SW8000938_APPROVED PLANS_20010130

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 p00c138
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Z o o I o 1 30
YYYYMMDD

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\ � HORIZ. 1" = 50' D/�aa E
NTS / / > / / DETENTI ON POND DIMENSIONS VERT. 1 = 5 GR
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CBOT RIM 23.2 REPLACE EXIST. D.I.
v \ INV. 15.5 ;j: WITH MANHOLE RING
SSMH NO. 1C S CITY OF WILMINGTON
DETENTION POND &� r.- CONCRETE DRIVEWAY AND COVER. ADUST a
TOP OF BAI�< 22.0 HC MP i4 TOP TO FINISH GRADE a
C.I. N0. 15 FLOOD POOL` 18.0 _A z DRIP
RIM 20.94 NORMAL POOL\14.0 Zy.w 63 z35(1) FIRE HYDRANT [-r
reputed owner INV. 16.5 BOTTOM \6'� i 2211 TOP ASSEMBLY c ND
Mariner Health. LLC *� " yet, row RIM 45.05 NO. 1 D Q z
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5' CONCRETE SIDEWALK ./ "' ° wfi HC RAMP
22.79 •...
23.69
DOUBLE, SOLID YELLOW THERMOPLASTIC STRIPING F ';;;`�s 75) •917T� 18"F.E.S. INV. 15.0 Am 4 39 zi [~-1
w 10'x15'x18" E.D. v. 42 9
COORDINATE WITH CITY OF WILMINGTON TRAFFIC New I - -� / EXISTING DRIVE zR�
PERSONNEL PRIOR TO INSTALLATION Pipe • 72'02 "-`'' TO VI CLOSED I 41 I z l
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PROVIDE NEW CUT I D.I. 'D1
'PINE '' 45' TREATED BAFFLES AS SHOWN ATE .76
C.I. N0. 16 / /T I TOP 18.0 (TYP. 4 PLACES) I Nv. 40.76 Q A 0
I 35. 5
S .:a'"' iM•• 'PINE ti. , (SEE DETAIL) "2' a+ U -
RIM 20.94 2t / \ .I. NO. 6 RIM 35.0
INV. 16.0 / 1 p a•PIN r reputed owner RIM 34.0 INV. 28.2 Cs "' W
SSMH NO. 1A I \ `' ,Y '''/ P Y N• z�zja 1 VACANT ei ..: 94
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/ RIM 22.0 D.B. 1355. Pg. 1486 4 RIM 42.5 12• � ND � z
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ASPHALT GRADE 18.Sf \\y/�i- / / / v I� C&I ': ) N INV 41.0 <
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�, \ \ I pf / / _ 1 y. r C.I\ N0. 56 I t °S 80'31'33 W } Cs He 1 G5.91 II I o �1 O O C J a ,..t e \ zz as F ': / \
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_ / $EQ CES INVi 29. l,1 x R repu tiid owner / �� %tDw I g f4 to 1O
/ \ >,v.5 0' \ \ / EP k •=• J e 550 Cp0 CF� "PINE 1 JIle�9 dt Ma the H eon Ur4J09 TO BFy' CLOSE BELL O I I a
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a/ IP P E i G, • 43.92 �t� ry
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PINE ^I t+t S 1 , { Q , w g• 313 '+\•1 1..�1\ / ,c•y.`✓'i \ \ \l \ �' \ '? \ 0' - .F• r •PINE i I3 r I �1I { I� GS • 38.57 9.71 4 .I 4j.76 \• C W 6.0 B
C.I. N0. 11 \, - 2, 9. t I _ sC'iiEN°
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ky RIM 23.5 f 'i. \ p ' ` \ ®/ PEE I 1 ` 1 . 36.97 G6 s cs ` - a.e4 z
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O �• / FENIEU - f ry INV. 18.5 6 •` W-5"CEDAR ` ,J..G '� E P !• I • 370 4 . 7 77 D E.L� O bb O O a
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\ 2 (MIN. ) J ' 1 x .zt W GUI _�.\ FCCEI>]< 5.20 a U
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'.�i//. "�" o�c 2 r r S �Zti N o `� f I° � R,yT�;(`1 APPROVED � O Q� � M
-' �OQ Q� 1NG J x• \ / (2p - 9' h .�,E ♦ �, � �ls( �, NORTH CAROLINA ENVII`3NIJENTAL I '"♦ 'CM a I-si o
.:1 C.I. NO. 12 ��o tipOldl� m E3s•' O.R. , y. �� ,� .� '.'• 5•� ,,•� DIVISION OF WATtr3 Q'JALIT•(
`, ` ✓ 1. ti NFL A \ , t `c 1
\ N �p� ��^e�, SF RIM 23.5 a s 12 NMANAGE,,: ,IT Cc" ...,,IJN
'� y` 0��1� 2y� INV. 19.1 s 175 s SA A4 i J B�' �1J � Y\ \ ♦DE 2:� 2000
z1s7 ' 0.\ 2r S� 2'�` �\ j �,. °'s \ 75 N 1 9.sa/ \ �� \
G \\ \ \ \ 6•� �� I L ` xA6t r3�5) I GS.oa *� PROJ#�t t; DI
&tormwater Pemllt No. I C lT
\ 0 _
GGS H&T
' • 2e.48 /
\\ • %4 60D CS •• 27.9 - - FENCEUNE J 1
/ SMIP4 VACANT 3 STUB / I
.89 ! 1 SITE DATA ' DEVELOPER/PROPERTY OWNER: ; ; ``''�1,CAR"''',
�N
�NCc'NE/ TOTAL AREA 5.29 ACRES HORIZON PARK, LLC ,` vsst ••.,/
certification Requirements
50 GRAVELLED \ a 0 / 5.75 ° cs ss / (JS ZONING Odd/CS
f u5 e AREA ZONED Odd 2.86 ACRES , 1650 MILITARY CUTOFF ROAD, SUITE 200 P Z,
The following certifications shall appear on all plans.: CONSTRUCTION °E° y' = I
ENTRANCE 5 �\ WILMINGTON, NC 28403 _
• Qg9a/ • zs.zo • zs.az �� r W�� AREA ZONED CS 2.43 ACRES ' � � SEA L
(1) Designer's certification tf1� rLQ •. 1/ \ GS GS } S BUILDING AREA 58,860 SF p
�Q 5.26 , zD• s.23 BUILDING AREA (IMPERVIOUS) 49,620 SF I '' M s= 17374 �\
"I hereby certify that this plan has been prepared in NOTES' \ L N�5`/• jGs 98 •� 5•�RCH 2-10•SYC. �yT FENCEUNE O
accordance with the latest Wilmington standards and PARKING SPACES REQUIRED 147-235 '�t'/A•�1GIty
specifications for stormwater Management and Chapter z0 of 1. PERMITTED USES ONLY FOR CS ZONING, AS SPECIFIED / E`•I't' /�E \ ` Chain-Linked PARKING SPACES PROVIDED 63 _ _ _ G N
the code of o finances of the city of wilmington." IN CITY OF WILMINGTON ZONING ORDINANCE. - \ • G / 5z, Fence TOTAL ASPHALT AREA 76,063 SF =-32- - - - EXISTING CONTOUR 'tCRE11�``\\\\\
FENCEUNE ASPHALT AREA ZONE Odd 25.897 SF
2. ALL DUMPSTER AREAS SHALL BE SCREENED AS PER {j P L ' �I i reputed owner ASPHALT AREA ZONE CS 50166 SF • EG63 EXISTING SPOT ELEVATION V
Signature: CITY OF WILMINGTON SPECIFICATIONS. \ (� ' G57Y / I� I _✓ MCWO Umited Partnership CONCRETE AREA 7 \
Printed Name an t e: h>.1 . Tri , P.E.
587 SF •. DATE 12-19-('L1
3. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS I a p /� ' PROPOSED SPOT ELEVATION
Date: q•lb'oo Registration Number: 17374 WITH THE CITY OF WILMINGTON TECHNICAL STANDARDS \ f �• " D.B. 2089, Pg. 044A LANDSCAPING AREA REQUIRED: 7,121 SF ' ® / DESIGN PGT
\ 25,897 SF x 12% = 3108 SF DROP INLET w INLET PROTECTION ^�
(2) owner's/Developer's certification AND SPECIFICATIONS MANUAL ! Q�Q 1 / SF547 ors 50,166 SF x 8'i = 4013 SF DRAWN MVL
4. PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL \ *1 \ h Iy LANDSCAPING AREA PROVIDED: 9,525 SF STORMWATER RUNOFF DIRECTION
"I/we hereby certify that any clearing, grading, construction _ FOR Y - ;
or development, or all of these, will be done pursuant to CONSTRUCTION, CONTRACTOR SHAl1WP PROVIDE AERPZDBACKFLOW \ • ry.z4\•ol ,/ / / I SITE PLAN
this plan and that the applicable stormwater Management 666SSS ? - CONCRETE AREA
conditions and requirements of the City of Wilmington, the PREVENTION DEVICE BEHIND THE METER. / 1
State of North Carolina and the Federal Government and its 5. WATER EXTENSION IS PUBLIC. \ 1" = 40' (175) LANDSCAPING w/AREA 1
agencies are hereby made part of this plan." 6. ALL POWER TO BE UNDERGROUND. ,t \1 / / LIMITS OF DISTURBANCEC 1
Signature:
7. ALL REGULATED TREES SHOWN IN AREAS PROPOSED TO REMAIN \ \ \,O / .� Q �� \ w TREES TO BE REMOVED ����
Printed ame and Titl teve Nieme er, mane in member PERVIOUS SHALL BE SAVED TO THE MAXIMUM EXTENT. 'PINE
Date: `/!� CTi h ���' t TSF 2 4 Z� SHEET 1 OF 3
\ / ti TEMPORARY SILT FENCE
.p 4d 20' G' 4W 20' 120' TEMPORARY SEDIMENT TRAP ' 00046
I, .

11
HANDICAPPED PARKMG SIGN - jCUT OR am TOOLED • 4M mxaO rlus� �IMLANDSCAPE
ANDSC�RE��TS CONDNONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. INC.VIJIVIYJ
TO READ 'RESERVED PARKING A A / WOW OR STEEL STATE 1. THE CONTRACTOR SHALT- VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
RESER WITH IDENTIFICATION SYMBOL, t= OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
BOLT TO ND. POST W/ 3/8• cANDIUM / F 2. CLEARING CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMED ote Description By
MI '1 7, TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE, 3. GRUBBING AND STRIPPING. CONTRACTOR SHALL RAKE AND REMOVE ROOTS. STUMPS,
PADYTIUF PULED NUTS BOBS k ASHLRS 1 �c { ?= VEGETATION. DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
m mm Or x 1'-0• x LOBO Sm ALUM. SIGN aK. STREET YARD: MINURII/ REQUIREMENTS FOR EVERY 50 LF. 1 TREE MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. I.
■ TO READ "VAN ACCESSIBLE'. F 8 FT IN HEIGHT OR 3 FLOWERING TREES S FT IN HEIGHT AND 8 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEM GEOTECHNICAL
BOLT TO W0. POST WITH 3/8• CAf01U
PLATED NUTS, BOLTS k WASHERS � • T_ DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
$HRIDS 18• MINDIIM AT PL.ANTItIf). REPRESENTATIVE lO COORDINATE REMOVAL W ANY SOFT AREAS.
9" x V-O' x .060 S7D AIJM. SIGN 2• - 3. �i'-^ OOOO --b � SILENT PARKING ER EVERGREEN
EN SHRUBS FT aF RIGHT OF WAY REQUIRES 1 ROWS. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
N READ "MAXIMUM PENALTY N2'40, IN1CF LOW BUFFER HnIESEEN HIM5 MINIMUM RI /8' AT PLANTING. REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
11 2• GS 20-37.8•. BOLT TO WD. POST A06REOA ^ L - A lE INTERIOR: EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
OQUORS p WITH 3/B" CAMIUM PLATED COARSE ' • 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
aLLi,i1E st a BACKGROUNDff' BOLTS k WASHERS � D -.--- BURIED FABRIC SKIRTMINIMUM: OX OF TEE GROSS PAVED AREAS SHALL BE LANDSCAPED. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES
89KGRdNO- WHITE PRESSURE TREATED 4•xe POST. TEMPORARY GRAVELLED FLAW •$ B. PPRROPEERRLYYPERRMITTEED FACILITY AASREQUIREDABLE BORROW MATERIAL FROM AR OFF-SITE
1 TREE 8 FT LIIMIM WEIGHT AND 8 SHRUBS 16' YDJIYIM AT
CONSTRUCTION ENTRANCE �"'A PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
/2XTYP) THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE EXISTING UTILITIES DURING CONSTRucnON. BEFORE COM ENCING ANY EXCAVATIONS
T J u U LANDSCAPE PENDNSU.AS NO MORE IRAN 15 SPACES APART MID AT THE IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AEAS OR IN PRIVATE
W= -I/rK
( VAN D NTs - ENERGY DISSIPATOR EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
VN1 1FE ENDS OF ALL PARTING ROWS MINIMUM 8 FT WIDE AND 100 SF �R INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
00 /Nr(TiP) /R-LTYPT T I I I I - b /
IN AREA 5 TREES YDOMM REQUIRED FOR INTERIOR ISLANDS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
S� 4 WOOD FRAME BUFFER YARDS: HEIGHT REQUIREMENTS APPROPRIATE RECONNECTIONVERSONNEL.4DOR THE RELOCATION Qi ALL EXISTING UTILITIES WITH 4
GREEN MEIN _ I = A1PO1�A OQIIL . � f� STAKE TREES - 8 FT MD4MUM AT PLANTTING 2' MIN. CAL 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE a
�8019c DOc I�
It. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING COMPANY, INC. AND SUPPLIED BY THE OWNER. ,
TYPICAL HANDICAPPED SIGN DETAIL 'SHALT + 15 FT MINIMIIY MATURE HEIGHT THE PRIORCONTRACTORSIA SHALL REPORT ILL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
. ET BURPED FABRIC EVERGREEN SFRIIBS - 38• MINIINII AT PLANTING 13, THE CONTRACTOR %LL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
NTS DRAINAGE AMGY FROM CURB �,� _ B• MU41MUM MATURE HEIGHT
lmle BROOM f'DI15M1 PfRPF71DIC1AAR �dlt CRrO�MOPIa 14. ALL PVC UTAITY MAI HIS WORK UNLESS NS BALL BE INSTALLED 01WiEXH..A MINIMUM OF 38' COVER
I. t0LfY4K WWMOW SHALL R 4•IMOr MIDIm pWDIWI!- TO PEDESTRIAN FLOW DIRECTION M4W dB>SYNK .� AT FINAL GRADE.
2. SIDEWALK INI Ins SHAL MAa RAM=As wmx FENCE OPTION - 8 FT MIND" HEIGHT INDUSTRIAL ZONING
All DBnOH am im m r AT MaKmm - 3.000 PSI Z awWRAFIBI �- 8 FT MINIMUM HEIGHT ALL DEFER
15. ALL SERVICE CONNECTIONS SHALL SE INSTALLED 70 MEET ALL LOCAL AND STATE CODES.
IALK
M'M
yIt'FON F1WAu , NO PLANT MATERIAL OVER 30' D1 THESE AREAS. METERS, TAPS, MATERIALS, HALL.WORKMANSHIPCOMPLY
AND ALL FEES SHALL SE THE RESPONSIBILITY 's
a Woo mnmx m Ir IN IMF S M M IT MRS PAV11101T OF 7FIE CONTRACTOR AND SHALL COMPLY L C ALL M TO NCDENTS
NAM N0 am �nQw�,5g A H WA TA 4• ��J'AA 0RlE ^LZ� PROTECTIpN FROM VEFIICINNt TRAFFIC PROVIDED AROUND ALL PLANT TILL ALL PAVEMENT, BASE AND Sl10GRA0E SHALL CONFORM 10 NCDOT STANDARDS INCLUDING
a I J00f1�y)WORRIED AT BIT MAX.AT INNM" ^T^� 4• SIOEV MATERIAL (CURBING CROSS TIES, TIMBERS, ETC.) WORKMANSHIP. MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES. SIGNS, LIGHTS ,
AT BBNMOWREa AND AS NM BN N7E RAN 5000 PSIbR SEC OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
L FF 10409MY LAVIKB tR Ruk=raT BORROW IRAN AND ANNAAM CpNGETE . THE OWNER IS RESPONIBLE FOR MAINTENANCE OF TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. �
7. KmraRs.�Mla-to/N0 atFN 4�-I, . •. � L 142 y,�E, .�:•.. S, Lc NOTES: LANDSCAPING M ENSUE THE PLANT MA161M LIVES. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT I
DRAINAGE TOWARD•CURB °F t'12 T 1, AS SYNTHETIC FASAIC. USE A PERVIOUS BEET Or NYLON. a TO PROVIDE N®m STABILITY 10 THE nlllNlA FRAME WEAR ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
a/k - •'"' 1NTS
• x" POLYFb'7EP. OR EMYIENE YARN-IXIW1 S'lllINOIN 2N-INW HOOD S1EtIN8 AIQNID THE pWST W THE SLOPED M DRAIN AWAY FROM BUILDINGS AT ALL TIMES. RUBBER_
.. ...::...:...:. • .:.y,..:...<:.._. .:. .:..:..;.._ "�.,:•�.a ^. . ( U3_[__ Y THAT T UL DV! RA aYa AREA AT A WTmRRI OF 1.6 R ABOVE 1K OIIOP MEF dESL BA0010FI ASOMY MOMS a INSTALLED M ACCORDANCE WITH ILIANUFAC7URFR'S REQUIREMENTS.GASIFIED JOINTS
. pgMgn TO PROVIDE AOF]gUAIE DRAINAGE OP 711E 10YORARY RACE THE BOTTOM 12 INOKEf OF 11E FABRIC DI A 1REMLH AND
.•� .. .•.. - SCXOAFNT POOL BUNAP WY E USED FOR DgRT-lEml BAOPBL THE 1 F CO WANE AT LLLST 4 DIOR3 a OUWIta STONE I.THE IN ALL�IT SHALL r 90"IS AS E MRI E TINE F�MWRRKMNM M�AS POEsmIE 19. WHITE MARKING PAINT FOR ALL PAVEMENT FACTORS. PAINT SHALL BE A I
$H SECTION I I APPLICATIONS IT MAST BE R94ACED EVERY 00 DAY. OR 12 INCHES s COMPACTED CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE M. FACTORY MIXED, WICK DRYING,
.: 2 K 0011E[ODTx WLK AIO 1®II®PIEiRNE ABWIdSS SMAII.ME NRTAL ID AT NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR I.
••.••. 2'TW4 I-2 OK001) •• 2 CUT FABRIC FROM A CONTINUOUS ROLL TO EI.Dm1ATE JOIIIS 7. FASTER FABRIC 90pIRFLY 10 11E SFMRS AND FRAME J00nB MUST BE LEASE 12 IN ABOtE TIE FILOf1 GRAPE,MOOD LL11a OR MOIL NIGHT REFLECTING.
r AMC STONE GOOD" SONG 4000 PM BxB-10/10 Ewm. COMPACTED �� ' S FOR STARES, USE 2x4-INCHW�ppp(pR� OVERLAPPED A AE NCR STATE 3 AFIRE V M MEMOIR�lis�bxll IMIL SE NSFAIED AT DIATI/2 DLDES 2O DUCTILE IRON WALK BE CLASS 50. !
METAL WITH A YINDNRI LENGTH R R. EgUIVNENT ABOE K IOPIBT IMI a1RL1 ,BIE IN H L P1B ON NI 1tlIWTLOM 21'SBI i
O'Ntb'xW29xW2B MELDED SUBCRAOE d a 111E LOP OF 111E iRAME MID FASgC 11LNT SE WELL BF1DW THE gROUND COMABlR 1M RKD A l K SFIOEOCt IEA00 01 1®I.S AID MWFS M BOUT 21. CONCRETE FOR WAYS. CURBS AND DRIVES SHALL NAVE A MMIMUMN COMPRESSIVE
Iftl DOWNILAPE RUMOFF T - AIR ENTRAINED.
WERE FABRIC REIFORCEMFNT ccn7TfW . 4. SPACE STAKES EVENLY AROUND T E PERIEIEII OF THE TNIET M A IT�M Y E� ART 1m0 BU�IID lE1POR�MY ♦K MA)MAIY HERMIT OF BAa010W MOSB Y D 36 DOW DIWOE MB 40 WO MBA. FIELD TESTING SHALL BE DONE BY ANINDEPENDENT TESTING LABORATORY PAID FOR
TYPICAL SIDEWALK AND ` A 4 f y L A E GROUND.
OF 3 FT APART, AND MINES
B R. ,NM DFN DIE ON TOPE�E CF THE fRRICYmIE a AN SMOUNKNE yUaL BE PROVES D INAT PROSCIS K AlInMY RON 116C W WUK BY THE OWNER. FURTHER TESTING REWIRED WE TO A FADID TEST WILL BE
- .r THE QIaRID, APPRO%IYAIFLY 1B IIILIE4 pQ',P. M01MAI N,IEAI ER AM IBM PAID FOR BY THE CONTRACTOR
,:,_ �+ r. b ••:4 a IN ROM,LROOIWAM AND WWII 215VILVIONN ARE TRN®n0.
1M'IEEL CHAIR-_RAMP DETAIL S£CTI0N 'A-A' sEC77M 'e- ' TEMPORARY FABRIC DROP INLET EROSION CONTROL 7'S�NG&W w "0"a °" '°`LL ff WE 1. NO OUT SLOPE
SEQUENCE
!N4 ArM, NTS a CEC'l10Al w0101►WilLli AID BRF210t Bd[S SMALL NT M IOGIED ABEAM K 1. NO WT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL Q ONE F00T FOR
PLAN *m. wY
AS 1. CQN11EACTOR MAY USE BRItX1 WITH MAX. CORBEL 1' PER COURSE FINISH® GRADE a PIER 10 INNIA LBIO Al B M SEOM9 IT W ROCa MNM IRE 11E 0401"ON ECLMNZ NO SEDIMENT WILL BE ASNMY. EVERY RUN OF 3 FEET (ALLOWED TO EXIT THE SITE.I VERTICAL TO 3 ALL EROSION SHALL BE CONTROLLED z
t TOaNOM I7�10�wrm ' ABC STONE BMW
E ET�NAIL 1 BE fCITY HAS SWUMA D WE I WED MR A0091104M.INFORMATION. OL�PRRDIWUCL 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE SEGINNING CONSTRUCTION INCLUDING 11����+"iii
J p� DETAIL SANITARY SEWER MANHOLE 2 CONTRACTOR MAY LOSE ECCENTRIC M.H. UNIT MT�2No INCLUDING SIDE STAPES N CONT AND EATER CONSTRUCTION.
•EAVEMENT SECTION ' wx
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION SATES AS. SILT FENCE, DECK DAMS ETC.
INSTAL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING a 1
2 SPILLWAY MANFIOIE CONSTRUCTION , • SRAE�t !•�pP �tkS CONSTRUCTION. O
• 1 - 'Mn AEREP EE Q/L SIMILAR TO STANDARD
LAIE WM7M & f..AKY .7P2MG . ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAM. i.
f MI CF MIBMAEEA kmF wx NrNF yµNgE SILT FENCE SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
RM SW RrvaF ,. S I „ 7EIiPOttARY GRASSING OET/1IL 5. IF APPLICABLE CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
r W SEEDING MIXTURE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED To ALLOW PROPER
EIONANIffiOII RIOR4T (EJ) OONIRACR011 AIODTf[C.d) aE $ NATIE ns/eM.) APPLICABLE, INSTALL DROP IINNLETTS WITH I DESIGN NLET APROTTEECTIONN�TOTION ACCT ASS SILT TRAPS
GgrrADrMrIerMBr NO7OCF A p HQULVE�RTEKISL RT'AHMxM°S'I.$)p.do2B (Kobe la 120 EDURING NTERINGWH5IWRM DRAIN PREtMOVE ACWIWIAIED SILT AS NEEDED TO PREVENT SILT FROM T 1
D P"rant OW Cowt@M Plain, A V LATER OF TOPSOIL SHALL DE APPLIED TO ALL NEW AREAS TO BE GRASSED. `/
UNDISTURBED BED ,� ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
STDEWALK JOINT DETAILS N-�' Korean la MaNMdlm) 50
SOON AS POSSIBLE BUT E LITER MAN JO DAYS AFTER DISTURBANCE.
MO BOTTOM CHANNEL BOTTOM p� Gy Omit WNW T41�odFm ohm dw§V 1 of LAIPa.mr A~1A■@L w MIMd �//•V)MNWME SECTION gYER- VARIES K baymw ksw, MAIAINAI EOPED ROSION CCONTROL MEASURES UNTIL 1PR"CT IS COMPLETE. `• - -:
W SEEDING DATES: O MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS W
s r4IK > M@Vnlir- Meow 2500 111 rd la Wr+B PLAN PROVE TEMPORARYEMOVE ALL BE LE55 EFFECTEROSION
CONTROL. E-�I
AIdY - 1B- fi Fd 1-MOO/ t. A L PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRI PROJECT COMPLETION. E" 4
TEMPORARY SEDIMENT TRAP TABLE 6•r aYNPLI Plat-Oo@. hANW./6
ND. REQ D ROVID L W D FOOD PSI croNC *' ANONLWCE ION U 7M CE O
EpM�i DW`P'WVF+y?' S"�d� ' NWR WAY 2. 5/48 1 3 FOOTING b SOIL AMENDMENTS WgsriNCnaN ENTRANCE MUST BE MAINTAINED To PREVENT MUG OR SEDIMENT FROM LEAVING (w' -
PLAN SITE PERIODIC RIP DRESSING WITH TWO INCH STONE MAY BE REWIRED.
AAM nmrlR KJ7� W SEE RAN 9EET FOR LOCATION F@Rar n@aNnNnCPBMIP of @d Lob m molt/200E aloon ground opbd ALL EROSION
TION FOLLOWING SEDIMENT
EVERY ON�-��DTIUCL ILO RN E cNEONNEDBUT IUD STABILITY
N
ALLt'" \OSINIMY "''tr" STONE SECTION A-A k GDP PRECAST P fasoe ROAD N.@I RnFFtNw.d 7ND a/oWo lo-to-1 -IRA_WNr ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
1 � Ar�81 M NOIMSED'� ,2' TYPICAL INTERFERENCE MANHOLE MULCH PRACTICES AS DESIGNED. _ THE _ _
1. &EBMA%QNMAY�BE CONSTRUCTED FIRST. NTS 3. SEDIMENT BASINS APPLY OOD M/AQE s,RAL ANOIOR 511411E sr TAODD WITH ASPIIAT, BELOW THE TOP OFF E RISER. /5BE E7 GRAVEL WILL BE CLEANED OF OR SEDIMENT
TRREACHES.WEN 2.0 FEET A
"�- dwN AERMN 590DM p EIOA,T Summ" VATER VANE BED!
' 2 WIIL SPILLWAY
OEPIHH HALL IS ONE FOOT.
OF SPILLWAY Nw A A tlN MABFE SIT NEARLY STRAIGHT Gx SEDIMENT POOL NO LONGER DRAINS PROPERLY. L�
WEFT a fIIVER MIAItK®CAL SEDIMENT WILL SE REMOVED .FROM THE
BEHIND THE SEDIMENT FENCE WHEN IT BECOMES RY 'P/'i-
ppB a STONE DEPTH SHALL 8E ONE FTMT. y/4T y. ew-mu A O9rra TO FEET DEEP AT AR FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY �\
�F�195� AM�¢ES LIOR J MAINTENANCE 1'O MAINTAIN A BARRIER. ( ] O
YAdj:L'� M�..N . ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY. AND MULCHED ACCORDING `/
fY Ran O s. 'K pCFL��I N Aw FOR A MMnAM OF .. . '° Ru PN@np S MA
W@Iem N� �•~••"� TTO ENSE SPECIVEGETFICATIONS
VE IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
R.
dAWr 1/Y' A
xWVr SFIyORZ�QgEDApXEETDN7AS�T(MM EACIL 8 M%nH6} 1" MTACK w/ APE PVC OR CAP N
gdd II4SVtd"tWAL 2 pE 7. AS ID AB•TAnoIITRAP wnt BE DONE IN StlaN A wr 6a NOTE B) -
�vr Rom ��
> - PERMANNEENIT�GRAASMSIINNG DETAIL D4 Z
Pvc 01 CP SEVER NAM
_ TEMPORARY SEDIMENT TRAP DETAIL MUG 3Ma.E TEST SEEDING MIXTURE �
ftm TEMPORARY SUMMER GRASSING DETAI RATE �/awal
6' A NTS �I IAVWF _1. TINE 5 3/4' Hot o"� am�lA D51OO.E S®ING MIXTURE m '1
PRE.•-CASE gONG COMMON WIDENED, 10
_ a /N `` MLR'
.IA-�OUAREFLOW WNIE FARM LCAESEVER
WS c TCTAP v713 BE PERFORME BY D
CITY
MUM MILLET 40�3. aAff..Y1LoB[L MARMR LOLrf10 w F•.
ES
IA-1 aA RIM FORM; - CONIIWTOL DINOM�AT A RATE OF 90 LB/AOE _ tAlt I1�AE WO F+i
B` TOTALLED M NEW MAW LAID BY THE M 71E PIEDMONT AND UOtNfTABtL A 94@l-SBIIRD INDMNRA46 MAY BE
30M PSI OONC. . t • b • '`',, b a THESE ITEMS DWL RE INSTALLED WHEN SEEDING NOTES r '
r f NO HOUSE CONNECTION IS YAK AT CU I.1R6E A TEAT APPEARANCE is DFSCID MNEi SC06A N'•�1
c PPEE quoSEEDING NOTES •�E
R A L i EWAW LS I fiUSEEBES i myYI-�>aN �L ACOWp1®MIE w S N4LAQE�TEM�6 ywoR�ff
STANDARD DRIVEWAY DET I RIND; , r-3• MIN. N-1 3/,1 MIN. Y Sr R AUt S f+r(.L/fgr-LE/F
SAAITARY S£I✓ER f,l7[/SE SE]PVICE aBAM1 PLAN-�•+f-"+�
A'f+' T2 OF I3 TOP A BOTTOM SEE BID. Y 838.45 FDA GENERAL NDIEB. CURB INLET DETAIL I I N I I I PRECAST MH RINGS SOIL AMENDMENTS NtI SE0111.EDING D15
ATES U
TWO PIPES 8' 1" T5 @ 8" TOP A BOTTOM 1 " NIS ILJI ILJI SECTION R2LON REOaBBOAl1al5 ff 1QI8 Ot MFLY uIApRE gpNp ApppUL 1 -JLT D
10" idol TUNLL LOB301E AND>m Ls ACWE lo-to�l0 F91a1�. SOIL AMENDMENTS
11910= a SPA. @ 9" 2' "G" 2" ( @�M AMo
l "z" RAfla 2N Y" 2" FILL FACE L �'^^��•�'�����T MR.V LINE Mm FFRII»Bt/ICOOImBN m SOB.TESTS.,aM APPLY 4/onF
2" = F �N�NW� A.MKw STORM DRAIN MANHOLE DETAIL FEWB �I I I I I I TOP OF FOOTING FILL FACE ��I�pD BpHMBpL
zi Ni @ e' "V"@ 1' 8` ]r M LPL IAWIIC SMALL RE IABoo MVL� iORD AOOOLIINE MOIOE Mm 000 k/nw 1P-10-m
WINO WALL "N @9" A�MR1'm K WNW FMR M BR�Rm RY K
APPLY AODO IBfAOE-_STRAW MIOION STRAW BY 7AOOm W[WI ABL 1Ei1pq m
1p • mmFCNT4HMAHL BH tpB y IM A AS A A iwCTLwOHF 100E A MRL RlM BIGOTS YT IEAALY SOAIEEF CAM IS
z2 " eH0ixN0T „2„ I "H' a ANION fM ArildER TNL n Aw BE s K .rj��•x6• TREAT�•LM TOP LZEV 18.0 HIBID AS A LBRa MnmIm1P m. MULCH
B" - T4 a 07 POF MILL M A oL W W M HOME wW S \2) TREATED '1 TL8• APRY 00O b/w.GRAIN WIRM CA ECUME NT COMES OF,wOWe1 a0TARE Z Nd
TWO I m @ WING WALL �_ m ti OINEmI WNW FARM ANAL WE/MMMm MAINTENANCE MINIM OR: - a A W ROSE 1!BI A�WIN NLADU SET�YR8BWWR GW �.N
ATp�y ' S" L '� TO WCOOM FED KM Hof IAO 1MMM IP SR SRML[ BEFENn m 6 aMWM IS NOT FULLY AOBNMIE P43M MO MIN IKABWDI AB A�IBROI MOIOON�mO. ~
9 p I I 1/a'HOIHG ~'
2 S+ I ' T4 Z3 iu T4 N R
5 SPA. @ 9" 2-x2, a"-"T" T5 @ s" e" TE11Pd2ARY SILT '��• 1.116• TREATED TttC SLATS 1®fawLY IOLOABD OIOMOKI a OTHER DAYAIEFy0
2-N3, 2-N4 8' 1rT�'•�1 L
9„ 2 97'N' 3 0" I a- MPW IGJ�N�K W "
Iz
2-41t PLAN SECTION - AA
SECTION - BB _ �•A ,y.'2 R ROM K F0110100 ONLY
O IT A WO L M A MEAT MSEAT IN OS w•
BILL OF WTEBIAI FOR EHUNALL (2) TREATED ` xSm OOCOM BODEIL MAY BE WA A DILY 010E A EN A MILE A NEAT APP6VtAlIK O
16'-2" TAG PIPES RE BILL
STEEL 2 PIPES OmF NSA A10 M AS Imo. ��''
BAfl SIZE LENGTH N0. E9Wf TEMPORARY FALL GRASSING DETAI Z ,� o C
2-VI @ 1'-4"n -2-02 OR G3 B1 N4 5'-6. 8 29
SEEDING MIXTURE �M � t[�
S7R. FACE ' B2 »4 q'-e" 4 12 TTOY .$ 0-
f J 2-NI @ B" FILL FACE RATE iRA/aM�R1 0 I 1
83 M4 8' 0" 4 16 JLFIeEPR@L FIWLL�WNJjNTLNW
/ 1-VI STIR. FACE Gl M7 8'-2"
G1 »7 ,5'.10" 2 65 �" (4"') t20 PERMANENT GRASSING DETAIL co m z
z
G 2-82 63 N7 23'-6" - - �IIyy
rA co W
ti HI 04 s-B^ ,0 37 SEEDING NOTES �/�� w 04 z
Ol y I •ra' 3"10 DRAINS _ � 0 O ,0 w
P m H2 »4 3'-6" 4 e 1 V'
m .. . .- .. - OOUNTAI RAN UQ PIEDMONT- AI10./0-0EC JD RATE E6/Bdn) •M`A
/fI MOUNTAINS- AU0.16-OM 18 SEEDING MIXTURE ,•�t 1
a al I/ I I I I _ 64' VE
FLOW LINE N7 M4 7'-11" 8 42 50AB TREAT POSTS. TALL MAIN OF ISO at � {M0 rl
_ N2 Y4 6'-7" 4 IS 8•x18•FOO CONCRETE 8' 0/C
�'- .SELL I .g,. N3 M4 5' 8" 4 15 FOOTING (l1P) SOIL AMENDMENTS Ryi(� VAIN 20 �300 hO � !A a
5 SPA. @9" FILL N4 »4 4'-e" 4 13 2'XB' CAP M W TOIL 1E31S OR APPLY 2,000 lB/AgE OPOINm AwICUL711RAL
COAST. JI. I 2-B3 z-B1 2 SPA. @ V-9" SIR. FACE 2-Nl, 2-N3, 2-xa Tt M4 „'-10" - - LDlEIOIE AND/,GOD KB/AGIE 10-1D-00 EERTaIT3NR.. SEEDING DATES r ,
fO m 4-r1 @ 8" FILL FACE FACE 2-M1, 1-H2 Y4 19'-8" 8 78
Tz 48'RCP NANI/NR-APRIL 11� F"+ r" O
3 SPA. @ V-2" FILL H2 T3 N4 27'-2' - - MULCH AUBINF-06EIDkW
FACE 3-M7, 1-H2 2 SPA. @ 1'-8" T4 NI 5'-3" 8 21 l ' i 2•x6• 0�. ~ .0 cog
Q co N
ELEVATION V2' FILL FACE -1 i APPLY 4ABD LB/ACME NRIAIE NOW STRAW BY TAOON TSAR ASRIALT. •�u ���� IrmmFI � ~
xz 1-Y2, W-V3, 1-va T5 »+ z'-e" ss tO7 '♦b . 1 gp MULCHAS A NMpYRANIORIq K1M BLADES 4T ND1RY TiOASOR CAN APLr LINE NO R11181ff11 AOOOIWBq m 5OL 1E91S,at AIRY 5000-4000 R ` a
V1 N4 5'-9" 4 15 _1 ii Q i i z i Z1 3' S" I N4 V2 Y4 4-10" 2 e r- I 1"X6' MORIBUND MOLiOLRW AApp�R,AWAL LBE�IE 11E ICI PAR ON SNCT BOdB NO
3N2• ' ' I I V9 N1 3'-11" 2 5 1,OOD k/@WW 10'N-m fCtA�l.
�'D 1' �L�l 22 3'•0" Hi V4 Y4 3'-1" 2 4 .�l�L�L ' I I 2-4• MAINTENANCE MUL['iH
23� 2'-7 I I Z7 Y4 3'-11" 8 18 I '
HK. Z2 Y4 3'-e" 0 @ �B 1TIP $TAB (REMOVAMTLEI R+�Wld IWNfI�@ p��pOp @w@@ eNMwdleMNr, TOM MB1 WO BI/@v@
N N 23 M4 9'-1" 4 @ W//4 17' G EA WA /8�8Nn�f N Y nF@P@Or L 4al�ld Lllppmr @@wI b@yald APPLY 4AOD R o..alw smAW OR EOWMNOIT CawAftOWIt OF Nm116t EOTAME ammiT
JI �T T4 2„ ANM 1L W0 M/p@@Ow Nd@ FPMIOwOL oW OO@FEPI AdN) INS W SRW BY MACH ING I DO KBI M WITH
KIM MI MEMLY at BY CAN
Nz�i 2'-11" 1'-1� ' 1 I I m K@faMl b Lb F@eOwr a oPM YRaA BE n!AS A WASH N TOM 00c RAGES 9ET TEARY NSWOIT
WING ELEVATION I r *I * r 7
"H" BARS "N" BARS "Z" BARS AFINF. STEEL L83. 525 ♦y
"H" "N' A "Z' BAR DIMENSIONS • �aN »»ER��
ARE OUT TO OR. CON./A.C. CU. WIS 6.9 SSEEEE MAINTENANCE
-_.._-. A I WITH AIL FROLUE ACCOCON m BULL h415 at AMY 40 b/Bwe MEMBER IN AAMMRY
I P• • A CR MICAMY, 00 k M SFPIB�L AND 40 k BI NOVCEBt FM A 12.4.E VI M 11111 A
SECTION "ItIt 6 N-441 aR sDDAR ww RRIW mIL AVOID F> m mK ARdOKV�TDO n,omm ,
REINFORCED CONCRETE ENDWALL 7 _ 2b36MORS N
I � EXIST 20' WIDE � � � � I to WEIR ` As TIED MaFA47 sMFO L09Ys m DSEME. b rFRTR$ . �
t No NwAEO MEAe>rEDutILr.MDB m 1 VIKA of ST0.�
60' �-Io QOINC HEADWALL E>aSf. ,` ' BAFFEL DETAIL ►- @ QED' 3• SEE SITE PLAN FOR 1NYH7tT
�0 7• 5' ��L •rI;.G C ZQt�(! _ SEAL
5. 7, 18' 18'
E, �� � ;Z; 17374
C.9 0.13' or 19 16' �L CONLSiETE: Fo-35o0pri O ie DAIS DMA TYPICAL GRASS SWALE VEGETATIVE SHELF TO BE
##z 4' CONCRET MIN. 21' LAPS N7 CALv. BAR GRATING - t' x t//pp'' FAti1ElN WITH
E SIDEWALK CROWN 1/4'I I ' cY Y O.C. Ex TYPE J CLIPS ATTACH TO 1-1/4• x 1-1 4 III 4' OALVMIIgD A y V �p NTS PLANTED WITH NATURAL ••....••,','�
2' ASPHALT 2• SAND CLAY �A EL 20'0 ANGLE FIRMING uaRTOR T3P s1RUCTtIRE 40(8 11ESF�1 .0 � YIiRE TOP OF BANK EMBANKMENT WEND VEGETATION '�i�1jACSi/�EK('�. TK;� �
v W PROPOSED FINK TOP O BANK 11 EL 22.0 -
1 GRADE µ Iowa x 2-r
kJ TYPE 'A' CURB 4 MARL BASE �I2' O.C. EVIL 0 12. O.G 2' 0.G P 19.7
(TIP. U.N.O.) 1AOIm � O¢ST. GRADE CITY FLOOD POOL EL 18.7
r AS NEEDED MOTET BOTH SIDES SYMMETRICAL ORIL_5 rx 5L CCPEC HEADWALL 36•Rbp A 180 STATE FLOOD POOL EL 18.0 DATE 12-19-00
COLLECTOR A ( B Y ", NORMAL POOL NORMAL POOL EL 14.0 DESIGN PGT
rip.ALL I MSTB48'CAB� IN I N POOL 14.0 EL 14.0 1L- EI.-. 13-0 DRAWN MVL
NOTES: EE�� 11�-�- Y OC YI. ,1 - ( � �1 6
COLLECTOR 'A' INV. 11 . 1L - LJ
I . SERVES MORE THAN 50 UNITS. 3 TEMPORARY 1 FOREBAY 3 MAIN POOL
2. USED WHEN COLLECTOR PROVIDES DIRECT ACCESS TO SINGLE FAMILY LOTS ��4�2' o'CO G GRAVEL BOTTOM EL 11 0 C 3
(TV. Uxa°j� �8o��A8o �•L a',n=� FILE 3 1
OR WHEN ON-STREET PARKING IS OTHERWISE NECESSARY. 2• WAD 3 BOTTOM
3. CENTERLINE AND PARKING LANE STRIPED. . SEC ON STONE SECTION A A TTOY 8.S EL 6.5
4. FOR CATCH BASIN LAY-OUT SEE 'LOCAL 'A' E 'B' CUL-DE-SAC' DETAILS.
CONCRETE JUNCTION Box TO DETENTION POND OUTLET STRUCTURE DETENTION POND & FOREBAY SECTION SHEET 3 OF 3
COLLECTOR ' A ' STREET SECTION AFFM2 NIS NTS 00046
i - - _ - - - - -- - --
�L

4st ° cs � D REVISIONS
No
{I Dale Description By
s
_Certification Requirements II
Jw�q'!' PJ `-ollowing certifications shall appear on all plans: i{ a
$ ~ `-1
(1) Designer's Certification IR/w I
NON- 7 3
'1 glca' -•! "I hereby certify that this plan has been prepared in B NO
accordance with the latest Wilmington Standards and GRA F,rtA LDRI
IVVv3 Specifications for Stormwater Management and Chapter 20 o[ D/W I OR
vy ,�yN '^a the Code of O finances of the City
Locotlon Printed NiP
DOHSON AV of Wilmington." B
3QQ1
51
/� II
! 9 Project / \ � iSlnaturN an tle: hil i Tripp,Tri p, P.E. 6 2 7 5
"9Q Date: C_j.m-a0 D Registration Number: 17374 _
Q 6
F Qq p• 12? Owner's/Developer's Certification ip 4 SHIPYARD BLVD q
OAK
/ / \ �/ "I%We hereby certify that any clearing, grading, construct Lon S2 IP
Existing One / / or development, or all of these, will be done pursuant to
/ -k Building / / this plan and that the applicable Stormwater Management .-�4-r6. NO
Story Bril. g QVREAL conditions and requirements of the City of Wilmington, the GRA D }
VICINITY 1 / State of North Carolina and the Federal Government and its D�W / 4
/ /r / / agencies are hereby made part of this plan."
{ C44
i NTS -3 at_ire: OR i -.
\ DETENTION POND DIMENSIONS re ame and Titl teve Niemeyer, managing member LL
y 1 - 40 a r . _ u a
i o < SEE SHEET C1A 4 q
FOR TURN LANE 59
� G !Z~-1
Existing A QQ%
ron Pipe - __ _. -_ ._ __ __. __. ._ Ps
I / SDMH NO. 2 SSMH\NO: 18 L (1) 8" 90- BEND c
/ 0&I RIM 23.2 42 49
v t"I REPLACE EXIST. D.I. gz3 D (�
INV. 15.5 \ 1 2s WITH MANHOLE RING x :.
SSMH N0. 1C AND COVER. ADUST �,-!
CITY OF WILMINGTON !-a
DETENTION POND \ CONCRETE DRIVEWAY •,�
C.I. N0. 15 TOP OF BAt�C 22.0 HC MP � f° " h •o TOP TO FINISH GRADE DRIP O E-4
RiM 20.94 FLOOD POOL 18.. r `P (1) FIRE HYDRANT G E a
NORMAL POOL\ 14.0 L e3 z3.54 ASSEMBLY NCDOT D.I. NO. 1 G t NO O Z
reputed owner INV. 16.0 BOTTOM 5 , s TOP
Mariner Health, LLC *� R° RIM 4 3. °
5' CONCRETE .SIDEWALK zz7s ° fi { ' HC RAMP INV. 43.05 (� N
'PI ° T3.69 IST. C .
DOUBLE, SOLID YELLOW THERMOPLASTIC STRIPING - 'r' s �75) s.' GRATE 39 z E"!
V. 42. s
24"F.E.S. INV. 15.0 EXISTING DRIVE ZRCP 1•�
COORDINATE WITH CITY OF WILMINGTON TRAFFIC New I oe w/10'x15'xl8" E.D. TO BE CLOSED I 41 z
j Pipe f ° z2.02 / PROVIDE NEW CUT %IST. D.I. -DI !�
PERSONNEL PRIOR TO INSTALLATION p '� s .
r� "PINE L 45' TREATED BAFFLES AS SHOWN I INV. 40.6
2ae PI (TYP. 4 PLACES) O A
C.I. NO. 16 / "&T TOP 18.0 C.I. NO. 5 2 Qom! U
RIM 20.94 2/s N� PINE cr, (SEE DETAIL) \ I. N0. 6 RIM 35.0 W
INV. 17.60 / 4 Q "PIN a �`p reputed owner RIM 34.0 INV. 28.2 CS
P N 22.18 Pinnacle Care Corporation of NC \ INV. 28.0 C.'. NO. 4 VACANT s c ND E ' r ,
SSMH NO. 1A / rn c134
s C.I. NO. 14
I 36' CITY OF WILMINGTON N / ° y w
/ RIM 22.0 D.B. 1355, Pg. 1486 1 RIM 42.5 OAK
.�' R A. INV. 17.5 35.69 / -- - --7C - - - '_ z A W
COLLECTOR "A" STREET / o PI 7 N \ INV. 39.0 oAK
I / y SDMH NO. 1 (',$ tlGE�o�_ , �- _ 1 .I.NO. 3 43.D * t R Qi
/ 6.F 2 TIE IN TO EXIST. 24"RCP VACANT C.I. NO. 7 tt \ \ °y 0 RIM 42.5 s R o 4 s n _
ONp . . 1 "P INE s Q RIM 29.5 \
�� C.I. NO. 8 \\ TIE IN TO EXIST./ 8 W h INV. 39.5 Z W
INV. 16.4t �MA HOLES INTERFERENCE RIM 29.5 INV. 26.5 j \ (1) 22. kID \ 1 8Jx8" TAPP iG SLEEVE �PLE M
NE t �c
( 5 rep ted owner xi
o \ V ` ' ( ) ? myan do Ruth Doniluk L0 Q'I
RIM 22.5 INV. 25.0 I 1 8 i TAPPING VALVE
1. .) D.B. 1 85 P 0168 (t) FIRE HYDRANT
24"RCP g _-.-- -. �
/' o G RGP, /j S TURF C.I. NO. 13 48 INV. 15.8 k w A
' 1 TIE IN TO EXIST' " WATER C.I. N0. 2 f
36 1 r 3z.o � � ASSEMBLY z
C.I. N0. 18 e/ E� / °po RIM 22.0 " INV. 17.65 r` o ' '- r RIM 43.5 a
RIM 19.5 \� OP .•�v. .(yam / Q� \ m. Z s C.I. N0. 9 / I ( - -? / " INV. 40 1 s14 .+ c�S r 8 CONC.s, INV. 77.8 I cs I I X C5 Z
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INV. 17.0 ' �j Q / • ,\ \ , � ro� RIM 22.0 ti f i ` �.=-`= 'TOE / 41 - 13� f .,.-. - HC RAMP D w J a s T cs, 04
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i CONSTRUCTION / � �j/ yDLB ! L2 / R P / aR EA MEN ?�s I I I w !--! E !,
P / ENTRANCE / / IN o TN• o I w z !�
\ / C I NO 17 ,� / y !,� jay/j ,a \EP NV. 15 40 R I. 7 PINE _ j _ x> a
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\ \ �\ U�NCTION BOX // ^^DROP INLET SPILLWAY 1 6 , r a� o °��Y N0. ° o ��' 3 0 o W
/ 1 \ �[• /� -/ s V. 21.0 s 5 /,, PI \ � t REfAININ ALL FD 66'x14 �0 O
{ \ MATCH EXISTING \ / MANHO \ N_ % o
a 2x v F \ 1 A i 24 44. � �
ASPHALT GRADE 18.8E / / / j �' " k / RIM 24,0 as \y �( 4 NE T W 40.0 STORL OFFICES INV 41.0 .. c'
E s \ / �i / TN O F ti A&I 480 SF n a co
$, I o• #'- HC RAM s
V. 1 6 S$ SERVIC 43. N d
I CLEAN\ \ ssMN / / / 8 NN 1 .35\ p �// �� (1) FIRE HYDRANT 2 II I� z
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\ / / L i.,. ASSEMBLY 5 o g' 9 �� 0 0 F--!
3 £ \ wv._n.67 \ \ / eaol 6i• a� ° INTERFERENCE�Y 9 d. f' o g' 8' S 15 ; .' 4 . i (500) (6 x5) / s° , .+ P 5 In c� H�
O oa / \fie a`' MANHOLE 3' E 250 o PIN n. { ry• \ - - - E ,-
..-.SSMH N0. 1D .:. <: I 1.,. I C.I.
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\ \�j / % /� ` 1i G \. " \ W i �• / RIM 23.0 15 j; \ N00'4i.5+ r,
ter r ry j 2 1 \ 2A�5.40 8' OPAQUEI FENCE 4 P A�II o �y C�
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1 \ / INV. 18.2 1 i Gs CS I III !LI
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4 29.\ x K epd ow er / ow E\fSIST. EXIST. DRIVE II a + i l !fJ
7 s RII� 39.Q 38.00' , a .os DWEZST TO B CLOSE _
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2 2- 1AEER WITH ) R TO x SF tt 1 NIP M • 43.sz
PINE �' 2p BACKFLOW PREVENTION �� j,2g0 3 0 d.B 432 Pg.'i 0331 1 soo I c
$, ���.((( / s -•✓ / f \ DFENCE X 3 • 38.34 1 - w
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1 r I r ° 38 57 9.77 { 4 78 • 4.84 i"� Q O Z
RIM 23.5 a t /� PINE I 1 1 DIRT DRIVE- - yr 7 a N a' r! a 2.2I / A,�/ f 38.97
M. .� J � Q3 1 j 44. Q� a
ELI INV. 1$.5 " TW-5"CEDAR ! GS a 370 D
(6 " VI SW. �,/ �,. .. 4��IN E EIP _1-^ as-enlF x •i-""' X N� a . 7# 5.z0 ^ 'o
e 6/!� F / e- ' �2s MIN. SER CE ,3-� k is I 1 fix. Le_ .�,w culD� T,�PP & c®E Bc W N o
1.32; / _` 0OLI 1� " ' ( 'j ) e`29.04 =PINE I i �s + 0 c4i
NfjNC LIN 2&. O �V / o / �/� cs,. \ �`` I I l..V� o
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% l Z�� C.I. NO. 12 ryy y t( 5t lrt9 A� 6 \ \ \ I I �"�
EN ENCE \� �9 t. 0 0 A ti 1
a SF G RIM 23.5 2AS 175 ?ss \2 "ws.+7
2I.7 O�y1V Z5• INV. 19.1 2
S ✓\7 \\ \� \ \/ \ ` s \ 75 \ `:,,, ? I I+1
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NOV 14 2000
n � 2 j� �� �,
\\ \ �• �4 O I P\zE 7.95
6� 1+ �„ Cis ` 3"STUUFE CELINE }}j l
\ i / / W VACANT 3"SNB 11WQ
~ SITE DATA , DEVELOPER/PROPERTY OWNERRoa# h
FENCELwEt TOTAL AREA 5.29 ACRES HORIZON PARK, LLC (� �- ESS/ ''•.f
0 2s.as f ZONING o8d/CS 1 1650 MILITARY CUTOFF ROAD, SUITE 200 P
'
AREA ZONED 0&1 2.86 ACRES I = i S E A L
SCE�AR �s 1/ / >Q AREA ZONED CS 2.86 ACRES
" ' WILMINGTON NC 28403 - ;a
25.2p ° z5.41 \ P
cs cs ," y. `�` BUILDING AREA 58,860 SF � M y•:• 17374
s.zs . 2�_ 6.23 BUILDING AREA (IMPERVIOUS) 49,620 SF 1 ( '•, <
\ \\ 23.9a , s.ot z-IO"srC. NAT FENCELINE PARKING SPACES REQUIRED 147-235 0
NOTES: L N / f cs ill \ Chain-Linked PARKING SPACES PROVIDED 212 _ - - - /' G
\ \\ 1. PERMITTED USES ONLY FOR CS ZONING, AS SPECIFIED / E'er /�r1�E \ 1 �` 1 _ _ - - -- -' -" / REGO `
P x Fence TOTAL ASPHALT AREA 76,063 SF C „III,+tt
\ IN CITY OF WILMINGTON ZONING ORDINANCE. \ PCG" / FE c'_-LINE ASPHALT AREA ZONE 0&I 25,897 SF LEGEND b
\ 2. ALL DUMPSTER AREAS SHALL BE SCREENED AS PER reputed owner ASPHALT AREA ZONE CS 50,166 SF - -- - -3? -- - - EXISTING CONTOUR
1 CITY OF WILMINGTON SPECIFICATIONS. . 2A s / I * III Limited Partnership CONCRETE AREA 7,587 SF ° 29.63 DATE 11-10-00
3. ALL CONSTRUCTION WILL COMPLY 'MITH THE REQUIREMENTS Lo p Ec EXISTING SPOT ELEVATION
WITH THE CITY OF WILMINGTON TECHNICAL STANDARDS \ L x D.B. 2089, Pg. 0440 LANDSCAPING AREA REQUIRED: 7,121 SF o � DESIGN PGT
1 \ 25,897 SF x 12% = 3108 SF f� ' PROPOSED SPOT ELEVATION a
4. PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL DRAWN MVL
I AND SPECIFICATIONS MANUAL. ; p / �547 50,166 SF x 8% = 4013 SF
! Q / F DROP INLET w/INLET PROTECTION
\ +\� (� �, � FENCE-COR LANDSCAPING AREA PROVIDED: 9,525 SF
CONSTRUCTION, CONTRACTOR0. IF WATER IS SHALL PROVIDE AEEDED FORRPZ BACKFLOW \ ° 28.24vol 1/ ; /\ SITE PLAN STORMWATER RUNOFF DIRECTION
SSS \ 1 E + ��.�i� CONCRETE AREA C
1
k PREVENTION DEVICE BEHIND THE METER. / 1
5. WATER EXTENSION IS PUBLIC. \ °off 1" = 40'
6. ALL POWER TO BE UNDERGROUND. Ni / (175) LANDSCAPING w/AREA
a1 + a: 5€
7. ALL REGULATED TREES SHOWN IN AREAS PROPOSED TO REMAIN �,�( �� , LIMITS OF DISTURBANCE
PERVIOUS SHALL BE SAVED TO THE MAXIMUM EXTENT. \ \ / �O / _� 1 PINF TREES TO BE REMOVED NOV14 2 SHEET 1 OF 3
\ / \ 40' 20' 0, 4y tsa TSF x TEMPORARY SILT FENCE 00046
c.
. a