SW8160907_APPROVED PLANS_20161222

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 l bog04
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE got& 1 a 32
YYYYMMDD

FOOD LION, LLC
PARCEL LINE (TYP)
i
--3,955 SF (100% BUA) OWNED BY BY
FOOD LION. LLC AND DRAINING TO AN OFFSITE '
_ BMP (EAST POND) OWNED AND MAINTAINED BY
VNC-SOUTHPORT, LLC
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FOOD LION, LLC — I
DA 4=PARCEL AREA
REMAINING OUTSIDE OF —�
BMP DRAINAGE AREAS
=58,384 SF FOOD LION, LLC
= 1.34 AC WEST POND-DA 1
— =217,537 SF
I =4.99AC i�{
II ,I l t r
/ 14,470 SF (100% BUA) OWNED BY FOOD LION, LLC
` Y'I j AND DRAINING TO AN OFFSITE BMP (EAST POND) l
FOOD LION, LLC I I I t ' L I OWNED AND MAINTAINED BY VNC-SOUTHPORT, LLC
PARCEL LINE (TYP)
QUTP POSED
WEST POND
1
_ 1 17 AC:
FOOD LION, LLC _
DRAINAGE AREA LIMITS (TYP)
T R2 II /�
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13.13 AC. �� - I I� I 1 t �
1 II N T Ol1Pt;n, ENARONMENT
48,886 SF (47,180 SF BUA) OWNED BY EXISTING STREAM III r �S SION
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VNC-SOUTHPORT, LLC AND DRAINING TO M �� � IVI d ,JIV
AN OFFSITE BMP OWNED AND MAINTAINED � I CAt4N
BY FOOD LION, LLC �I
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DRAINAGE AREA MAP
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FOOD LION, LLC
PARCEL LINE (TYP)
31,955 SF (100% BUA) OWNED BY BY
FOOD LION, LLC AND DRAINING TO AN OFFSITE
BMP (EAST POND) OWNED AND MAINTAINED BY
VNC—SOUTHPORT, LLC
` FOOD LION, LLC
DA 3 �' '� to \\
= 50,855 SF FOOD LION , LLC ��\
so' o so' ioo'- - - - - - -j = 1 .17 AC LOT #1 n6 + 6.78 AC.
/
SCALE: 1750' (Horiz.) as ° to11A \\\ 1 /% /
FOOD LION, LLC —
DA 4 = PARCEL AREAmoiinmi
111HO
REMAINING OUTSIDE OF i 79 /
BMP DRAINAGE AREAS \ \
= 587384 SF FOOD LION, LLC
W
= 1 .34 AC ; WEST POND — DA 1
= 2173537 SF
i I = 4.99AC
\ 14,470 SF (100% BUA) OWNED BY FOOD LION, LLC
Y AND DRAINING TO AN OFFSITE BMP (EAST POND)
FOOD LION, LLC OWNED AND MAINTAINED BY VNC—SOUTHPORT, LLC
PARCEL LINE (TYP) r
�WEST POND PROPOSED
` OUTPARCEL #5
1 .17 AC. v
FOOD LION , LLC /
DRAINAGE AREA LIMITS (TYP )
PROPOSED
LOT #2
LL
13.13 AC.
48,886 SF (47,180 SF IBUA) OWNED BY EXISTING STREAM /
VNC—SOUTHPORT, LLC AND DRAINING TO C /
AN OFFSITE BMP OWNED AND MAINTAINED
BY FOOD LION LLC
/
i
/
- _ Noppi PROVED
�� \ NAGc EHrC 4fRo fN
/ alagA7 N
ECEIVE
DEC 2 2 2016
/ By. Ib�yo7
SEAL SEAL
, MRC FILE NUMBER
A <;` , 30050 Chagrin Boulevard 44 DATE: 0 6 523-00 01 SCALE I�
`/T■ 1�� /`� c , ,T/ LONG BEACH CROSSING MCA PROJ. # 6523-0001 CV1IoBE
S NF ■ '�■ &=L g DRAWN HORIZONTAL: DRAWING NUMBER
2� o �•''.� i �ii 1V Suite 360
Q� AL = Pepper Pike, Oh 44124-5704 DESIGNED VERTICAL:
's 02 3 i = 243 North Front Street pp CHECKED EX- 1
Wilmington, North Carolina 28401 Phone: [phone] PROD. MGR. RAM N/A
:9 '•,FNGINgF�;:'Q�r Phone: [phone], Fax: [phone] VISCONSI Fax: [phone] FOOD LION, LLC
'''cyARD•A•• License: F-1222 COMPANIES LTD
' Web Site: www.visconsi.com DRAINAGE AREA MAP STATUS: REVISION
REVI DESCRIPTIONS DATE �nnm ("
www.mckimcreed.com EXHIBIT RELEASED FOR PERMITTING

DATE:
COUNTY OF BRUNSWICK 05/29/14
SUBMITTAL:
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v 1 NC XHry 21 AW
ST
oil
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' NC HWY 13 /
REALIGNMENT
UNDER CO STRUCTION
NCDOT TIP R-3324 00 � O
2 �� x
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VICINITY MAP 1\1 i� `•I\,�,t��1► P A R C E L_ # 2210005 7 o
(Not to Scale) z W
LONG BEACH CROSSING C) O W
a a O Q
TYPE OF WORK:
OWNER SITE DEVELOPMENT WORK FOR COMMERCIAL DEVELOPMENT. THE SITE IS COMPRISED
JEFFREY COSSEL, P.E., LEED AP TELY 12.8 +/- ACRE PORTION OF THE LOT INCLUDED IN THE ALTA SURVEY. _ = EAR
VISCONSI LAND CO. OF AN APPROXIMATELY 75 '� _ 025503 c
30050 CHAGRIN BOULEVARD, SUITE 360 THE PROPOSED PROJECT WILL BE FULLY DEVELOPED UPON PROJECT COMPLETION WITH , �� �•°' F:�� ����
PEPPER PIKE, OHIO 44121
A GROCERY STORE AND ATTACHED RETAIL SPACE. FOUR OUTPARCELS WILL ALSO BE
PROVIDED WITH APPROPRIATE PUBLIC UTILITY SERVICE STUB LOCATIONS. THE SITE WILL ! 611 1111111111 111111 CIVIL
BE IMPROVED WITH WATER SEWER AND STORMWATER UTILITIES AND MASS GRADED TO ; W SURVEYOR
DAVID L. JONES, PLS APPROXIMATE FINISHED GRADE ELEVATIONS AS SHOWN IN THESE DRAWINGS.
MCKIM & CREED SHEET INDEX _
243 NORTH FRONT STREET _
STOIWN41 i2o ' ``�
SHEET # FILE # DESCRIPTION � �"""' L- — � _ ■4W / ELECTRICAL
III
WILMINGTON NC, 28401 1 G-001 COVER \ --_
910-343-1048 2 GdA 191 GENERAL * F ERAL NOTES LE—St�GERYE�-- \ -
910-251 -8282 (fax) 3 CX-101 EXISTING CONDITIONS \
[e-mail] 5 CD-101 SITEOP ANN PLAN \
6 CE-101 EROSION CONTROL PLAN — PHASE 1
7 CE-102 EROSION CONTROL PLAN — PHASE 2 '�'"�``
DESIGNER 8 CG-101 GRADING AND DRAINAGE PLAN w ""1°` � " `° `
RICHARD A. MOORS P.E. LEED AP 8A CCG-102 DRAINAGE AREA MAP <art�c> CG�ANN fa4�17
9 GH 191�TTCI•T* SITE PLANCIVIL
MCKIM & CREED i_E6 191 I eN9GG nr Pli A61 O_ BF=+ I
- tee, PS AN19 PRE)FIEE SANITARY SEWER
EE243 N.FRONT ST. 12 CS-5� T DETAILS 1� ;
WILMINGTON, NC 28401 13 CE-501 EROSION CONTROL DETAILS ey_2
— --
910-343-1048 14 CG-501 GRADING & STORM DRAINAGE DETAILS SITE LAYOUT
15 CG-502 STORMWATER DETAILS — DA#1 — WEST POND
16 CG-503 STORMWATER DETAILS — DA#2 — EAST POND 1 " = 150'
910-251-8282 (fax) T; ���,+�B� ,,,A FINAL DESIGN NOT RELEASED FOR CONSTRUCTION ( ) e ��
[e-mail] IV
"ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFICATIONS AND DETAILS" as . Sciprr
NUMBER DATE BY REVISION DESCRIPTION I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, of E. KCBE
1 7 2s 2014 RAM REVISED PER NCDENR COMMENTS Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel DES: KCBE
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that CHK: RAM
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with PROJECT NO.
" applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not
#6523-0001
APPROVAL STATUS DATE BY DEPARTMENT assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
❑ YES ❑ No ❑ NIA PLANNING may refuse to issue permits at facilities that the County deems are non-compliant with County Specifications. I also confirm EET NO.
m understanding that Count Inspections are for the sole use of the Count and I certify that I will not use, or direct others
H ❑ YES ❑ No ❑ NIA ENGINEERING t use, County inspections for State compliance purposes or any other purpose." ECEI� 1
❑ YES ❑ No ❑ N/A PUBLIC UTILITIES �' p
O
s BY:
0
N
H
y

GENERAL NOTES
LEGEND
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 10. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF
1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT TREE LEGEND
STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. STRUCTURE. SURVEY LEGEND DESCRIP11ON EXISTING PROPOSED
2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN 11 CEDAR CC = CONTROL CORNER
THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO . REFER TO BRUNSWA = RWD ♦ = RIGHT OF WAY DISC
CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE BRUNSWICK COUNTY WATT COUNTY WATER
AND SEWER EXTENSION POLICY.TER AND SEWER SPECIFICATIONS AND TO IPF • = IRON PIPE FOUND
IRF • = IRON ROD FOUND TREELINE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE 12. DO NOT PLANT TREES OVER WATER MAIN OR SEWER MAINS, AND DO NOT INSTALL IRS • = IRON ROD SET
PIPE(S). LANDSCAPING WITHIN THE PUBLIC UTILITY EASEMENT. SEE BRUNSWICK COUNTY N&C 0 = NAIL AND CAP PROPERTY UNE
EASEMENT SPECIFICATIONS. CRAPE R = PROPERTY LINE
3. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING = CHSX x = CHISLED X EASEMENT
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL AND SHALL N DISPOSED OF 13. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE 0 = CALCULATED POINT 5 5
OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. CONTRACTOR IS MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND Milt in DOGWOOD ❑E = ELECTRIC BOX CONTOUR UNE RESPONSIBLE FOR PERMITTING AND FEES FOR DISPOSAL. ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL LP >Y = LIGHT POLE 20.0
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. PPS = POWER POLE SPOT ELEVATION /�-
4. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES GUM #95869 = PP/LP NUMBER s
ENGINEER. NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR
y C- = GUY WIRE EDGE OF PAVEMENT
HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK aria' = HICKORY SSMH0 = SANITARY SEWER MANHOLE
5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION Lts ® = YARD INLET WATER LINE W
DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS ® = DROP INLETHOLLY Q = TELEPHONE MANHOLE FORCE MAIN FM
MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 14. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. METERS WILL NOT BE R/W = RIGHT OF WAY
SET BY BRUNSWICK COUNTY IF WATER METER BOXES, SEWER CLEAN-OUTS, VALVE DB = DEED BOOK SANITARY SEWER SS
6. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED ON BOXES OR OTHER APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED. _
THE PLANS. PAGE
N/F = NOW/FORMERLY
7. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR MAGNOLIA- 0hw = IRRIGATION VALVE STORM DRAIN
DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL = GUM/SIZE
AREAS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BY �
APPLICABLE REGULATORY AGENCIES AND PRIOR TO UTILIZATION BY THE CONTRACTOR. SWALE DIRECTION >
=NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. OAK/SIZE LIMITS OF CONSTRUCTION LOC
THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS rs = MIMOSA = PINE/SIZE
WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY it
CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN _ • ■ ■�
FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES PECAN = MAPLE/SIZE SILT FENCE
REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION
AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY = CHAIN LINK FENCE SEWER CLEAN OUT
AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO
= UNDERGROUND SANITARY LINE
E ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING WATER SERVICE ��
THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE = LINES NOT SURVEYED
CTRIC
SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. _ = CENTERLINE POPLAR = OVERHEAD ELECTRIC
CREEK WATER VALVE
8. ALL DITCHES SHOWN ON THE PANS SHALL BE INCLUDED IN THE BASE BID. SYCAMORE { = CONCRETE
9. L-- 7
ROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS DURING FIRE HYDRANT ASSEMBLY
\ = ASPHALT PAVEMENT I I
HAULING MUST BE INSTALLED OVER ALL LOADED TRUCKS TO OR FROM THE PROJECT �"J MISC HARDWOOD
SITE OVER STATE MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR =REMOVED IN UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR POWER POLE
REMOVED FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR •
FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED. SANITARY SEWER MANHOLE
SILT FENCE INLET PROTECTION
CONSTRUCTION NOTES: TEE -+�+
1. ESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS
PLUG
REGARDING EXISTING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND
CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE SURFACE OF THE
GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY
CHECK DAM
OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY
FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS
OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR
RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS
OBLIGATIONS TO SUPPORT AND PROTECT ALL EXISTING PIPES, CONDUITS, TELEPHONE LINES,
AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
2. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT
THE CONTRACTOR'S EXPENSE.
3. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF
UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF
NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
4. THE CONTRACTOR SHALL NOTIFY BRUNSWICK COUNTY WATER AND SEWER DISTRICT AT
LEAST TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION AND SHALL COORDINATE
ALL CONSTRUCTION PHASES WITH THEIR OFFICE.
5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES.
6. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE
AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL,
SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION
AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
7. WLL BE INSTALLED AT A DEPTH THAT WLL
36" COVER
THE PIA ES TER BELIOW NS PROPOSED GRADE UNLESS SHOWN OTHERWISE RONDTHESE PLANS OR OVER SITE DATA
DIRECTED OTHERWISE BY THE ENGINEER.
8. WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL 1. ACREAGE CALCULATIONS 3. ZONING INFORMATION
CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE AND PROPOSED LOT#1: 9.85AC* JURISDICTION: BRUNSWIC BRUNSWICK COUNTY
THE TOP OF THE SEWER PIPE. OTHERWISE BOTH SHALL BE CLASS 50 DIP, MINIMUM OF PROPOSED OUTPARCEL#2: 13.18 AC ZONING DISTRICT: NSWIC
20LF, CENTERED AT THE CROSSING. PROPOSED OUTPARCEL#3: 2.65 AC INTENDED USE: COMMERCIAL DEVELOPMENT
9. WHEREVER SANITARY SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A PROPOSED OUTPARCEL#4: 1.03 AC
MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, OR 18" VERTICAL PROPOSED OUTPARCEL#5: 0.82 AC BUILDING SETBACKS REQUIRED BY BRUNSWICK COUNTY
FRONT: 25'
SEPARATION . IF NEITHER OF THESE CONDITIONS CAN BE MET, THEN THE SANITARY SEWER TOTAL AREA: 27.53 AC
SHALL BE CLASS 50 DIP. SIDE: 10'*AREA INCLUDED IN PROPOSED PROJECT SITE = 9.65 AC REAR: 6'
10. WHEREVER WATER OR STORMWATER MAINS CROSS AN 18" VERTICAL SEPARATION SHALL
BE PROVIDED. IF THIS CONDITION CANNOT BE MET, THEN 20LF OF DIP SHALL BE REQUIRED 2. EXISTING CONDITIONSFOR MINIMUM LOT SIZE: 7,500 SF
A. UNDEVELOPED TRACT WITH CONCRETE PAD AND STEEL MINIMUM LOT FRONT: 100'
THE WATER MAIN, CENTERED AT THE POINT OF THE CROSSING. STRUCTURE WITH METAL OVERHANG. FRONTING ON LONG
11. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLIES SHALL BE SET AND BEACH ROAD SE.ADJUSTED TO FINISHED GRADE PER BRUNSWICK COUNTY STANDARDS AND SPECIFICATIONS. B. COMMERCIAL DEVELOPMENT TO THE EAST AND NORTHEAST; 4. STORMWATER TREATMENTHIGH DENSITY; COLLECTION SYSTEM
12. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH
C. RESIDENTIAL DEVELOPMENT TO THE NORTH, NORTHWEST AND WET DETENTION POND(S)TEMPORARY AND PERMANENT. SOUTHWEST;
D. UNDEVELOPED LAND TO THE WEST AND SOUTHEAST. 5. PUBLIC WATER PROVIDED BY: BRUNSWICK COUNTY
13. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR E. EXISTING HWY 133 (LONG BEACH ROAD) IS TO BE REALIGNED AS
TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE SHOWN ON THESE PLANS UNDER NCDOT TIP# R-3324. 6. PUBLIC SEWER PROVIDED BY: SOUTHEAST BRUNSWICK
ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. SANITARY DISTRICT
14. ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE
REPLACED SOLELY AT THE CONTRACTORS EXPENSE.
7. PARKING REQUIRED: 1 SPACE PER 200 SF
S PARKING REQUIRED=238 SPACES
. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PARKING PROVIDED= 301 (INCL HC) SPACES
PLANS.
a HC PARKING REQUIRED= 7&9ACES
N HC PARKING PROVIDED= 1
O
BY:
BY:
m
3
c SEAL SEAL
DATE: 05/29/14 R A�` FILE NUMBER
nu��ryry
C ° �% u 30050 Chagrin Boulevard MCE PROJ. # 6523-0001 02
N f�CTEM' ••• '0N9�"' `' ����+ - + •�� �+' Suite 360 9 LONG BEACH CROSSING DRAWN KCBE H6§izON`TdL:,- NG NUMBER
ALL 243 North Front Street Pepper Pike, Oh 44124-5704 DESIGNED KGBE Y N/A
= 2
Wilmington, North Carolina 28401
Phone: [phone] CHECKED RAM
3 s.t*01140-t-'04v Phone: [phone], Fax: [phone] ISCONC ' Fax: [phone] GENERAL NOTES & LEGEND PROJ. MGR. RAM N/A
7/28/2014 oc"4RU•A •• � License: F-1222 COMPANIES LTD
a ��R N �� Web Site: www.vlisconsi.com STATUS: REVISION
�• DESCR PTIONS DATE ����u n n naaaaa
REMSONS www.mckimcreed.com FINAL DESIGN-W TRELEASED FOR CONSMICTION
1
s
n

%
_ — — e — V _ SURVEYOR'S NOTES:
17�/ \ \ �� �J _25— i e - ~ #95672� - - - - - J ,+ 1. SURVEY' WAS COMPLETED BY MCK1M & CREED FEB. 2014.
i NA
' \ \J \ \ \� '24{ � Yj 1 �_ :`- 2�I��� C�ZrJ— - r0 S -.•... � ! , 2. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
1 ( • s � / ` � — \
2\ / \23— FEET UNLESS OTHERWISE SHOWN.
_„_ ,� --.,v o,� 2. BEARINGS & COORDINATES BASED ON NC GRID NAD 83 (2011)
2 � �� ggg5lpM - _._. �-__;� --2� `a VERTICAL DATUM NAVD 88, CONTOUR INTERVAL i'.
J. REFERENCES DEED BOOK 2300 PAGE 555
22 # EXISTING
�� \ 4. UNDERGROUND U VISIBLE
ARE SHOWN ONLY WHERE ABOVEGROUND
7 D 19 RIGHT-OF-WAY , SERVICES WERE VISIBLE.
TOP Zp. �� \ �2 / 5. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
C) \ `�7� rr \ �` \ EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
\ ! J 2O ,_15 y, \`�\� pM/J STATEMENT IS MADE CONCERNING THE EXISTENCE OF
J�� \ \ \J�� \ \I / 5Q7 A p T�g ``` q� $Te� ` a� \ g A 7 J�?a t UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
1 �f THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
S \ \ #15 ,D ES TR - \ ~ / / ` 6. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
s cC SOW Ty 1.,, SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
c DEMO TREE TYP. \ �^° ! ' ��� t3 1 . ' <'O 0' 7. sue✓£cr TO ALL £As£METVTs RIGHT OF WAYS AND OR
\ , \ .� ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY.--- - -- -- r � > \
\ I O DI �1 , \, �SSMN 2* 8 LAND PAGE DESCRIBED BEING THE S4ME AS DESCRIBED IN DEED BOOK 2300,
\\'i� �' �b \ \ \ ��� �1F�� TpP `\." J Top 2° 5 9. GPS USED TO ESTABLISH NORTH CAROUNA STATE PLANE COORDINATES ON
l,, l > TWO CONTROL POINTS. ALL OTHER SURVEYING MEASUREMENTS WERE M4DE
' `` t \ \` \ ( l Ty o sTo � ' SSM p 60 ` USING CONVENTIONAL SURVEY METHODS.
2CM LFpy 9c� — ~ /� / TOP Z 10. THIS PROPERTY SCALES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE
55MH 7g 0J
, THE 0.2X ANNUAL CHANCE FLOOD PLAIN.) ACCORDING TO FLOOD
1C�, INSURANCE RAT_ MAP PANEL NUMBER 2087, MAP NUMBER 372020870
Top IN DATED JUN£ 2, 2006. (NAVD 88 DATUM).
CAVED
EXISTING `� TOP � 5671 \ 11.BEINERT TAKEN AT THE CENTER OF THE BOX DUE N THE DEPTH AND PIPES
F
BEING OFFSET, UNABLE TO DETERMINE INVERT ON INDIVIDUAL PIPES AND PIPE
'� s \ SANITARY SEWER rya,1 " \ 9 \ SIZES.
\\\ I \ \ \o
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6 /� IRF 0 = IRON ROD FOND
UND
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\ \ t \ �QiL 9S l \ \ ❑E = ELECTRIC BOX
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\ \ 1 \ PP°O.� = POWER POLE
\ \
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MANHOLE
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_
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' \ = CENTERLINE OF CREEK
/ c; �f f// \� 1 \ \ _ � '\f \ - �l _ 2 30, BE ABANDONED
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DB 1362 PG 930 Q
PlD# 2210005614 A') /
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-------------
SEAL SEAL Mac FIE NUMBER
¢ATE: 05/29/14 SCALE
v 30050 Chagrin Boulevard LONG BEACH CROSSING DRAWN
PROD. # s52s-000l CX101
HORIZONTAL:
DRAWN KCBE DRANING NUMBER
;
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'� _ ' •• SEAL 243 North Front Street Pepper Pike, Oh 44124-5704
- _ 0255031 _ CHECKED RAM VER o(�
- _ Wilmington, North Carolina 28401 Phone: [phone]
Phone: [phone], Fax: [phone] V' C O N C ' PROJ. MGR. RAM
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' y�RD `' ` License: F-1222 COMPANIES LTD
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BUFFLEHEAD PROPERTIES, LL C
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\RS PID# 2210005614 EXISTING POWER POLES AND
Ab
SERVICE LINE DEMO
= EXISTING TREE R F.
CONCRETE
= ASPHALT PAVEM tT
seA� SEAL f
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DATE: 05 29 4 SCALE
(j'�'�/�' R �r7_ 30050 Chagrin Boulevard LONG BEACH CROSSING MCE PR ss23-oo01
V NjjQ &Ci WED g KCBE HO N AL
Suite 360 ev:- ` N
DESIGNED KCBE
SEAL 243 North Front Street Pepper Pike, Oh 44124-5704 CHECKED RAM ICAL: 4
c Wilmington, North Carolina 28401 �' 0 I Phone: [phone] PROJ. MGR. RAM f�-
[�y<tOINS — Phone: [phone], Fax: [phone] Fax: [phone] DEMOLITION PLAN
t RE�iSED PER NCOQtt cauiats 7/2e/zm4 ''�/,�RD A• ,.�``` License: F-1222 COYPANIEB LTD
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s RELEASED FOR CONSM11010N
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i \ ZONING :
r _ \ CO-R-6000_ RIGHT IN DRIVEWAY °" "
To o — 20. 00' � t t 1' 4,
PROPOSED FENCE N t
l SITE
/ O
— Gs- i PROPOSED
PROJECT SIGN #2
35,502 SF ~ 9S D ~— \ tt,'
\ 55 •► „� \\ EXISTING
\ J \ PROPOSED MIN R 1AI27 1 C f \\ \\\ t 1 RIGHT—OF—WAY VICINITY MAP — NOT TO SCALE /
\ : l1 RETAIL / \ \\\ ' i
\\\\\ \ FFE=23.3'
- - - - - - j �•• rn l \ \�\ I 1 EXISTING HWY 133
RIGHT-OF-WAY
50' 0 50' 100' 12 '� �, I PROPOSED LANDSCAPE
\ \ ^ ZONING: /
i 1 ISLAND (TYP.) SEE TABLE \ \\ \
I SCALE: 1"=50' (Horiz.) ` 21 \ \\
\ a•• ON THIS SHEET ® \ \\ \`\ CO-CLD
\ _ . . _ . . \ .. ► ► 30' \ \�\ \\ i FUTURE HWY 133
` 1 \ \ \,\� REALIGNMENT BY ! ! / /
12,000 SF Z, t� NCDOT TIP # R-3324
EXISTING STREAM I
\ \ ' PERMISSIBLE PROPOSED
\ BUILDING °'_ OUTPARCEL #3
\ I AREA "B" t '� 2.55 AC.
` EXISTING TOP FFE=22.5'
\ OF BANK
100' MAX,
ii
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CO-R-6000 OqA �L P
PROPO \ 2_( '� 0 _
STORMWAT R. \ I 10,800 SF I 1 j NEW DRIVEWAY tt
1\ QUALITY/DETE jION \ �, t ( PERMISSIBLE I CONNECTION
BUILDING WITH SIGNAL v
.65 AC. INCLUDING „ „ ,
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0' FF =20_5' — B illilliiiiiillw
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PROPOSED I f f
LOT #2
13.18 A C.
ZONING : 30—FOOT STREAM BUFFER _ f \ \ PROPOSED
CO-R-6000 r \ OUTPARCEL #4
ZONING: 3.85 AC.
1 "\
CO-CLD PROPOSED
, PROJECT SIGN #1 /
- \ X�
f/'� ZONING DIVISION LINE / \ �` \ \ \ ROP SED
PROPERTY LINE \ . � . ST ATER
JO' STREAM BUFFE'' \ \ \ \ QUALITY RE TENT ON LANDSCAPE ISLAND TABLE:
NOTES: Landscaped Min. Island Square Provided Island Square (Min. 2"Caliper/8 Height)
/ 62 AC. Island(s) Footage Footage Min. Number Required Number Provided Type(Common Name) Caliper(in)
1 . SEE SHEET 2, G-002, FOR SITE DATA // // t \ ( 1 144 230 1 1 Water Oak 2.5
/ 2 144 252 1 1 Green Ash 2.5
TABLE. / / / \ 3 144 289 1 1 White Oak 2.5
EXISTING STREAM / 4 144 207 1 1 Green Ash 2.5
2. FUTURE CURB CUT FOR ENTRANCE TO // / // / \ \ \ s 14a 262 1 1 White Oak zs
/ / \` \ \ 6 144 242 1 1 Green Ash 2.5
OUTPARCEL #3 SHALL BE LOCATED ON THE / /
ZONING t 7 144 234 1 1 White Oak 2.5
WEST SIDE OF PARCEL. \ CO-R-6000 //j // / / \ \ \\
8 144 207 1 1 Green Ash 2.5
9 144 289 1 1 White Oak 2.5
o \
3. EACH LOT SHALL BE SELF—SUPPORTING io 144 zo7 1 1 Green Ash 2s
/ it 144 234 1 1 White Oak 2.5
WITH REGARD TO PARKING AND SHALL \\ // / / \ 12 144 207 1 1 Green Ash 2
COMPLY WITH REQUIREMENTS IN BRUNSWICK \ l / 13 144 207 1 1 Green Ash 2.5
\ \\ \\ f / \ 14 144 207 1 1 Green Ash 2.5
\
COUNTY'S UNIFIED DEVELOPMENT CODE. \\\ // / ( is 144 207 1 1 GreenAsn
s �
N \ \
o SEAL SEAL .DATE:: 5 29 1 FN.E NUMBER
SCALE G
V �� 30050 Chagrin Boulevard LONG BEACH CROSSING MCE PROJ. 623—Doo, Y CS101
vNi ``` • O< ' ' NFKIM&CREED g DR ' KCBE HORIZONTAL•
• • •N9 . V Suite 360 M DRAWING NUMBER
b - DESIGNED KCBE s50'
ti = SEAL � ) 243 North Front Street Pepper Pike, Oh 44124-5704 ECKED RAM VERTICAL:
• Wilmington, North Carolina 28401 Phone: [phone] ROJ. MGR. RAM - VE%
';9s.FNgINg�E;.•' �: Phone: [phone], Fax: [phone] �I��O��' Fax: [phone] SITE PLAN
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ZONING : / ► ► I ►
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N _ _ - _ _ _ _ _ _ _ _ ✓ ► PROPOSED
20. 00' I I \ RIGHT INTMT7 s
_ LL
ji
175 I� ► ZONING:
D
PROPOSED \ CO-CLD
PROJECT SIGN #2 --�
35,502 SF ` I\�� \—
j � \\ I \ EXISTING
PROPOSED4
\ \\ ► RIGHT—OF—WAY VICINITY MAP — NOT TO SCALE
RETAIL
I \ \\ ►
"AEli
ll ll °' ` `\ `�� \\ FUTURE HWY 133
50' 0 50' 100' i j I \ \�\ ► r REALIGNMENT BY
" NCDOT TRIP # R-3324 \
SCALE: 1 =50' (Horiz.) `
1
/' /
( I I 12,000 SF ! '
UmTrru
1
EXISTING STREAM i ' PERMISSIBLE
! PROPOSED
BUILDING OUTPARCEL #3 j `;, ,
AREA B i 2.56 AC. I► \,\ / i l � f
I 1 1 i I i /
\ I I PROPOSED ACCESS, `, /{/
j ZONING : _ ___ _ _ ' I UTILITY AND DRAINAGE
CO-R-6000 \ -------------- -
EASEMENT (TYP) ► t �� j
PROPO 120'
STORMWAT R .
i 10,800 SIF
OAREAITY/DETEI�jION PERMISSIBLE
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FFE=20_5'
I
------ f
----- /
PROPOSED ---" If
-
LOT #2 ------_-------------------
13
30—FOOT STREAM BUFFER
�_
' PROPOSED
ZONING : -'' '' , LL
OUTPARCEL #4
3.85 AC.
ZONING: / 1 "� NEW DRIVEWAY
CO-CLD ' PYLON SIGN #1 CONNECTION
WITH SIGNAL
PROPOSED ACCESS, V ,
—� UTILITY AND DRAINAGE
♦ EASEMENT (TYP)
/
\ ZONING DIVISION LINE PROPOSED /
♦ ♦ / PROPERTY LINE STORMWATER
UALITY/DETENT ON
� AREA /
(0.62 AC.) ECEIVE
EXISTING STREAM
1
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CS101A
"� v N K12\4&CRIED
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y DRAWN KCBE DRAWNG NUMBER
Suite 360
x = SEAL '` p' Pepper Pike, DESIGNED KGgE "=so'
Q 243 North Front Street pp Oh 44124-5704 CHECKED RAM VERTICAL' 5A
ate " Wilmington, North Carolina 28401 Phone: [phone] N/A
w V I O �' PROJ. MGR. RAM
3 REVISED PER N:DENR STORM IER REVIEN COMMENTS 8/11/2DI4 � P . N E•. �: Phone: [phone], Fax: [phone]
'; GINE�r ( > ( ) Fax: [phone] PROPOSED SUBDIVISION
2 REVISED PER MMSWICK COUNTY SITE RENEW COIAENTS S/5/2M4 , �N4R•••••••" , COMPANIES LTD
p � License: F-1222
°3d 1 �SMM ��TS T/2r3/zm4 �., D A. �. Web Site: www.visconsi.com PLAN STATUS: REVISION
REV.M DEscw nONS DATE '��n.11"w � FN& DESIv M-NOT
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CB I I _ I i — . I
! \ PROPOSED FENCE I RIM=21.51' ( ( SWALE O 0.67x 'I I SWALE O 286x I /'
17� \ INV: 15.89'
LEVEL
PROPOSED \ �' \ P j
SPREADER
\j CP. T /� 23—
I ! ■ CL 2259 �_ 21.66 N
• � Q '175 \� \ DI 7 \ 36.00
�h Nry jwC� l >� ■ Z RIM-21.10' 2+. z.2e 1 \ 2�
17.41' 1 •?
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VEGETATED AIN IN z r ` �20 21 35
zzoz INV: 17.50'STRI TO REM ,
\\ NATURAL CONDITION CB 2 8• / \ \7 ■ CB 6A
RIM=19.13' RCp ` ! \ RIM=22.75' \� EXISTING J
i INV: 14.76' \\ I ?2 INV: 17.25' �l 1 RIGHT-OF-WAY !
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SCALE: 1"=50 (Horiz.) / INV: i3.9t' \ \ w h I DI 14 gyp— — �S TOP 0.
��. �� 6• ` ROOF RAIN LEADER CONNECTION ■ I RIM=21.60'
+a RSA ,, ti ( INV: 16.43', SSMH 8 \\ `, AQ !/
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\\ EXISTING STREAM v ^°` , z3., l .97 2' Mho 36
\ TOP OF BANK \, ; o
\\ / 7.93� 0 I 1 I \ ` / '`
21.80 !�!'1
20 I toDI
RIM-19.696
INV: 14.56PROPOSED HEADWALL \ REALIGNMENT
�BRIM=17.89 I
0' 22.5 UNDER- I(I 11
I/
1/SS ` \� '4 �o L 1 f CONSTRUCTION
(�j s INV: 8.22'
9,
211
t j f
ce 5 I ,/ ``.- � b` � .-• .. � „\ ) � ! � , � ', / jIl j
I \ S* RIM=19.52' I , \ \ DI 9 D115
\ 'P INV: 10.66'-, 9 RIM=17.90'
Gkj \ '`� RIM=19.96' /
1 DI 10 71INV: 13.40' INV: 13.43'
RIM=18 51' �9 9 s.79 i /
\ CB 11 INV: 13.30'
\ SEE SHEET OUTLET RIM=19.50' `\
\ CG-502 FOR PONDF -- INv: 10.5o'- -INv: 11so' --- -, 1e' RCP
\ E-. -'.A • � ` `� RCP ,9. 1 i I I 19 19.% .'
i \\ DETAILS \�� �(am: ie• Ra'-19
----- -------------- - -1
-----------------
\ \
19 � i
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r \ 4 a.oe I j RIM=18 96' -� 8 �7
/�\ wl 1 1 e� INV: 11.59' ~ �.'
1 \ FFE=20.5' '9—I PROPOSED ACCESS, - i6
— 1 1672 6; f UTILITY AND DRAINAGE-
CB / J
13 - — -7� � ' 1 = ~ ' / �``i 1, $ \� / -- 1 I /1f' EASEMENT (TYP)
13
l SS C1 16 1 92 1&46 ��� _--• 5 ° RIM=18.00' INV. 7.13' r 1 zaoo �i i
13.32' J I
�,j r ` �7�! ` fZ 1'2• 1 1 66 _ _ - - 161 16.21�18.34 d! C+ // / ' j
�`�\ 414=14 . 7 Z: __• r------- 1 ' � � ,� / /
IL _- i/.�. . t B 12 ` RIM=C1B7.45 0L -3 RIM=17.40 -- 17 _ 716 1> 0V MCP INV: 13.65', INV: 1219'
/ f \ _ l J� EXISTING
l
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1 '�- � 1 �� ^ "' -_.--�,JV� � \ .13 � ` �S, RIM=16.52' __�--
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14
\T7 / \ •~� 7-a� l `\� \�c CB 213
\ `~ 16 / RIM=13.33'
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/ �`� < --11J % 1� fin\\, �y� ',3-�."
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30-FOOT STREAM BUFFERAl
/ \
i
f Ir j� \ > PROPOSED ACCESS, DI 18 !
J f ra ` , \ `sl i _ ~ ` UTILITY AND DRAINAGE a \\ \ ( N �� RIM=73.1' I !
j \ \ L \ i \ INV: 8.56'
I f ✓ \ `� `` .�. EASEMENT (TYP) ,e ss `, 12 1.
i
PROPERTY LINEOUTLET
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♦ DATE: 05 29 14 SCALE Mac r
04 30050 Chagrin Boulevard LONG BEACH CROSSING MCE PR J. # 6523-0001 HORIZONTAL CG101
•• & g
of • Suite 360 DESIGNED KCBE 1' 50' DRAWMiD III
6 _ SEAL �11 _ 243 North Front Street Pepper Pike, Oh 44124-5704 CHECKED RAM VERTICAL: 8
g = 025503 VVV//s��sss Wilmington, North Carolina 28401 �I 0 �' Phone: [phone] N A
w = PROJ. MGR. RAM /
a REV6EDPERNCDENRSTORYWAIERREVIEWC0111IEI115 enI/�1a = �' FN fQ i�4.`: Phone: [phone], Fax: [phone] Fax: [phone] GRADING AND DRAINAGE PLAN
' i '•., GINS ,.• ( ) ( )
10 2 REVISED PER SRIAVSVAOC C"TY SITE REVIEW DONMENIS 8/5/�1a '', cy,�•�........ .� License: F-1222 COMPANIES LTD
I RENSED PER NCDETtlt COMMENTS 7/2e/2DIa �, RD A` Web Site: www.visconsi.com REV1swN
`.
REv.NO. DESCRIPTIONS DALE nnnn'11` F1NI1L DESK1-NOT
8 (RELEASED
TATUS:www.mckimcreed.com CONSTRUCTCONSTRUCTION FOCONSTRUCTION1
s
M
N
W
i

DA4
1 f t O \\
f
o =58,384 SF
v — =1 .34 AC
( T
' 2T I� r iiiT /
� ( DA 3
( " x s ;1 ��� EXISTING
BUA SWAP
1, RIGHT—OF—WAY
= 50,855 SF EXISTING I x=� 14} �
,,
� s i ,I
= 1 . 17 AC ; BUA IN DA 1
ail
50 0 50' ioo'- -- -- f i — 511437 SF '} `a �� t
SCALE: 1"=50' (Horiz.) 3 = 1 . 18 ACMW
" M EXISTING BUA IN DA 2
TO BE REMOVED
74,624 SF
i DA 11'.:
L
`\\ - 217 537 SF 4
-/
i = 4.99 ACNl
, !
Ill i i in
DA 2
\ = 202,300 SF
= 4.64 AC
STORMWATER PROJECT BOUNDARY
=529,500 SF
= 12.15AC
EXISTING STREAM
/
ECE
PAY 5
t
a
\ ' ' /.. . ... .... _ ,. — — — --- — -- --.. _... — -- -- . --- _--- —— — -- .. .. .-. — -- -- — — ----- ---- --- _ .....---- -
-- -- _-- -
SEAL SEAL
DATE: 05/29/14 SCALE NM: FU NUMBER
AR Oz ''% • ,111� MCE PROD. # 6523-0001 VG1 02
of —v'� �+ , 30050 Chagrin Boulevard LONG BEACH CROSSING
�j HORIZONTAL:
• q. ' DRAWN KCBE auvMc NUMBmT
S•.y91� Suite360 DESIGNED KCBE "ate,
SEAL
E 3 g If f�y Pepper Pike, Oh 44124-5704 VERTICAL 8A
243 North Front Street CHECKED RAM
ViImington, North Carolina 28401 I 0 I Phone: [phone] PROJ. MGR. RAM N/A
3 RENSED PER NCDORSTORYMA,DTREYEN'COMNENTS 8/11/2M4 10 •••yy'GtNEF't/4, - Phone: [phone], Fax: [phone] Fax: [phone] DRAINAGE AREA MAP
2 REWO PER RMSNOC COUNTY SITE REVEW COMMENTS BA12014 i, ( ••..• �:
, ,E�PS NCDDR CWMTS 7/25/4m4 '% RD p. .``� ` License: F-1222 COMPANIES LTD Web Site: www.visconsi.com STATUS: RENSION
REV.NO. DESCFW7N7N5 DATE � nn�� I
FINALwWW.mckimcreed.com RELEASED FOR CONSTRUCTION

THE CENTER OF FRAME AT THE EDGE
OF PAVEMENT IS THE STATION/OFFSET DO
FRAME, GRATE & HOOD POINT REFERED TO ON THE PLANS \ n v 2' " D W T AS zo
BACK OF CURB 12" GENERAL NOTES: \ I 0M GENERAL NOTES My
)( N 1. MORTAR JOINTS 1/2" +/- 1/$' THICK N\ 2-3/4" I ' f N] \ - Cam( USE 4000 PSI MINIMM COMPRESSIVE STRENGTH CONCRETE. y INTERNAL YIN. YIN. YIN. CIRCUMFERENTIAL QQ
H 2 CONCENTRIC DIAMETER WALL TOP/BOTTCI AREA OF STEEL QI-
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. I L t` P P iV �°Tnoo FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE SECTION z¢ ci
1'" w ACCORDANCE WITH AASHTO M199. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. r•nOV'
3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY/COUNTY ENGINEER. I _j - 00 Mm M'-I(
Y Y $" 4. ALL CATCH BASIN OVER S-6' IN DEPTH SHALL BE PROVIDED WITH STEPS If ' d j .z-4x> ASSEBLE RISER AND GRADE RINGS WITH THE SEEPS SPACED 12" (IN.) (IN.) c°°• IN.) oOyxz
\ .n ��DJJ O-1 FROM THE TOP TO TAM: BOTTOM OF THE MANHOLE. 8' MAX. STD. S GTH FABRIC W RE CE LU 6900
Z Li_x
A 1'-2" ON CENTERS. OD N'J N�O MERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 ° 0.+2 Q
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. \_ �\ - x o THE TOP OF THE MMABaLE FLUSH WITH THE GROW AND A MINIMUM s s B o.+s r-x z W
UTLET = IA I j S �L L Mn
6. JUMBO BRICK WILL BE PERMITTED. SECTION B-B P-P SECTION N-N N 1 I �00,_I 9" ABOVE THE ORCBD AT OTHER LOCATIONS. 8 s 9 o.1E NOo�
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO SECTION Rah $••-ND LIMIT DEPTH OF FILL TO SO'-0" FROM FINISx GRADE TO TOP OF OC
z .+
6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0". t` y� BOTTOM SLAB. ,y FH
8. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE I - - vi0 THE MIX. SLAB THICKNESS 'r' IS THE DIMENSION OF THE C3
>Y);;,. ..c••:,[;+ i.1 b0 z TRIMMEST Poflrl(IN OF THE TOP/BorraM SLAB. ALTERNATE CONE SECTION I-- -I ' c
)( INSIDE WALL, GROUTED AND BRUSHED SMOOTH. B J _ \ GRADE RINK
9. WEEP HOLES) SHALL BE PLACED IN BACK WALL A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC p LO • TOP MhTING OF REINABLE TOP
MAY BE NEGLECTED IF TOP SLAB HAS IN. AREA op STEEL
1 A DISTINGUISHABLE TOP AND BOTTOM. ECCENTRIC CONE IS 0.07 in.
PLAN S I N X- FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT to ° _ I W D' . 2 rr
WEEP HOLE. to �QO���O�QO�QO�QQ K 3'-0" K : N 0D m ^ wx. HPACIHK W
10, BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. i a1r" 1 1" YIN. #4°pr OF C X S R/F
(V 04 A A M s N co CLR. T IN MIDDLE WALL
REINFORCEMENT
OF�WALLLL� .•
OOO�OO�DOODU�O�� m
L rn . i� -�
O Z 1" MIN. LL
N L \ O r 'r �• SLABMOF #eR 0 °" CTS L IN TOP STEP STD.
B GO m
_ J M n Z I•+ EACIWMY/EACH FACE '. N0. e4D.aB
L a PLAN FRAME PLAN I S = FLAT TOP SLAB As H C a
_� FRAME GRATE, & HOOD ASSEMBLY - N REINFORCEMENT)
8" STEP 8" A - lb r y m� o emaa em.o. REIXFORCETIENT) Q y
r STEP - --I E11 m,rvre•:.wr uo.n O .
- \R x z ADDITIONAL Nu EACH LONGITUDINAL Do
A $ •.• • ..a I`^ III \ I d• C A O SIDE OF OPENIIO (1" xenxN:Ie �: "•^.� ADDITIONAL NI EACH REINFORCEMENT.2(MIN. C V7 a
I�/ A D CLEAR OF BOTTOM FACE �.� SIDE OF OPENING FACE)
flI� AS = 0.12 IN. /FT.) Q
_ 11 8' sLOT FOR I `� PLACE BARS DIAGONAL CLEAN OF BOTTOM FACE)
X _ N N I \ 1 2" BOLT pI VM O TO CORNERS (TYP.) �m Z =
_ (o C iO \ I = C3 w ro' V, F W
DO
OUTLET p D + c0 " IU�O (V -o a y Go J
_ + I 11-1/ -c�-T�I-- II \ Z FRAME &GRATE '. _ CN
_ = G = SECTION A-A M ' SF(:II()N 1 ,' _===..1 RING AID CWER _ S T
T m G) �� , -�•• FOR MANHOLE BASE I�•H Z
-7- 1 (a N M M -1 I ��-_ii-_III I ' rtky�. 4 '¢ U'
SECTION Y-Y HOOD ELEVATIONy l- H
• " . IHI --I---1 i . .d. . .p. :°'.' . FTGN (SEE STUD W
• M t__i�__I I , ,
II%_-u_ -_n� . .
G e e IL_____ I I I REOUIREO) Q
END ELEVATION SECTION J-J Fl4ANE CaRAIE AND F100D DETAL _ S � �. 1G26•°7 IF
1 m -__ i USE YIN. AREA OF STEEL
WHERE 30" TO 36' PIPE IS USED SIDE ELEVATION ZSECTIO N M-M NOT TO SCALE M IN BABE HUB OF
• • _-____0.121n2 PER LINEAR______. W
H1 FOOT EACH WAY IL
I WHERE 42" TO 54" PIPE IS USED TYPICAL MANHOLE SECTION
EEr 1 of 1 GRATED INLET OPTION MANHOLE OPTION SHEET 1 of 1
E 840.52 840.52
J M M 6' STORMDRAIN MANHOLE
LtA
FLOW NOT TO SCALE
(OPTION 1)
CONC. SLAB
PLAN OUTLET-
CATCH BASIN PLAN
STORM PIPE OUTLET-
INVERT TO BE SET AT
LEVEL ER
NOT TO SCALE HANNELRINVERT
DIFFUSE FLOW
NIA 00-000
Oil if
NOTES
7,7- �O
CONCRETE GRADE BEAM ��i 3dO do
--
(� �e P 1. ENSURE THAT THE SPREADER UP IS INSTALLED AT O%
t c P SPREADER LIP •a' GRADE (LEVEL) FOR UNIFORM SPREADING OF STORM
ao (O% GRADE - LEVEL) RUNOFF. o -
Lo 0 l:6' o 2. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL
0 0� DIFFUSE FLOW
o do O jD O -$' (NOT ON FILL)
° � PLAN
o °a ooOa O W 3. SET THE UP OF THE LEVEL SPREADER 1-3' ABOVE THE
0 0000° 0 / ° 000 0 0 0 DOWNSTREAM WASHED STONE TO AVOID BLOCKAGE. PIPE OUTLET TO FLAT AREA
0° 0 000 / 00 0 FLOW $► 4. GRADE THE LEVEL SPREADER CHANNEL TO FORCE ALL
J NO WELL-DEFINED CHANNEL
0 L (OPTION 2) RUNOFF OVER THE LEVEL SPREADER UP: THIS MAY La
REQUIRE CH NG UP THE SDES AND REAR OF THE LEVEL
,,�n �dd� dP#� M �, z SPREADER CHANNEL
0Wp ,p, S. THE LEVEL TREADER/HANNEL SHOULD FOLLOW THE
A d�P v CONTOUR H NATURAL GROUND - IT MAY BE EITHER
CURVED OR STRAIGHT.
-vb DIFFUSE FLOW 6. VEGETATE THE LEVEL SPREADER CHANNEL PER THE
v SEEDING SCHEDULE IMMEDIATELY UPON COMPLETION OF
NIR �� NOTs CONSTRUCTION
1.) usE�AiOWARECF (X COMPARABLE WINE MESH WITH MA UM OPENINGS OF Or x 0.5 As
TXA E PPWT a f tT ALL INLETS N RE DISTURBED SITE SOILS ARE NOT 3' (MIN) NON WOVEN
a) CE/AQNY FILTER FABRIC CONTROLLSTONE
3' E N T 57 (d50=8") EROSION
S)"RAPPING THE INLET GRATE NTH
SLT PENCE OR A LEOIESMLE FABRIC Is NOT ACCEPTABLE. WASHED STONEON
yyK NCDOTL#5 OR #57"
BLOCK AND GRAVEL INLET PROTECTION OUTFLOW PIPE 15'0 y�y STONE
PLAN VIEW oo� W DIFFUSE FLOW NOTES:
NOT TO SCALE m
I W 1. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP
H o o THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
FRAME & GRATE + MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
DEWEY BROS. �������� Tv a BANK, WHICHEVER IS LESS.
C(-1)N-3A
2' INN• TOP AREA RIGID LEVEL SPREADER UP
SPREADER CHANNEL 6" CONCRETE GRADE BEAM
10% � - FOOTING (TYP.) VEGETATE ENTIRE CHANNEL (FLAT - 0% GRADE) RIP-RAP APRON SCHEDULE
SETTLEMENT TEMP. INSTALL TEMP LINER
EARTHEN PLAN RIPRAP LOCATIONS PIPE DMA. LENGTH, La UPSTREAM WIDTH, DOWNSTREAM STONE THICKNESS
BERM
(IN.) (ft) 3xDIA (FT.) WIDTH, W (FT.) t (FT.)
CONnNl CONCRETE COPING •_
2' ABOVE _ NATURALGROUN13 - 2' UNDISTURBED,
GROUNDANRAL DA#1 - WEST POND 24 8 6 12' (MINIMUM) 3
• ' ' ' ' ' ' FRAME & GRATE I DA#2 - EAST POND 12 5 3 6' (MINIMUM) 2
T.O.B. DEWEY BROS. _ H 1' (MIN)
EXISTING CH-BTU-3A (�
,'.'.'.'.'.'.'. f DITCH
.. . . . . . . . .- .. . . . . . . .�.T . . . .'. ------ OUTFLOW PIPE S�
. . . . . . . . . 160
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
6' NO. 57 WASHED STONE
FoonNc U WITH NONWOVEN GEOTEXTILE
U
NOTES: 1' UNDERNEATH
SILT FENCE 1. BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS °
OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT T- ' m T
OR ABOVE DESIGN GRADE AT ALL POINTS. /4 BARS 012' O.O. EACH WAY PIPE OV 1 LET PROTEC 1 IONC ,�
2. LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.
3. CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM. > 110N NCDENR PRACTICE
NCDENR PRACTICE 6.41
8
DROP INLET DETAIL LEVEL SPREADER DETAIL V BlI
TEMPORARY DITCH PLUG DETAIL NOT TO SCALE NOT TO SCALE
V
NOT TO SCALE
BY:
0
IM&C FILE 3 SEAL SEAL DATE: 05/29 14
L SCALE 'TUM�(
1 1 H 11j j' ( MICE PROJ. # 6523-0001
C O �'�, v 30050 Chagrin Boulevard LONG BEACH CROSSING DRAWN KCBE HORIZONTAL: DRAWING NUMBER
v NI40M&CREED
m Oy• Suite 360 DESIGNED KCBE N/A
SEAL 9� ��� Pepper Pike, CHECKED RAM 14
243 North Front Street Oh 44124-5704 VERTICAL
v = - Wilmington, North Carolina 28401 Phone: [phone] PROJ. MGR. RAM N/A
3 REW�n�R Nr,>E H, WA,�REVIEW COMMENTS e = �',Fry Yo`;,1�4v`= Phone: [phone], Fax: [phone] V' 0 �' GRADING & DRAINAGE
- iy� GINS ' ( ) ( ) COMPANIES LTD Fax: [phone]
N] 2 REWSm PER BRUNSWIC(COUNTY SITE REVEW COMENR .'•Y ••"•'•"^ License: F-1222 STATUS:
"RD Web Site: www.visconsi.com DETAILS FINAL DESIGN-NOT
REVISION
d 1 RENSED PER NCOM OCNIQNB 7/28/mM4 '� H1Ai 1(11'1``
3 REVAO. DESCRIPTIONS aATE www.mckimcreed.com FOR 0 ON
0SON
0
3
M
N
YJ
�i •
N
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4

D A #1 — WEST POND }�� \ ti /20' O l /20 40' N OUTLET PIPE .i 8" DIAMETER PVC '.r V-1 3 r V 4
\ `\ 2" DIAMETER ORIFICE -
\ \ / S ALE: 1 =20 (Horiz.) PLATE TO BE i W' 'g r
SURFACE MOUNTED
\ \\ \ ON INTERIOR
¢
FRAME AND 2"PVC a s $
OUTLET
COMER("1'YP) SLIP PLUG FILTRATION BAY
l
A A OUTLET SUMP �
m
z
F two
-
30" RCP 1 is L T —7-------------------------- I �
-
INV OUT = 5.5'
EMERGENCY \ INLET`\� \ lj� INLET DISSIPATOR STORMFILTER CARTRIDGE
SPILLWAY �� \\ \ \
H
CONTECH STORMFILTER VAULT PLAN VIEW U. SECTION E-B
12X12 INLET \\ \ \\ / VAULTSTYLE. 18A-8,-14,-20 OUTLET SUMP(NIB)
\ MATERIAL LIST-PROVIDED BY CONTECH SITE DESIGN DATA
INV = 10.0' \\\ \\ COUNT DESCRIPTION INSTALLED BY FILTER MEDIA TYPE P1 RLITE
53 18%22.5 GPM, PERLITE CARTRIDGE(PRP) CONTECH
'� \ 2" ORIFICE PLATE INSIDE VAULT 8 2^PVC SLIP I�LUG CONTECHCIQ
LL
1V TOP OF RISER = 12.0' -INVERT OUT = 8.0' - � Z
\ 24" INV OUT = 9.0' 1 FLOW KIT GONTEGH Cis --
\� "� i' / / �� STORM MANHOLEQ to F }
1 INLET DiSSIFkATOR CONTECH LID (f} Z
` � \ \ INV = 7.8 1 SEALED OVERFLOW ASSEMBLY CONTECH
Ith F- T
30' STREAM BUFFER 6 MODULAR WALL �f
s TOP EL = 11' »
9 2 E130 x 4"FFLaME AND COVER CONTRACTOR U'^ <
y �'L 10 BOTTOM EL = 8' 1 JOINT SEALANT(BY PRECASTER) CONTRACTOR LU
INLETOPENING
24" INV OUT = 8.0' N 12"x12' GRADE -- �, LU
/ RINGIRISERS RIM ELEV. 15.00 2 PLCS GRADE RINCISIRISERS CONTRACTOR cn
d
! " 14 —� AS REQUIRED «r ` ' PERFORMANCE SPECIFICATION
1 - 3 -,'
INLET (TYP) r FILTER CARTRIDGES SI+ALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED, RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA
DEPTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS.
DISSIPATOR SPECIFIC FLOW RATE SHALL BE 1 GPMISF(MAXIMUM), SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE �
ti r RIP RAP APRON OUTLET PROTECTION " ' MEDIA SURFACE CONTACT AREA(SF), MEDIA VOLUMETRIC FLOW RATE SHALL BE S GPM1CF OF MEDIA(MAXIMUM}.
SEE DETAIL ON SHEET 14
~'� ' STORMFILTER GENERAL NOTES
\ 8" INV OUT = 7.5' OVERFLOW 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
_ /� CARTRIDGE x
STORM ELEVATIONS `~ �~ L ASSEMBLY 2- DIMENSIONS MARKED WITH ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
LEVEL SPREADER INLET (} t
a CONCRETE BLOCK B B ?P; INV.ELEV. 10' 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH a
LIP ELEV = 8.0' �'�ti.` WALL; TOP EL = 10' m m REPRESENTATIVE. Iww.ContechES.com E
DA 91-WEST POND SEE DETAIL ON. \ STEP 4. STORMFILTER WATER,QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN % y`
SHEET 14 t� t THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT, ( #
1.5" PROPOSED DEPTH = 2.0' ���� ~ ~ `� � 4� \ rl 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF V-6 AND GROUNDWATER ELEVATION AT. v
FIRM ACTUAL GROUNDWATER ELEVATION
1—YEAR = 12.41' A .ET AASHTO M304 AND BE CAST WITH THE CONTECH LOGO.
• OUTLET OR BELOW,THE OUT LET PIPE INVERT ELEVATION ENGINF_EROF RECORD TO CON
l INV ELEV 8' CASTINGS SHALL ME-
10-YEAR = 12.75' - —� INSTALLATION NOTES
=- OUTLET PIPE E
25-YEAR = 12.96 \\ !. FLOW KIT ov,PVC 1. ANY SUB-BASE,BACKFILL DEPTH,AND OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SMALL 3
100-YEAR = 13.41' '- -` 2"DIAMETER ORIFICE BE SPECIFIED BY ENGINEER OF RECORD. ° 4,
- / `` NOTE:ANY CONSTRUCTION JONTS IN THE PRECAST VAULT 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
PLATE TO BE SURFACE STRUCTURE(LIFTING CLUTCHES PROVIDED).
SHALL 8E,OF WATERPROOF CONSTRUCTION. MOUNTED ON INTERIOR 'xT4
ION �\�P \ jf OF THE VAULT 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE.: 7id5-1 c
\ SEASONAL HIGH WATER TABLE ELEVATION IS APPROXIMATELY 10 � L CONTRACTOR TO PROVIDE, INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. DFFICiNFn_ DRAM,
t SECTION A"A S. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. KkiR KMR
STRUCTURE WEIGHT c'tfILZKL0: AFxZJVED
APPROXIMATE HEAVIEST PICK= 55,500 LBS, CONTECH PR0A.C1 NUMMR:
CONTRACT 423
NOTE: SEASONAL HIGH WATER TABLE ELEVATION IS APPROXIMATELY 10' DRAWING SRELT.
R_K" 1 or 1
1C RCP
OUTLET BARREL
° TRASH RACK
5 REBAR SPACED 4" O.C.
14.0'
I 3
4'x4' INSIDE DIMENSION 1 20 1
a REINFORCED CONCRETE = II
' RISER BOX (ASTM C1433) I 13.5'
' 4 FT
I rl I-
TOP � '
24' RCP TRASH RACK RIP-RAP EMERGENCY SPILLWAY /
RISER RIM EL 12.0' #5 REBAR SPACED 12" NCDOT CLASS B RIP-RAP (d50 = 80) " -a • 4V
4' O.C. & 4 NCDOT NO. 57 STONE BEDDING
e..
; WRAPPED WITH NON-WOVEN FILTER FABRIC „-••
4• ° e (SI GEOTEX 801 OR APPROVED EQUAL)
,
� . �;_ EMERGENCY SPILLWAY SECTION
A. • 24` NOT TO SCALE
I'
.i . • OUTLET BARREL
pli FT PIP INV 9.0' J. a- '.S�i .�•+.-..�-.4.''
F r—.�-
24- RCP OUTLET PIPE °• -
o
r.Ay
!lam
a
M FRONT I � BY:
m
N
POND OVERFLOW STRUCTURE e
SEAL
SAL DAME: 05/29/14 SCALE Mmc FILE NUMBER'
4 30050 Chagrin Boulevard LONG BEACH CROSSING MCE PROJ. # 6523-0001 CG502
s
N Sj CZ ' g DRAWN KCBE HORIZONTAL: DRAMNG NUMRER
Suite 360 1"=20'
o DESIGNED KCBE
19 SEAL $ • I`Y 243 North Front Street Pepper Pike, Oh 44124-5704 VERTICAL 1 5
CHECKED RAM
I —AWilmington, North Carolina 28401 �' 0 I Phone: [phone] PROJ. MGR. RAM N/A
3 z REYISEDPERNCDENRSTORNWATMFENENCOMMENTS enl/ =,�;°syNG,NgEQ;f'4� Phone: [phone], Fax: [phone] Fax: [phone] STORMWATER DETAILS
@ 2 REMgD PER BRUNSNICN C"TY SITE FIENEN COMMENTS D��14 '�RD••••••• ;;
License: F-1222 COMPANIES LTD
1 REVIgD PER N(UEM COMMENTS 7/�/20N '�,, /„11A;,"``�. Web Site: www.visconsi.com 00 CRELEAM
TATUS: REVISION
WEST POND
� REV.NO. DESCRIPTIONS DATE FINAL DESIGN—NOT
WWW.mckimcreed.com FOR ICON
N
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