ISSUED FOR PERMITS

'4_nl A
POPE DIA
F��
NON -WOVEN
FILTER
FABRIC
SECTION
NCDOT CLASS A (d50-4«)
or CLASS 8 (d5O-8')
EROSION CONTROL STONE
ON A 4• THICK LAYER OF
NCDOT #5 OR #57 STONE
RLINOFF
•�•i1=
Li- 1 I •' a Menm
•i �`�%�,
•siiG
• / • ill 1�.
7NCDOT
PLACED
EXISTING
TEMPORARY CONCRETE ...
SEDIMENT
POOLD3z �-OPDM HARDWARE CLOTH.
'-0-•� ..
FLUME
I�LI►�1�1
PAVEM
vr- •
1. LAY BLOCKS IN THE CURB OPENING TO ALLOW FOR DEWATERING ABOVE AND
THROUGH THE STOINL STACK BLOCKS AS NECESSARY TO REACH HECK OF THE
EXISTING CURB AS A MINIMUM.
FASTENED2. RONFORCE BLOCKS WITH HARDWARE CLOTH FLUSH WITH BLOCKS AND FLUME AND
TO STEEL POSTSON BOTH vIT 1.
UNIFORMLY2. ... THE STONE.- 1 THE TOP
OF THE
F •«
- • ♦ AM i - r
-'•1ECTIM,
STONE DEPTH (t)
AS N
<Nkbr,.
2-3' COARSE AGGREGATE
6' THICKNESS
PLAN VIEW
AS NEEDED (50. TYP.)
6' DIVERSION TO DIRECT
RUNOFF FROM R/W
>� Post
, TVMAx LENGTH 1
1 ITOP STRAW IBM. #14 DAUOE n
4• X 1Y TREWN LMED
w/ 1Y OF FIIILL ON A
�A�IC1� FILL N TOP
1. � FENCE (� USED) SHALL BE MINIMUM14 ROUGE WITH A MAM M
MESH Oi�fl!!1: OF 6-�MFIE.S.
L SYNTHETIC FILTER FABRIC OF AT LEAST RON BY WEIGHT OF
POUGLEF9IY OR POLYMER. WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLER AS CONFORMM 70 THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHAM CONTAIN ULTRAVIOLET RAY
WHOrORS AND SrABLM MS AOOOAmNG 70 AM D 4365.
3. SEE THE NC EROSION CONTROL MIBiAL FOR SPECIFICATIONS
!INSTALLING SEDIMENT FENNCE LOM THE SUCIM METHOD MACHINERY
TB'. SLT FMCS
NOT TO SCALE
r (N lOP �EA
iSETTLEMENT
F�
....... L4RTIM
aFm1
r AI1oVE
/ roa
oeS W
DITCH
.......................... .
..........................................
a
1.
BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS
OF CONS7Rl1CRON EQUIPMENT. COMPACTED RIDGE MUST BE AT
OR ABOVE DESIGN GRADE AT ALL POSTS.
2. LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.
3. oominiticiT SILT
LTT FENCE ONNDDO�WNSSTTR�EA� MSyM OF BML.
DUAL
NOT TO SCALE
TREE PROTECTION NOTES
- CROWN OF TREE IS NEEDED FOR LEAF
TO PRODUCE OXYGEN. FILTER 1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WALL
---oSrnNc TREE / l � wWIND. PROVIDE L S,
BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKER
APPEARAINIM
DO NOT oeFIGIX CROWN WITH TOOLS. MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
�
2. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT
I \� BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS
1 I SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IS CLOSE
PROXIMITY TO PROPOSED CONSTRUCTION. [18-457(B)]
3. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT. [18-458)
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON
'-ter STAKE
TREE PROTECTION REQUIREMENTS AND METHODS [18-457(D)]
PROTECM GRADE 5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
BAR - FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARgiITECT. [18-458]
A
6. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED
STRUCTURAL POCTS STRUCTURAL (ROOTS WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND
1 „ J% = N l ,rL� �L FEWER ROOTS FE]]7ER � LOCATED NEAR BASE OF TRUINK ARE NEEDED GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. [18-458]
1 1 'O�RIPLINEE! OF 7RIEEE REMIS A�K AT TO OVED, CSUPPORTOAL AM DMAGE
PROVIDE TREE WITH PROPERTY. SEE NOTE 2 e NOTE 4 7. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(C)] AND ANY TREES IN ANY
Masnx+E AND NUTINOM ELEVATION REQUIRED BUFFERS [18-456(B)1 ARE REQUIRED TO BE RETAINED. TREE PROTECTION FENCING
SEE N07E 1 6: NOTE 4
SHOWN ON PLANS DELINEATES TREES TO BE RETAINED.
POND 1 DETAIL
�1
OV EIRRAW STRUCTURE
(SEE DETAIL
-
10 FT
...
...
78MIORARY POOL EL 34,70' ... ... .. .
-
-
...VEOErAIED SHELF
law
_
-) I
0:1 SLOPE TYP.
FGAs ELE1l 33.0'
_I 11-_
. .
. POOL. d. 3400.
. ..PI.
... .. .. .. ...
0O.6 �IJ�
I
I _I
FOREBAY
g
MAIN BAY
=III=1 ( 8�-
I I M1 11-1
•
-�
SEDIMENT STORAGE EL MOW
I
I SEDBENT STORAGE EL MOO'
I I l i-III_ i-I 11=
�
ASM
I i
I El11=1 I I-
%OiMAYI
� t i• I
jI ;
2LI-I
I�
i t-I- I I -I (III ,
I I"I I I I - -„- -III -III -Hill-I i t HII-1-'
5 FT 5 FT
FOREBAY AND STORAGE POND SECTION
10 FT -
NOT TO SCALE MMUATm OW
TOO SLOPE TIP.
TRASH RACK
18' RCP P FIMM SPACED
RISER RMI FL. 34,9D' 4' QQ BOTH WAYS
RACK
IAR SPACED 4. D.C. 1.011i
LOW -FLAW ORIFICE MV 34.00' •. a
4x4 RBHFORIC D CONCRETE ` � • �•
RISER Box (ASHY C1433)
OUTLET sApaL
sw 3z
FRONT
POND OVERFLOW STRUCTURE
I
SEA
d`711 T.
t
SEAL
P��FNCINAE�"
`,,,\\\\\
Loa Norm rronx JxreeL
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC 01011110111110 IJQ No. F-1222
www.mckimcreed.com
4
'I �.4• 'e. 1. .. �...
a
•- •4 a1}
.4
In 1y8«',•RCCP
OU
BARREL
4
PVC SCR. 40 RIPE WITH
i - HOE IN CAPPED �®DRILL zo•
70P OF POND EL 37.00'
Z---\\
EMERO�OHCY�SPI.LWAY
45 LF OF 16- RCP • 0.1I \
(ASTM C76 CLASS N PP
WITH -0- RING GASKET JOWLS (AS1M C361)
32.00'
2) 0 ff%CTOR SHALL MSTALL EgUAL NUMBERS OF
NNE USim SIITABIE SPECIES FOR (FIE VEGETATED
SELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER.
MSTALL PLANTS 24' O.Q M A G#GNIERBOARD
PATB7ML AND NO PLANTS SHALL BE PLAITED WITHIN
10 FT OF THE OUTLET STRUCTURE. USTED SUITABLE
SPECIES FOR VEGETATED SHELF ARE: ARROW ARUM,
BLUE FLAG IRIS CANA LILY, AND PICKEREL WEED.
4) SOD SLOPES ABOVE PERMANENT POOL
AROUND THE INSIDE AND OUTSIDE OF THE POND.
5) CMMV M SHALL EXCAVATE
VEGETATED SHELF AS NECESSARY TO
PROVIDE ADEQUATE CLEARANCE AROUIiD RISER
FOR PVC PIPE INVERT.
8 THE SEASONAL HIGH WAIER TABLE WAS FOUND TO
,- EL 23.21 M THE VICINITY OF POND /1
STEEL POSTS 2 FT IN
GROUND.
NCDOT #5 OR #57 WASHED
STONE PLACED TO A HEIGHT OF
16' MINIMUM ABOVE TOP OF BOX
O 2:1 SLOPE.
NOTES:
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/If steel) 2 FEET INTO THE
GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH
WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET
ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES
LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM
THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED
INLET; UNLESS OTHER SEDIMENT -CONTROL DEVICES ARE INSTALLED TO
PREVENT OFF -SITE SEDIMENT -RUNOFF.
31.75'
DESIGNERS PLAN CERTIFICATION:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Manual."
Signature
Printed Name and Title Mang
Date
Registration Number
i
PROPERTY OWNER CERTIFICATION:
"I (we) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization to Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the application ordinances and rules of
New Hanover County, the State of North Carolina and the federal government and its agencies
which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the
construction and operation and maintenance of the proposed facilities. I (we) will not attempt to
transfer this responsibility without the written authorization of New Hanover County."
Signature i ,R6aTaAL-
Printed Name and Title
Date -1' - 13
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HANOVER COUNTY, NC
GENERAL DETAILS
DATE:
MARCH 8, 2013
MCE PROD.
# 01883-0002
DRAWN
KBE
DESIGNED
KBE
CHECKED
RAM
PROD. MGR.
RAM
SCALE
HORIZONTAL
-
NA
vERncAu
NA
-503
C ML�
9
STATUS: RFwSIGN
ISSUED FOR PERMITS
__ I

SLOPE AWAY FROM BLDG.
2% OR GREATER —�
e
PLANT SPACING AS PER PLANT
3" PINESTRAW INSTAI
BEFORE PLANTING
PREPARED PLANTING
(CONTAINER SIZE PU
PERMEABLE WEED
FABRIC (TYP)
GRANULAR PRE —EMERGENT
HERBICIDE, APPLY ACCORDING
TO MANUFACTURER'S DIRECTIONS.
GROUNDCOVER/PERENNIAL PLANTING DETAIL
NO SCALE
M
Z43 North front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
REINFORCED RUBBER HOSE
TOP OF ROOTBALL 1"
ABOVE FINISHED GRADE
3" (DEPTH) PINE STRAW
3" SAUCER AROUND TREE
GUYING STAKE
CLEAN BACKFILL
UNDISTURBED SOIL
pwu—m
1=11=
TREE PLANTING DETAIL
NO SCALE
3" (DEPTH) PINE STRAW
TOP OF ROOT BALL
1 " ABOVE FINISHED GRADE
3" SAUCER AROUND SHR
CLEAN BACKFILL
2" MOUND
UNDISTURBED SOIL
VARIES
SHRUB PLANTING DETAIL
NO SCALE
2"x2" CEDAR STAKE
30" LENGTI'
TREE WELL
ROOT BALL
#12 GAUGE
WIRE
PLAN VIEW
ORANGE FLAGGING
ON GUY WIRE AS
SHOWN (TYP.)
PERMEABLE WEED
FABRIC (TYP.)
2" MOUND
PERMEABLE WEED
FABRIC (TYP.)
IKA DOMBROWSKI
PROPERTY EXPANSION
NEW HANOVER COUNTY, NC
LANDSCAPE DETAILS
DATE:
MARCH 8, 2013
MCE PROD.
M 01683-0002
DRAWN
KBE
DESIGNED
KBE
CHECKED
RAM
PROJ. MGR.
RAM
SCALE`
HORIZONTAL:
NA
VERTICAL`
NA
rFu
CS-504
10
NC UC. Na F-1222
www.mckimcreed.com
STATUS: acwsae
ISSUED FOR PERMITS

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SWALE
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Mcl<JM&CREM
ENGINEERS *PLANNERS • SURVEYORS

E
Ell
A
A
A
ALL NC ONE CALL
BEFORE YOU DIG
92— 800-649P49
VOID Unurr DAMAGE
PHONE# [phone]
L
PERMIT SUBMITTAL
FOR
IKA WORKS, INC.
NEW HANOVER COUNTY, NORTH CAROLINA
JANUARY 5, 2012
i
PROJECT SITE
NOT TO SCALE
v
v &CREED
�243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
PHONE: [phone], FAX: [phone]
NC LICENSE# F-1222
www.mckimcreed.com
2 1
3 1 4
LOCA 110N MAP
NOT TO SCALE
SHEET INDEX
v
SHEET #
DESCRIPTION
G-001
COVER
CX-101
EXISTING CONDITIONS
CD-101
SITE DEMOLITION PLAN
CS-101
SITE PLAN
CC-101
GRADING PLAN
CU-101
UTILITY PLAN
CE-101
EROSION CONTROL PLAN
CL-101
LANDSCAPE PLAN
CS-501
SITE AND UTILITY DETAILS
CC-501
GRADING AND DRAINAGE DETAILS
CE-501
EROSION CONTROL NOTES &DETAILS
CL-501
LANDSCAPE DETAILS
� CN-501
WET DETENTION POND DETAILS
(FINANCIALLY RESPONSIBLE PARTY):
IKA WORKS, INC
ATTN: REFIKA BILGIC, MANAGING DIRECTOR
2635 NORTHCHASE PARKWAY SE
WILMINGTON, NORTH CAROLINA 28405
(P) 910-452-7059
CIVIL ENGINEER:
McKIM 8 CREED, PA
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
(P) 910-343-1048
(F)910-251-8282
s
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
46UFMIIII&CREED
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL. [phone] FAX. [phone]
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P. COM
AR
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02551 i
'pj�rF•'I'CINEE4r
A.
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMEMCAN INSTi1UTE OF ARCHITECT!
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Dale
1
Issued for Permits
11/3/2011
2
Issued for County Permits
01/05/2012
PROJECT: 7101-111750
DATE: 10/05111
DRAWN BY: RAC/JBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
COVER SHEET
G=001
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
DESIGN DEVELOPMENT

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41
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1
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n
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INV 32.64 I FIBER' - - - - - - - -
OPTIC SHRUBS SMALL TREES\ LS
LS
5 vV
MYRTLE MYRTLE 6 8"OAK
INV 32.16 - - - - - - - - - - - - - - MYRTLE
MYRTLE
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INV 32.52 D
15 "RCP DI
TOP 36.42 ASPHALT
INV IN 32.94
15"RCP INV OUT 32.89 15"RCP
_ 12"HOLLY
ASPHALT DI
TOP 36.49 7
9"OAK 6HOLLY INV 3332 SIGN
4"CHERRY "IKA° I 11-37,
Li LS LS
LS - - - - - - - - - L �-24°GONG CURB LS
PARCEL C LS CONE NALK LSLS LS
LS LS LS LS LS
NORTHCHASE
PARK OF COMMERCE J
SECTION 3 E
BOXES 2
M.B. 31, PG. 293 '�
PARCEL A Q
TAX PARCEL NO. R02620-003-002-000 14"TREE
FIRE WEXISTING IKA FACILITY DEPARTMENT REDIVSION OF PARCEL A& PARCEL B FLOOR ELEV.38.60 Do
NORTHCHASE
°° NLs60I I� II I 14TREE
SECTION 1 LONG. G
1cI.M.B. 28, PG. 183 ELEC.PAD
IN I I SERVICE STEPS --
PANE
ELEC. 10TREE
Cri SE DRAIN
DRAINAGE EASENMENT i i i III IANEL TOP 475
M.8.28, PG. 151 1 INI
I1101 III
I I_U 1
I INA 8/
IQII STEPS CONC.
LS
I PAD m
PAD PAD I
0ONC,
DRAIN
TOP 34.80 / I OCK WALL
CONC. ORAMP/ - (A RAMP
ASPHALT BLOCK WALL
TOP VARIES ASPHALT
BLOCK WALL
TOP VARIES L
ROOF
DRAIN .O.
LINE 5 s--
----IN-V 35.75
8"PVC - _ MI IIIIIlIII I I IIII . II IlI Ij IN I ICL .I I II j Iil II I I�I CIIlI III Ii (cII IlIIIl�II I.IlI.IcNIlIlII I lII 0I II1I I lII 1 I II 1I1I II , \II \I \ IIIIII II 1IIIIII\I11 I�II II I\ I III II\ II III I\I I 1�I:III\ I\I
-s---_- --s
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- -S -- -_ -- -- -------- - - m
ASPHALT EXTRUDED CONC.
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vtiQ
CURB
CONC.ASPHALTPAD ASPHALT
SWALE ASPHALT ASPHALT SWALE
SWALE
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IlBl 'co
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1 101 ---- 3n�-4E v�E
-- _
-� -
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\ MAD 8JI2007 N
PKS NC GRID 203586.30 E
NAD 8312007 N 2340495.99
203560.12 E LE FACTOR
2340406.51 1.000OW37
10' 0 20' 40'
SCALE: 1"=20' (Horiz.)
)R Y
3LDG.
37.61
6' CHAIN
LINK FENCE
14"TREE
ASPHALT
PARCEL B
REDIWSION OF PARCEL A & PARCEL B
NORTHCHASE
PARK OF COMMERCE
SECTION 1
M.B. 28, PG. 183
APPROXIMATE LOCATION OF SANITARY
SEWER LINE. LINE NOTE PAINTED BY
LOCATING SERVICE
INV 30.99
-- 4 °METAL
---------------------------- _ _ __ _
IC , I I I \ I 3�- _______ _-------------------- - -- ----- uE --- � �E � E �G- NV30.04
I _-__ _ ------_------------- --- --- \ II�j I/IIr 3 ------------------- -- ----____-_-----_------__----_--__=-=--�cr30-3132 I` g��c-- 8„Pvc
30----------------------- (aTv?aNzE- SENMEN -7 = - - - - - -
------
cst I I \ ------------------- _ - - - - - roaa, P aJ _------02.�6
FI_EV IN DITCH = 29.0-28-------- - _
- - - = �-
8"PVC. 4:�L
V
I - - �_ ___--_--_- _--_--_--_--- ----_ gG---- i
-- - ---aPVE- ---"---- -
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--- - --
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-
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IPF 4 --_+ ---- -------- - --- S7322'S8"W L-3�===-384.00'------34-35-- -- '--___===3 F
- --- -- --- IP
- --- -- ---__--_ � INV 0.52
187PINE 15"PINE 18"PINE 24"RCP
INV 30.49
24 "RCP
6' CHAIN
LINK FENCE
LOCATION MAP
NOT TO SCALE
EXISTING
CONDITIONS LEGEND
INV
INVERT
i
ROAD RIGHT OF WAY
EP
EDGE OF PAVEMENT
EC
EDGE OF CONCRETE
EL
ELEVATION
FL
FLOOR
RCP
REINFORCED CONCRETE PIPE
CPP
CORRUGATED PLASTIC PIPE
C/P
CAST IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
SSMH
SANITARY SEWER MANHOLE
SDMH
STORM SEWER MANHOLE
t
PROPERTY LINE
IPF()
IRON PIPE FOUND
PKS*
PK NAIL SET
BORING
TR
ELECTRIC TRAMSFORMER
}�
LIGHT
®
TELEPHONE RISER
-----�-ucr
TELEPHONE LINE
Fo
FIBER OPTIC LINE
- UNDERGROUND POWER
UE
®
STORM INLET
QD
STORM MANHOLE
0C.O.
CLEAN OUT
Qs
SANITARY SEWER MANHOLE
8"SAN SS
SANITARY SEWER LINE/SIZE
FIRE HYDRANT
�a
VAL VE
®
WATER METER
W
WATERLINE
Q
GAS METER
G
GAS LINE
- - - - - - 21 - - -
MINOR CONTOUR
- - - - - 20 - - -
MAJOR CONTOUR
DITCH LINE
0
BOLLARD
0 PO
POST
-�
SIGN
-a--FOC
SIGN (FIBER OPTIC)
SURVEY NOTES:
1. TOPOGRAPHIC, SUBSURFACE, AND PROPERTY BOUNDARY INFORMATION
PERFORMED BY W.K. DICKSON GEOMATICS, WILMINGTON, NC IN AUGUST 2011.
2. THIS IS NOT A GUARANTEE ALL SIZES OR LOCATIONS OF THE UNDERGROUND
UTILITIES, COVERED JUNCTION BOXES, OR DOWNSTREAM PIPE SIZES HAVE BEEN
SHOWN, MEASURED.
3) HORIZONTAL DATUM IS NAD 83(NSRS2007) AND VERTICAL DATUM IS NAVD 88
4) THIS TOPOGRAPHIC SURVEY WAS CONDUCTED TO 1 FOOT CONTOUR INTERVAL.
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
vrNFM4&CRC
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL.[phone] FAX.[phone]
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P. COM
AJRP
I
O,y •.
SEAL 1 ••; v
0255D3 1 =
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHRECT:
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for County Permits
01/05/2012
PROJECT: 7101.111750
DATE: 10/05/11 `_-
DRAWN BY: RAC/JBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
EXISTING
CONDITIONS
i II
cx=101
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
6 DESIGN DEVELOPMENT
2 I 3 4
5

- uc"T- - _ - ucr-- Lc - - -36- - - Ll
s- S\
-_- �
�m - u�r
UG _ S - -z I (;Y 35. 92
�� JGI UE- �-S u �S a 10" :N 25.7
nP h nL` S
- -- -�-5 _ \ _SUE r \� /NV 8° IN 28.21
S �� G-'�--�n� S \ IN OU OF
_ G cr Ue p \ F ��.63
i�-��� �----5-- -- -- - - - - - UE - r -S
bE
--- - - - - - -- - S-L- 5 U --_ i G� �� SIGN ------------� G UE _ 93.22'
�: u[ - c= ���'.' FIBER - _ - - - - - - - - - - - - - - - n G` S73'41'10"W
_ -
r OPTS-- 37----- �\ bFHNF
- �-
` J -ti i - DEMO EXIST GAS LINE _
- - - - MATE RELOCATION
TLINTH 3S
E -�- _ __ i - , - . OWNER AND TERRUPTIOIT
_ _ _ 1
�- 3 _ - - _GA _ _ AVOI VIc1F N
VAULT /'
- rR / / / �jg- - DE EXIST.-UlGT tINE _
= --� / COORDI�t¢¢��.REL AT10N WITH OWNER v / - -3 g_ - - I (o \
-3'
`5 - - - - �, _ FIBER AND AT&T TO DID RVICE INTERRUPTION.
;��V 2.64 - - A OPTIC / - - - - - SHRUBS SMALL TREE TREE PROTECTION (TYP) `IKA" 7 //
/LS
TREE REMOVAL (TYP)
LM�R* AlYkTLE,
S
CL
/ / I
----------- YR
M TLE I
TY
M1R /M 7L I
I 1 1 W �\ X N
Mk E I
I I \
l 10"OAK
L LS
LS
73
D
ASPI
I I I I I J I I 1NV la 29 "
OU .89
- I - - - - - - - - - 12 " L Y <
I ( AS- LT
_ _I-
1 �� � TOP 3 .49 � Rl
` AK
4"C-`' PRY ! I /I PRESERVE EXlS11/r3�_
/ ;STORM DRAI \ - LS
I� THE LIMITS O Sf �' - - - - - - - °r /
C.
LS
I ilk, I I � � ! '-N�' ;�✓,r:�" Cn C. , L
LS LS LS
Ls I TIRE
LS LS LS
w S LS LS
r77 71 A
i
2
I ✓ U
nrn r
I! 3 DEMO PAVEMENT, SIDEWALK 7
MAIL o .�
_ CURB AND GUTTER, AND STORM DRAINAGE. BOXES
PARCEL A �co
TAX PARCEL NO. R02620-003-002-000
14"TREE N \ I
t1, . ./,' . / `� l', III I III EXISTING IKA FACILITY FIRE
DEPARTMENT
J , I � r�Dt USIOry OF P,4RCPL ,A � Pa.r4nEl B
FLOOR ELEV. = 38.60 CONNECTION \ o
v
ill i 1 1} i NORTHCHASE N
CIDI I I I I �.O i I I PARK OF COMMERCE 14`7REE �Ls "' I `�
I _ �r� I REMOVE ALL TREES AND CONC. c
SHRUBS FROM POND BANK SECTION 1
M.B. 28, PG. 183 PAD
I G
�N I I I III
SERVICE STEPS 16`TREE �
/� Il I I I 11 I ELEC. PANEL 10'TREE
/ I I I N 11 III I j II SERVICE DRAIN
;',. r F f � PANEL TOP 34.75 I
;Vi. L , ZUl
'� ✓ 1 IW
N f
3
STEPS--\ I CONC.
I
PAD CONC. m
\ \ \ \ \ \ 11 I\ I I I PAD PAD
- 1 DRAIN /
\ \ III I I I I TOP 34.80 /
/ / I CONC. LOCK WALL
I III i l I 3p / RAMP OP VARIES /
DEMO PAVEMEN , WALLS,
IIII I I III III / / AND CURB AND GUTTERTO THE
ASPHALT
I PROPOSED CURB SHO HERE.
B _ BLOCK W�',LL
I I I I i /� TOP 'v'ARifS ASPHALT
/ BLOCK WALL
TOP VARIES---3 _3-7----- ---- \
1-r r ROOF
{ I I I I I I I DRAIN \ _ - - - - - - c C.O. \
11 I I LINE DEMO PAVEMENT - -rr ss---- \\ ( 1
�/D
B PVc
s
REMOVE ALL TREES AND
DEMO EXIST. SANITARY SEWER SHRUBS FROM POND BANK
II I \ r TO PROPOSED C/O ON UTILITY PLANS.
\ EXTRUDED CONC. ti
\ CONC. CURB
- r �' - PAD - ASPHALT ASPHALT
DEMO EXIST. TRANSFORMER AND UGE LINES P' v SWALE ASPHALT ASPHALT SWALE
SEE SHEET CU-101 FOR PROPOSED LOCATION. II II SWALE
COORDINATE RELOCATIONS WITH OWNER I IIII T& pL DEMO EXIST. TING BUILDING I R/PRAP �-
AND PROGRESS ENERGY TO AVOID
I OF)l rL ,- - RPR_AP
RIPRAP 12"_1
SERVICE INTERRUPTION. 36- -_36_- ` W
--- - uE uE u-
U
------ I E Uc
A
> CMF NC GRID \
NAD 8JI2007 N
PKS NC GRID 203586.30 E
NAD 8312007 N 2340495.99
203560.12E SWFACTOR
2340406.51 1.00 37
10' 0 20' 40
SCALE: 1"=20' (Horiz.)
)R Y
9LDC.
37.61
6' CHAIN
LINK FENCE
14"TREE
ASPHALT
PARCEL B
REDIVISION OF PARCEL A & PARCEL
NORTHCHASE
PARK OF COMMERCE
SECTION 1
M.B. 28, PG. 183
APPROXIMA7E LOCATION OF SANITARY
SEWER LINE. LINE N07E PAIN70 BY
LOCATING SERVICE
INV 30.99
`�- 4 METAL
ih'II I I -----------------------------------
---
----`------ ---- ---- ---��-
'�
_ _ "------------- ------ ----- - ------ - _- _- --- ---- -----32----- \\ UE-_-T�E�1Nv30.04
- ---- ------ -- -- __ s
------ ____ ------ --J - _ _
---
2. � vvv 3 33�
-2 8- - ---- L - _ _ - - _ - - - �= = _� - EXISTING 8" PVC AND 24"RCP TO REMAIN.
- - - - - - - - - - 8 Pry - T I -3 24"RCP INVERT WILL BE RAISED TO 30.69.
\ _ ---
----------__ _-- ---------------------------------%`- _ Y
_ _ _ _ 29 _ _ _ - J
2B _ _ ___ ____ _ _
I,! _ - ----- --------
__- ----_=====33231 --- -- ----- = -
- -- - - - - - - -- - -- ----34 - ------ -- ----- - _
r
\ Ir FLtirrL
- - - - - - - -- - --- - -- -
I
z � Ott\�
{----------- --- // - --- t �_
t - _-u vv -----33----� r.�'(' -- ?-------- ----- -------------�/ `ifF �1NV3D.49
�4_ �_
�` 78"'PINE 157PINE �- 1NV 30.52 \ 24"RGP
187PINE 24 RCP
GORDON ROAD
0
\o
LOCATION MAP
NOT TO SCALE
El
1-140
DEMOLMON NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND
FIELD DETERMINING THE EXACT DEMOLITION LIMITS.
2. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME
FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL
OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT.
4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST
GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TO
DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR
TRAFFIC AND RELATED OPERATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING
UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION.
CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY AT LEAST
72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION
TO HAVE EXISTING UTILITIES LOCATED.
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH
UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL
BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER
IMMEDIATELY.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES
UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND
ASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BE
PROPERLY ABANDONED AND REMOVED.
8. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY
EXISTING UTILITIES THAT REMAIN IN SERVICE DURING DEMOLITION.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
REMOVAL OR RELOCATION OF ANY EXISTING UTILITY POLES/GUY
LINES, LIGHT POLES, TELEPHONE PEDESTALS. THE GENERAL
CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING THE
APPLICABLE UTILITY COMPANY AS REQUIRED.
10. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
DISTURBED AREAS AND SLOPES ON AND OFF SITE IN
ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED
ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR
SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS
RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION
MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO
BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT
STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE
TO THE OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO
PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER
AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
REQUIRED INSPECTIONS ON THE PROJECT.
BEFORE YOU DIG I
CALL TOLL FREE
WITH 48hr NOTICE
1-800-632-4949
NC ONE CALL CENTER
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
4NI40M&CRE D
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL.[phone] FAx.[phone]
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P.COM
ARp '
SEAL
025503
-p/ ti NCINE6� I
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECT:
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for County Permits
01/05/2012
PROJECT: 7101-111750 -- -
DATE: 10105M I
DRAWN BY: RAC/JBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
SITE
DEMOLITION
PLAN
C D-1 1
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
DESIGN DEVELOPMENT
1 2 3
4
5

E
�I
n
c
9
1=
01
ENTERPRISE DRIVE
50' R/W (PUBLIC)
UPSTREAM LIMIT
OF THE PROPOSED
WET POND
60' DRAINAGE EASENMENT
M- B. 28, PG. 151
I
aSE P ARKW pY
�R22511
60
PROPOSED 2'
CURB AND GUTTER
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
PARCEL B
ONE S TOP Y
BLOCK BLOG.
FL. EL. 37.61
EXISTING CURB
TO REMAIN
WHEEL STOP, TYP. I
I,
t _L _ICJ
L PROPOSED 2'
1 9.0i CURB AND GUTTER
C6
3 00 R17'
6.2'
25.2' PROPERTY
R5' TYP. BOUNDARY
8.5' 19.0' R5' TYP.
( I -63.0' 1 5. 0'
_ - - -----
El
I 5.0' _
IKA EXPANSION
'BUTLER BUILDING"
FFE = 38.60 8.5' 19.0, PROPOSED
PROPOSED CURB EDGE OF
I R22' EXISTING CURB EXISTING CURB PAVEMENT
ITO REMAIN 29.0' TO REMAIN
8.7'
I f I 19.0' 8.5' 19.� 8.5'
CURVE TABLE
-UN-E-1
LENGTH
RADIUS
CHORD
BEARING
Cl
1 95.07
1 421.75
94.87
N6135'02 E
C2
1 295.26
1 520.00
L 291.31
S7123'34"W
A
O
GORDON ROAD
Y SE
1-140
LOCATION MAP
NOT TO SCALE
SITE INVENTORY NOTES:
1. SOIL TYPES:
MURRAYVILLE, LYNN HAVEN, LEON (HSG TYPE A AND B) SANDS
2. THERE ARE NO CONSERVATION OVERLAY ZONES AFFECTING THIS PROPERTY.
3. THIS SITE IS NOT IMPACTED BY ANY HISTORIC OR ARCHEOLOGICAL
SIGNIFICANCE.
4. NO CEMETERIES WERE EVIDENCED ON THE SITE.
5, TREES ARE LOCATED ON SITE AND WILL BE PROTECTED PER PLANS AND
NOTES.
6. NO WETLANDS HAVE BEEN FOUND ON THE SITE.
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE
SITE.
8. THE TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA DESIGNATED BY
FEMA.
9. RESEARCH RESULTED IN NO FINDINGS OF PROPOSED THOROUGHFARES, BIKE
ROUTES, PEDESTRIAN SIDEWALKS OR TRAILS, OR TRANSIT FACILITIES AFFECTING
THIS PROJECT.
10. THE TRACT DRAINS INTO SMITH CREEK WATERSHED (CLASS C).
11- ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER
COUNTY LAND DEVELOPMENT CODE AND IKA DESIGN STANDARDS.
12. ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED, WHERE
APPLICABLE.
SITE DATA:
1. PROPOSED PROPERTY ACREAGE = 4.53 AC
ZONING DISTRICT: PD-PLANNED DEVELOPMENT
ZONING USE: COMMERICAL/INDUSTRIAL
ADJOINING USES: COMMERICAL UNDEVELOPED
MAX. BUILDING HEIGHT 40 FT
2. PARKING:
REQUIRED.
27,681 SF WAREHOUSE SPACE 0 1.5 SPACES/2 EMPLOYEES
(26 WAREHOUSE SPACE EMPLOYEES/2)'1.5 = 20 SPACES
30,812 SF OFFICE SPACE 0 1 SPACE/400 SF
30,812/400 = 78 SPACES
TOTAL MINIMUM PARKING REQUIRED = 98 SPACES
"PROVIDED = 124 (INCLUDES 5 H/C SPACES (1 VAN ACCESSIBLE))
3. ESTIMATED WATER/SEWER DEMAND = - - - - - GPD
4. IMPERVIOUS AREAS:
EXISTING COVERAGE:
BUIDLINGS 32,869
CONCRETE 3148
ASPHALT PAVEMENT 54,300
TOTAL PROPOSED 90,317 SOFT
ASPHALT PARKING TO BE DEMOLISHED = 17,085 SQFT
PROPOSED COVERAGE:
BUIDLINGS 50,369
CONCRETE 9,013
ASPHALT PAVEMENT 55,031
TOTAL PROPOSED 114,413 SQFT
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
� �&�
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL.[phone] FAX.[phone]
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2628 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P.COM
1
i
j
I
i
1
EALN9(•.
025W3 '
-p16
i ,1GINEF�,�•�4i:
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTMITE OF ARCHITECTf
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for County Permits
01/05/2012
PROJECT: 7101-111750
DATE: 10/06/11
DRAWN BY: IRAC ISS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
SITE PLAN
I
I
i
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
DESIGN DEVELOPMENT
1
2 1 3 I 4
5
1.9

F7
Gr r-• --
SR 2 CB-2 DI-2 DI-1
\� PUBLIC RIW CB-2 STD. NCDOT STD. 840. /840.16 NCDOT STD. 840.14/840.16 CB-1
/ 60' P -TOP-=-3620- TOP=36.50 NCDOT STD.
r,
_-_--840,01/84"3- - INV=33.20 INV=33.50 840.01/840.03
j -- - TOP=36.55 TOP=36.50
36LF 18 RCP - - I V=33.00 AsaHAL r - --
( - - - -ucr_ NV=33.60
I1 CL IV _ P.P.E.S.�, _ mer-- - R
P.P�E.S. ®0.38% uG�_ - - -- - - -
NCDOT STD. 310. - -�_ s _.�� SSMH
NCDOT STD. 31 02 ue�
1w 33 u u T _ - - ucr - ucr - S - _ TOP 35.92
A NV=33.58 cr \
fNV=3333 r., U -- - -----U 3n s
CB-3 -= 13 R�r aSP� LT I�t _ � SUE -----LIE ���ro� '�- - - --- u r �s � -_ INV 10"' IN 25.72
NCI OT STD. � �_ ucr UE �" - -_ k7l rR00E-DR INTO uE - INV 8" IN 28.21 \
840.01' 840.03 _ E -. =_ -_ - -__ =STORM SYSTEM _ -ucr �u S INV OUT 25.63
` - _ G _ G E
TOP=36.55 �1 /�5
INV=32.2Qi� 0�'.5--_---�� _-";F, UE pP�
i367 j - --_ - W UE� s
s c /0"
STING 1s" cPP _ -� 56 LF 15"RCP (L _ _ uE EX15
-- -
uF35 -
36
E -------s---AtN-
!tV wE` tiGi -S
. � L , 6.6 13 P CL
S
37:2 36.55 TC ■
�E_1.8""-- ` ' ` / _ - EP_ _ 2ND FLOOR
--yC-L. / `36 - 0 ER
R- 35.95t'
OS-.
- -- -
`F8 FEs} _ r vauLT p. 4 u11 - - - -- - 36.50
K
OOTPRINT
�TR �� _ -� R 37. TIC UIr z-
" -- - _36.00 EP
0
TIC
i FIBER 37.20r °' / 4� -
64 OPTIC ,G 0 EP - - 7.80 .60 38.60 37.80m
_I 36 , . � _
6.05 EP��
- , - - - �'
�T FLOOR
,-
W I - ,
FOQTPRINT
- 37.00 Tc FE 38.60v
/ 36.50 EP 0 A
37.20 EP SSMH
2.16 I ! a 1 - TOP 34.99
37.' EP - TIE N ASPHALT INV 10" IN
P ; INTO
P S ENT EDGE
36.50 EPcx
1
2" RtBB CURB
AROUND IS D ONLY
34 1
3 ` „OAK 1's
I/
j A%�PAN.3 3T6b TIC 36.43t
m
0" CURB &
G TTER, TYP. - a ENTRANCE 0 1 i I 10' 0 20' 40'
° I j BUILDING 36.53t a
SCALE: 1"=20' (Horiz.)
0
37.50 TC ° < ti
37.26 EP D 37.00 EP • a .6 - ` 3 ..� -I o
7.8
- TOP 36.42 / - .•0 36.65t I ill 2e
( I INV I 52.9 37.33 @
10
"RCP
- - - NV 0 T 32. vA" 1 R - - 38.
37.50TC- ,,„ -- �a I C 2
I I 8.60 D -
T 37.00 EP $Q 3 \8 T P 36.4« i"n
3.32
i
37J 0 �P '. 37. 0
N N r 0 �7,76 TG
I. I; CO Co C� U1 37.10 TIC a . 3T25. EPCA
-
- 37.t0 EP a
4 - C
N /,
-.
o P CONC. WALK a /
W 37.80Li L
Li L_j
Lj
/ / / / / 7 7__,;7__,;7__,7� F77_/r7_/j 7 777-7-L
a ,_
.00 ///4; 8.6
1 (;
I
3 .60 38.60 c i
1 / /, 71
TREES AND BRUSH WITHIN THESE LIMITS TO BE Z
C ( I - HAND CLEARED. SLOPES SHALL BEPLANTED
IMMEDIATELY / ING NTH A GRASS
MIXTURE ACCORDING TONNE SEEDING SPECIFICATIONS I ONE STORY
OR OTHER ENGINEER APPROVED SEEDING MIXTURE.N I BLOCK BLDG.
o I EXISTING IKA FACILITY FL. EL. 37.67
FLOOR ELEV. = 38.60
N.l
00)
ucr
i
I a,
I
I
GRAIN
PROPOSED
J
. " N
I T I � � � � � �; TOP 34.75 -0 CURB do
GUTTER
-REM
l
zzz
o -3 --
DRAIN -
TOP 34.80
•
I� I
V FILL AREA TO DRA111 TO
B' REAR 71-OT
.-
I 1
I
C.O. %
/
c
m
-
S
s
s
s
s
�---s
vv r IIIIII.. v
wit
APPROXIMATE LOCATION OF SANITARY
t
I FFE 3
c
SEWER LINE, LINE NOTE PAINTED BY
I
TREES AND BRUSH WITHIN THESE LIMITS TO BE
LOCATING SERVICE
HAND CLEARED. SLOPES SHALL BEPLAN
Co N
ASS
IMMEDIATELY UPON CLEARING WITH ASS
i I
rl
MI XTURE ACCORDING TO THE SEEDIN ON
E.
JJ
R APPROVED EDIN MIXTU
OR OTHER ENGINEER SE
-SHWT = 3 87
_
m
NEW IV
INV-30 52NVERT
=30.69
_,q
-
INV 30-99
U
- _
4 METAL
y35
_
34 -
- -JE
,4
- _, UE UE I E
3 2
UE. _
I
uINV
PIr0.04
80' DRAINAGE f AsEPJ
M.13.28, PG. 151
LOCA 77ON MAP
NOT TO SCALE
STORM DRAINAGE AND GRADING NOTES:-
1 IN ACCORDANCE WITH NC GENERAL STATUES, NPDES
REGULATIONS, AND NCDENR REQUIREMENTS, STORMWATER
DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR.
INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER
EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE
WEEKLY INSPECTION MINIMUM. NCDENR ,STANDARD INSPECTION
REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES
PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE
CONTRACTOR.
2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL.
DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED CONDITION
UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND
REMOVAL OF SEDIMENT FROM STORM PIPES,
3. SEDIMENT / EROSION DEVICES SHALL BE CHECKED BY THE
CONTRACTOR DAILY. EACH DEVICE IS TO BE MAINTAINED OR
REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF
THE CAPACITY OF THE DEVICE.
4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE
FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ARCHITECT IF ANY DISCREPANCIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
5. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS
NOTED ON PLANS INDICAIE FINISHED GRADE OR PAVEMENT
SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF
CURB UNLESS OTHERWISE INDICATED.
6. WHEN HAND SEEDING, MULCH (HAY OR STRAW) SHOULD BE
UNIFORMLY SPREAD AND TACKED OVER SEEDED AREA WITHIN 24
HOURS OF SEEDING.
7. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS
A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER,
MULCH WILL BE ANCHORED.
8. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR
OUTSIDE THE LIMITS SHOWN.
STORM DRAINAGE NOTES:
1. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
2. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS
OTHERWISE NOTED ON THE PLANS.
3. DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
4. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING
PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE
CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS
TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S).
5. THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING ANY
WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITIES WHFTHER INDICATED ON THE DRAWINGS OR NOT.
THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE OF A
REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE VICINITY
OF ANY GAS MAINS.
0
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
AMIM&�
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL. [phone] FAX. (910) 79D-8282
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P.COM
CAROZ
.�
•9`• i
EAL `
025503
fill W.
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTTNTE OF ARCHRECTI
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LI ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for DWQ Permit
01/12/2012
PROJECT: 7101.111760
DATE: 10/05/11
DRAWN BY: RAC I
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
CG=1 01
SOLUTIONS THROUGH LISTENING
SERVICE 13Y DESIGN
DESIGN DEVELOPMENT

E
C
1.9
5
L
ff"�,
`c`✓/1111\\,i1�p°'i�pi0/i0�/T�i����//��//Oq/Oj�Oj/Jry��TOU4j�0aJ�r�yrJ iy�`pJi`�p�pa!/�p�p\`\//``,/`( . • • • • "• •'
///\\//\
WALLS TO ANGLE OF
RSLOPE EPOSE IL OR AS
SPECIFIED BY MANUFACTURER
AND/OR ASTM D2321.
;a
\\ \\
�/
\\
BACKFILL MATERIAL
ABOVE SPRINGLINE
SHALL BE SPECIFIED BY
MANUFACTURER AND/OR
ASTM D2321.
CL
ELHAUNCH
/
LL
/\\�
MATERIAL SHALL
BE SPECIFIED BY
>//\\�//
\�
' \ -
MANUFACTURER AND/OR
ASTM D2321.
BEDDING MATERIAL SHALL
BE SPECIFIED BY
PIPE WIDTH + 18"
MANUFACTURER AND/OR
ASTM D2321.
NOTES:
1. INSTALL
IN ACCORDANCE WITH ASTM D2321,
"STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR
SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",
LATEST
EDITIION.
ca
l'-6" x l'-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN TO
READ RESERVED PARKING WITH
IDENTIFICATION SYMBOL. BOLT TO
WOOD POST W/ 3/8" CADMIUM
PLATED NUTS, BOLTS AND WASHERS
9"'x l'-O" x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WOOD POST
WITH 3/8" CADMIUM PLATED NUTS,
BOLTS AND WASHERS
6" x 1'-0" x .080 STD ALUM. SIGN
12" TO READ "VAN ACCESSIBLE", AS
REQUIRED. BOLT TO WOOD POST
COLORS WITH 3/8" CADMIUM PLATED NUTS,
LEGEND AND BORDER: GREEN BOLTS AND WASHERS
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND: WHITE PRESSURE TREATED
2- 4"x4" POST
ti
FINISHED GRADE
MAXIMUM
PENALTY
$250
20-37.6
3/8' (TYP)
12"
LEGEND AND BORDER: GREEN
BACKGROUND: WHITE
NOTES:
1. SIGN DETAILS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION.
TYPICAL HANDICAPPED SIGN DETAIL
NOT TO SCALE
9�
cam.
\>>� 4�
000 Q
n�n�n�o c�
NOTES:
1. DEDECTABLE WARNING PADS ARE TO BE INSTALLED
WHERE RAMPS LEAD TO VEHICULAR TRAFFIC AREAS.
2. DEDECTABLE WARNING PADS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION.
SIDEWALK HANDICAP R
NOT TO SCALE
6" CRUSHED
AGGREGATE
BASE COURSE
lamannow
jIS
0 -
- -
2.0" SF9.5A OR SF9.58 OR
MATCH EXISTING ASPHALT
SURFACE COURSE
/CLEAN SQUARE CUT W/ TACK
2" EXT. , OPEN CUT WIDTH VARIES 112" EXT. 1 /
MIN. 8" COMPACTED
ABC STONE BASE
COMPACTED SUBGRADE TO NOT LESS THAN
PIPE22
95 PERCENT OF MAXIMUM DRY UNIT
WEIGHT IN ACCORDANCE WITH ASTM D 698.
SEE PIPE TRENCH INSTALLATION DETAIL.
IWATi2livil2l
z
0
M
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ROADWAY PAVING
CURB AND GUTTER OR AS SHOWN ON PLANS)
24" CURB AND GUTTER 24" CURB & GUTTER
(REVERSE SLOPE) TERMINATION DETAIL
CURB AND GUTTER (SPILL TYPE)
NOT TO SCALE
1 1 2
SION JOINT
FACE OF CURB OR BLDG.
GE OF
VEMENT
91
f�
TYP. PARKING STALL
NOT TO SCALE
C. PARKING SIGN
FACE OF CURB OR BLDG._ SEE DETAIL
TYP. HANDICAP PARKING STALL
NOT TO SCALE
2.0" SF9.5b
SURFACE COURSE
6" CRUSHED
AGGREGATE BASE
/ / // COURSE
/��/\�/��/\<' COMPACTED SUBGRADEENGINER
-
/�\//�\/ APPROVE
PROOF-ROLLALL OF SUBGRADE
LIGHT DUTY ASPHALT SECTION - TO BE
USED IN THE FRONT PARKING LOT
AND 10 SPACES ON SHARED DRIVE
NOT TO SCALE
N
ALL
DN H.C.
SIDE
6"X6" W1.4xW1.4
WELDED WIRE FABRIC (W.- `
1" FROM BO'
6"X6" W1.4xW1.4
WELDED WIRE FABRIC (W.`
1" FROM 601
6" CONCRETE
4" CRUSHED
AGGREGATE BASE
COURSE
COMPACTED SUBGRADE —
ENGINEER SHALL APPROVE
PROOF —ROLL OF SUBGRADE
NOTE:
1. CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS
(MIN. 5% AIR ENTRAINED CONCRETE).
HEAVY PAVEMENT DETAIL
D�AIL
TO BE USED AT OWNER'S DIRECTION
NOT TO SCALE
5" CONCRETE
4" CRUSHED
AGGREGATE BASE
COURSE
COMPACTED SUBGRADE -
ENGINEER SHALL APPROVE
PROOF -ROLL OF SUBGRADE
NOTE:
1. CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS
(MIN. 5% AIR ENTRAINED CONCRETE).
LIGHT DUTY CONCRETE PAVEMENT DETAIL
TO BE USED AT OWNER'S DIRECTION
REMOVABLE BOLLARD
NOT TO SCALE
6" CRUSHED
AGGREGATE
BASE COURSE
(TO BE USED WHEN PAVEMENT IS SLOPED TOWARD THE 14i ROADWAY PAVING
CURB AND GUTTER OR AS SHOWN ON PLANS)
24" CURB AND GUTTER 24" CURB & GUTTER
(STD SLOPE) TERMINATION DETAIL
CURB AND GUTTER (STD TYPE)
NOT TO SCALE
3
NOT TO SCALE
NOTES,
• INJECTION MOLDED FITTINGS ARE
AVAILABLE IN TEES, WYES, REDUCERS, 45' BENDS AND
BELL/BELL COUPLERS.
• WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE
SUBSTITUTED FOR WATER TIGHT APPLICATIONS
CLEAN OUT END CAP
ADJUST GRADE PER FlNISHED GRADE
FlNISHED GRADE
*INJECTION MOLDED ST 45' WYE
(OR INJECnON MOLDED TEE)
INSERT INJECTIONMOLDED, ER
SPIGOT BY BELL REDUCER I
SEE ASPHALT SEE CONCRETE
INJECTION MOLDED WT
TEE FITTING
CONCRETE
AGGREGATE
COURSE BASE
--D SUBGRADE TO
4DARD PROCTOR
DOWNSPOUT ADAPTER
INJECTION MOLDED ST
'45' BEND
-INJECTION
CONNECTION so'MOLDED
BEND
HDPE PIPE OR
PVC SDR 35 (TYP)
GROOVE JOINT
1/8" RADIUS (5' MAX. O.C.)
3000 P.S.I.
I
CONCRETE
r •
\\/ \\/�' >X>>X � >\ lXX /X X� E \\>X >\\ XX >\\/�\\�/i Y SUBGRA O
CONCRETE SIDEWALK DETAIL
1/B"—�GROOJOINT
1/8" RADIUS (5' MAX.XO.C.)
,I a ' e 3000 P.S.I.
CONCRETE
MI -' a a b
SU01
OBGRA ED
JOINT
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK
AT 5' INTERVALS.
2. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS.
3. A 1/2- EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND
GUTTER AND ANY RIGID STRUCTURES.
4. IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30'
INTERVALS.
5. CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS (MIN. 5% AIR ENTRAINED CONCRETE).
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
4 1 5
1-140
N
z�
O
N�TMcHASE
PARKWAY
nC
`2I
N
0
0
0
SITE
0
GORDON ROAD
LOCA 110N MAP
NOT TO SCALE
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
A&Nfm&CF=
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL. [phone] FAX. [phone]
INC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P.COM
I ' SEAL
/tJ�; d I
025503 � Ii' -
? "pig; FMCINE�'"�,�,LLLpQ�
��nrunu�" •
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECT:
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for County Permits
01/05/2012
PROJECT: 7101-111750
DATE: 10/05/11
DRAWN BY: RACOBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
SITE AND
UTILITY
DETAILS
i
CS=501
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
6 DESIGN DEVELOPMENT

IKA WORKS, INC.
m BILK OF CURS FPA1E sRATE NIO HOOD NOTES: MUNTAR JOIxTs 12" +1 +'a" THICK. Oy OM, y -I "F" AND "G" GRATE - -y Q<1-140
0� X� EE si0. 9.o.0a USE CLASS "B- CONCRETE THROUGHOUT. Fy �y EXPANSION JOlxi�----- Qe-< 9�, _ _ 43" _- _ NOTE: USE
NOTED. P"ll P H =U
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DM - 6'-0'. wwTITES To BE ADJUSTED ACCORDINGLY. F-,>., <,y-, ! ^ 1 "^F uO Epp �� EDGE OF WALL TO ALLOW / ml oO
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M - --_ _ _ _-- _ _ _ _ _ _ _ _ _ _ -- �_ �0000 ' �9%B'r r Z W O O D TWAL, z• WFFRIOLN AS DISSECTED ev THE FUGI FOS z O j W D L O
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G Z . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B 1 E'c I , R. rr N _ _ `I INUMMEEKNEW O MET Te SGLENAP, AT"EIICK WEEP ROLEONAS DI�Ea BY STORE
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LON A TIOS SCALE
NC LICENSE #F-1222
(Dp F� 0 DLWFq ME F%P SCALE.
WN11B 1'.
V
PLAN PLAN OF FRAME
I, WITH G TE E FRAME REMOVED T
- - y 1'-741i" 1'-7413° CAST IRON o
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w 3 r SECTION A -A 40 == Z .. _ \ GRATE Z w r x
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z •'1 D RAISED FLOW ANPOW 2 �- ¢ W o C O a O < G o - v 1�'IB" �I f 2r' i LL
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IF
Z M 1" - _ •, O T Z Z • 8EF gOTE DUEL(SEE NNE) MAX.PIPE TN39 sxGE - ,a• ^ M (� A o J M F
W R iN + Z M 3,_2r, x J .€ ,
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$_ 6" ? m T SECTION X-X SECTION Y-Y Z D o zyR„ - �1-( z7ro„ ��T w 6 3 w
➢ O ' j,_ �j \i " r 1 z m 9 DIMENSIONS AND OJWTITIES FDA DROP INLET(BASED ON YIN. HEIOIRr M) W O -{ 9 Ir 3, i ,r N N .Lr_144 N IN Oa
Do 9 I 1/B 1112 R- / W. W . O DIMENSIONS OF BOX \PIPE plait YMD9 OEpICTIpp Fql m (A
E✓- PIPE 9PN1 YIDTN 'YIN. HEISR CtlIL. IX BO% OIff PIPE Q (A 3 Br 2' G" O LL
r
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+I kW'_ j iw'1 If ; 1L / -_-err D A B P.C.
'/ 1>c'�1.1�511 j 15" 9 0" 2 0". Z9 0.222 0222 O.Y•1Y 0.029 0.038 IX
134 SECTION A-A�- ?�' le• z-B o.TN D.aas o.as SECTION E-E SECTION F-F
`���}FFI 24" 30 O.eN O. DSa 0.086 SHEET 1 OF 1 ET 1 OF 1 aXEET 1SM aF 1
ET 2 OF 2 TYPE G TYPE - F SECTION A -A - SHEET 2 OF x ET , OF I 3p" 3'.O' Y-G" 3.8 G.222 G.222 D.ax5 G.Da2 G.,2I 640.,4 64o.,s 840.16 LS3P ASSOCIATES LTD.
840.03 840.14
840.03
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P.COM
FRAME AND COVER z O SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE pm
m SPRING LINE STD. NO. 840.54 �N O»y r
owy } -4 (I.E.: SEWER SYSTEM ON COVER <
»y GENERAL NOTES: << z !-
FINISHED GRAD )- <, <<
yy z MORTAR JOINTS Y2" s LR" THICK. ELEVATION <F xq p �" ( ,y¢mU
D Nwi-Noy CONCAVE TOOL ALL EXPOSED JOINTS. I LL„z„¢ONU �ZT�� AIR I E.. SEWER, STORM OM ELECTRICAL)
ILLO¢Z=z
R 3 IN E CAL <G
,myzyxy USE CLASS "B" CONCRETE THROUGHOUT. s I, 77
12' 1 12' STEP STD. WQiLLs =p pm TOP OF COVER w0¢o,
=.pl 9 m USE FORMS TO CONSTRUCT THE BASE SLAB. m N c 4 N0. 840.66 Q U O Vr x Co m 0 A 0� A B B H S~ z Mr-'j
=w00 JUMBO BRICK WILL BE PERMITTED. CONCRETE BPICK OR 4" I' �� z� zFVD'1y¢Ei>J
Z r.rorm I1 N 1 OO LLpJ GIp F,. 1 ON
•wOP+ SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. ¢opN Oxyz T■ _ NOTE: THE USE OF PRECAST CONCRETE STRUCTURES FROM THE ,
y➢ IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, > LJ 0 - z ➢D rH.,
O 92
DyADD TO RASE AS SHOWN IN STD, NO, 1140.00. (- ,, g, Y-j'=y •. FN <"yr L_ _-_-___-_-_ ___I L__ -� iSp
- WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 1 e W o D= UU CORRESPONDING N C D O T ROADWAY STANDARD DRAWINGS I N LIEU O F
z THE TOP OF THE MANHOLE FLUSH WITH THE GROUND. AT OTHER X 3'-6" X O
LOCATIONS CONSTRUCT A MINIMUM OF 9" ABOVE THE GROUND. o� - R� BRICK I S ACCEPTABLE. BOTTOM OF COVER 1". PROVIDE MANHOLES OVER 3'-6" IN DEPTH WrH STEPS 12" ON DC-J
1" R.
Orr CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
4"
C - F - PLAN OF COVER
SEE NOTE N .. _ P 2 _9 I oY 9„ 2 m O IU
z -�WND LINE
O �' """"____'�iliili 5-6, _ o z PLAN OF FRAME EI. >
w D SECTION ON C LL S w r.11 Y2" o
O O w
r T LD z
Y�I zgg J a m = 2,-1,14 < z
D 1r-1144" 44"
y 7oC O = y D W AR P',I
c PART SECTION Y-Y - - o m o - _ , i _ ```Y�
w� zY°C S i
TYPE Mi LL ••'''i
o z �I
S o y M r = D 1" 344 �1 'rI`7'2 -
ro O y / \ w
QH O w L 1§^ �444" yJ =
m m i MINIMIY DIMENSIONS AND QUANTITIES FOR MANHOLE Z - - NS '
H• o • ¢ SEAL
w PIPE W. YDS. TOTAL MICR m. YOS. BRICK OEGICIIONS _ J m o w 19 \ �� 1 -10i S" (J,J z _ 025503 .
m DIM. CONCRETE CU. YRY R FT. K E( ONE m z m y j--L SECTION B-B W t,
p CU. T03. PER r. M. PIPE m.YD. ALTERNATE
m D BASE _ A_QMM 3-L BELAY 3-L C.M. R.C. ••
US
w a _+ -
�i ' FtCINEEQ:'Q4i`: .
.12"---0.560 0.530 0.323 0.020 0.032 N 4iB 2 012 \�� FRAME YWEIGHTS - CBS. ••
15" 0.580 0.530 0.329 t..KO44
.031 0.047 2r-9Mrr / \\ FRAME - 7B0
18" .530 0.329 0.065 ICOVER - 120 Cis" 0.580 0.530 0.323 0.065 ITOTAL - 300�30" 0.560 0.530 0.323 0.170 SECTION A-A'Y O A• N``.
30"0. 0 0.530 0.323 . 10.170 \ / SPECIFICATION q"'l+nlillsllA`n
CLASS 30 IRON MEETING
ET 1 OF 1 Y.SHEET 1 W 7 ET t OF I - ASTY A-48 SH40EET I OF 1
840.51 SECTION X-X 840.51 840.54 TYPE Wz 8.54 FOR FINAL DRAWING -
REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
' DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for County Permits
01105/2012
PROJECT: 7101-111750
DATE: 10/05/11 _
DRAWN BY: RAC/JBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
GRADING AND
DRAINAGE
A DETAILS
I I
I/
I
CG=501
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
1 3
4 5 6 DESIGN DEVELOPMENT
2

i=
C
A
E
EROSION CONTROL NOTES
1. CLEAR AND REMOVE FROM SITE ALL TREES, SHRUBS, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED
CLEARING LIMITS. DO NOT DISTURB INSIDE TREE PROTECTION FENCING.
2. 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
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED.
3. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL
INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY EROSION CONTROL OFFICE AT 910-798-7139, IF REQUIRED.
4. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE INSTALLED AROUND
PROTECTED TREES OR GROVES OF TREES AND NO TOOLS, STOCKPILES, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN
THE TREE PROTECTION FENCING.
5. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED LANDFILL REGULATED BY THE DIVISION
OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971.
6, ANY MATERIAL TAKEN OFF SITE MUST BE HAULED TO A LEGALLY OPERATED LANDFILL REGULATED BY THE DIVISION OF
WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE MINING ACT OF 1971.
7. CONTACT PERSON SHOULD ISSUES ARISE DURING EROSION AND SEDIMENT CONTROL MEASURES:
BOB HARDIN, PROJECT MANAGER
IKA WORKS, INC.
2635 NORTHCHASE PARKWAY SE, WILMINGTON, NC 28405
PHONE: [phone]
EROSION CONTROL MAINTENANCE
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF
INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES/EXITS THAT WILL BE PERIODICALLY TOP -DRESSED WITH
2-3" COARSE STONE TO MAINTAIN 6' THICKNESS. ENTRANCES/EXITS WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD
OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE/EXIT OR PUBLIC ROADWAYS. (NCDENR PRACTICE 6.06)
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX.
WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS
AS DESIGNED OR IS DAMAGED. (NCDENR PRACTICE 6.62)
4. SEDIMENT WILL BE REMOVED FROM BLOCK AND GRAVEL INLET PROTECTIONS WHEN THE SEDIMENT REACHES HALF OF THE
DEPTH TO THE TOP OF THE BLOCK. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT CONTROL MEASURE NO
LONGER DRAINS AS INTENDED. REMOVE DEBRIS FROM THE ROCK AS NECESSARY TO ALLOW FOR PROPER DRAINAGE.
(NCDENR PRACTICES 6.52)
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO THE SEEDING SCHEDULE
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
SEED AND MULCH SPECIFICATIONS
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED OR RIPPED TO A MIN.
DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. IF NECESSARY,
LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING FOLLOW SOIL TESTS AS
SPECIFIED IN THE TABLE.
2. MULCH TEMPORARY OR PERMANENT SEEDINGS IMMEDIATELY. AREAS THAT CANNOT BE SEEDED ACCORDING TO THE
PLANTING DATES SHOULD BE MULCHED TO PROVIDE TEMPORARY PROTECTION OF OPEN AREAS, SHRUBS, AND TREES.
USE STRAW MULCH AT A MINIMUM MEASURE FOR TEMPORAY AND PERMANENET SEEDING IN OPEN AREAS. USE A
STRAW WITH NETTING FOR DIVERSION DITCHES.
3. CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION GROWTH. REFER TO THE
EROSION CONTROL MANUAL FOR A UST OF STABILIZERS AND FOLLOW MANUFACTURER'S SPECIFICATIONS.
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 DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED.
4. THE FOLLOWING TABLES ARE REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6.10 AND 6.14.
NPDES PERMIT NCG 0100M PLAN NOTES:
1. ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE PLANS SHALL CONFORM
TO GROUND STABILIZATION REQUIREMENTS OF SECTION II.B.2 GROUND STABILIZATION.
2. ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE SEDIMENT BASINS SHALL CONFORM
TO SURFACE WITHDRAWAL REQUIREMENTS OF SECTION ILB.4 SEDIMENT BASINS.
VEGETATION PLAN SPECIFICATIONS
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED
OR RIPPED TO A MIN. DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO
PROVIDE A UNIFORM SEEDBED.
2. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING OR
SOD. FOLLOW SOIL TESTS AS SPECIFIED IN THE TABLE.
3. FOR OPEN AREAS, USE STRAW MULCH AS A MINIMUM FOR STABILIZATION IF THE AREAS
CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MULCHING PRACTICES
ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING.
4. FOR DITCHES AND SLOPES, USE EXCELSIOR MATTING AS A MINIMUM FOR STABILIZATION IF
THE AREAS CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MATTING
PRACTICES ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING.
5. CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION
GROWTH. REFER TO THE EROSION CONTROL MANUAL FOR A LIST OF STABILIZERS AND
FOLLOW MANUFACTURER'S SPECIFICATIONS.
6. THE FOLLOWING TABLES ARE REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6.10
AND 6.11, AND THE STABILIZATION TABLE IS REFERENCED FROM NPDES NCG 010000.
TEMPORARY SEED TABLE
GRASS TYPE
AMOUNT
1000 S..
TIME OF
SEEDING
INITIAL
FERTILIZATION
RYE GRAIN
1-2 LBS.
I NOV. THRU JAN.
BY SOIL TEST
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
BY SOIL TEST
GRASS/PLANT TYPE
TIME OF
PLANTING
INITIAL
FERTIUZATION
35% BERMUDA SEED
APR. THRU OCT.
BY SOIL TEST
10% CENTIPEDE SEED
ZONE 8
or BY SPECS
30% CREEPING RED
FESCUE SEED
25% WINTER RYE SEED
BERMUDA/CENTIPEDE SOD
APR. THRU OCT.
BY SOIL TEST
ZONE 8
or BY SPECS
STABILIZATION SCHEDULE
SITE AREAS
STABILIZATION
TIME FRAME EXCEPTIONS
DITCHES/SWALES
7 DAYS
NONE
HOW ZONES
7 DAYS
NONE
SLOPES > 3:1
7 DAYS
IF SLOPES ARE<= 2:1 AND HORIZ. L=10'
STABILIZE WITHIN 14 DAYS.
SLOPES =< 3:1
14 DAYS
IF SLOPES HORIZ. L > 50'
STABILIZE WITHIN 7 DAYS.
ALL OTHER AREAS
14 DAYS
NONE EXCEPT AS APPLIES ABOVE
6" THICKNESS
PLAN VIEW
AS NEEDED (50', TYP.)
E6" DIVERSION TO DIRECT
RUNOFF FROM R/W
SECTION VIEW
TEMP. CONSTRUCTION ENTRANCE
NOT TO SCALE
_ 8' MAX. LENGTH
1 , MP STRAND MIN. 114 GAUGE I
BOTTOM STRAND MIN. 114 GAUGE
0
n
z
0
N
� 4' X 8' TRENCH UNED
W/ 12. OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES,
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFWS OR POLYESTER. WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REOUIREMENTS
IN ASTM D 6461 MID ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MNAIAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
SILT FENCE
CALCULATIONS
SILT FENCE LF
DRAINAGE AREA (SF)
REQ'D FENCE (LF)
OK
1 235
24,663
226
YES
2 150
13,839
127
YES
3 220
6,087
100
YES
TEMP. SILT FENCE
NOT TO SCALE
12" MIN. THICK
OF NCOOT #5 OR
#57 WASHED STONE
OF,
�,SERIENDIT
W�W
i0
MATCH
�TOP OFGM
DITCH
4'
STQRAO,
NCDOT CLASS
B EROSION
NON -WOVEN
I 2'
I
CONTROL
FILTER FABRIC
STONE
(d50=8-)
c
STONE SECTION WITH A WEIR
TEMP. CHECK
DAM
NOT TO SCALE
EXISTING TREE
� I
DRIPLINE
' I
3' MIN. STAKE
HEIGHT ABOVE
PROTECTIVE I I GRADE
BARRIER
1
I
FEEDER ROOTS FEEDER
ROOTS ARE LOCATED AT
"DRIPLINE' OF TREE AND
Ix
PROVIDE TREE WITH
MOISTURE AND NUTRIENTS. ELEVATION
SEE NOTE 1 h NOTE 4
STEEL POSTS 2 FT IN
GROUND.
MAX 4'
19-GAUGE & 0.25" MESH
OPENING HARDWARE
'o CLOTH EXTENDS MIN. 2
FT ABOVE GROUND.
a
i
NCDOT #5 OR #57 WASHED
STONE PLACED TO A HEIGHT OF
16" MINIMUM ABOVE TOP OF BOX
0 2:1 SLOPE.
NOTES:
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/If steel) 2 FEET INTO THE
GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH
WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET
ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES
LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM
THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED
INLET; UNLESS OTHER SEDIMENT -CONTROL DEVICES ARE INSTALLED TO
PREVENT OFF -SITE SEDIMENT -RUNOFF.
TEMP. STORM DRAIN INLET PROTECTION
OF TREE IS NEEDED FOR LEAF
TO PRODUCE OXYGEN, FILTER
REDUCE WAND, SOFTEN NOISE,
OV1DE BEAUTIFUL APPEARANCE.
DISFIGURE CROWN WITH
I
DRIPLINE
PLAN
STRUCTURAL ROOTS STRUCTURAL ROOTS
LOCATED NEAR BASE OF TRUNK ARE NEEDED
TO GIVE SUPPORT TO ENTIRE TREE. IF
REMOVED, TREE CANFAIL AND DAMAGE
PROPERTY. SEE NOTE 2 G NOTE 4
TREE PROTECTION NOTES
1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL
BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS,
TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
2. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT
BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS
SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IS CLOSE
PROXIMITY TO PROPOSED CONSTRUCTION. [18-457(6)]
3. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT. [18-458]
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON
TREE PROTECTION REQUIREMENTS AND METHODS. [18-457(D)]
5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.[18-4581
6. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED
WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND
GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. [18-458]
7. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(C)] AND ANY TREES IN ANY
REQUIRED BUFFERS [18-456(B)] ARE REQUIRED TO BE RETAINED. TREE PROTECTION FENCING
SHOWN ON PLANS DELINEATES TREES TO BE RETAINED.
TREE PROTECTION DETAIL
NOT TO SCALE
i-nlA
NOTES:
1. INSTALL CLASS B STONE IN A SEMI -CIRCLE AROUND THE PIPE INLET.
THE STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES
INTO THE EMBANKMENT. THE MIN. CREST WIDTH SHOULD BE 3-FT,
MIN. BOTTOM WIDTH SHOULD BE 11-FT, AND MIN. HEIGHT 2-FT, BUT
ALSO LOWER THAN THE SHOULDER OF THE EMBANKMENT OR
DIVERSIONS.
2. PROVIDE SEDIMENT STORAGE 18-INCHES IN DEPTH AROUND THE TOE
SLOPE OF THE ROCK. ONCE DISTURBANCE IS COMPLETE, FILL IN
SEDIMENT STORAGE AND RE -GRADE DITCH TO FINAL ELEVATIONS.
TEMP. HORSESHOE RLTER BERM
NOT TO SCALE
PLAN
FLOW
PIPE DIA
STONE DEPTH (t)
�-
`-NCDOT CLASS B (d50=8")
NON -WOVEN
EROSION CONTROL STONE
FILTER
ON A LAYER OF 4" NCDOT
FABRIC
,#5 OR #57 STONE
SECTION
RIP -RAP APRON SCHEDULE
RIPRAP LOCATIONS
PIPE DIA.
(IN.)
LENGTH, L
(ft)
UPSTREAM WIDTH,
3XDIA (FT.)
DOWNSTREAM
WIDTH, W (FT.)
STONE THICKNESS
t (IN.)
RRA #1
18
6.0
4.5
4.5
10"
RRA #2
18
9.0
4.5
6.0
12"
RRA #3
12
29
3
8
10"
RRA #4
12
28
3
8
10"
RRA #5
12
32
3
8 1
10"
PAVEMENT CURB
NOTES:
1. LAY BLOCKS ON ITS SIDES IN THE CURB OPENING TO ALLOW FOR -
DEWATERING THROUGH THE STONE. STACK BLOCKS AS NECESSARY TO
REACH HEIGHT OF THE EXISTING CURB AS A MINIMUM.
2. UNIFORMLY SLOPE THE STONE AT A 2:1 SLOPE UP TO THE TOP OF
THE BLOCK(S).
TEMP. BLOCK AND GRAVEL
INLET PROTECTION
NOT TO SCALE
1-140
N
7A
73
Nf Q
m �
o
A
TNCH PARKWAY SE
NOR -�
SITE
z/
w
N
1
z
73
x
0
m
m
0
0
GORDON ROAD
LOCA TION MAP
NOT TO SCALE
IKA WORKS, INC.
NORTH AMERICA
EXPANSION &
RENOVATION
v
�Nfz1Q1h4&(Y=
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL.(910)343"1048 FAX.[phone]
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3P.COM
t R
SEAL, a
_ az55D3
op
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTRUTE OF ARCHITECTI
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
N0.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for DWQ Permit
01/12/2012
PROJECT: 7101-111750
DATE: 10/06/11
DRAWN BY: RAC/JBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
EROSION
CONTROL
NOTES & DETAILS
I
I
I
CE=501
1
3
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
DESIGN DEVELOPMENT

IKA WORKS, INC.
A
�3
45'
n
J
rn
to
kF 18"RCP
1$"FE-S
36- -
t
I rn I
A-) �
I I , ;) i RE -GRADE SIDE SLOPES TO 2.5:1
I 'q IN ORDER TO TIE TO EXISTING POND SLOPES
i t � 30
48'
ri
LL
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I I I II I.
I
o'
I I I I I hII
U) I I I PROPOSED TRASH DEVICE
i, (SEE DETAIL THIS SHEET) TOP OF DAM
EL. = 35.00'
• } 1 2.5 _SPILLWAY EL = 34.00_
-IjI
I N N I I' ' , '
j J ! •i � I, FLOW FROM 10 ADJUSTED 24" RCP
I• I N N EXISTING PIPE OUTFALLS TEMPORARY 130.69' TEMPORARY POOL= 30.69'
1 00 00 (A 01 — f— —
. 1
O FOREBAY WEIR
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1- ---FO2-RE8BAY _PO-OL_ EL-.- (-NW_S)--=o -
30�-.B0O' T
jTO"
EL.
L. -29-.50-'-
-_
PERMANENT
— PO—ir% OL— EL.
L. (NORMAL
��W1i
A\TER S
—URFA-C—E -
3
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11
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-----
-
EXISTING
8" PVC C
25 INV 30.0'
L_ NN
L I _ 1 Q
SEDIMENT CLEANOUT EL�ADJUST 24" RINVERTSEDIMENT CLEANOUT EL
.
POND BOTTOM EL.= 27.00' EXIST INV=30.52'
FOREBAY 27.00' NEW INV=30.69'
LI
56' FOREBAY AND WET POND SECTION
NOT TO SCALP
(,IRE-GRADE SIDE SLOPES TO 3:1
IF POSSIBLE AROUND BUILDING CORNER
00 12' PVC PIPE
HOLE DRILLED TO SLIP
OVER
EXISTiNG 8" PVC
AP.A DRILLED CORE 12" PVC TO SLIP OVER 8" PIPE AND CAP
CAULK JOINT WITH
1 0 SILICONE CAULK
0 AA EXISTINGPVC
HOLES 0
DRILLED ON INSTALL 8" CAP AND
3 SIDES DRILL
ORIFICE
THE SPRING LINE
-GRADE SIDE SLOPES TO 3:1 SECTION A -ARE
HAND CLEAR VEGETATION TO LIMITS
AS INDICATED ON SHEET CG-101. 12" PVC PIPE CAPPED ON CEND
S"HOLES DRILLED SIDES EVERY INCHES ONCENTER.
89 PVC OVERFLOW STRUCTURE
MODIFICATIONS
(AilN NOT TO SCALE
I ERMANENT POOL ELEV=30.0'P
CIO LF
i0c
V, �_
38
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LEE
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---------------
----------- ---- EXlS77NG _i
PROPOSED POND MODIFICATIONS PROPOSED INV=30.69
10' 0 20' 40'
SCALE: 1"=20' (Horiz.)
EXISTING EMERGENCY
SPILLWAY
I-140
N
�Z_
m
v
m o
o�L
PARKWAY SE
NOR1HG� �
S/ TE
Z/
w
N
1
Z
C
0
m
m
0
0
GORDON ROAD
LOCATION MAP
NOT TO SCALE
WET DETENTION POND NOTES
1. TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN
POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY-
2- SEE SHEET CE-101 EROSION CONTROL CONSTRUCTION
OPERATIONS TO ENSURE SEDIMENTS DO NOT ACCUMULATE IN THE
FINAL POND AND FOREBAY DESIGN
3- SLOPES ABOVE PERMANENT POOL AROUND THE INSIDE AND
OUTSIDE OF THE POND SHALL FOLLOW SEED AND MULCH SPECS,
SEE EROSION CONTROL NOTES, SHEET CE-501.
NOTE: THE ORIGINAL DESIGN OF THE STORMWATER OUTLETS WAS BASED
UPON NGVD29 WHICH IS APPROXIMATELY 1 FOOT HIGHER THAN NAVD88.
THEREFORE THE ELEVATIONS OF THE INVERTS APPEAR TO BE 1' LOWER
THAN ORIGINALLY PERMITTED THROUGH NCDENR-DWO.
BEFORE YOU DIG I
CALL TOLL FREE
WITH 48hr NOTICE
1-800-632-4949
r NC ONE CALL CENTER
NORTH AMERICA
EXPANSION &
RENOVATION
v �MMM&CREED
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TEL. [phone] FAX. [phone]
NC LICENSE #F-1222
- LS3P ASSOCIATES LTD.
2628 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
WW W.LS3P.COM
AR
_ • S DN :y �r
9l u •�
SEAL
025503
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECT:
COPYRIGHT 2011 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Issued for Permits
11/3/2011
2
Issued for DWO Permit
01/12/2012
3
Issued for County Permits
01/17/2012
PROJECT: 7101-111760
DATE: 10/06/11
DRAWN BY: RAC i
CHECKED BY: RAM
MC PROJECT ND.: 4853-0012
WET
DETENTION
POND
DETAIL
CN-501
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
DESIGN DEVELOPMENT
1 2 3 I 4
5
N

IKA WORKS, INC.
E
0
C
U
m
s
S
S
S—
S
_g
NORTH AMERICA
EXPANSION &
RENOVATION
v �1VFKIM&CREED
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA28401
TEL.[phone] FAX.[phone]
NC LICENSE #F-1222
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
W W W.LS3 P.COM
G
FINAL DRAWING -
FOR REVIEW PURPOSES ONLY
EMBERS OF THE AMERICAN INSTITUTE OF ARCHRECTt
:OPYRIGHT 2011 ALL RIGHTS RESERVED
IRINTED OR ELECTRONIC DRAWINGS AND
)OCUMENTATION MAY NOT BE REPRODUCED
N ANY FORM WITHOUT WRITTEN PERMISSION
:ROM L83P ASSOCIATES LTD.
No.
Description
Date
1
Issued for Permits
11/3/2511
2
Issued for DWO Permit
01/12/2012
PROJECT: 7101-111750
DATE: 10/05/11
DRAWN BY: RAC/JBS
CHECKED BY: RAM
MC PROJECT NO.: 4853-0012
DRAINAGE
AREA
MAP
w
1 !. J Y J 0
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
DESIGN DEVELOPMENT

I 1
1 PORTION OF SW8 940714 t
STORMWATER POND DRAINAGE I AREA WITHIN PROP POND DA = 117603 SF
AREA 16 08 AC PERMITTED 30% BUA MAX-=-35 281 SF
I TREATED RAINFALL DEPTH 1 0"
1
00�
i
PORTION OF SW8 000720 ' 11 PORTION OF SW8 101018
�EA WITHIN PROP POND DA — 35,088 SF AREA WITHIN PROP POND DA = 64818 SF
STlMATED 50% BUA MAX = 17,544 SF I ESTIMATED 50% BUA MAX = 32 409 SF
EATED RAINFALL DEPTH 1 5" 1 I TREATED RAINFALL DEPTH 15" 1 I
1 1 _
ROAD RIGHT- OF- WAYS I
-_-_-_---_AREA WITHIN PROP POND DA_= 99.752
_ EXISTING BUA _ 39 253 SF - _ _ - - - _-Z.,
TREATED RAINFALL DEPTH 1 0" - _ - _ OR- rt,�. -Z., — _ J f I
' PERMIT NOT FOUND
I AREA WITHIN PROP POND DA = 18 479 SF
EXISTING BUA = 4 411 SF
TREATED RAINFALL DEPTH 1 0'
If
r��%
PERMIT DATA���""��
AREA = 197 327 SF
OFFSITE BY '� MITTED = 99,207 SF
DRAINAGE AREA 4 58 AC - ALLED = 92 262 SF
PROPOSED 2015 IKA EXPRNSION 1 FUTURE BUA REMAINING = 6.945 SF
AREA WITHIN PROP POND IDA = 167 492 SF 1 99,207i F BUA TREATED RAINFALL DEPTH 1"
PROPOSED BUA = 105 3' SF
i
i
TREATED RAINFALL DEP_�
d
F` w-
1 5" 1 2012
ADD
DEMO
FIITIII
A—
PROPOSED STORYWATER POND 1
— I _
1 DIFICAT10N
5,181 SF, 6UAa''
20,123 SF EXISTING BUA
L,/
ALLOCATION -FROM 1988 = 6,945 SF
, 13 SF BUA ADDITION 115
BUA- AT RAINFALL DEPTH OF
^S�F
,. >� 8waunuiurtl
e;
I,
50 0 50 100
SCALE 1-50 (Honz)
NORM G Lspp jw, C( SSION
M cn>JN to
ERVE
JAN 11 2016
— 8Y
pypl J
e4c"EE
II�Ib
V
e. N rm&CREED
�%
243 North Front Street
Mor,ngton North carw,na 28401
Phone [phone] Fax [phone]
ki
m°�'
mcreed com com
IKA WORKS INC
'� /,� 2635 NORTHCHASE
PN% PARKWAY SE
WILMINGTON, NC 28405
IKA WORKS, INC
WESTERN EXPANSION
NEW HANOVER COUNTY, INC
DRAINAGE AREA MAP
AND BUA SUMMARIES
rA ° �"'
WECNEO R.W
PROl ,,« aAe
no^
e.
DA-102
w�
CA�II 1
Ex
SG1VS FlNAL DESIGN
NOT RELEASED FOR CONSTRUCTION,
REN90N8