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► — ��10 410 30050 Chagrin Boulevard LONG BEACH CROSSING MCE PROJ. # 6523-0001 cG1 02
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TYPE OF WORK:
OWNER DEVELOPMENT WORK FOR COMMERCIAL DEVELOPMENT. THE SITE IS COMPRISED �� 4"41 i {� ''�
SITE
EL P.E. LEED AP - o¢ . t`
JEFFREY LOSS T INCLUDED IN THE ALTA SURVEY. \ \—ACRE _ - w ,i 55L
D CO. OF AN APPROXIMATELY 12.8 / C
VISCONSI LAN ` �' _
< 025503
BE FULLY DEVELOPED UPON PROJECT COMPLETION WITH ,. , ► I { = �` `� ti
30050 CHAGRIN BOULEVARD, SUITE 360 THE PROPOSED PROJECT WILL 3'i ' '
-� II I I I I I I I I , ,,,'IRn A. ,►,0
OHIO 44121WILL ALSO (fti��fff �
PEPPER PIKE, A GROd_,ERY STORE AND ATTACHED RETAIL SPACE. FOUR OUTPARCELS
V. '----N '" K �' ' �\ �\ CIVIL
PUBLIC UTILITY SERVICE STUB LOCATIONS. THE SITE WILL `' '' '" � A
PROVIDED WITH APPROPRIATE //
,,, �,�II III III0 �,
IMPROVED WITH WATER, SEWER AND STORMWATER UTILITIES AND MASS GRADED TO i , ,
BErt�w � �� II �010 � �
SURVEYOR ,
DAVID L. JONES, PLS
APPR�S��IMATE FINISHED GRADE ELEVATIONS AS SHOVIiTNT III THESE DRAWINGS. _ --____wriro '.
MCKIM & CREED SHEET INDEXSTCRMWA
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243 NORTH FRONT STREET f SHEET # FILE # DESCRIPTION -, , b
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N NC 28401 1 G-001 COVER -- I I� .�,.,- ,,.—
WILMINGTO 2 G-002 GENERAL NOTES & LEGEND4TE -------1 ,__-.ill `A, (_, ---- ELECTRICAL
910-343-1048 VA 1-01 PRELIMINARY ALTA SURVEY - � "`
910-251 -8282 (fax) 3 CX-101 EXISTING CONDITIONS \
4 CD-101 DEMOLITION PLAN
[e-mail] 5 CS-1 01 SITE PLAN
5A CS 1 01 A PROPOSED SUDDI•VISION PLAN
6 CE-101 EROSION CONTROL PLAN — PHASE 1
7 CE-102 EROSION CONTROL PLAN — PHASE 2
DESIGNER 8 CG-101 GRADING AND DRAINAGE PLANt
ER 04RICHARD A. MOORS, P.E. LEED AP 8A CG-102 DRAINAGE AREA MAP .�,r- ll I
. 0 CU 101 UTILITY SITE PLAN
TAILS /l CIVIL
MCKIM & CREED 10 CL 101 LANDSCAPE PLAN & DC
11 Cu 701 PLAN AND f ROFILC SANITARY SEWER 1 /
4.
243 N.FRONT ST. 12 CS-501 SITE DETAILS --
1 7 I rCEIV
WILMINGTON NC 28401 13 CE-501 EROSION CONTROL DETAILS _" lel)
14 CG-501 GRADING & STORM DRAINAGE DETAILS SITE LAYOUT
910-343-1048 15 CG-502 STORMWATER DETAILS — DA#1 — WEST POND �� �0 � JUG. 28 ���
16 CG-503 STORMWATER DETAILS — DA#2 — EAST POND FATAL DESIGN - NOT RELEASED FOR CONSTRUCTION (1 " = 150') NORTH CAROLINA ENVIRON ,^ >vrf BY
910-251-8282 (fax) 17 CU 501 UTILITY DETAILS WATER SYSTEM
1 a CU 502 UTILITY DETAILS SANITAR'( SEWER SYSTEM MANAGEMENT "0M>�ISSIUiv
[e-mail] � ��i��`y
"ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFCATIONS AND DETAILS" add discipline
NUMBER DATE BY REVISION DESCRIPTION I herebycertify that the plans, details, and associated projects specifications comply with the latest version, as of this date of TECH: KCBE
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1 7/28/2014 RAM REVISED PER NCDENR COMMENTS Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
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-- __-.�_____ _ _ my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel DES: KCBE
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have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that CHK: RAM
M - 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
BY DEPARTMENT
assume operation, maintenance, or ownershipof constructed facilities that do not meet Countyrequirements and theCounty #6523-0001
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8 APPROVAL STATUS DATE ___�_ may refuse to issue permits at facilities that the County deems are non-compliant with County Specifications. I also confirm
N PLANNING
. myunderstandingthat CountyInspections are for the sole use of the Countyand I certifythat I will not use, or direct others
SHEET NO.
`°f .—' YES � NO � N/A
.— ENGINEERING . pt
N YES No N/A -_
_ PUBLIC UTILITIES to use, County inspections for State compliance purposes or any other purpose." 1
5.
% E YES I I NO I N/A
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GENERAL NOTES
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 LEGEND
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 DESCRIPTION EXISTING PROPOSED
2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN 11. REFER TO BRUNSWICK COUNTY WATER AND SEWER SPECIFICATIONS AND TO = CEDAR CC = CONTROL CORNER
RWD ,� = RIGHT OF WAY DISC
THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO BRUNSWICK COUNTY WATER AND SEWER EXTENSION POLICY. (--- NI
• = IRON PIPE FOUND ,� ,
CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE 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 o = NAIL AND CAP
EASEMENT SPECIFICATIONS. re = PROPERTY LINE PROPERTY LINE
3, EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING = CRAPE CHSX X = CHISLED X
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL AND SHALL BE DISPOSED OF 13. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE ° = CALCULATED POINT EASEMENT
OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. CONTRACTOR IS MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND , = DOGWOOD E = ELECTRIC BOX CONTOUR LINE _ 5 5
RESPONSIBLE FOR PERMITTING AND FEES FOR DISPOSAL. ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL :: LP xr = LIGHT POLE
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. PP' = POWER POLE SPOT ELEVATION 20.0
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 I
4h'
ENGINEER. NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR C = GUY WIRE EDGE OF PAVEMENT
HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK = HICKORY SSMH = 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 ® = YARD INLET WATER LINE W
DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. TO ADJACENT PROPERTY OR OTHER CONSTRUCTION. ® = DROP INLET
OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS 0 = HOLLY = TELEPHONE MANHOLE FORCE MAIN
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 FM
SET BY BRUNSWICK COUNTY IF WATER METER BOXES, SEWER CLEAN-OUTS, VALVE DB = DEED BOOK
PG = PAGE
6. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED ON BOXES OR OTHER APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED. SANITARY SEWER SS
THE PLANS. N/F = NOW/FORMERLY
= IRRIGATION VALVE
7. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR lio = MAGNOLIA , 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
= OAK/SIZE
NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE.
THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS .' = MIMOSA = PINE/SIZE LIMITS OF CONSTRUCTION LOC
WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY in,i0
CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN SILT FENCE
FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES = PECAN In 1 = MAPLE/SIZE • • a •
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
THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING = UNDERGROUND SANITARY LINE
LINES NOT SURVEYED WATER SERVICE n
THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE POPLAR
SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. _ = OVERHEAD ELECTRIC
= CENTERLINE OF CREEK WATER VALVE N
8. ALL DITCHES SHOWN ON THE PLANS SHALL BE INCLUDED IN THE BASE BID. 0 = SYCAMORE
-'''"3.' ` = CONCRETE
9. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS DURING FIRE HYDRANT ASSEMBLY
HAULING MUST BE INSTALLED OVER ALL LOADED TRUCKS TO OR FROM THE PROJECT i = Y. SO HARDWOOD = ASPHALT PAVEMENT I I
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
I+1
•
1. THESE 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 DRAIN AGE
AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL,
SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSIC'.
NI AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
/ 1
7. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER
THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR 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: 9.85 AC JURISDICTION: BRUNSWICK COUNTY
THE TOP OF THE SEWER PIPE. OTHERWISE BOTH SHALL BE CLASS 50 DIP, MINIMUM OF PROPOSED OUTPARCEL #2: 13.18AC ZONING DISTRICT: CO-CLD
2OLF, CENTERED AT THE CROSSING. PROPOSED OUTPARCEL #3: 2.65 AC
PROPOSED OUTPARCEL#4: " 03 AC INTENDED USE: COMMERCIAL DEVELOPMENT
9. WHEREVER SANITARY SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A PROPOSED OUTPARCEL#.: 3.82 AC
MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, OR 18" VERTICAL TOTAL AREA: 27.53AC BUILDING SETBACKS REQUIRED BY BRUNSWICK COUNTY
SEPARATION . IF NEITHER OF THESE CONDITIONS CAN BE MET, THEN THE SANITARY SEWER FRONT: 25'
*AREA INCLUDED IN PROPOSED PROJECT SITE = 9.85 AC SIDE: 10'
SHA B ASS 50 DIP. REAR: 6'
10. WHEREVER WATER OR STORMWATER MAINS CROSS AN 18" VERTICAL SEPARATION SHALL
BE PROVIDED. IF THIS CONDITION CANNOT BE MET, THEN 2OLF OF DIP SHALL BE REQUIRED 2. EXISTING CONDITIONS MINIMUM LOT SIZE: 7,500 SF
FOR THE WATER MAIN, CENTERED AT THE POINT OF THE CROSSING. A. UNDEVELOPED TRACT WITH CONCRETE PAD AND STEEL MINIMUM LOT FRONT: 100'
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. STORMWATERTREATMENT
C. RESIDENTIAL DEVELOPMENT TO THE NORTH NORTHWEST AND HIGH DENSITY; COLLECTION SYSTEM
12. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH SOUTHWEST; WET DETENTION POND(S)
TEMPORARY AND PERMANENT.
D. UNDEVELOPED LAND TO THE WEST AND SC.;THEAST.
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-0 BE REALIGNED AS
TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE SHOWN ON THESE PLANS UNDER NCDO- 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 CONTRACTOR'S EXPENSE. 7. PARKING REQUIRED: 1 SPACE PER 200 SF
2 15. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PARKING REQUIRED = 238 SPACES
m PLANS. PARKING PROVIDED= 301 (INCL HC) SPACES
i HC PARKING REQUIRED= 7 SPACES x`.
HC PARKING PROVIDED = 14 SPACES
../o
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7
BY:
T
1 SEA_` SEAL` e 1 f
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�`\o' r••� .���� Afr ,111� 30050 Chagrin Boulevard DATE: 05/29/141 1 M&C FILE NUMBER
SCALE
.vmcmm&CREED LONG BEACH CROSSING,6 �O,y•.•9 v DRAWN PROD # 6523-0001 HORIZONTAL: �OOZ
9� I� Suite 360 WN KCBE DRAWING NUMBER
. SEAL of _ N/A
025503 - 243 Nora Front Street Pepper Pike, Oh 44124-5704 DESIGNED KCBE
Wilmington, North Carolina Fax: " VIS
� ' Phone: [phone] CHECKED RAM VERTICAL: 2
n - N A
r : ��•'•.FbGINEEQ;:��� : Phone: [phone], [phone] Fax: [phone]PROJ. MGR. RAM /
••RD••A.•• c > 9 GENERAL NOTES & LEGEND
? 1 REVISED PER NCDENR COMMENTS 7/28/2014 �'�,y'9 �'���`� License: F-1222 COMPANIES LTD Web Site: WWW.VISCOt1SLCOIII
' REV.NO. DESCRIPTIONS DATE '/11)1+)Ilo"°
REVISIONS J
www.mckimcreed.com J SPINAL DESIGN-NOT REVISION
RELEASED FOR CONSTRUCTION 1
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SCHEDULE(2' ri.\\: B-SECTION 2:
o // / /E.� / �` `' FT �'f `-- ,, 7, NOT A SURVEY QUESTION
1 • ' / / / 141 /g `-- -- - - --- — 8. AS SHOWN ON PLAT
t \ \ 1 / / )44372 l� ! -.
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1 - l 1 l / t T-- _ 10. NOT APPLICABLE
1 1 1 18 T \1 /� -— .
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1 1 / 1s 1 �`••`` / 11. AS SHOWN ON PLAT DB 1168 PG 4
N. ' �~';,•. --..-, 1, / III 1/ J 1 \\ f r2. NOT PLOTABLE BLANKET EASEMENT OB 728 PG 262
-- IA \ \issuk•
' • B' ! 1 / 12A. NOT PLO TABLE BLANKET EASEMENT 0B 778 PG 629
.4a9651CM "`*-• er�,y --. ,l� 1 • 1 \ /
/ l 1,T• J ' -I11 ✓ r3. NOT APPLILE
/ \ [ 'I
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••
S• : , ..4_ '-� , r / 14A. NOT OUR PROPERTY
/ / WIF l '.`�il 1 • :4735 lit ` z 148 AS SHOWN ON PLAT DB 1137 PG 732
// // Pr \ \\/ •`:. , \ I . /e i et' #�� oe 597 1'G Its ) 15. AS SHOWN ON PLAT DB 597 PC 748
/ / LOWS TRACT C)4)
/ .y14,
i1.7,�, / \ \\ ' 147 / r. <� ` // 1 S. NOT A SURVEY QUESTION
/ / 'ter / \MG81<TRA�',sE11Vl�ON I • r . , ��Z \ 17. NOT A SURVEY QUESTION
/ \ 49 r x b IPF \ t •
I rti `. .A` 47.r // •wNCDOr R CC
/ / / fib\ ,� al
T PO 9�'D ,� ; ' `� +� .\ ors,, F f �i� Nc tiro MD ea i&. NOT A SURVEY QUESTION
/ / / 4?` r saw \`\ \ ,� ' "` °k c o •r' + N. N.`N. *` ; // E �
/ / / \ ` �jx3ti 141�� \ 4 ` \ \' ` • '\•\ 1.Ib o \• ' �,�J t9• NOT A SURVEY QUESTION
/ I. Apo zo \ \ o 5:9111 �. 4''��.\ `� / 20. AS SHOWN ON PLAT DB 3070 PG 1346 AND DB 3070 PG 1350
es 155
/ / + / A..
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•
/ // / \ ilait?' ,�" > \ \ \ �2�°E�' /� . SURVEYOR'S NOTES:
// / / \ ' ® !' 1, ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
/ / � + . ! 1 FEET UNLESS OTHERWISE SHOWN.
yp
2. BEARINGS & COORDNIWTES BASED ON NC GRID MI) 8312013.
54 u�E TABLE
/ / / Fyn\ IPF UNE r
/ / / \. -\ �M, ' IRE �g''P M DISTANCE >N/ / CflSX /
Ll a � \
/ / IPF ram` '`: " � `\ . ;I / 3. REFERENCES DEED BOOK 2300 PAGE 555
/ ` IRF. C�� tlOtr 4 g SSr IS• • / ♦ h r/
/ / / \ + � - • // g ,A��.4 4. UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVEGROUND
/ / / '�o y, �nall�� •`'� C \ '�U" /\ • r ,,' g, •
/ SERVICES WERE VISIBLE-
/ / / ' 8,� IRE 4435°, -Deco�!N`--� Li `"�V. � //,� / I, N •70//�� L. r / 5. SUBSURFACE AND ENVIRONMENTAL CDNDIT10N5 WERE NOT
/ / +� d "~ \` {� / 4., clx/ EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
/` / / �• P \ 577 w z�7.a2' - *� • '•,_ `�+;� �// �Y �'"`�- STATEMENT TS MADE CONCERNING THE EXISTENCE OF
/ o t } FRS ''„ , �`� SS%(N / " UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
�., !_ f / ?q•', ..' t ' 'P+ OWN cw /.,ti NL '• • , . . ,1, CO o /r / THAT MAY .4F t t CT THE USE OR DEVELOPMENT OF THIS TRACT.
/ ` '�P\ //� 4'F'�" �' 4 / • �` 6, THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
'� - _ COASTAL CAROLINA COMMERCIAL l'.W - SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SU!?VEY
LLCN ��\ / 1 '�'� 7 SUBJECT TO ALL EASEMENTS; RIGHT OF WAYS AND OR
DEVELOPMENT, -
PC 555 �' ,Qi �` /`k IpF ^ , /h / ENCUMBRANCES THAT MAY ElI-ECT THIS PROPERTY.
N/x' DB 2300qry �r,. 4r
SUGG LANDHOLDING, LLC P1D# N. r /'�` 4. / j ' /
;ry f
•
DB 2856 PG 484 w 1,198,902 22100057 Ft & IPF /,p`'~ f�4ti // ,/ 8. LAND DESCRIBED BEING THE SAME AS DESCRIBED IN DECO BOOK 2300,
PAGE 555. (LEGAL DESCRIPTION AS SHOWN ON PLAT.)
TRACT 2 27.52 h c. 'ti \ • /','` �' 4 ti \53mil / y
PiD, 22IQOC15709 Al" ~ \ ' r� 9. CPS USED TO ESTABLISH NORTH CAROLINA STATE PLANE COORDINAttS ON
31,423 Ac. BY DEED DETAIL B rv`'^� \ \ / \ �PF /rye I '1 . r✓1
�, r 'N\ NOT TO SCALE t, l' 1`? `, \\// �`� \ ~\ ° ��+, .s-4 . /
t''r TWO CONTROL POINTS. ALL OTHER SURVEYING MEASUREMENTS WERE MADE
- \ .�P. Ia. \ N N \ /} 1i7� / USING CONVENTIONAL SURVEY METHODS:
\ \ `' ;/of 4.10 I‘.., i ~\ \\ \ / ` / / \'- \ 1Q 01 41/ 10. NO BUILDINGS EXISTING ON THE SURVEYED PROPERTY
\ '� N N N �' �'�i / �s \ >�'1 /' 3 �/ // , �� 11. THIS PROPERTY SCALES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE
N. \ et N / ` P ' // ' `� / ¢� THE 0.2X ANNUAL CHANCE FLOOD PLAIN.,} ACCORDING TO FLOOD
N. \ , ;�• \ N \'\ f r op �� / JP INSURANCE ROTE MAP PANEL NUMBER 2087, MAP NUMBER 37202087L?Q�I
\ �- ,�q' "'' N \ \ IRS s \ 4 tt��41 fr `�h 1 /
'� N N `` / N ' t ' / DATED JUNE 2, 2006. 1VAVD 88 DATUM).
/ BUFFLEHEAD PROPERTIES, LW
N. \ / DB 1362 PG 9304c791'C'
� / 12. THIS PROPERTY IS CURRENTLY ZONED R-6000 (HIGH DENSITY RESIDENTIAL) AND
\ ,�J \ '` PIA" 2210005614 IRS 0 r / ;1 �"�"�
'�. i►' G� \ 4 4ry /
C-LD (COMMERCIAL-LOW DENSITY) AND LIES WITHIN BRUNSWICK COUNTS
N. Y +'Sj �� *� I 4 \ ,\ \ / PLANNING AND ZONING JURISDICTION.
*. eif' // // *� r . ��„h��g �,�'4. ,, /'�\G / SURVEYOR'S CERTIFICATION:
°'. ,��`'w IPF
/ />� \ • •- '`qp _ I►- ,,. '` �`� FIRST AMERICAN TITLE INSURANCE COMPANY
N. '•<• y.,+^,`$ N / \ N N ( ' • * / ,' Q� COMMITMENT NUMBER: NCS-579069-CLE
r` t \ I 1 /�ssss • f r
\\ n'' t� c# N LEGEND N.N N N PCR 7)0N a-JUMP �� `' • 'S� FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES
,' .F .�` f�' \ N �. `. • y 44 ,N�,' �` SKYLIGHT TOWER, 1660 WEST 2ND STREET, SUITE 700, CLEVELAND, OH 44113
\ �G+ '',.. �' �� \5e,9' S� C C = CONTROL CORNER \ \ `i� y�� /
\ $� \ „..,/.:
.Z. / THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY' ON WHICH IT IS BASED WERE
aa4
'<V '1- RWD A = RIGHT OF WAY DISC v
do ,S,�` ipF N , IPF = IRON PIPE FOUND \ `` ,r �` MADE IN ACCORDANCE WITH 171E 201 f MINIMUM STANDARD DETAIL REQUIREMENTS FOR
'g6� '•�` gay IRF • = IRON ROD FOUND N. \ 1 \ w ALTA/AGSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,
d -�► .o \ AND INCLUDES ITEMS 1-6,8-9,11A,13,14,16-18,20A AND 21 OF TABLE A THEREOF. THE
,r •'6, C a 'Lt, \ IRS • = IRON ROD SET .\ ;/
`a�i')0 ' 'gyp' c' N. N&C 0 = N A'L AND CAP N \ 1 \ 'Q FIELD WORK WAS COMPLETED ON JULY 22, 2013.
<t w fit' % `� R = PROPERTY UNE ` \\ \ y `bf.: .. / DATE OF PLAT OR MAP: JULY 2, 2013
`�� ' • CHSX X = CHISLED X � `N � ,
\ X = CALCULATED POINT THIS MEDA SHALL NOT BE CdNSlDERED ,: CERTIFIED IL P4 ,'\ O\ / THAT THE GPS SURVEY MADE WAS USED TO ESTABLISH CONTROL ONLY UNDER MY
N ( = ELECTRIC BOX DOCUMEN N \ /
'C`'4� 4' SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THIS SURVEY.
\ - J _ LP x = UGHT POLE X N 1 CLASS OF SURVEY.. RURAL (CLASS C)
.• - PPS - PON£R POLE: \ \' '\ .,,,
- <
�� POSITIONAL ACCURACY: 0.049 0 95X
\ #95869 = PP/LP NUMBER ELECTRONIC FILES HEREIN TRANSMITTED WILL REMAJN \ X. 0 k TYPE OF GPS FIELD PROCEDURE:: REAL TIME KINEMATIC VRS
= GUY WIRE THE PROPERTY OF MCKIM & CREED. WE ARE PROVIDING \.� \ / Q aQ\� / DATE'S OF SURVEY: JULY 08, 2013
THEM FOR OONVENIENCE OF THE RECIPIENT ON THE \ Q1' DATUM EPOCH: NC GRID MD 83
\` \ SSMH() = SANITARY SEWER MANHOLE ABOVE NO'ED PROJECT ONLY. WE NEITHER GUARANITEE ,� \ Q;" i f /2013
\ ® = YARD INLET NOR WARPA.\ITEE THEM AND ARE TO BE INCORPORATED \ PUBLISHED/FIXED-CONTROL USED:
N. INTO OTHER DOCUMENTS AT THE SOLE RISK OF THE USER.
�. GEOID MODEL: GEOID 12A
\ COMBINED FACTOR: 1.000 r 33093
\ N ® = DROP INLET IF THERE ARE DISCREPANCIES NOTIFY MCKIM do CREED \\
CO = TELEPHONE MANHOLE \ UNITS: U.S. SURVEY FEET
L IMMEDIATE.Y FOR ASSISTANCE. \ \ /
R/W = RIGHT OF WAY \
X / WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND
N
DB = DEED BOOK N \ SEAL THIS _ __ - DAY OF AD
PG = PAGE \ ------
N` N/F = NOW/FORMERLY
X = CHAIN LINK FENCE
ss = UNDERGROUND SANITARY LINE `--
DOMiNIQUE E MIGUEZ
- — — — — LINES NOT SURVEYED
PROFESSIONAL LAND SURVEYOR L-4831 E C I V
____- 0HE -- = OVERHEAD ELECTRIC J 0,
= CONCRETE UN 3 0 2Q14
MIEN = ASPHALT PAVEMENT I
Jf BY:
PRELIMINARY PLAT \z- -
NOT FOR RECORDATION, CONVEYANCES, OR SALES _r' \_(
A LTA/A C S M LAND TITLE SURVEY JOB NUMBER: 06523-0001
& McKIIVI&CREEID FOR SCALE: 1" = 1 oo'
S L=: 1" = 100' 243 NORTH FRONT STREET VI SCO NJ S I COM P AN ICAD NUMBER: VA1©1-a65z3f)001_SOUTHPORTALTA
�S, LTD. PLS.. OEM
WILMINGTON, NORTH CAROLINA 28401 CA T CHIEF': PARTY_CHIEF
�� 27.52 ACRES c,� TECH. MESH
Ic-,niiiniiLlii!lii"i !iiiiiiiiiiii
So , 200 300 TELEPHONE: [phone] CURRENT OWNER: COASTAL CAROLINA COMMERCIAL DEVELOPMENT,LLC FIELD BOOK/PAGE: FB/PG
I,AX: (910) 25 1-8282 LOCKWOOD FOLLY TOWNSHIP, BRUNSWICK COUNTY, NORTH CAROLINA
NORTH CAROLINA FIRM LICENSE NI11t4FiFR: F-1222 DRAWING NUMBER: DWG
JULY 02, 2013 1' = 1oa SHEET 1 OF 1
_ ... ,.

is \ \ \ • \ , i , , 1 1 i , , , , / /
,
• 0 \ 1 I I I . I ______I I I
/
1----- 1 -1-- 1 1 1 1 i 1 i / 'I/
\ SURVEYOR'S NOTES:
pf,
) ' ' \ \ \ • \
\ .7e., • \..,
,,, v 1 s.,.. "\"- ......_ I
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"\ ---,,..,,,,N _ _
''' ------Ifi:9-5-6-7-:? 7/ %
‘ 1. SURVEY WAS COMPLETED BY MCKIM & CREED FEB. 2014.
2. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
N \ 0
1\ \
\ \
..7
'N''")
\ N,,,,, ,c:),,,. s\N, ..,,,r •-\,23 -
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7 /
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FEET UNLESS OTHERWISE SHOWN.
2. BE,4RINGS & COORDINATES BASED ON NC GRID NAD 8,3 (2011)
1 1
N, ''''-^, '‘'N'''' ..-"-- N'NN, -...,,,,
„ x--- ,2„,
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VERTICAL DATUM NAVD 88, CONTOUR INTERVAL
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c # 9651CM
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.3. REFERENCES DEED BOOK 2300 PAGE 555
4 , wokk
,
\ ,--- / i ,,,,..._ - --,..„..._ _.,.... \5---,,,-, , EXISTING
— _ ----_,,,,, I
N., ''''. '79 N's ° \\' '),.^?< Ne. mm. ......rn .. ...... ,
, , --„
\'\\\ 4. UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVEGROUND
SERVICES WERE VISIBLE.
N.,. .„,,,' ....„„._ 744,it44 11-- ,
11.1\\,,N . \ 746'',......„, ,,-.....,„_, • i i ' *)
‘.----- I— 1 TO P •c?,_, a 5. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
-\\..4 N 1 \ \ I (C. * i;„ cit '‘,...,,,
**-•„_ 1914
''''''---7 . , if,
\ \ • /----,:iurre-,, ,....,-,--„, cm// STATEMENT IS MADE CONCERNING THE EXISTENCE OF
--, 0
-,...
4737 UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
WI s N., 20,15' ----- 1------ , --
•• - pG 748 ,, ,/ 4„.„ -'- ~ #8
, --,t THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
•-,,, --A A k,)1,'**,,110 . 76'‘ il ,,,,, `.. .
--,
59 / 4, --,„.S1-
/
,,,
ilA0V..k --'s\S k \ \ /9N, --,...H ' . --:
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6. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
5 Da s TRACT
. iii \ - - .
,.. \ \ c ----' tr. LowE - --.......*,,,,,,
. -....., SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
--,
lifill.v...„' 4 5 \ \ „.--
, -- -_,(-/ ,,
--, 0 -- 20 '',. , „.._ „,,, *
/ / 30' \
,,‘,
-„, ,
7. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR
\ \ I ?C3) cs,' '). \ ,,,t"' .,'"''''' ' 1.3 --,
/ .., 1 . '), *--,
C..-0 -.., gl-:,_./5;(./ ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY
--„ ! •r,r-,11,04 ____ 20 0
/ -„ e ..,
,„.14/7 / .
C.-- ' VA ' DEMO TREE, TYP. \ . ..,
-... c.... Y in
• •,..... iii(0 , ,
,, 8. LAND DESCRIBED BEING THE SAME AS DESCRIBED IN DEED BOOK 2,300,
--... , • 'P:\ \\) C
. __ \ I2 ,,..., /
,
„,_ Di t9t:33' /55M 52' \
PAGE 555.
-,,
TOP -.4 20. 'I
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///: c cCs (j/ I\ S \ 17 '"'"
/ . ' . i) ,,,, ,
,,e TOP 9. GPS USED TO ESTABLISH NORTH CAROLINA STATE PLANE COORDINATES ON
-Z.
.t` \ \& ‘ \ 01 47,,-/.
, TWO CONTROL POINTS. ALL OTHER SURVEYING MEASUREMENTS WERE MADE
_
Ns,
I\*1 87)- -47-/,' ,,
-,„„.
1"" SSOMP 20,60' \ USING CONVEN770NAL SURVEY METHODS.
\ \ /1 1/4-C-N 2', ) , °c)0:a --- - A , N r
NN,
,., Ot,,.. '..-;•5) -.... ¶
i / \
10. THIS PROPERTY SCALES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE
\x \ N • 2OM -7 ,
\ /i3/1./ -Y Oe \
(1\11-1 , THE 0.2% ANNUAL CHANCE FLOOD PLAIN.) ACCORDING TO FLOOD
Pegg \;41k, \ ,...7,>, \\''' I I' '':- #8 g. '-- . ----- '7'
.."(4))
' ...-.' .
\ /../ 4/1/61 4940 .- / k--
'1 • - . . S') INSURANCE RATE MAP PANEL NUMBER 2087, MAP NUMBER 3720208700J
/ 11,-111N4Vft•., AI--- \ \
'
TOP 19'7 8
D IN \
, DATED JUNE 2, 2006. (NAVD 88 DATUM).
— i,..„..,_\ \ \ 'N \\V O.— 71 . 9
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tit 4 ,. / DI i ks.28 ''''''cl f 0 GAVE 1
-4. 7A - P,rAilivl,..w., 1 t.7 . • ' ,) ---, ,.. ,,,,,,, . ,, , 11. INVERT TAKEN AT THE CENTER OF THE BOX DUE TO THE DEPTH AND PIPES
I ,''V '/ ( \ ~-4,, ,.
BEING OFFSET, UNABLE TO DETERMINE INVERT ON INDIVIDUAL PIPES AND PIPE
N, 7z,
'N, -....„„ ,,,
#95671 \ SIZES.
N. • ve, \ EXISTING IL '-------,i '--,..,s, ,,,. ,) . ,
N itt
\s'l s'i li / \ I ........ -J --,..., , ---- ,
'''-...,,.. .."-........,
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\
N i "At \......0>< SANITARY SEWER \ i ,
....., s„..... -_,
i.., \---\---
\i/ , li
' .v.igA'' ;,Iyil I
,i, N --..., ,/,----- \----- , -N, 0 '-- / i
N
/ \ \ ,, EASEMENT \ \ 7„,":5z.),05.71*---;7„,‘..,,,,,,7110, .'9,
-„,
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N ''',.,.., , /
N • ' i( \\, \
N. EXISTING TOP OF BANK \ \ \ e,4----,.., 66 '----••
/0 .-„,,,,.
\ . *--\ LEGEND
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I" i \)\ N\
N ,,,(5, 4, . 5e k --„..., ,
. \--„ 1/4k4--; , G, ---,...„., ' 6- ,.., \ .---- -i c. \
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N IP/ 11 --1 i N. --... t N,,. ,.. ..., (.-A/ '----,-, ,7,-,
' \
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DATE: 05/29/14 SCALE
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DATE: 05/29/14 SCALE
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,.��.0 -,t-''',,, 4fr, 30050 Chagrin Boulevard LONG BEACH C-
HORIZONTAL:
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025503 '1 = CHECKED RAM 4
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4° DESCRIPTIONS
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[ �,, \` / / 30 STREAM BUFFER LANDSCAPE ISLAND TABLE:
/ \ A. A
` / / \ \` Landscaped Min. Island Square Provided island Square Trees)(Min. 2"Caliper/8'Height)
NOTES:
/ 1 0.62 A C.) Island(s) Footage [ Footage Min. Number Required Number Provided Type(Common Name) Caliper in
p ( )
1 . SEE SHEET 2, G-002, FOR SITE DATA i� / /
\ 1 144 230 1 1 Water Oak 2.5
/ / \ 2 144 252 1 1 Green Ash 2.5
TABLE. // / / /� EXISTING STREAM ` . \ . • .___ • 3 144 289 1 1 White Oak 2.5
/ / / / \ \ / 4 144 207 1 1 Green Ash 2.5
2. FUTURE CURB CUT FOR ENTRANCE TO / i // / \ 144 2624 1 1 White Oak 2.5
/ / �` \ \ 242 1 1 Green Ash 2.5
. OUTPARCEL #3 SHALL BE LOCATED ON THE ZONING : / / \ 7 144 234 1 1 White Oak 2.5 '
WEST SIDE OF PARCEL. �. / / ,�
CO-R-6000 / / / 8 144 207 1 1 Green Ash 2.5
- / / �. ~�``� 9 144 207 1
1 White Oak 2.5
-
3. EACH LOT SHALL BE SELF—SUPPORTING / \ 1a 144 2fl7 1
\ 1 Green Ash 2.5
11 144 234 1 1 White Oak 2.5
WITH REGARD TO PARKING AND SHALL ��� \` � �. � / / 7 12 144 207
• 1 1 Green N COMPLY WITH REQUIREMENTS IN BRUNSWICK -- ,� �� \ // /
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DATE: 05/29/14‘ SCALE
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1/ ISCONSI
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3 3 REVISED PER NCDENR STORMWATER REVIEW COMMENTS
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Fax: [phone] DRAINAGE AREA MAP
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STATUS:
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40
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ACESSIBLE PARKING REQUIREMENTS FACE OF CURB OR BLDG.
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES 2( CONCRETE PAVEMENT SECTION
REQUIRED REQUIRED TO BE SEE ARCHITECTURAL SPECIFICATIONS FOR CONCRETE PAVEMENT
VAN ACCESSIBLEiff,,. SECTION. CONCRETE TO BE BID AS PART OF BUILDING CONTRACT.
1-25 1 1
26-50 2 1 0
51-75 3 1 4" WHITE 4" WHITE I m
76-100 4 1 - - 1" �n
101-150 5 1 STRIPES STRIPES .) i
151-200 6 1 2" \TOP OF PAv'T.
3" 1/2" RADIUS
6 2'-0" BITUMINOUS SURFACE COURSE r
201-300 7 1 G 'ii4 �., ti ._4 �,_s ..-301-400 8 1 I 3" RADIUS * � t� - 7.31177:107,
00 * �I► �t�• el'.��[N:r_ .1;�501-100 9 2 8.5 8.0 8.0' J ' "* �t" '501-1000 2% OF TOTAL 1 IN EVERY 6 VAN ACCESS " �' " '�8„ REBAR (2 REQ'D.) R .. � ,!. 'c*
ACCESSIBLE SPACES 7 12" 1/8 RADIUS
1001 AND OVER 20 PLUS 1 FOR 1 IN EVERY 6 TYPICAL — A D CAD PA < \ G STALL I N >\.<. � �coIvIPACTEn @sul3cR �`° ��EACH 100 OVER 1000 ACCESSIBLE SPACESSECTIONNOT TO SCALE N , , . ,,f, ,/,,.r.\�.!\\/°`\�,J\�4\ \/• °o�
SECTION 4.1.2(6) OF THE AMERICANS WITH DISSABILITIES ACT (ADA) , ° s
SEE 4.1.2 (5) (a) FOR MEDICAL CARE FACILITIES •` .
CONCRETE WHEEL STOP DETAIL oaB(ooQe ° o°Ot;. 45 �oOo HEAVY DUTY
1.NOTES:
ALL 12" BY 18" ACCESSIBLE SIGNS (R7-9 AND R7-1) NOT TO SCALE I 2'-6" ASPHALT PAVEMENT SECTION
2" MIN. ABC STONE
SHALL BE MOUNTED AT 7 FEET FROM GRADE
UNDER CURB & GUTTER Not to Scale
TO BOTTOM EDGE OF SIGN FACE (MUTCD) 11'-0" Z'—C" CURB AND GUTTER
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN INSIDE ENCLOSURE WIDTH Q
U7
SIDEWALK AND BUILDING FACE IN WHICH t NOT TO SCALE
PEDESTRIANS ARE EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
<4 - 6' DIA. PIPE BOLLARD
U S DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA = 3' WIDE BY : .',# ,,ik, PAVEMENT NOTES BITUMINOUS SURFACE COURSE ��
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. I- 7 TALL GATE
Z (OPTIONAL) r ^_"..•
1. TOP 12" OF ROAD SUBGRADE TO BE COMPACTED TO in r *�'�" `
3. 1F ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN � ;• :..... • a . •. • � . s ' $" a : CONTAINER ENCLOSURE A MINIMUM OF 98% STANDARD PROCTOR PER ASTM D-698. �t 8 CUflCC YARD e SHALL BE CHAIN LINK FENCE �� r.014 4 �a
RAMPS ARE REQUIRED AT LOADING AREA. Lu roPANDE[D' °• : � ; ��; � ''
o = . o INccora AlNeR , ° WITH VINYL SLATS. (MIN. 8`-0" HIGH.) 2. AGGREGATE BASE COURSE TO BE COMPACTED TO A \<\ ,V\ s�\ ,A A,A\,\\�
I s�LX'691(4(8'-tql ..: . '• c, MINIMUM OF 100% STANDARD PROCTOR PER ASTM D-698. %� `\,'', COMPACTED SUBGRAD ,✓r\�,� \�
W g. ,� a :< a` i" DIA. BY 1-i" DEEP 3. ASPHALT PAVEMENT TO BE COMPACTED TO A
J w 6. _"•: a, .« �.a: a� RECESSES FOR GATE MINIMUM OF 92% OF MAXIMUM SPECIFIC GRAVITY.
• "< ONE BOLTS. PROVIDE ASPHALT PAVEMENT SECTION
= p N � �° ONE EACH AT GATE IN
cD Z .' d ' •'• 4 • �.''• ••: CLOSED AND OPEN Not
. • • • e4I e POSITIONS.
A ® CO G C ACCESSIBLE ROUTE NOTE: PAINT SYMBOL BELOW N k ' y . to Scale
00 0
(SEE NOTE 3) ONTO PAVED SURFACE WITH .•, " �' ` '
2 COATS OF WHITE PAINT. off :.
•
A AI
• d �. 0." DfA" PIPE • „BOLLARD. ,
. d' CONCRETE°FILLE3D, SET IN. .. '• '
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, B T \ • . .tl C 1 RETEa3`:BELOW GRADE
NOT LESS THAN ONE, (IS REQUIRED TO BE VAN ACCESSIBLE) \ . EXTEND '�80VE`GRADE ,.. :. b
. •'i 4• .a,• gip . .PAII`UT .OSHA.YELLOW, ' • , ° .�°" DESIGN CONCRETE PAD
,.' TO WITHSTAND 10,000 LB.
A 4' 8» r . ' 4: 'n ,. SINGLE WHEEL LOADS.
/RESERVED ENO PARKING RESERVED\ R/W LINE SKIP LINES
CENTER LINE
PARKING DISABLED PARKIN
DUMPSTER PAD ,..r,,.,....YELL......,.,,..� 10' SKIP LINES
R1-1 YELLOW YELLOW OR WHITE
PASSENGER NOT TO SCALE Q STD' D-3 STOP OR TRANSVERSE BAR �1 4, s
MUTCD MUTCD T� 0 -
R7-8 LOADING R7p 1 RESERVED 24" WHITE STOP BAR
12"X18" R X18" 5 12"X78" -7
ONLY PARKING R7 TGo R. I ST.INAME �� 10' I 30'
111
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s� 7/ - °D 6' 6' WHITE
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VAN MAXIMUM SIGN R7-8A
R7-8A REQUIRED ACCESSIBLE PENALTY R7-sD „ F `` -- �' "-
' O BLACK - WHITE COMBINATION
14 SKIP LINES
( ACCESSIBLE 12"xs" RESERVED PARKING SIGN $ 250 12 xs" w '
J L� / > jSIGN R7-8D STANDARD CROSSWALK W FOR USE ON CONCRETE PAVEMENTS TO PROVIDE
CONTRAST FOR THE WHITE LANE LINE, ALONG
MAXIMUM U"
-8D
THRU LANES AND RAMP LANES.
PENALTY % SEE STANDARD NO. 5010C
J 12 xs UPPLEMENTAL SIGN 1---
DETAIL 11 2" X 11 2" 4Q,
250
STEEL TUBE
SEE STANDARD NO. 50.10E AND 50.10C PAINTED GREY Ire..-j 1
FOR SUPPLEMENTAL SIGN
4"
10' 10' 20' 10' 10'
FINISH GRADE I I I I I I I �
DETAIL WHITE BLACK WHITE BLACK
1=11=11=11='?'fl�a SKIP SKIP
SKIP SKIP
LEGEND
-11-11=1111-1.*. 1=11= STOP BAR TRAFFIC SIGN DETAIL W = WIDTH OF TRAVEL LANE
-1l=Y=1l=II=11=�,Y=11=
_ - 11=11 _al=:u-
11=11- - -,1-�1. NOT T T 0 SCALE «
HANDICAPPED PARKING STANDARDS CONCRETE FOOTING WHEEL CHAIR RAMPS * TRAFFICOFLOW
i 2H
NOT TO SCALE
iff \ 1
EXPANSION JOINT 4
e AT 30' INTERVALS(TYP) i I
8" WHITE \ SIDEWALK _Lis ^
c' CROSSWALK LINES
I
o4
Iii.„.... 12
Fs/Q aRT�C LAZA ARE $Y i O
*"c7 0°2"NCI
A E 6' MINIMUM ^�° 1 4,� 14>> o0
co � TO NCI Ep BAR ='EDESTRIAN
c�6-- C' -N7 o 0 0 0 0 • o CENT HT ooM�NIN _;�osswALK \ 1" Sr.ORE(TYP) *� �Jc
F�� \Q o o o Sp2 35S o � Rqi A A_
o lili ' �' S HIGH-VISIBILI-Y CROSSWALK
o <\, Z INC E TdIA
o ER 4' I,' `,IMUM ice, 12"O e 4
o o c:� O a SIDEWALK f ARA!_EL TO
WHEEL CHAIR RAMP CROSSWALK ± ±
STRAIGHT ARROW
� ,,, �. ' o oo" - �/ A .4._
GENERAL NOTES
c o o / \------ Ar
-ei ����VWA ' M .W. r' V--! '• -ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR.
`�� IIIV' 'V. //i'/I//III
ma ' I G Ilj`i/v/i�i/v v i ici i i•i i i`�%fiI�I�I��
0O �� yex+m I 24" WHITr CROSSWALK INE `/ r C E kif E.1)
`'Pl°'���OA���L`/���/;O�CCI�G.``G�`G'�`G':I//>,`,��i�` -PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
o°0 6'0 24" GAP -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
E r' 24" WHITE 'CRCSJ�rALK LINE J lO NBS,LS NLESSNAPPRBE OVED BYDTHE ACROSS
SGINEEERNSVERSE EXPANSION -I )#
EF. lU;CVt
-ALL SYMBOLS SHALL CONFORM TO THE FHWA "STANDARD ALPHABETS
FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 4 DV
_PAVEMENT MARKINGS R K I N G S T THRU 7) SYMBOL DIMENSIONS MAY VARY AMONG MANUFACTURERS,E SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, AU-
(1.
co HANDICAPPED RAMP LEGEND STANDARD SIDEWALK D E A I` FOR
�° WHEEL C H A i R RAMPS NOT TO SCALE SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
M NOT TO SCALEa^ :RECTION OF TRAFFIC FLO'h
N V 10' MINIMUM WIDTH ,? ==�VEMENT MARKING SYMBC_
PAVEMENT MARKINGS
L.
NOT TO SCALE
N
h
0i
N i SE ALNN e. SEA,_
1r ter- r
0 iiiti,,,,,, * 1111111iiiiiii
` DATE: 05/29/14 SCALE M&C FILE NUMBER
iS
c ° Nncim&cREED 30050 Chagrin Boulevard LONG
�•, MCE PROJ. # s523-o001 CS501
N G BEACH CROSSING N G
HORIZONTAL:
m
of E • S�ON9<� -cNI
Suite 360 DRAWN KCBE DRAWING NUMBER
SEAL 46 - Pepper r Pike, O h 44124-5704 DESIGNED KCBE N/A
025503 - 243 North Front Street pp VERTICAL:
co -= Wilmington, North Carolina 28401 Phone: {216}464-5550 CHECKED RAM 1 2
3 ;�i.••'•.��CtN�-���• 4" Phone: [phone], Fax: [phone] �I O � '•
PROD. MGR. RAM N/A
,,�,y�.,,,•.,,,,,��� Fax: [phone]
SITE DETAILS
7i2$iz , Web Site: www.visconsi.com rsTATUS:
o _icense: F-1222 COMPANIES LTD �1.
0 1 REVISED PER NCDENR COMMENTS i� R� A• �`'� FlNAL �`N
DESCRIPTIONS co
DATE ^,r REVISION
a `EVNO. www.mckimcreed.corll
REVISIONS 1 \ ./ ‘ \ i ` RELEASED FOR CONSTRUCTION
M
N

EROSION CONTROL NOTES STEEL POSTS 2 FT IN
GROUND.
1. CLEAR AND REMOVE FROM SITE ALL TREES, SHRUBS, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED - ~ CROWN OF TREE IS NEEDED FOR LEAF
CLEARING LIMITS. DO NOT DISTURB INSIDE TREE PROTECTION FENCING. :,.. wwwa / ' N ROWTH TO PRODUCE OXYGEN FILTER
TOPRE-CONSTRUCTION CONDITIONS ANY AREAS ' � 'aP / AND OSITI DEUUUR&NBEAUTIFULN Wi APPEARANCE.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING P EiI L t MAX. 4-FT DO NOT DISFIGURE CROWN WITH
OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES INSENSITIVE PRUNING!
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE STEEL POST I \ ft,'
3. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL I I simme- r � �lan .. \,, , /-1
INSPECTION AND APPROVAL BY THE WILMINGTON REGIONAL EROSION CONTROL OFFICE AT 910-796-7215, IF REQUIRED. _ "' A. i
TOP STRAND MIN. #14 GAUGE � �"r .� t 19-GAUGE & 0.25" MESH N / I DRIPUNE
4. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE INSTALLED AROUND z le�_ asz # OPENING HARDWARE I
WITHIN111411 l 4' MAX. 8' MAX. PLACE POST _ ' r` CLOTH EXTENDS MIN. 2 s (
PROTECTED TREES OR GROVES OF TREES AND NO TOOLS, STOCKPILES, MATERIALS, OR VEHICLES ARE PERMITTED WIT si - �, AT LOW POINTS
THE TREE PROTECTION FENCING. /� ��� o o �`' % ,rF rim • I s
pQ - • � � ► FT ABOVE GROUND. ,+
R ACTIVITY, THE I �����.��.������..41 Lk - ;IP. �Ilr tl,, �' ---- s
5. IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW 0 WASTE C EIRAMMONIVI=NomMll
i� N :\,\%,0T/
( •'•'•'•'•'•'•'•'•'•'•'•'•'•'•'RELATED BORROW OR WASTE ACTtV1TY SHALL CONSTITUTE PART OF THE LANtO-DISTURBING ACTIVITY UNLESS THE BORROWammumiummosamutimemmemmumeMIIIIIIMIMIIIIIIIIIIIIIIIIIIIIII
` :F„r. .;.;.;.;.!►;.;.;.;.;.;.;.;.;. I -�-. -).:40 Itilli" r">s�vi ,�►>/� ��REGULATED BY THE DIVISION OF •r W , ` � f.•: =s.:s
OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL �, . '� * \ \ ••••• i'
.�� � /�\i X. , \/ , /\ � \�\ � ._.... . .... ..., ,f,v, �:. � �► .'� - -Or 74,� ,�► �► � � � PLAN
T ACTIVITY ARE NOT ' /�/,//v/i.`r : /«/.,,A/ / //®//.` ®/,!a//'<../ % ••rtr•• :..-.`"1"r�•�..s.' ,. `
WASTE MANAGEMENT. IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE P.CT / / �/ °\,. \ • 1 /�' , , N.\�a ' . � ,�� , .0 , \ �aisl.► ,l*►♦
CONDUCTED BY THE SAME PERSON THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE �, r✓ Z �\ ,`�� '\\f\ � "' ' ,, ,, • ` ' , ,; ...4.-......-__ `-�+'"��'�
BOTTOM STRAND MIN. #14 GAUGE ! ��: `<`�` \/`\ ;;`�, � ,�.�te.: ' .�,.: � a� � � _ .,� A r
I \ '-
PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE ►�\ Y �� .. /A ;��foj ELEVATION AC STRUCTURAL ROOTS
MINING ACT. �\� r.,\ \ p \•� �R \�`\ \, , �, STRUCTURAL ROOTS LOCATED
/\ o I 4 / r C`'` `"'�"`` NCDOT OR #57 WASHED FEEDER ROOTS NEAR BASE OF TRUNK ARE
j , HARDWARE CLOTH #5FEEDER ROOTS ARE LOCATED NEEDED TO GIVE SUPPORT TO
6. CONTACT PERSON SHOULD ISSUES ARISE DURING EROSION AND SEDIMENT CONTROL OPERATION: / ', + i� /\ \ STONE PLACED TO A HEIGHT OF AT "ERIPL!NE" OF TREE ENTIRE TREE. IF REMOVED,
VISCONJEFFREY COSSEL ` \� `./� 4" X 8" TRENCH LINED 16" MINIMUM ABOVE TOP OF BOX AND PROVIDE TREE WITH ELEVATION TREE CANFAIL AND DAMAGE
216-464-5550SI COMPANIES ./��m4 'f/��< W/ 12" OF FABRIC AND ® 2:1 SLOPE. MOISTURE AND NUTRIENTS. SEE NOTE.2 & NOTE 4
SEE NOTE 1 & NOTE 4
COMPACTED FILL ON TOP TREE PROTECTION DURING CONSTRUCTION
LINE OF POST fl NOTES: 1, DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
EROSION CONTROL MAINTENANCE HARDWARE CLOTH II BEYOND 1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/If steel) 2 FEET INTO THE
NOTES: UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM 6" OF #57 II SUPPORT WIRE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE OF COMPACTION ChAUSE WATER ANp AIR NOT TO REACH THE ROOTS AND THE TREE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
WILL DIE. THESE FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF
MESH OPENING OF 6-INCHES. WASHED STONE THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POST 18" 2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
FOLLOWING EVERYOS R FNEVER HALF INC RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND
POLYOLEFIN'SUFACT OR POLYESTER, WHICH IS CERTIFIED BY THE DEEP MIN. A 1 4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL OCCURING DURING CONSTRUCTION.
WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS SLOPE �,� CLASS A STONE POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE 2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY %`r\,\\': 'I
14" THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES EXITS THAT WILL BE PERIODICALLY // :? TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
/ INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. eTOP-DRESSED WITH 2-3" COARSE STONE TO MAINTAIN 6" THICKNESS. ENTRANCES EXITS WILL BE �. \ \ GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED. UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
/ 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS �� .•.•'+'° >MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE . >r OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. `/� %•.•'�•' 'Kt"`'OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE CONSTRUCTION ENTRANCE/EXIT OR �� - t' \ 3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. CONSTRUCTED.
12" CLASS ASTONE / > , .•�/,•;� 4•WDMIN THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES 3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
PUBLIC ROADWAYS. (NCDEMLR PRACTICE 6.06) ,� � Z LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM
COMPACTED \ V \'° THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED 4. SEE NC EROSION CONTROL MANUAL SECTION 6,05 FOR OTHER TREE PROTECTION GUIDELINES.
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. SOIL \`} c , f \'o /f\'°' INLET;PREVE UNLESS OTHER
SEDIMENT-RUNOFF.
DEVICES ARE INSTALLED TO
STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE TEMPORARY SILT FENCE
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 NOT TO SCALE SECTION A - A ALTERNATE MEASURE: TREE PROTECTION FENCE
REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS NCDEMLR PRACTICE STD.6.62 THE USE OF A PYRAMID SHAPED STEEL STRUCTURE OR PID
DAMAGED. (NCDEMLR PRACTICE 6.62)
CAN BE USED AS AN ALTERNATE MEASURE DEVICE. CONTACT NOT TO SCALE
NCDEMLR PRACTICE STD.6.05
4. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTIONS WHEN THE SILT FENCE OUTLET TRIANGLE STORMWATER SOLUTIONS OR OTHER MANUFACTURERS.
SEDIMENT REACHES HALF OF THE DEPTH TO THE TOP OF THE ROCK. ROCK WILL BE CLEANED OR / 2° MIN. NOT TO SCALE
REPLACED WHEN THE SEDIMENT CONTROL MEASURE NO LONGER DRAINS AS INTENDED. REMOVE DEBRIS / Arm Assembly
FROM THE ROCK AS NECESSARY TO ALLOW FOR PROPER DRAINAGE. (NCDEMLR PRACTICES 6.51) TEMPORARY INLET PROTECTION
NqT -18" MIN. DEPTH GRpUNO -/ �.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY AND MULCHED ACCORDING TO URAL GROU/yp 1o• P\- \°/ 1l NOT TO SCALE
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. THE / NP \/\\ \ ��/ ,.47-� :'.. 1, . Y r� "C"Enclosure
\>°/�\ \�/ //.//\%/�°�/,�'`'°',�°� yD• 4� � NCDEMLR PRACTICE STD.6.51 (((�(,.St1(��(>:... a (ll,_
ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED f/ / \ j>• ,// ,//;,// t . \ \• \ \` , ) A-i...,,
'
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, ,�/\/\�,\\/\\;\ �_ \/t /�/,\/i '
SHORT, FLAT SLOPES (FLATTER THAN 3:1 AND LESS THAN 50) LEFT EXPOSED WILL, WITHIN 14 CALENDAR . \ \ \ \,\ \ o�/\% ./\ Water Entry
/,�\f\/\ \/\ /\ �/\ \/. PERSPECTIVE VIEW unit
DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR � \//�///d\ /%\f; /,tN/\ \/�
PERMANENT GROUND COVER, DEVISES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ALL OTHER '\�/\\f'\\j\\„�� � \ // '~` "`�" ``A
�/ '`{\//\f`\ 4H PVC End PVC Vent
AREAS SHOULD BE STABILIZED WITHIN 7 DAYS AFTER ANY PHASE OF ACTIVITY. /�'\\j\\ a\ / �i • Cap PVC Elbow pipe Schedule 40
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT BASINS WHEN THE DESIGNED STORAGE CAPACITY HAS BEENg~�'+yi
HALF-FILLED WITH SEDIMENT. PULL SKIMMER TO ONE SIDE SO THAT SEDIMENT UNDERNEATH CAN BE NOTES: PVC Pipe
,� E
CHECKED FOR BLOCKAGES AND DEBRIS REMOVAL, AND MAY BE FLUSHED 4 t ��'� !'' �ry r r `E''' . ' ater u ace 1IPl rr*i t+a ;. I
REMOVED. SKIMMERS MUST BE 1. TEMP. DIVERSION DITCHES SHALL DRAIN INTO SEDIMENT BASINS SECURE WATTLE MATTING
IF NECESSARY. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, OR AND NOT OFF-SITE. WITH UPSLOPE AND -
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS ," PVC End
BECOME SLOPE Cap
REACH HALF THE HEIGHT OF THE FIRST BAFFLE. (NCDEMLR PRACTICES 6.60, 6.64, & 6.65) 2. LINING SHALL BE EXCELSIOR MATTING AND INSTALLED AND NSTAPLES.
TAKES '
\� Schedule 40
7. INSPECT DIVERSION DITCHES AND MAKE REPAIRS IF NECESSARY. REMOVE SEDIMENT ACCUMULATION DURING ACCORDING TO NCDEMLR STD. EROSION CONTROL PRACTICES. :a`.:'.:':.
"` PVC Tee PVC Pipe PVC Fipe ?'
ARE SPECIFIED FOR THE ¢"Holes in � PVC Tee Orifice
CONSTRUCTION. IF ROLLED EROSION CONTROL BLANKETS OR OTHER LININGS '
DIVERSION DITCHES AND SWALES, MAINTAIN LINING FOR TEMPORARY MEASURES. INSPECT WATTLES AND Underside Flexible Plate
'4 _; Hose ..-i� .
REMOVE SEDIMENT ACCUMULATION OR DEBRIS BEHIND WATTLES. REGRADE DITCHES IF WATER WASHES OUT TEMPORARY DIVERSION DITCHES TEMPORARY WATTLES
AROUND WATTLES AND REPLACE WATTLES AS NECESSARY (NCDEMLR PRACTICES 6.17, 6.20, 6.21, AND DITCH LENGTH 1 HIGH LOW I ELEVATION ' SLOPE VELOCITY TEMP. WATTLE NUMBER NUMBER III • �c fl
6.30). NUMBER IFT) (FT) (FT) I DIFF. (FT) (%) (FPS) LINING SPACING (FT) 'REQUIRED PROVIDED '5 E s Bottom Surface
DESIGN DIMENSIONS AS NECESSARY. REMOVE SEDIMENT TD 1 458 16 12.5 3.50 0.76 3.44 EXCELSIOR 262 2 2 'f` __"'w-
8. INSPECT CHECK DAMS AND MAINTAIN - ••'•� __
�,�� .����'`' _4���. END VIEW FRONT VIEW
I BEHIND CHECK DAMS AND REGRADE DITCHES IF WATER WASHES OUT AROUNDtt' r.' _
ACCUMULATION E DEBRIS -„=I'.=` IF
C INLET TD 2 560 12 8 4.00 0.71 4.26 EXCELSIOR 280 2 2 `
CHECK DAMS. REPLACE SEDIMENT CLOGGED FILTER GRAVEL ON CHECK DAMS AND ROCK -
;eocso;-c`eceseo:"`''�r=II
PROTECTIONS. MAINTAIN DESIGN DIMENSIONS FOR ROCK INLET PIPE PROTECTION AND OUTLET , jjs: 2' UPSLOPE &
I DOWNSLOPE STAKES, TYP.
� �I PROTECTIONS. (NCDEMLR 6.87, 6.55, AND 6.41) TEMPORARY DIVERSION DITCH ,
SECTION AND SCHEDULE MIN. l0 LF MATTING March,
2' MIN. ON EXCELSIORE Figure 6.64a Schematic of a skimmer,from Pennsylvania Erosion and Sediment Pollution Control Manual
NOT TO SCALE NOTES: AND 8' MIN. ON DOWNSLOPE
NCDEMLR PRACTICE STD.6.20 1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE. NOTES:
NPDES PERMIT NCG 010000 PLAN NOTES: 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE ORIFICE SIZES ARE FOR THE FAIRCLOTH SKIMMER. IF ANOTHER TYPE OF SKIMMER
1. ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE PLANS SHALL CONFORM AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
TO GROUND STABLIZIATION REQUIREMENTS OF SECTION II.B.2 GROUND STABILIZATION. TEMPORARY SEEDING I USED THE DEVICE MUST BE ABLE TO DRAIN THE BASIN WITHIN 24 - 72
HOURS.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SEIIFTFTO THE
2. ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE SEDIMENT BASINS SHALL CONFORM I AMOUNT/ ! TIME OF BOTTOM OF THE SWALE.
TO SURFACE WITHDRAWAL REQUIREMENTS OF SECTION 1i.6.4 SEDIMENT BASINS. GRASS TYPE , OOO S.F. ' SEEDING INITIAL SKIMMER DETAIL
G SKIMMER SELECTION: NOT TO SCALE
RYE RAIN 1-2 LBS. APRIL - JUNE 25 LBS. ,c-,o-10 TEMPORARY WATTLE (CHE DAM) 2.5" DIA SKIMMER (SB-1)
BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10 NOT TO SCALE 3.0" DIA SKIMMER (SB-2) EMERGENCY
VEGETATION PLAN SPECIFICATIONS NCDOT=RACTICE
SPILLWAY
SEDIMENT CLEANOUT
PERMANENT SEEDING STAKE - WITH MARKER
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND T _LED
OR RIPPED TO A MIN. DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO GRASS TYPE AMOUNT/ TIME OF INITIAL AT HALF THE BDAFPFLEE WATER LEVEL SKIMMER
PROVIDE A UNIFORM SEEDBED. 1000 S.E. SEEDING
SEDf OMTTs •, O O
2. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING OR BERMUDA, 1-2 LBS. APRIL - JUNE 25 LBS. 10-10-10
SOD. FOLLOW SOIL TESTS OR AS FOLLOWS: COMMON \
AGRICULTURAL LIMESTONE - 2 TONS ACRE F - �/� a
441,
/ ESCUE, TALL JUNE - AUGUST �' ` � � 'i'''I'
FERTILIZER - 1000 LBS/ACRE (10-10-10) ;:KENTUCKY 31) 5-7 LBS FEB. - OCT. 25 LBS 10-10-10 •• .. -
SUPERPHOSPHATE - 500 LBS/ACRE (20%)
:40
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) SERICEA
P �
GAL/ACRE QQ :,: =f 1z : " .. :SEDlt�4ENf. ;
ANCHOR ASPHALT EMULSION AT 450 LESPEDEZA -
1 2 _BS MARCH - APRIL 25 LBS 10-10-10 �� r1�•<:����-°�&�s° ,►
�v .Ln
,� STORAGE
n�<•
1s5 rsc
L:
IF THE AREAS
S_OPES 3 �e��s �', N, 111
+a«s
MULCH AS A MINIMUM FOR STABILIZATION (SLOPES) .�' M�'-"��R
3. FOR OPEN AREAS, USE STRAW • - • _
CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MULCHING PRACTICES
ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING. • 0- >F` nt y r
4. FOR DITCHES AND SLOPES, USE EXCELSIOR MATTING AS A MINIMUM FOR STABILIZATION IF +1� r ��
THE AREAS CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MATTING , = i „ .L...-
1 s' '� :�rnr j`. POROUS BAFFLES, TYP.
GROUND STABILIZATION CRITERIA '' . . , ,r', - z CLASS B STONE PAD
r 700g/m COIR FABRIC BASIN DEPTH -
PRACTICES ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING. -�, FOR SKIMMER TO REST ON
STABILIZATION STABILIZATION BAFFLE 1=25% X BASIN WIDTH WHEN BASIN IS DRY.
5. CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION SITE AREA DESCRIPTION I 2-3" C^-RSE AGGREGATE - BAFFLE 2=50% X BASIN WIDTH (4' x 4' x 12" MIN.)
GROWTH. REFER TO THE EROSION CONTROL MANUAL FOR A LIST OF STABILIZERS AND TIMEFRAME TIMEFRAME EXCEPTIONS (#4 STO`, 6" THICKNESS BAFFLE 3=75% X BASIN WIDTH
FOLLOW MANUFACTURER'S SPECIFICATIONS. CROSS SECT ON
PER,VE-ER DIKES, SWALES,
6. THE FOLLOWING TABLES ARE REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6.10 DITC'-ES AND SLOPES 7 DAYS NONE PLAN VIEW 2-3" COARSE AGGREGATE
AND 6.11, AND THE STABILIZATION TABLE IS REFERENCED FROM NPDES NCG 010000.
(24 STONE) 6" THICKNESS
50' MIN.
DUALITY WATER ZONES 7 DAYS NONE SB-1 EMERGENCY SPILLWAY:
6" DIVERSION TO DIREC 3 3 TOP OF BASIN
I RUNOFF FROM R/W 1 _ WIDTH=20'
IF SLOPES ARE 10 FT OR 1 (� ELEV=11_0
LESS IN IN LENGTH AND ARE . .� v�� •SPI�LWo.��Vr1 H SPILLWAY ELEV. SB-2 EMERGENCY SPILLWAY:
SLOPES STEEPER THAN 3:1 7 DAYS �� m _=, ... : . ... . .. w_.. - = =s=� r
NOT STEEPER THAN 2:1, 14 g •
DAYS ARE ALLOWED • wiDTH=30'
� ELEV=9.0
m
a� SECTION VIE:"r' CLASS B STONE
® SLOPES 3:1 OR FLA I I tR 14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50 FT IN LENGTH
a.
TEMPORARY CONSTRUCTION ENTRANCE
o ALL OTHER AREAS WITH , ,
14 DAYS NONE (EXCEPT FOR NOTTOSCALE - `�
N SLOPES FLATTER THAN 4:1 PERIMETERS AND HQW ZONES) N CDEMLR PRACTICE STD.5 'c SKIMMER SEDIMENT BASINS
✓ Know what's below. NOT To SCAL_ BY:
Call before you dig.
N
NCDEi::LR, PF �E 6.f�
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N
h
iii \ / ivv ` ` DATE: 05/29/14, 1 [M&C FILE NUMBERI
V , SEA_` P SEAL r
N4cmm&cREED
SCALE
�� "r1jt, ,i v g MCE PROJ. # 6523-0001 CE501
o .�� ,• C R. '''` 30050 Chagrin Boulevard LONG BEACH CROSSINGHORIZONTAL:
m y •• DRAWN KCBE DRAWING NUMBER
atiDESIGNED BE N/A
0I �- " , s�cN9,., ; k,/ Suite 360
w - SEAL _�` 243 North Front Street Pepper Pike, Oh 44124-5704 CHECKEDSCONS1 K�
• �' Phone: [phone] RAM
VERTICAL:
U 025503 _ Wilmington, North Carolina 284C' {
• • clNsr �� 13
Fax: [phone]
N ,Filr ��. '•<v ; Phone: [phone], Fax: [phone] PROJ. MGR. RAM N/A
.� ,,°yq•••••••••••�•Op���; License: F-1222
EROSION CONTROL DETAILS J
O 7/n/2014 �, \ COMPANIES LTD
O t REVISED PER NCDENR COMMENTS /iRD A` `'STATUS: REVISION
WebSite: www.visconsi.com
:--
REV.NO. DESCRIPTIONS DATE FlNAL DESIGN-NOT
g 4. REVISIONS J , www.mck:imcreed.com ./ \ ,� ` ! `RELEASED FOR CONSTRUCTION 1
C
N
CO .

THE CENTER OF FRAME AT THE EDGE
OF PAVEMENT IS THE STATION/OFFSET _ p
FRAME, GRATE & HOOD POINT REFERED TO ON THE PLANS - " Q �--
12" GENERAL NOTES: t�5 ..-- .;; I _ m GENERAL NOTES 2'-0" D W T AsZBACK OF CURB ^ I I in N -I USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL I-yX N 1. MORTAR JOINTS 1/2" +/- 1/$" THICKL.F2oo
2-3/4` " \ _ <. ¢
smog 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. 1 r r P p r �'-' Z CONCENTRIC WALL TOP/BOTTOM AREA Of STEEL ¢¢
II N CA O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS <
_ __ �- i �'0 ACCORDANCE WITH AASHTO M199. CONE SECTION Z 0
.��ailein 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY COUNTY ENGINEER. L. I L r Z T=co DIAMETER THICKNESS SLAB THICKNESS PER VERTICAL FT. r +a O
I-•- o o s',� .- _ j j - H -4 D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12' w ( ) ) (SQ. IN.)Y PlinalillrilliMIF-
� Y �� \ (�{ 0O73n-I FROM THE TOP TO THE BOTTOM OF THE MANHOLE. $" MAX. STD. S "' GTH FABRIC W ' >IRE FENCE °Cz -
���■� 8 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS ^ ^1'-2" ON CENTERS.j tit ■ �_„ ' a0 .,, M x Dym w w■ ■�■ ■jr 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. o�1�l� I N \ �\ �0O WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 8 0,12 ¢U,O0����■ `- x O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 1-- ►i
rill"
■� ' � I � -'� Z "O "r1 � 5 5 8 0.15 H x Z11� _ -I- _- .- 6. JUMBO BRICK WILL BE PERMITTED- I to ►"i Or OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. O S O Wrill ■I■ 8" SECTION B-B - SECTIQN N-N N I- I �'~ s s a D.1a ¢ ,.,-i
7............-111 ■■ ■1 7. FOR 8 -0° IN HEIGHT OR LESS USE WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO _ >>, LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF oocn cr
Q
�I� SECTION R D D D BOTTOM SLAB. z H
6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0". I`�
11�i�1■� ;1111111111111111 � Mai 1.1
�y�q�pt�������y 8, ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE I " cno THE MIN. SLAB THICIOJESS 'T' IS THE DIMENSION OF THE p ao
- N " O THINNEST PORTION OF THE TOP/BOTTOM SLAB. L 2`-0" Q
X INSIDE WALL, GROUTED AND BRUSHED SMOOTH. B J ALTERNATE CONE SECTION I_
- 9. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC T- �' •.. in * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS GRADE RING I:-
Q o MIN AREA OF STEEL
„ _ A DISTINGUISHABLE TOP AND BOTTOM. o'
FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT r- I I 'a •�Is o.0� A O
PLAN SECTION -X WEEP HOLE. ..:(0 _ = _ 3 0 :E_�K \^ \ - Cj :I .'� D + 2 'W ECCENTRIC CONE p''
---0__�_ _O_O�__ co In °0 m CC
10. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. I +rn`- `_ADDITIONAL ;-; s° MAX, SPACING I`
N = q .„,_3
C 1 I I 1" MIN. #4 REBAR L. OF CIRCUM.SPACING
W
N yM " d N ^ a j CLR. LOCATE WALL REINFORCEMENT o
t y ,� �, f IN MIDDLE THIRD OF WALL o '
N
'Zvi .•
.Z i 1 B •• I � i-L� - \�
N fT, 1" MIN.\ USE MIN. AREA OF STEEL IN TOP • O
J _M n O +- CLR. LL
,---SLAB OF #4'S gi 8" CTS. °' STEP STD.
�p ..r " PLAN FRAME PLAN in ro
�� „ ■ I �"irt� CO FRAME GRATE & HOOD ASSEMBLY O EACHWAY/EACH FACE *. C: Q a_
N0. 840.s8
�""' �h ro = = FLAT TOP SLAB • As H
►• $ �_ �II .I` 8" r A Op I FIiAIIE ARo snares sr0. no. d �.' REINF RCMFERENT AL Q Z d
om
����■(■� A ■I■ ' �:■ STEP c _ - \ _
V 4 ^ = Z TRAFFIC BFM1NG eao.a7 ` a LONGITUDINAL Cr Q
8 d x ADDITIONAL #4 EACH
■■ �Z , ° d ll " \ ,ji p SIDE OF OPENING (1" 1gRRAFFICBEPAIRa: 840.2E ADDITIONAL #4 EACH •G qO
� ■■ . .. .. t_ . . �_ H'''',IR
d � \ O CLEAR OF BOTTOM FACE 840.0 SIDE OF OPENING (1„ y• REINFORCEMENT (MIN. O
�_ PR Lc)
�h - 11/t6` SLOT FOR �� RISER AS = 0.12 IN. /FT.) LL .� ,
■■co Ell T T Jj_ �1 (� N 1/2` BOLT M p 0 PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) .� gip. ¢ •
�I- _ TO CORNERS (TYP.) \i.
Z■ OUTLET p D T l■ TI �� G co ` I, - „ Il a 1 -o Y D P,�ssW` D' w` W F
dill rantspismor tmi.■i■ = D I 11 / _ _-►r 4 I -. . �_\ F I Z' FRAME & GRATE fn
_ SECTION A-A �� p r~ ,' G N
�� III ` �J I In Z SEE STD. 840.54 • • _
■ � rr) M SECTII K-K 0
FOR MANHOLE . BASE Z r
t II .... CO �- �(L - N II---IL-- II fd� 71�i RING AND COVER • .J
cr
HOOD ELEVATION C I`- L=tl I �,� 4:'. � w
N v yr ,of j o • REINFORCED CONC. N
ro
t} __-- s 1 0 .,... o. o .'•• FTG. (SEE STD.
SECTION Y-Y �r if - �c / ,
n .. n G If II--N / % 7 v.
END ELEVATION/SECTION J-J "
WHERE 30" TO 36" PIPE IS USED FRAME ORATE AID HOOD ®ETAIL m L REQUIRED) Q
-USE MIN. AREA OF STEEL
SIDE ELEVATION/SECTION M-M NOT TO SCALE m IN BASE SLAB OF V
FOOT PER _ cc
I la
E WHERE 42" TO 54" PIPE IS USED _ - __ n•
SHEET 10F 1 GRATED INLET OPTION MANHOLE OPTION TYPICAL MANHOLE SECTION
�� E 840.52
'.,■. SHEET 1 OF 1
FIG
.�■.s I /��-� s 840.52
J 1 J M •111j■� 2=1 ll""""mil M 6' STi ORMDRATN MANHOLE
I_..I.moi 1� 1�
NOT TO SCALE
Ii!!_. d
I____ , I. (OPTION 1)
�• U -1 I�
�'� CONC. SLAB r
PLAN PLAN
CATCH BASIN STORM PIPE OUTLET-
INVERT TO BE SET AT
N O T TO SCALE LEVEL SPREADER
CHANNEL INVERT
,, ,,, :11:11!$;111...3
DIFFUSE FLOW - .,r�
ori
r
4 Al-V4t4010E5 will' c'Y 1 �i!' i;
44 07 m ,,/\m o tootiplit:•,..stzt
NOTES3d d + - .14
re / (►� �� CONCRETE GRADE BEAM -, �l,�� �,►�� ,/ ``�`, �Q SPREADER LIP wg � 1, ENSURE THAT THE SPREADER LIP IS INSTALLED AT 0% �Q to O•,,,.•+ �► _ ► ,• L` (0% GRADE - LEVEL) NOFf VE ) FOR UNIFORM SPREADING OF STORM U
GRADE (LE L 10•'
r�, 1 2, CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL ,� f�*Oil'1111 ©81'
D °qDo`yT� t►�►m . . ; cs, D �? W r DIFFUSE FLOW (NOT ON FILL)
PLAN
tto
,. . vc
0 ® /► 0 !!'A 3. SET THE UP OF THE LEVEL SPREADER 1-3' ABOVE THE
0 . 4' �� ,. !•. DOWNSTREAM WASHED STONE TO AVOID BLOCKAGE.
D ° �' ° t • PIPE OUTLET TO FLAT AREA
D ® D°�' �" u FLOW �-► �' 4, GRADE THE LEVEL SPREADER CHANNEL TO FORCE ALL NO WELL-DEFINED CHANNEL
( } iS' RUNOFF OVER THE LEVEL SPREADER LIP; THIS MAY La
(Or
.►��•�On ►� OPTION 2
• °w REQUIRE BERMING UP THE SIDES AND REAR OF THE LEVEL
RFD
5 � d01N yE . SPREADER CHANNEL.
K' I
5. THE LEVEL SPREADER/CHANNEL SHOULD FOLLOW THE
gi5" Of ,,, /IV CONTOUR OF NATURAL GROUND - IT MAY BE EITHER 11111■1
w /ef CURVED OR STRAIGHT. �,v,��____�A�P4:III• �„4P Iit4PA\'�\`',\`',\\,\`',\`'�� 'S
�. ► DIFFUSE FLOW 6, VEGETATE THE LEVEL SPREADER CHANNEL PER THE ;,�,� \,��o,:.,./o,.�;!!•�+4 , w:.o,•t�►; ,•.*\4•<:"...\/,\\\••:,.,�,, ,,
W000
SEEDING SCHEDULE IMMEDIATELY UPON COMPLETION OF %`�,�`�,N`�,\`4/.1,A `• �`,,ts, r 1, l.k,k `������<"
INLET PROTECTION NOTES •I' \\`\`\\,\:% ., <*\\/``/\,\/`/`�'
�p��yyq�E NOTES:
oR COMPARABLE WIRE MESH WITH MAXIMUM OPENINGS CF 0.5` X 0.5' AS !!'� CONSTRUCTION <
THE SUPPOR'I1NC MATERIAL �i,�/..� r� �i��i��i�i�i�i�i�/.
I 1N T SROTE .s RE( tr ALL INLETS IF THE DISTURBED SITE SOILS ARE !:C' MlN) rv,,
a��i I'RI r PPLIAA OF 3 ( 441 NON-WOVEN
�1 p� � �� �c _ � � FALTER FABRIC NCDOT CLASS B
3) j N�nAIi� NSAT� ANU�v�a ES E CATION OSI ShIP970ti 3' E NO.STONE _ v /,,," (d50=8") EROSION
3.) WRAPPING THE INLET GRATE WITH SILT FENCE OR A GEOTEXTILE FABRIC IS NOT M7. ,F?ABLE- WASHED '1:S'
,� CONTROL STONE
s 4 tl
1 IZ�' _ NCDOTL#5EOR0#57"
OUTFLOW PIPE 15"0 I I
BLOCK AND GRAVEL INLET PROTECTION I- -I �.a STONE
PLAN VIEW o � �,. DIFFUSE FLOW
NOT TO SCALE ' NOTES:
s ti,
+
�__ r•-• 1. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP
v THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
FRAME B GRATE - o a o MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
DEWEY BR Gs. j :, BANK, WHICHEVER IS LESS.
CH-BN-3A
2' FAIN, TOP AREA 0D RIG D LEVEL SPREADER LIP
t I SPREADER CHANNEL 6" CONCRETE GRADE BEAM
10% - FOOTING (TYP.) / �I (FLAT - 0% GRADE)
RIP-RAP APRON SCHEDULE
VEGETATE ENTIRE CHANNEL
SETTLEMENT TEMP. INSTALL TEMP LINER J
' ' ' ' • ' ' . ' ' '•. ' BERM EARTHEN PLAN ! RIPRAP LOCATIONS i PE DIA, LENGTH, La UPSTREAM WIDTH, DOWNSTREAM STONE THICKNESS
lie� - •• •' •' •' • •' • ' ' ' ' ' ' CONTINUOUS CONCRETE COPING • I
(IN.) (ft) 3xDIA (FT.) WIDTH, W (FT.) t (FT.)
2' ABOVE ,, ,T.,,--- NATURAL UNDISTURBED, NATURAL DA#1 - WES' POND 24 8 6 121(MINIMUM) 3
2 GROUND
. . . . . . . . . . . . . . . . . . . . . . �' � n _ GROUND -i , r �L'.r # - 12 5 3 6 (MINIMUM) 2
FRAME & GRATE % - - 3 } \ ie. { .• ...I' „, - _- - - DA 2 T`AS- POND '
EXISTING CH BN BROS./ T.O.B. DEWEY 3 -1 I 1' MIN \ f. '�� �� �� ��
/.. / I I- - -I t { p1 i �O 1 0 'i �i �01 _ ITF=11 I IT-11T'T_r ZT
DITCH / \ awrilrt �a'icaat �g a►ii ij -111. 111-I r-lil-I 1I=111-
i1=11-ir-n-ir-u-t+=li-n OUT=_Gw PIPE y SECTION _-_ 44444 -II(-I11 II-III II
ro • I=11=1 15.0 r -E--
11-1I 11 11-11=1L 11' l:':II:II:ICILII II:IL II IL=11=8 71=1t=11 II 11=MI'.II FCC?NG
1 ii II IIWITH NONWOVENA GEOTEXTIOLEE
NOTES: �I / -'- 1' UNDERNEATH
AOSILT FENCE 1. BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS i>er '°
OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT I
OR ABOVE DESIGN GRADE AT ALL POINTS. #4 BARS 0 12' O.C. EACH WAY
PIPE OUTLET PROTECTION
2. LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.
3, CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM. !MOTION NOT TO SCALE
NCDENR PRACTICE 6.41 - '
0
DROP INLET DETAIL
LEVEL SPREADER DETAIL A
l
i,
E)
Q NOT
DITCH PLUG DETAIL NOT TO SCALE
N
o NOT TO SCALE
0
N
m
SCALE
�3 f 1 r SEA-, / SEAL ♦ N.
DATE 05/29/14\ ' ` eMacC FILE NUMBER
.111111,,E
o `,,,,. I����•CAR° 6V/4A
30050 Chagrin Boulevard MCE PROD• # 6523-0001 HORIZONTAL: CV501
as • ' io4 ••"9 J�1�� 'll ��I.�W�� Suite 360 L0NG B ACH CR0SSINGDRAWN KCBE DRAWING NUMBER
`o' = + Pepper DESIGNED KCBE N/A
_ SEAL ;i� _� eppe Pike, Oh 44124-5704
025503 243 North Front Street CHECKED RAM VERTICAL: 14
U r _ Wilmington, North Ccroiinc 28401 VISCONSI
Phone: [phone] PROD. MGR. RAM N/A
C 3 REVISED PER NCDENR STDRMWATER RENEW COMMENTS 8/11/2014 ••.F/�/(,+IN+�F.�,.'�4t/`` Phane: [phone], Fax: [phone]��2 Fax: [phone] GRADING & DRAIN AGE ` I t
3 8/5/2014 ',�O •••••..••..•• O
i6 2 REVISED PER BRUNSWCK COUNTY SITE RENEW COMMENTS ',,, ly,RC MO`�`� License: F-1222 COMPANIES LTD
a 1 REVISED PER NCDENR COMMENTS 7/28/2014 i, A•• % STATUS: REVISION
oWebSite: www.visconsi.com DETAILS
DESCRIPTIONS I DATE +� /1 I t I I+t�,,
FINAL DESIGN-NOT 1
REV.NO. J ` , ` w^r,w.mckimcreed.com
� RELEASED FOR CONSTRUCTION
o � REVISIONS
0
M
N

i
t A, 4/---/
' DA #1 - WEST POND )1V,i / \ \ I/20' 0 \ - 20
,„..- , \ 40' N
OUTLET PIPE
8" DIAMETER PVC l' -::'k;'''''-,>c '-'•'k•49 r
\
2" DIAMETER ORIFICE
Ilk \ \ / i si ALE: 1”=20' (Horiz.) \,\ --,-]
PLATE TO BE
„.„ iii \ \ / -• (8-6 )- 4,-
'' . \
*
\ \
- - -3I --.
OUTLET"'"' \ FRAME AIID 2"PVC 0 ----.1 ON SURFACE INTERIOR MOUNTED
, i...
COVER(TYP) ---1 SLIP PLUG FILT1RATION BAY 0. --_,,k.,01 “ W''''
_k'' 1 1\D . 4 'illik411110 \ \
-,. ., A • 4:iit' ,,,..,0 -,,i; -
.---
,r-
_ -
,-----\I
. ...
.. ......_ I Zig 3E: = linvir,
C-C' Ill FEA:.:Er:i-R 40 AO, A.,„,JE Ammysiii ei OUTLET SUMP co
,
-4-
. ...... ,.„
.. -4 11E7 :FE. , so,'Y Ir Y lif Villikv. lir V'
•
lift /
\ • - •,
.4.,,,...,..- ,., / --k•.:.-4.4,:••••-. I -A, 4..g.*,4, --A. - A
\ 4..4 z•,-... - _ J ,
eflij"
-4.....,...„,„
r---
'III I I
up )kii,,, 0, N- 6114
, N, 4011 I
• .....,,,,.....
I 0
ke IA
, A. A. A A A ANimprA, A. A. 111 0
LL1
I i I ' i ' 1111"61 ' -'11.11ilimii•ft.........._____ \
I 'grey lir lir _1 OTC r Ira- O
i 1 71 k.,1
41 01
II It 1 ii1Z Olt.alla \
III
30" RCP ii-."""q1111:mimimmummitimis\-... /9 f ,
- .....,,.., tx
I I
111111111111111
STORMFILTER CARTRIDGE --/
EMERGENCY ,. ,\ INLET MSS!PATOR
SPILLWAY \ \
• a
U.i
1----$ /
\\ \
0 0 1
IL
Ir'---1
\%
PLAN VIEW SECTION B-B r'--
CONTECH STORMFILTER VAULT '
''''
-i 12X12 INLET /\ VAULT STYLE, 15A-8,.14,-20 OUTLET SUMP(NIS)
MATERIAL LIST-PROVII)ED BY CONTECH SITE OESIGN DATA ' I
I i 2
,......- .-- / I \
\\ \
,O, \
V \
INV = 10.0' \ \
-
1
COUNT DESCRIPTION INSTALLED BY FILTEF-1 MEDIA TYPE PERLITE 1
\ k\I \ \\ 1 k*
\\\\
., .. , .
\\.. , \
\ i / 53 18",22.5 GPM, PERLITE CARTRIDGE(PRP) CONTECH
or) ,
N \ 1 , -,„ 414,7'z ORIFICE PLATE INSIDE VAULT 2"PVC SLIP PLUG
6 CONTECH
‘ \\ 7
.
\ Ov -.") \ TOP OF RISER = 12.0' -INVERT OUT = 8.0'
1 FLOW KIT CONTECH It Z CO
241' INV OUT = 9.0 ' 'ff / i
/ 41,:\ STORM MANHOLE
1 INLET DISSIPATOR CONTECH CI CO 0 -
LC) (I) 2 Z
\ INV = 7.8'
r 0 0
-- --1,...,,,, ., ) / ,Ii ,
/
1 SEALED OVERFLOW ASSEMBLY CONTECH
1\ \
\\ \ )
.--. .„
'
-... ••.
" ''''''''"
7 ittritirail air \
lk / /
\ \ \ .._,..__,.„,
,..,_,.. - "'" ill .24` • \.\.
\ \ 8 / MODULAR WALL
- 30'. STREAM BUFFER
INLET OPENING
9...... 9 4418 Ntsi*.pg BOTTOM
PTTOELm =ELI 1' 8;4,
21 0.10310N"Txs4E"AFLRiA\NIYTIE(ABYNDpRO EOGVAEsR.TER, 1 ” : CCONONTTRRAACTCTOORR 1,...L. ul HI (71)Lu
io g
Ct Ce 0
..-
GRADE
2 PLCS GRADE RINCIS/RISERS CONTRACTOR 0 0 °
CI) LU
24" INVi4C.A.JT = 8.0',101.4•••• ...:41, ifii
1 ARSINRGIEQRUISIRE:DS RIM ELEV, 15,00
PERFORMANCE SPECIF(CATION
,,,
12'x 12"
1,......00,,„;
(7)
(TYP) FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED, RADIAL FLOW,AND SELF CLEANING, RADIAL MEDIA
..kft...... MI ..i I P4 e4;i'N. le Vill 1 INLET
''74
i
DEPTH SHALL BE 7-INCHES, FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. CN1
__74.9 _ ........4...1....: gaga?
Di S SIPATOR
---... SPECIFIC FLOW RATE SHALL BE 1 GPMASE(MAXIMUM), SPECIFIC FLOVV RATE itS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE
RIP RAP APRON OUTLET PROTECTION„14# 4.ii,„..1'11111. 1.J, i 1
SEE DETAIL ON SHEET 1 4 -44:-fe,,,
''e' % , ‘ ..., , —
MEDIA SURFACE CONTACT AREA(SF), MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA(MAXIMUM).
"ZO
i ......„ \ ko,s.,,
\\,,\ ----"'--,.. r- I 1 ik ' `s\'t\---—— , --.....
GENERAL NOTES
/I r .,
. , STORMFILTER OVERFLOW 1 CONTECH TO PROVIDE ALI. MATERIALS UNLESS NOTED OTHERWISE- 41
4f..\ ''''.. "' - :''''''''''•'\\„ \ N, ,......„:-......,
,
1
, /
INLET 2. DIMENSIONS MARKED WITH( )ARE RE-.FERENCE DIMENSIONS, ACTUAL DIMENSIONS MAY VARY,
ilSTORM ELEVATIONS ..., .."----- ---,z.:,-- --7--,_,....., ----- --"'"-----------",.......-- LEVEL SPREADER 4'N, - 1,I CONCRETE BLOCK B „: /
ir- CARTRIDGE
. ..-
B c? INV, ELEV. 10' 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH
v
9
, t'l ei _Jai . 'to REPRESENTATIVE. mw4.ContechES corn 0 .,...
LIP ELEV = 8.0 /.. ,....,-,:'N, , WALL; TOP EL = 10' tk. t.,1 0 -
.1.1,1!!
, iiii:i -:: 4. STORMFILTER WATER QUALITY STRLCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN ,,x ,.i
'''''............"4.•-.... 47,1
11"11,t`
v) 4
SHEET 1 4,-,-.
m \ \ )t, . I ,,‘ \\I • ,
Acuo!iszREATCATATITTO,ClitFoins,TRARuTcliNuGR,EA:sEuEzei,Q41.771...:TESR0;PoR.05J,EACN;
,
-) L'''':,--:. ›------------- -------:
' ill
OUTLET 5. TsFTi4suDeru
GROUNDWATER ELEVATION AT, i -F. ; ,k •- ii,:'
---...----,-„,,,,,,,,,,, . ......______ ----..., ---.... .„...„ . _ . . . I , 1.11.1111111.111111111111111 11 401... , OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
Vat
\A., ,,
4
IIIIIINell
-. ,, ., 4'4. .' ., t' # : .4,.. ' 4 : N'\, .'.' ' . ' •.4 ' ' ' ' A ., 4 * 4 . ' 4 '''' .. ,.e.',.,4; ' ' 4 - ' INV. ELEV, a'
- CASTINGS SHALL MEET AASHTO M3C8 AND BF CAST WITH THE CONTECH LOGO. * '- „:: . ,,
---4, ift. ,....._....,_ V
f-1,'"'N•-"F‘,7.4'1*- OUTLET PIPE
10 YEAR = 12.75' I gliW ‘`.%"-'2.2 ...-...„,,,•„`": _...:,..:&_•-•- ---*""'"",,...'-'-^-",,, .
.- -
‘ INSTALLATION NOTES
25-YEAR = 1 2.96' ---,,, ''''',. 1, ANY SUB-BASE,BACKFILL DEPTH.AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL
\--- FLOW KIT or PVC
iTh ,, V 4
BE SPECIFIED BY ENGINEER OF RECORD.
100—YEAR = 13.41' ,m, 1 i
'.: ‘. „
__....- /' --\: .. NoTE;ANY CONSTRUCTION JOINTS IN THE PRECAST VAULT 2"DIAMETER ORIFICE
2, CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
PLATE TO BE SURFACE
' \ k
-‘ SHALL BE OF WATERPROOF,CONSTRUCTION.
MOUNTED ON INTERIOR STRUCTURE(LIFTIN4,3 CLUTCHES PROVIDED). ,
3_ CONTRACTOR TO INSTALL JOINT SEALANT sETwEEN ALL SECTIONS AND ASSEMBLE STRUCTURE 7[25.14
il \
\ NOTE: SEASONAL HIGH WATER TABLE ELEVATION IS APPROXIMATELY 10' (\ I OF THE VAULT
4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT PIPES, MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. ,
,'I 1
\ '' ,. .‘
SECTION A-A 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF,
Rs:Ls ,OISICAI5r, ORVAN
KMR KW
! i -
/
STRUCTURE WEIGHT ,,,lco,;.-apJ Appi..wED,
APPROXIMATE HEAVIEST PICK;"- 5,5,500 LBS. --.,
CONTECH ,
PK:M.:CI NUkt4fi:
CONTRACT 5N,1.423
11 NOTE: SEASONAL HIGH WATER TABLE ELEVATION IS APPROXIMATELY 10'
..... 4111/11•Mina
,.....---.....--, DRAWING
I ,.'r 1
24" RCP
OUTLET BARR 3
IllnallaMiliall
: IIIIIIIIIII TRASH RACK
: 11111111111.11 : #5 REBAR SPACED 4" 0.C.
' IIIIIIII ' ' '11=1
41[=:1 6,"'Ilk 3 ..04•"'"IWVP"
IIIIIIIII' 4'x4' INSIDE DIMENSION
REINFORCED CONCRETE " ,..--1 20' 1 _„4/010P' ---J11-
RISER BOX (ASTM C1433) -111E- 1- ..‘ ilik,0111' _=llr
1 i_ 111---• ' 441P-MOMPWCIPOWV4.011POWZAVafr• ____--4 I I- 13.5'
[ 4 FT
- I 1=411- '-
TOP -I I 1-111- I-II I - It I I
-III II III III III 111-111-III= '
24,, RCP TRASH RACK RIP-RAP EMERGENCY SPILLWAY
#5 REBAR SPACED N....4
12" NCDOT CLASS B RIP-RAP (d50 = 8")
RISER RIM EL. 12.0' -
•
& 4 NCDOT NO. 57 STONE BEDDING•I
• WRAPPED WITH NON-WOVEN FILTER FABRIC' . '- • '' . 4' .1
(SI GEOTEX 801 OR APPROVED EQUAL)
I4' .4 , .• • •
I EMERGENCY SPILLWAY SECTION
NOT TO SCALE
- . • • .
4 . A i .
' I; 1, 4 . . I '14 .. i 4 4 . I. zr RCP
4. , A, OUTLET BARREL 1
[4. .4\ ,f .4:ILI -L .
OUTLET PIPE INV 9.0' L_,_,. •••••—..•'_, • •
24,' RCP OUTLET PIPE .
P...) 4 .
(,0 iej14111
•
i 1'
EC E IVEr
t. fl.—......0
"4,.. .... 7
li ME FRONT
c•iw
BY:
0,
POND OVERFLOW STRUCTURE
c.,
/
00
gi DATE:
e
SEALS 4.° SEALS 1 1 t N e
05/29/14N SCALE "max FILE NUMBERS
'0.
* IIVA MCE PROJ. # 6523-0001 CG502
„ “, „
, .. „,,,,
.... , ..., • 40? mciam&cREED 30050 Chagrin Boulevard LONG BEACH CROSSING HORIZONTAL:
2
DRAWN KCBE DRAWING NUMBER
N
Suite 360
- •4 i ile • A%?
(D
l''=201
1 - • 1 •
DESIGNED KOBE
... . <• is/
Pepper Pike, Oh 44124-5704
1 5
VERTICAL:
:: i SEAL ik il t I 243 North Front Street
il•MIIMINIIIM111111111..
1.9
E •
CHECKED RAM
• 025503 w -
Wilmington, North Carolina 28401 VISCONS1 Phone: [phone]
N/A
PROJ. MGR. RAM
8/11/2014 \13,„„....e/VGi NOV 41i Phone: [phone], Fax: [phone] Fax: [phone] STORMWATER DETAILS . . .
I 3 REVISED PER NCDENR STORMWATER REVIEW COMMENTS
2 REVISED PER BRUNSWICK COUNTY SITE REVIEW COMMENTS 8/5/2014
....,:#.6-4,.**********.. egt......-
License: F-1222 COMPANIES LTD
STATUS: REVISION
Web Site: vvww.visconsi.com DA 1 — WEST POND
0 7/28/2014
O 1 REVISED PER NCDENR COMMENTS
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DA #2- EAST POND NN, N
PRESSURE TREATED
' `° t �„ 20' 0 20' 40' �, N S SHEET PILE�CAP
N \ SCALE: 1"=20' (Hor�IZ.) F==� " PRESSURE TREATED 2x6 LUMBER
ilk \ 12 RCP
LAG BOLTED THROUGH SHEET PILE
12 s OUTLET BARREL. VINYL SHEET PILE CAP
11 .---___,:.......t.---- \ f
VARIES - SEE PLAN VIEW
\ `° . 10 r-y r
\ N. \°� ♦ ����` �• s - r I WET POND OUTLET oT�o SCALE HEET PILE CAP
TOP OF WALL ELEV = 8.0'
° ♦ 24 RCP _ � ) STRUCTURE
° INV OUT = 5.0 ' f ::::iI
O ! AC#5 REBAR SPACED 4" O.C. DA#2-EAST POND o
\ . MEM. *gli
POND BOTTOM EL. 1.00' - 1'-0"
f 2'x2' INSIDE DIMENSION 8.5„ Oj��1'���i//>�iA:\O�fO\.'\r /V�`\ ` >>/.> 0\>>?,,*M/1;` •>">\, '/\>(.. !/�s`®f
N 1 i
11111111111''. REINFORCED CONCRETE C 2.0
1 -
® r. RISER BOX (ASTM C1433) D 8 5, VINYL SHEET PILE BAFFLE WALL DETAIL
\ --1 \ . \
2 Fr Not to Scale
/\ vn\ \ \ \ f L E
; - %c FOREBAY / i 9.9 4.5"
I 12" RCP TRASH RACK
�� BAFFLE WALL RISER RIM EL. (E) /�� #5 REBAR SPACED
4" O.C. -
. q r /
w _-- .3.. A
1 I
'Ikrti I~1 �, ,� • / a'. . ' \\ 4 ' , a e s VINYL SHEET PILE FOR BAFFLE AND FOREBAY WALL
NOT TO SCALE
`'o .�' \a �� \�` , ..: �; �'� . '• e`' . / � OUTPUT' BARREL FROM POND /4s4
.0'
' 'I EMERGENCY , ��� a �� . '
SPILLWAY 1 12 RCP
e �"'' �'` ,,� / ORIFF.� tt ( )) OUTLET PIPE INV ( ) �• '.L� ,,, -
�� ORIFIcE SIZE (C) OUTLET PIPE SIZE �A) V / s �� � INV - 8.4' 2.0'
• y #i t 1 ,fh -.(! / 4.0'
l � \ 0 __ 4.0" PVC SCH. 40 PIPE WITH
_ 45 DEG BEND. DRILL (C) �� 4" THICK CONCRETE WEIR
� � / / i I-I I HOLE IN CAPPED END
\ FRONT -Tr SIDE WALL KEYED INTO WALLS OF
ORIFICE RESTRICTOR PLATE, .� POND OVERFLOW STRUCTURE DRILLED TO 2" DIAMETER BOX TO A DEPTH OF 2"
s 4* ° INVERT ELEVATION 11 co_ b o 7D, y (BOTH ENDS)
'\\\) \\.\\ ' \ \ \ / \l/ 90 -0 Trl r- (9),-,() 0,0
t / "'4 F
IN\ ' % \ . --___ . .
40 \ ' \ \ , \ <5 / 'it= ---) ...
PLAN VIEW
''-1 I I- 3 I�
\k\A\ \\\ " 1\ \ \ l
-I i I-I 111
I -III= 12.5'
\\0 \ °` ° I E I _.' • ,gr�li► +err' -'�, -I 1I-
STORM ELEVATIONS _III_T= ,.. �,..,� ..,, _-1
fi .. I �� - -'11:,IIC _ � _ .� �111-�1 MANHOLE RING
AND COVER
LEVEL SPREADER , DA #2-EAST POND -I(I'II-III-111-111-111 I i 1 I i I-H T 1i' I I
LIP ELEV = 8.0' . { F RIP-RAP EMERGENCY SPILLWAY
SEE DETAIL ON g r/ =� 1.5" PROPOSED DEPTH = 1.4' 12" NCDOT CLASS B RIP-RAP (d50 = 8") _„_ - RIM = 13.50
& 4 NCDOT NO. 57 STONE BEDDING
SHEET 14 �.- 1 \,,,,,, •
� MODULAR WALL WRAPPED WITH NON-WOVEN FILTER FABRIC 4" THICK CONCRETE WEIR �
�' ilk* ` TOP EL = 13' 1-YEAR = 10.3fi' (S1
,ArA ._ r cOTEX 801 OR APPROVED EQUAL)
•1MA � - WALL ELEVATION = 9.8
<* �� � BOTTOM EL = 10 10-YEAR = 11.94
`�-�` ' 25-YEAR - 12.34' EMERGENCY SPILLWAY SECTION SECTION
INV OU 1.5 ° � 4.‘ •
>` z ' NOT TO SCALE 2 DIAMETER ORIFICE PLATE
:• % 100-YEAR = 12.78
\. o � ,� ' CONCRETE BLOCK TO 8" DIAMETER HDPE
\ \ ' '''' / /WALL, TOP EL = 10' OUTLET TO LEVEL SPREADER
\\* `- \`\\\ '\ ,> RCP
- 12" RCP
12" INV OUT = 8.0' \ \ A RIP RAP APRON OUTLET PROTECTICN , � INV = 8 4' �� \r�71
lig INV = 8.4'
4 \‘ \ <:SEE DETAIL ON SHEET 14 BYPASS
BYPASS STRUCTURE
NOT TO SCALE
POND DETAIL TOP OF POND EL. (I)
SEE WET DETENTION POND OVERFLOW STRUCTURE
NOTES FOR SUITABLE (SEE DETAIL) 3
WET POND 3 PLANT SPECIES
DIMENSIONS -I1 10 ' 1�
TEMPORARY POOL EL. (H)
DA#2-EAST POND { _ SHELF
o-SLOPE RIP RAP APRON
" OUTLET PROTECTION
_p I FOREBAY WALL EL. (J) r�ij, +t ��/ 12 RCP (ASTM C76 CLASS IN PIPE) SEE DETAIL ON
A 1.0' TOP OF SHELF EL. (G) t WITH 0 RlNG GASKET JOINTS ASTM C36�j SHEET 14
0.5 FT r SHWT EL. (P) . . PERMANENT P044 E1,. (F) PERMANENT POOL EL. (F) . SHWT �4•.(F) _ _ _r� "'
FT
OUTLET INV (M)
�J viz . .,
8
B 2.0' BOTTOM OF SHELF EL. (E) °'S - ? - 2 51 Z i Z<_ ,z _
C 5.0 -! I � ' l= 0o_ z W>f_ I I ! I f f ! I J
a O IZ Z a O IZ Z I i - I I J ✓/.- `-�lt° 1/ d- ..f+ ,,,,,e,\---sc,
24', SEDIMENT STORAGE EL. (B) SEDIMENT STORAGE EL. (L) a,x _I , i !
- E OCI- 0 --10(7---DE
E 8.0 _ . . 5 FT FT � T
INLET PPE DIA. {D) ! i
F 8"5' INLET PIPE INV. (C) -! 1 _ 1 Liz z 1 2.5 1- L%' ' c>
SEE PLAN FOR LOCATION ' } FOREBAY BOTTOM EL. A POND BOTTOM EL K 3 I 10 FT ��~� t� ���� ~��
11 I
G I I I ! I - _ f - i I - _ i I - _ VEGETATED SH
9.0 _a 1 1- ' I I Ili ! ! i----! I I- i ! i ! I ! ( III --,, , I 11 ! III' III III' II 1 I [ 171 i I ! , 1 1-1 I I i , 10:1 SLOPE
2/3 LENGTH OF PIPE RUN H 9 9' WET DETENTION POND NOTES FOREBAY WALL ALUMINUM ANTI-SEEP
COLLAR TO EXTEND 1.5'
I 13.0' 1) TEMPORARY PUMP WILL BE PROVIDED BY OWN R TO CONTRACTOR TO EXCAVATE IN ALL DIRECTIONS
J 8.O' DRAIN FOR ROUTINE MAINTENANCE OR 1`,. FOREBAY AND STORAGE POND SECTION BELOW ORIFICE PIPE AS AROUND PIPE
NECESSARY TO PROVIDE
K 1.0' 2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF NOT TO SCALE SPECFIED CLEARANCES
L 2.0' THE LISTED SUITABLE SPECIES FOR THE VEGETATED
SHELF. GROUP SIMILAR SPECIES OF PLANTS TOGETHER,
M 8.5' INSTALL PLANTS 24" O.C. IN A CHECKERBOARD
PATTERN, AND NO PLANTS SHALL BE PLANTED WTHIN
N 6.5' 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE
SPECIES FOR VEGETATED SHELF ARE: ARROW ARUM,
P 8.5' BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
a)
4) SOD SLOPES ABOVE PERMANENT POOL
AROUND THE INSIDE AND OUTSIDE OF THE POND.
.
5) CONTRACTOR SHALL EXCAVATE 4
4 VEGETATED SHELF AS NECESSARY TO r_
isi PROVIDE ADEQUATE CLEARANCE AROUND RISER
FOR PVC PIPE INVERT.
N7i:_ __
_
a e 1 , SEAL SEAL 1 t 1 1 I
hvASCALE
o / ```'``,,v 11 rr+/''''� • KFM&cREED 30050 Cha rin B DATE: 05/29/14 1 'H&C FILE NUMBERI
o��� ,SRO<.,y� vM g Boulevard MCE PROD. # 6523 0001 CG503
coI �f '�0� v LONG BEACH CROSSING DRAWN KCBE HORIZONTAL: DRAWING NUMBER
r .:. Ai
Suite 360
"' DESIGNED KCBE 1 =20
- SEAL �� 243 North Front Street Pepper Pike, Oh 44124-5704
9 025503 CHECKED RAM VERTICAL: �+
Wilmington, North Carolina 28401 Phone: [phone] 1 6
°� VISCONSI
E 3 REVISED PER NCDENR STORMWATER REVIEW COMMENTS 8/11,2C,4 "•. F g
Phone:44' Phone: [phone], Fax: [phone]� 2 Fax: [phone] STORMWATER DETAILS PROD. MGR. RAM N/A
\ , \ , \
2 REVISED PER BRUNSNICK COUNTY SITE REVIEW COMMENTS /! ., yq !�O �. COMPANIES LTD Web Site: 1NWW.VISCOr1S1.COn1 STATUS
co 8 5 K14 ". .....••' .`
0 72820?4 i, R ,, License: F-1222DA#2 - EAST POND
d, 1 REVISED PER NCDENR COMMENTS
%° REV.NO. DESCRIPTIONS DA'E REVISION
REVISIONS ` l \ J \ www.m ckimcreed.ccm ` FINAL DESIGN-NOT 1
RELEASED FOR CONSTRUCTION
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