SW8060740_Approved Plans_20231031

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E 199,91 N-E,
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/ \353-0FIR-CP5-1JE:1-°:C iiit47)(' -4:,' .. \ ,,, `140°. -.7• ,
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WACHOVIA BANK ‘-'/, ' OUT-PARCEL A '-`-4.- — - — \ NEW HANOVER COUNTY, NORTH CAROLINA
AND TRUST CO. , ,,, — — --- — —, ,,, L.11 N 254136" F„. 140.70 1, MARTIN R. STOUGHTON, PLS L-3727, ,
o'. c)s ,. IRS ---"\ \ i) 't1,,
DB, 1505, PG, 0946 0 L12 N 10'2438" E: 125,35 CERTIFY 'THAT THIS PLAT WAS DRAWN UNDER MY
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'..4\ (5 \ < L.13 N 608'19" W 24.19 SUPERVISION FROM AN ACTUAL SURVEY MADE
(4... ...j.4 Nt. UNDER MY SUPERVISION FROM INFORMATION
IRS
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Ll 4 rci, 10.43',7° E 54,20
HOME DEPOT USA , INC. ,,,, L15 N op §3, vki 59.86
\„. ,- SHOWN IN DEED BOOKS AND (OR) MAPS
\ D.B. 5106 PG. 1294 \cfs\ cp E — REFERENCED ON THIS PLAT; THAT LINES NOT
IF .c3EY' \ TCN NP \ \ V"P '
<6 I-16. N ,',0'59,2 30.17
' -. ,..„)., 10.2 ACRES * 'cs, ACTUALLY SURAYED APPEAR AS BROKEN LINES
L17 7417' :" : 136.92
TO' ,: ' -.0- AND WERE PLOTTED FROM INFORMATION AS NOTED
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.—..-- \ 1„.1 8 .,'2 N_Q" ,, 61.84 ON THE PLAT; THAT THE RATIO OF PRECISION AS
\ ,,e4tE.'1'c L " ,- , OUT-PARCEL 3 .cp."- . , ,
't, \ \ ' \ \ 0.): , L19 S 071 7';0” ,W' 25,15 CALCULATED BY LATITUDES AND DEPARTURES WAS
IRF\ c,E.E. \? p.482
1 ,!Is .'4\ L20 . E.", ' ':7" ' 85.06 GREATER THAN 110,000; THAT THE AREA IS
COMPUTED BY COORDINATE METHOD; THAT THIS PLAT WAS
10' UTILITY RUSHER E ALAN \
23
NELLIE C. BEN DER,,,,2,0 \ \ ,..., 4 v,,
EASEMENT '1 .'0 , _ 440 PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED,
40 C440
\ -.. LIFE ESTATE \ t.„22 s /p,10' ;" Yv 16.36 ;9 ,00.* i."......, WITNESS MY ORtGINA,L. SIGNIATUR ,„REGISTRATION
\ A414
RESTAURANT ----- 1PF„ ,\ , \s. ‘,„ \ \, ,, \ -,,. D.. 9912, PG, 3193 L23 S 64'31'06°' , 86,32 it , -iP1444414ii<S4p NUM , A SEAL THIS THE.....E __DAY OF----------
. IRE DB. 2700, PG, 0294 - ) i i69) c„) ...k \ ,, , Z '' '1,.
\.,-, .,- ,E- ; . L24 N 0,9°.55' 5" E' 74,40 eli, I A,D., .
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CHISELED 'X" i : SEAL, 1
— L25L26 NS :Q9:4°'61''50*1:"...' IWW ()46673
\ GTE MOBILNET, l
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--- -._ 'a gI 1. .,,. 1.-3727 i g .///27
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; , . feiCt"?` • # M-ARTIN R. STOL/G L.-3727
r„, r ,.......'" ",„„ ,,ORNERN-,,, &fa 34 PC 37 l,213 S i 418X. w' 532.7p SA/...44U , % PROFESSIONAL. L 0 SURVEYOR
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---- ..- „..),. , --' \ ;\ \,, THIS SURVEY CREATES A SUBDIVISION OF LAND
D . 2323, PG. 0789 ..-E.- '-- 16 ''..- '' s ,..,--"' '5(
WITHIN THE AREA OF A OUNITY OR MUNICIPALITY
20' SEWER EASEMENT , 0304 s-'''' Cd) ,, ,...s ,t2§-,'S() ,...-----. ..,..-'3). , THAT HAS AN ORDINAN THAT REGULATES PARCELS
...-EE ,, .....E...\c, ' 1,0 S 1 i " 1 OF LAND,
. 2302, PG, 127 ‘ s.5 s'''' Z.*\ c,i,: \ \
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OERTIFIC/,),,TE OF OWNERSHIP AND DEDICATION,.
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---- . iRS ..,-, " - C2 43'10'27: 268:95 203.44 N Op'38'17" vy l'8fLe6
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C3 Oly:37" 240.97_ , 2753 N 1.5:9q'Q97,C ,27.52, I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY
SHOWN AND DESCRIBED HEREON,OTI,PAfr{pi ael tjEBRA PUBLIC
i EASEMENTS
HstostEA T I HEREBY ADOPT i
\ \ \
EASEMENT <4>\ \r'''.- \ \):4%S\ '')4\
THIS PLAN OF SUBDIVISION WITH MY FREE PLCNR0cFOTIuNvsRAASTIIT'ATEEENR0,TEE::AINEDAS
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\,, DEDICATE ALLOTSHATREDRSEEARATNSED,sAuHAsi.TAEI ALLEYS, WALKS, PARKS, CONSERVATION
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THE SUBDIVISION JURISDICTION OF NEW HANO
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--„, MYRTLE GROVE 1
AND B-ETTY \ JAMES T. SR. AND c",-.L \ - \ \ \ 0' , ,..„„
T..., , ',,....„ )1 vER COUNTYITHIN
TURLINGTON ' BETTY TURLINGTON '''' \
----
1‘ V \ -,xk\,,,to \ --,„, -, \t... \ PRESBYTERIAN CHURCH ,r,i,- CITY LE ..' * EIriRl'E RSHI* DA ,
Q.B. 9992, PG. E756 \ DB, 9992, PG, E758 \-1.-PF\ N'..----E. DB. 2736, PG, 0527
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" ,r,' t),It ''' ' I. ',A,, INC.
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\ I, DATE
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Thomas K. Anderson
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\ 1 ,...-. Corporate Counsel
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„ \--- -- LUCILLE B. PINER 0, \ \ \ \ \ .\ ,
DB. 2531, PG. 0443 .----- ao., \\ C\ \,...,-N I
' -.S• \ „....- P' \ ‘6' t,,, \ STATE Of NIORTH CAROLINA
— \ \ i *!4..
\ k ,,, COUNTY OF ..1:;11i..Nd „k4b,A.C4v.ci.a.
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, l'›N ,' AND CATHERINE ,70
TRACT D L.,_ ' • . ....„,.... COUNTY-, CERTIFY TO THE BEST OF MY
, C) LEDBETTER 't, \ \ 5 1 0,4" ) ;
to,\;•-..- 13 'I
\ 25.555 ACRES
\' tA KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
DB. 2109, PG, 0771,. E`--- \ rn 1 in ' Ir,--4 THIS CERTIFICATION IS AFFIXED MEETS THE
„..- .------ 1 \ 1 STATUTORY REQUIREMENTS FOR RECORDING.
a PORT CITY LIMITED PARTNERSHIP \ r. \\\\ /P6 . /,,---- IRS 0 E'''/.\ rn ' '
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':\ ...-- U.B.D.5. 510e, PG, 1248 \ i 0
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IRS \ \ \ \
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WITH THIS RECORDATION NEW HANOVER COUNTY ACCEPTS ./.,.
(-E \ .0_ -9,A, ,,,,..-E C \ \ \ \,,,,- . ,,,,,--- / 3 '''n EA%,MLA)13
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THE DEDICATION FOR PUBLIC WATER AND/OR SEwER PURPOSES "t1
4- *- \ \ MICHAEL B. DAVIS - \
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41,1t6&077, 2:...—Itili.4 / ... I-
7 \ De. 4243, PG. 0543 \\\\\ on\
e oe '-' ,,,,,,,A, Pt I? I THIS PLAT SUPERCEDES THE PLAT RECORDED IN
, UNTY ENGIN R 11 --E
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, ,---'" , T,i,v, ....,____..----- ,I<S',"----- 0,00- •-•-"..WETLAND AREA I
WETLAND AREA "H"- MAP B00K51 PAGE 251 OF THE NEW HANOVER COUNTY
\ ,1-'.\\%TP'\ \ \ ,1-.1- 1 731, .;
.----
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REGISTER OF DEEDS. THIS PLAT CORRECTS INACCURATE
--...,--
--, - -
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t ACREAGES AND MODIFIES THE EASEMENTS AS SHOWN.
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--- (6. *
CERTIFICATE OF APPROVAL. \ \--- ,5,.. \ -4,-\
\-- .4;1\\\. C, 4,9' '10,04 ACRES
--
NEW HANOVER COUNTY PLANNING DEPT. `32-,' ‘4:`t,
\ 1.?. \
CAMPBELL FOODS TOO LLC ''‘ , \ '\'1;\
_ 1 N,,-., ___ , ---51',.:-------------_cce,ss .p,,, ..,1°7 '1'‘)IPKS''' „.\.----°4\-1----------'---\\
NI N 1
OUT-PARCEL C \
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. x> \ -4 --• tirt\ ,c\i' 7----c*-----21:11114°--;v:,:5011'5' ,:-.---":49..- ::-.4.: ':-P.Ks.°....:---7---° ---a-
C/O FAMILY FOODS INC. _Nt' \\ 4'
LI\ . A\
_0 . ol C. C/ kr•.1.04, \ DB. 3928, PG. oi 44 ...- •co
‘1,P, .,...-----' C•4'
I--; i, NOTES:
DA -- PLANK& 01k CTOR — ----- \ WETLAND AREA "F" -- INO c', dt
--r---;---::::.-To 5) 6(''' 9cctip.' '‘R: ---s ----:--- ----- \ \ '(;":-)
0,4f - 1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
..---"'- \ OTHERWISE NOTED.
_,....... -- 164.0 0,..„---- 2) ALL DISTANCES ARE IN FEET UNLESS oTHERwisE NOTED.
, .--- 4.1 ,_----
---• \ ,----. -\'5'02 -E---...---- \ \ ....--------- \
\ N LEGEND
tc,4 3) IRON R. 7,I ARS HAVE z'',., EN SET AT MOST PROPERTY CORNERS.
R/W RIGHT OF WAY 4) THIS PROPERTY IS IN FLOOD ZONE X AS SHOWN ON FEMA
' CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY cgc WATER/SEWER AVAILABILITY \ ,,-E ....:>,,-, 69 .
'f''' PKS ' ' EASEMENT OESORI BCD ZN. \
...---' ....---- IPF IRON PIPE FOUND FLOOD INSURANCE RAT MAP, COMMUNITY PANEL
\----C-.;ULFSTREAM SHOPPING CENTER \.\ -..„..------ , ---- IN PLAT BOOK 35 PG 287 ------ 1 ,,,
IRF IRON REBAR FOUND NUMBER 372031 3400 4, DATED APRIL 3, 2006,
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTF: ...... BY HOBBS SURVE4NG \ \ \ L.M, AND DONNA ..,"`i!
-- soo(c\ , _
. ,----' IRS IRON REBAR SET 5) DEED REFERENCES AS NOTED.
DEPARTMENT APPROVAL FOR ON SITE SEWAGE DISPOSAL. SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES D.B, 2188, PG. 0482 -----" ---
, SUCH APPROVAL GUARANTEE THE AVAILABILITY OF WATER OfR SEWER SERVICES FROM NEW HANOVER COUNTY, \ -
ROACH z
.B. 4765, PG. 0004 .......-
DA, ' .I''' ----"'' CMF CONCRETE MONUMENT FOUND 6), SURVEYOR MAS MADE NO INVESTIGATION OR INDEPENDENT
SEARCH FOR gAsEmENTs OF RccORD, ENcumBRANcES,
____, J. W. ETAL HEGLAR PKS PK NAIL SET RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR
1 CERTIFICATE OF DISCLOSURE - NORTH CAROLINA COASTAL AREA MANAGEMENT ACT
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I ()EVE) \
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\ \ DB, 2561, PG. 0063 ESW EDGE OF' SIDEWALK
IBC TOP SACK CURB
LP LIGHT POLE
SSMH SANITARY SEWER MAN HOLE ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE.
7), UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVE-GROUND
SERVICES WERE msieLE.
a), SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT, SHALL PREPARE AND SIE.?N, AND THE BUYER OF THE sufeJEVT REAL ESTATE SI4ALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY .--.-- .-- ' 1 - JOSEPH FRANKLIN JR FREEMAN \ \ ......-- ,, \ SC SEWER CLEAN-OLIT
WV WATER VALVE ExAmINED OR' CONSIDERED AS A PART or THts suRvEY, No EcEi ; . ..
i:
AND ACCURATELY DISCLOSES THAT THE BUYER MAY HAVE RESPONSelgTY TO OBTAIN A DEVELOPMENT PERMIT (MINOR OR MAJOR) \----- .------ .._„.., ---- \ STATEMENT IS MADE CONCERNING THE EXISTANCE OF
AND THE AGENCY TO WHICH AN APPLICATION MUST BE FILED IN ORDER TO OBTAIN AND PERMIT PRIOR TO ANY UNDERTAKNG ,---.-"' :4' j=:4 DB. 4117, PG, 0693 \ \--- '-----\ ---- 1,4 lat.2.:A:57 , \I„i, 3::.413_,
GP GUARD POLE UNDERGROUND OR OARHEAD CONTAINERS OR FACILITIES
-E" \
OR ACTIVITY SUBJECT TO THE REOuiRENt1ENTS OF THE NORTH CAROLINA COASTAL AREA MANAGEMENT ACT. ,---- 1 CLARK STORES LLC __--- EM ELECTRIC METER THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS
TRACT.
WR WATER RACK
, .---- \
.
,
1114.1.4-7.1___------.-- _ - , , .64e44?___ De. 4276, PG. 0293 \ "NION.,...,,,,, \
A _.,- ....--- IF TRANSFORMER 9), PUBLIC WATER AND SEWER ON SITE, BY.
DATE : CIEY MIT4E-D --- v7(7' T8C TOP BACK CURS '10)- THE WETLANDS SHOWN ON THIS PLAT WERE DETERMINED TO _
SC'il : r 4N 100'
,------- -- N L.M, AND DONNA EOP EDGE OF PAVEMENT SE ISOLATED AND NON-JURISDICTIONAL BY THE U.S. ARMY
I 1), DC'rfl;IAEPwiNAGSEOF:FMtLEENENTSPRNEOSEviH"OWINt:EDACBWFpEoziTDAKAmo#ENSuA:toFRW:TE-4°°A7N ENGINEERING,- 8ALJ2T-OCCD INC.
eliwi j 63- ROACH FEE FINISH FLOOR ELEVATION
. , NC:GS "BRYAN" DR DEED BOOK
'OME 0 ' U.S.A., INC. N=141,369.25 \c,r., DB. 4765, PG. 0004 0 50 1 NO . ,Oo PG PAGE
E=2,334,390,81 _._ MB MAP 900K
\....‘
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS -
01 . .
DATE REVISION INITIAL Rg- W 6El) SUBDWISION PLAT .
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL, BE R,ESPONSIBLE FOR MAINTENANCE OF ANY STREETS, -ttE\\ce'''' * . , PROJECT # : 01228-0005
,
PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE p:ESIONATED FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR 5.-..\* : ,, OF PROJ. SVYR ' OS
TO CONTRACTING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES THE EXISTENCE
, AND LOCATION OF SUCH PRIVATE AREAS A:NO SPECIFIES THE, MAINTENANCE RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE 'f''V1r; E '' ' — 4 TR A C.',TS DRAWN BY : RMR „,
' COriviisEHPLEI.DEFTBILKE; : V9102-012280b 05
STATEMENT SHALL DISCLOSE THAT THE STREET(6) WILL NOT BE CONSTRUCTED TO MINIMUM STANDARDS SUFFICIENT TO AL THEIR \tr '
INCLUSION ON THE STATE HIGHWAY SYSTEM FOR MAINTENANCE, FOR
! ... -- . --N. :PORT crry LIMITED PARTNERSHIP
4---7 3904 Bus, Hwy. 17 East
Bolivia, North Carolina 28422 ,
OF
701 EAST BAY STREET
„10. r. isp+44 1,4,04 NCGS "ENNIS" - Phone: [phone], Fax: [phone]
1.5-Kft P-0.,-,- ITY LIMITED /I ,, RSHIP
,Ar N=136,262.39 6 ;,
_ ...... CHARLESTON, SC 29403
,
E=2,332,81 0,04 • DATE: APRIL 26, 2007 SCALE: 1" = 100'
• '
D ATE: ,' , otsAfie .A., ITZ " Internet Site: http: //www.mckimoreed.00n)
! DATE: FEDERAL PONT TWSP. NEW HANOVER COUNTY NORTH CAROLINA DWG, # • VB102-012280305 , ,
W.S06.16.,••••WWillat...11MIKWIL.31.0606.1.0 I ,_
©g oo po. &I'. cs)er„,,,,.0, Vkaa."A. 4,-Cat-pLAtiA ic Zo 01 o8Rj )41,4"PA"I; 51-41.--4/47341 9/02-2--
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VICINITY MAP
SCALE: 1" = 500'
NORTH
SYMBOLS LEGEND
/
y
EXISTING CONCRETE
f
TO BE REMOVED
EXISTING FULL DEPTH
ASPHALT TO BE REMOVED
EXISTING ASPHALT SURFACE
TO BE REMOVED
EXISTING UTILITY LINE
TO BE REMOVED
EXISTING STORM
STRUCTURE TO BE
REMOVED
EXISTING
SIGN/LIGHT/UTILITY POLE
TO BE REMOVED
EXISTING ELECTRIC
TRANSFORMER TO BE
REMOVED
EXISTING FENCE TO
BE REMOVED
�Q
TREE PROTECTION
FENCING
EXISTING TREE/SHRUBS
TO BE REMOVED
EXISTING BUILDING/STRUCTURE
TO BE REMOVED
DEMOLITION NOTES:
1. CONTRACTOR SHALL REFER TO SHEET C-1.0 GENERAL NOTES FOR DEMOLITION NOTES
2. ALL UTILITIES SHALL BE ABANDONED AND/OR DEMOLISHED AND CAPPED PROPERLY IN
ACCORDANCE WITH THE UTILITY OWNERS RULES AND REGULATIONS.
3. CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY OWNER/PROVIDER FOR
DEMOLITION.
EX. VEGETATION NOTES:
1. CONTRACTOR SHALL REMOVE SHRUBS AS NECESSARY ALONG THE BUILDINGS FOR
CONSTRUCTION AS LONG AS THE SAME QUANTITY AND SPECIES ARE REPLACED WHEN
CONSTRUCTION IS COMPLETE.
POLLUTION PREVENTION AND EROSION CONTROL COMPLIANCE STATEMENT:
PARAMOUNTE ENGINEERING, INC. (THE "CONSULTANT") CONFIRMS TO TARGET THAT
CONSULTANT HAS PREPARED THESE PLANS IN ACCORDANCE WITH THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) AND/OR, STATE AND LOCAL POLLUTION PREVENTION
AND EROSION CONTROL REQUIREMENTS.
FORE6AY
c1 I \
INV (NW): 19A5':l0
BOT: ,a.95'19
RW ELEV: 29.09'
—M U—M
U)
W Q
D o
W
DI
RIM EtE-V: 1A 19
fiD:9.24
�
W
J
O
G? � W
M
I
G
RI ELEV: 23.i4
9.Bf'
EXISTING
s
COMMERCIAL
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SITE DATA TABULATION
PROJECT NAME & ADDRESS: THE VILLAGE AT MYRTLE GROVE RETAIL
5613 CAROLINA BEACH ROAD
WILMINGTON NC, 28401
PROPERTY OWNER: BVC MYRTLE GROVE, LLC
176 N. MAIN STREET, SUITE 210
FLORIDA, NY 10921
TAX PARCEL IDENTIFICATION #: R07614-001-010-000
PARCEL AREA: ±28.55 ACRES (1,243,638 SF)
CURRENT ZONING: B-2
PROPOSED BUILDING HEIGHT: 30'
PARKING STANDARDS
REQUIRED PARKING - NHC UNIFIED DEVELOPMENT ORDINANCE:
RETAIL SALES, GENERAL: 2.5 SPACES PER 1,000 SF (150,818 SF)
TOTAL REQUIRED: 377 SPACES INCLUDING 8 ADA SPACES
TOTAL PROVIDED: 424 SPACES INCLUDING 16 ADA SPACES
REQUIRED PARKING - TARGET MINIMUM REQUIREMENTS:
RETAIL = 4.0 SPACES/1,000SF OF BUILDING AREA: 150,818 SF/1,000 = 151 * 4 = 604 SPACES
TOTAL PROVIDED: 2.84/1,000
INFILL RETAIL DEVELOPMENT:
1. THE PROPOSED BUILDING AND PARKING AREA ARE IN A PREVIOUSLY APPROVED
"FUTURE DEVELOPMENT" PAD FOR THE VILLAGE AT MYRTLE GROVE SHOPPING CENTER.
IMPROVEMENTS INCLUDE MODIFYING EXISTING PARKING, DRIVE AISLES, & UTILITIES
WITHIN SHOPPING CENTER.
TRAFFIC IMPROVEMENTS:
1. TIA WAS PREPARED FOR ENTIRE SHOPPING CENTER; ALL APPROVED TRAFFIC
IMPROVEMENTS HAVE BEEN INSTALLED. NO ADDITIONAL IMPROVEMENTS REMAIN.
SITE LIGHTING:
1. ALL STREET AND PARKING LIGHTING WILL BE MODIFIED AS NEEDED. PLANS OR IN -FIELD
MODIFICATIONS WILL BE PREPARED AND INSTALLED BY DUKE ENERGY IN ACCORDANCE
WITH NHC UDO REQUIREMENTS.
SURVEY & UTILITY NOTES:
1. UTILITIES SHOWN HEREON ARE FROM INFORMATION VISIBLE IN THE FIELD AND MAPS
PROVIDED BY OTHERS. UTILITIES OTHER THAN WHAT ARE SHOWN MAY EXIST. LOCATION OF
UNDERGROUND UTILITIES ARE APPROXIMATE.
2. WATER AND SEWER IS BE PROVIDED BY CFPUA ON SITE.
TREE SURVEY NOTES:
1. THE PROPOSED IMPROVEMENTS OCCUR ON PREVIOUSLY CLEARED AND CONSTRUCTED
PROPERTY. ANY TREE SURVEY AND REMOVAL WAS PERMITTED PREVIOUSLY.
EXTERIOR SIGNAGE:
1. EXTERIOR SIGNAGE TO BE PERMITTED SEPARATELY AND MUST COMPLY WITH SECTION 5.6
OF THE UNIFIED DEVELOPMENT ORDINANCE.
IMPERVIOUS INFORMATION
EXISTING IMPERVIOUS TOTAL 1,065,346 SF (24.46 AC)
EXISTING IMPERVIOUS TO BE REMOVED
BUILDINGS 8,806 SF
PARKING/ROADWAY 250,868 SF
OTHER OSF
OFFSITE 0 SF
TOTAL: 259,674 SF
PROPOSED IMPERVIOUS
BUILDINGS 150,453 SF
ROADS/PARKING 235,788 SF
OTHER 0 SF
OFF -SITE 0 SF
TOTAL 386,241 SF
NET IMPERVIOUS
BUILDINGS 214,939 SF
PARKING/ROADWAY 530,210 SF
OTHER 319,825 SF
OFFSITE 0 SF
TOTAL IMPERVIOUS AREA 1,064,994 SF
FUTURE IMPERVIOUS AREA 352 SF
1. SEE EXHIBIT DA-MAP FOR BREAKDOWN OF STORMWATER DRAINAGE AREAS
LEGEND:
- 16 --
EXISTING CONTOUR
— — — — — — —
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EXISTING STORM DRAIN
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DATED 01/23/2009 N: 141 (2011)
EX PROPERTY LINE TYP
EXISTING PAVED AREA TO REMAIN PROPOSED TRANSFORMER PAD
5,590.72
PROPOSED TARGET
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PROPOSED LARGE RETAIL LOADING AREA; 4
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ACCESSIBILITY STANDARDS COMPLIANCE STATEMENT
PARAMOUNTE ENGINEERING, INC. (THE "CONSULTANT") CONFIRMS TO TARGET THAT
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AND STATE ACCESSIBILITY CODES, AND THE CURRENT VERSION OF THE AMERICANS
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TAX PARCEL IDENTIFICATION #:
PARCEL AREA:
CURRENT ZONING:
PROPOSED BUILDING HEIGHT:
THE VILLAGE AT MYRTLE GROVE RETAIL
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OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 14"
O.C. IN A CHECKERBOARD PATTERN.
STORMWATER NOTES:
POND
O 1TOTAL ON -SITE AREA = 6.04 AC
TOTAL OFF -SITE AREA = 5.03 AC
TOTAL DRAINAGE AREA = 11.07 AC
2. % IMPERVIOUS FOR PROPOSED SITE = 344,995 SF / 482,209 SF = 71.5%
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 344,995 SF
Paved Area = 40,075 SF
Building Area = 0 SF
Sidewalk Area = 0 SF
On -Site (Out Parcels) = 148,103 SF
Off -Site Area = 156,816 SF
Total = 344.995 SF
4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPED.
TOP OF DAM EL -
POND #1 EMERGENCY SPIL
NOT TO S,
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FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
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PROPOSED
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PROPOSED
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INV. EL.
12.30
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EXISTING 66" CMP
EXISTING 66" CMP
EXISTING 66" CMP
(LOCATION TO BE
FIELD VERIFIED BY
CONTRACTOR)
PROPOSED 8'X8'
RISER STRUCTURE I ( EXISTING 66" CMP
(LOCATION TO BE
FIELD VERIFIED BY
INV. EL. 12.30
PROPOSED 24" RCP
(FROM POND #1 TOP
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CONTRACTOR)
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
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GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
4" SCH. 40 PVC OUTLET41
1" STORAGE ELEVATION = 17.60 (2) 36" CULVERTS
NORMAL POOL EL. = 16.60
1°A INV. EL. = 16.60
6:1 SIDE,-
oQ�/ 2 FT VIN
5/ �•4.
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W
I�
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STORM WATER NOTES: 2 - I I I 1 I 10' RMANE POOL
-�
ER NE OOL EL 16.60
POND #2
co 1
1. TOTAL ON -SITE AREA = 32.23 AC _jl
7.6' POND 1
2. % IMPERVIOUS FOR PROPOSED SITE = 1.065.042 SF / 1,403,939 SF = 75.97E
3. ACTUAL Paved a = LIMP AreDRAINAGE AREA FOR 545 290 SF POND: POND #2 SECTION
Building Area = 2PLANTS , SF SUITABL 16` NOT TO SCALE ARROW ARUM
Sidewalk Area = 16,779 79 SF 1 FLA G I On -Site (Out Parcels) = 302,742 SF BLUE ` BLUE ULY1 'IVE
"�
Total = 1,065,042 SF J PICKEREL WE
CANA9,
4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT WET DETENTION POND PLANTING
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT CONTRACTOR TO INSTALL ON THE 6:1
POOL SHALL BE PUMPED. % SLOPED SHELF, EQUAL NUMBERS OF EACH DEC 1 2 200
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EXTEND SHEET PILE WALL INTO
BANK A MINIMUM OF 5'-0' EA.
SIDE
r STORMWATER MANAGEMENT
POND PROFILE (APPROX.) SEE
SITE PLAN VIEW FOR FURTHER
DETAIL
PZ22 GRADE A572 (FY-50 KSI)
STEEL SHEET PILING AS REQ'D FOR
TOTAL LENGTH OF BAFFLE WALL
SHOWN,
MAX FREEBOARD HT= 7'-6'
MIN. SHT PILE EMBEDMENT -
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SEE SHEET C8.4 FOR I- )
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f \ )
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1 1 / 3d>�0 I �.._ ___. y` ALL OUTLET PIPE
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CI 48 2 �' C_27.87, 1 \ i. I i i iir - I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED
Mr29:7 49 4 BC-29 rr 'TC-2ae9.,,_35 7G.29.77 2812 _ .�.,,�;- f'` ( I ¢ ry: - IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY
TC-28.ai TC 2.9.07 _
To-2910-_BC-2at9 1^�•274 :`?¢ {J DI-30 } r: S,} ` I !y ORDINANCES AND STORM WATER DESIGN MANUAL.
BO-2d80 �.BC-2a31 BC=28.57 rr ``. `"� a7"62' --.�_ _ -
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IC-30.89 -"- ___ \\ - - - "� - BC-2a� T a39 \ ft (i1Yi PRFNTED NAME AND TITLE: ROBERT P. BALLAND, PE
I BC-30.38 \� :..`"\, �,. :• • "y'' .-- +ri - _ _ . - -- -z \� •.. AfI'I-34 -- - ..� 758 - - BC-27.89 `^ 1 ,.,.:'-. r rC=2a10 y S' ~'7 tt 11Y' `-' � �\
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E A S E M ENT C R 1 B E D - - __ BCt27.69 1 0.2a. 0 \\ \\ //If { `\ `� ; _ 'ME HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
I I N PLAT B 0 K 3 5 P G _ - -- _- - 27.s, - 2 a. BC-25. q-1 t 1 Z\ \�/ r RECEIPT OF'AUTHORIZATION-TO-CONSTRUCT- ANY CLEARING, GRADING, CONSTRUCTION OR
#- �/ /I \ DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WiTH THIS PLAN AND THAT THE
p -7 p L� O E P H f R A N C\ L I N ► ­_ ice, '� t �` _ _ ��-- i' / ♦ \ \ APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY THE STATE OF NORTH
I S CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART
_ '
FREEMAN DB. 4117, �_ _ - __ _- 1, ,:_ _w r \ \ \ d \\
' SURVEYING - --- - y TC_ I 71 /l \, \ `\ / \ OF THIS PLAN, AS THE OWNER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION
P G . 0693 - i TC-26.73 f BC-2a80 \ \ ` \-„ of I J \ -\ \ AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES WE WILL NOT ATTEMPT TO
�- - zao2 ( \ i TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN _AUTHORIZATION OF NEW HANOVER COUNTY,
II ZONED B-ice I -`�__- B 25.52 L___ ( \\ \\\ j SIGNATURI`: % PV%-.- _
GRAPHIC SCALE _ _ •�.
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60 0 30 60 120 1 - _ - } �' \\ e : i PRINTED NAME AND TITLE: �Ld $ / l /ZoO/�' S z p Ih. p--;""r_4e*,. L,�141y'
11 - �� � \\ r' r DATE. f %I,L'o 0
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PEI JOB fE: 06130.PE

PA" -IS EX. SWALE BMP #9
A=(1.46cc)
Q=10.05cfs
CH
0.
C&G
-7ti-
Pmc
00
�-,2�00.
MM
;� 2 / 21
-V
cork: C&,G
Cq
01 0
V, CB-
. el.
Q
o
PROPOSED 275LF
X
tSILT FENCE. SEE DA#7
DETAIL SHEET 9,064sf (0.21ac)
C9.8.2
DA#8
30,180sf (0.69ac)
V11
09.
'..
LIMITS OF DISTURBANCE PROPOSED 275LF
3.26 Ac. I SILT FENCE. SEE
PINER ROAD (�R-1521)',
PLAN -f-IN V1
SCALE: 1"=6
40 --- --- Tj
-Z
1.0
Ld ------- ------
00
z
C�
C.4 Z CY) LJ Z
36;
C14
cr
r z
1�0
00
00
4 OR
00 CIA n
P, -0
--- - -- ------
0 304 . ...... . ... .......
C4 Z) - ----- -- +-u
4
'to CS
32
110 009 �02
C� �-p
M Ilizo + to
------- 04 Z)
-Z L0
'A II
C)
M 1-- 11 Zo + N Ili::)
z
0 V) pe) t-
>:
MG GRADS M F-- ------- < M > >
Exis
C) V)
28 4 -------
7
UnEzz
- - ----- - --- ---------
tI.
7
77.
LINE' .7, ------ - ---------
24!.- 190 FT-- ..37%
0- 15pp! LIII
LINE 61
164 FT'�
'18"
0- 45% -T-
---- --- LINE 5 179 FT
LINE 4
192 FT
_F­
20
!A
VAnW AWr I
.10.00
0
C�
LO
C) N
0) r-
N 10.
0
00 0
co LO
00 K)
0 0)
.00
(o U-)
cc,
NOD
C6
N c6
00 ()6
r,
CN
r-
N
CN
to (6
N
NN ui
C4
N
t
I
0+00
1+00
2+00
3+00
4+00
5+00
U. 0 00. 1"T-) --qt-.1000 1t- -41`T4-
-
0A6 qL6 N4 4 N4
C-4
PROPOSED 75LF
SILT FENCE. SEE
DETAIL SHEET
C9.8.2 CONTRACTOR TO REMOVE
EXISTING CURB INLET FRAME
AND GRATE AND REPLACE WITH
MANHOLE RING AND COVER
"Iv
PROPOSED 515LF
SILT FENCE. SEE
EX. SWALE BMP #1 PROPOSED 221 LF
A=(0.74ac) -SILT FENCE. SEE
Q=5.08cfs DETAIL SHEET
C9.8.2
­41 ZRA*
LOD--�� LOD-
LODLOD
0 0 11_
�17+8 99
4i
EX. SWALE BMP #2
PROPOSED 551 LF ac
Q=1.94cfs
-SILT FENCE. SEE
DETAIL SHEET
C9.8.2
GRAPHIC SCALE
60 0 30 60 120
1 Inch = 60 Feet
111.11 001W
c!jui C�JF4 u]b Lql06 11]E5 IqIZ'6 1]6� c](0 cO c'� [4- r� I r�
to
.4-4 K) L0 L6 Lo L0 Lri L0 U� V) Vi L0 Vi Ln U� L0 Ui LO L6 V) C6
N - . N N N CIA C`4 N CIA C14 C14 C14 N cli r1l fl, I
6+00 7+00 8+00 9+00 10+00
PROFILE VIEW
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=6'
SWALE CALCULATIONS_
11+00
12+00
RUNOFF
CHANNEL
SWALE #
Ad
C
Qdesign
Length
Inv In
Inv Out
S
d
A.
P
R
V..t..i
I Q.ctu.,
Adequate Capacity A
Lining Required?
(acres)
(cfs)
(ft)
(ft)
(ft)
(ft/ft)
(ft)
(sf)
00
00
(fps)
(cfs)
(Y/N)
(Y/N)
BMP #1
0.74
0.35
1.87
464
25.00
24.16
0.002
1.00
3.00
6.32
0.47
0.96
2.89
y
N
BMP #2
0.28
0.35
0.71
435
25.00
24.00
.0.002
1.00
3.00
6.32
0.47
1.09
3.26
y
N
BMP#9
BMP #10
1.46
1.07
0.35
0.35_
3.69
2.71
278
455
27.00
28.00
25.50
25.00
0.005
-0.007
1.00
3.00
3.00
6.32
6.32
0.47
0.47
1.66
1.84
4.99
5.52
y
y
N
N
BMP #11
0.48
0.35_
1.21
325
24.80
21.01
0,012
1.00
3.00
6.32
0.47
245
7.34
y
N
•
STORM SEWER SCHEDULE
13+00 14+00 15+00 16+00 17+00 17+86 Z
C
H
NOTES:
1.)
SEE
SHEET C9.1
FOR PROPOSED
GEOMETRIC LAYOUT.
2.)
SEE
SHEET C9.2,
C9.2.1, C9,2.2
FOR PROPOSED TRAFFIC CONTROL PLAN
3.)
SEE
SHEET C9.3
& C9.3.1 FOR
PAVEMENT MARKINGS PLAN.
4.)
SEE
SHEET SIG.
1 FOR TRAFFIC
SIGNAL PLAN (US 421/PINER ROAD)
5.)
SEE
SHEET SIG.
3 FOR TRAFFIC
SIGNAL PLAN (US 421/MYRTLE GARDENS DRIVE)
6.)
SEE
SHEET C9.82 FOR SED19ENTATION AND EROSION CONTROL NOTES AND DETAILS
7.)
SEE
SHEET C1.1
FOR GENER(�L NOTES
107 P�
APPROVED & C)
NORTH CAROLINA ENVIRONk'
MANAGEMENT COMMISSION
19 /0 7
----------
Line
- - --------- ---------- -----
ToLine
1
LineLength
18.36
Iner.Area
I­
(ac)
0.67
TotalArea
(ac)
2.73
RunoffCoeff.
(C)
0.95
IncrC x A
0.64
TotaIC x A
2.59
.... .... ..
InletTime
(min)
5
TimeConc
(min)
8.7
nt otaiRunoff
Rnfall T
(oft)
6.6 16.99
- -- ---------------- - -- -- ----
I Flow CapacFull
i 11­1­ ­ ­-­­­1-­-------
(cfs)(cfs___.__-__..._ffirs)
0 28.71
veloc PipeSize
- -
in
1 6.37 30
1
Pipeslope
-­­­­
0.49
Inv ElevUp
­­ ­ ­­ ­.-
17.02
Inv EIevDn
­-­-------­.­
(ft)
16.93
---- ----------
HGLUp HGLDn Grnd/PJmUp Gmd/RimDn
- - - -------- ..
(ft) 04
18.84 18.77 23.33 23.5
----
... .. ...... Line ID
-
1
--1
-7.5
.-
2
10.87
1 0.75
0.75
0. 95
0. 71
0.71
5
f 5
7.2
3 4­
4.03
�.46
43
18.38
26.41 20.38 23.8 23.33
Uni� i
3
1
138.44
0.08
1.31
0.95
0,08
1.24
5
8.2
6. 8.26
. . .......
7.9
0 8.26 571
1 7.9
I 8
1
--­-­­­­---­­--
17.81
17.4
20.09 24.2 23.33
I -­­ -.
Line 3
4
5
3
4
192.08
179.42
0.22
0.11
1.23
1.01
0.95
0.95
0.1
5
4
66
.
6.9
0 7.42
--0 6.63 - - ---------------- -
L-
1 4.47 18
�3�.75
1 0.5
0.5
18.87
1 1987
.
17.91
1897
.
1 22.24 21.15 23.98 24.2
. . . . ........
232 2249 25.01
..23.98
Line 4
Line 5
1 - ------
163.87
189.76
0.21
0.69
0.9
0.69
i 0.95
0.95
0.2
0.86
0.66
5
5
5.8
5
i 6.04
7.2 4.74
­­
0 6.04 8.8
0 4.74 3.95
3. �2 8
3.86
0.7
21.1
2.18
19.97
21.47
23.89 23.35 25.84 25.01
-------- ---
25 27.08
i 25.84
Line­6
0.66
7
- - - ---­-­---- - - ------- - -- -----
6
- -------------------
1
T
-4
Line 7
Lin
Area
InletTime
In#
RunoffCoeff#
Q=CIA -'-Q
Carry-over ----66a-'-p'-tu-r-e-d---I-
dBypassed
GufterSlope
Gut#te Idth
16�orois ope, S%CrossSlope,
Sx
LocalDepr#
InietlDepth
InletSpread
GutterDepth
GutterSpread
BypassUne No#
LGrateArea
JunctTvve Curbl­le!Vh� 1 GrateLength I GnateWIM4
1
C13-11
0.67
5
7.23
0.95
4.6
0
i (sqft) 1 00 (ft)
Curb 6 14.64
0.005
- ------
0.27
0.02
2
0.41
12.37
0.68
9
. ........ .....
2
MHA
C13-2
0.75
0.08
5
5
7.23
7.23
0.95
0.95
5.15
0.55
0
0.55 0
MH
Curb 6 4.44
j­
.005
2
0.�?
0.02
2
0.23
2.92
0.33
1.22
---------
4
5
C13-4
.22
0.11
5
7.23
0.95
1.51
0.76
0
0.01
1.51 0
0.77 0
Curb- i 6 7.59
6 5.19
Curb .... ....
0.005
1
2
2
0.27
0.27
0.02
0.02
2
2
0.31
0.25
7.02
4.12
0.48
0.37
1.78
1.37
4
----------­­
5
7.23
0.95
6
7 ­­
C13-5
. .. . ..... ..
0.21
0.69
5
5
7.23
7.23
0.95
0.95
1.44
4.74
0.01
0
1.44
4.7 0
6 i 7.39 .... ....
Curb 6 14.9
0.007
0.006
2
0.27
0.27
0.02
2
2
0.29
0.41
6.17
12.02
--0- -
.44
0.6-7
------
8.5
6
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. ...... ­­ ------
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IN
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C 9. 7. 1
PEI JOB#: 06130.PE

CLASS
IORII
MATERIA
CONCRETE
CLASS
I. II OR II
BACKFILL
CLASS
IORII
BEDDING
CLASS "A"
CLASS
1 OR II
BACKFlL
CLASS
BEDDIN(
CLASS
1. II OR III
BACKFILL
CLASS "B"
CLASS "C" CLASS
BEDDING DETAILS
NOT TO SCALE
DRIPLINE
PROTECTIVE BARRIER
MIN. STAKE
IGHT ABOVE
ADE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUC11ON AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE 11PS OF THE OUTERMOST BRANCHES. NCDOT #5 OR #57
WASHED STONE
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
A
19-GUAGE HARI
t ME:
NCDOT
WAS
/
EMSTING GROUND
COMPACTED BACKFILL TO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
COMPACTED BACKFILL TO
90% MODIFIED PROCTOR
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
COMPACTED PIPE EMBEDMENT
TO 90% MODIFIED PROCTOR
BEDDING "CLASS B" FOR
DIP AND C-900 PVC
COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE
ENGINEER
L PIPE WIDTH +24" _I
TRENCH BOTTOM
TANDARD PIPE TRENCH DETAIL
NOT TO SCALE
" WIRE MESH
4
• .4 v -_4 .
OPENING
.-e
SECTION A — A
NOTE:
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
n
EDGE LINE
YELLOW OR WHITE
CEN-TER LINE
YELLOW
sv�
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10 GUAGE
STAY WIRES MIN. #12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST
NOTES: FILTER FABRIC
1. WIRE SHALL BE A MINIMUM OF 32" IN101
WIDTH AND SHALL HAVE A MINIMUM OF 6 FILL SLOPE
LINE WIRES W/12" STAY SPACING AND
GROUND LINE M
2. FILTER FABRIC SHALL BE A MINIMUM OF (I
ADEQUATELYi 0 THEHALL WIREBASFASTENED DIRECTED 6" iv
MIN.
BY THE ENGINEER \���
3. STEEL POST SHALL BE 5' 0" IN HEIGHT �������������
AND BE OF SELF FASTENER ANGLE o \
STEEL TYPE (n a o
o W _ ¢ Ld I \ \ \ \ \
4. WOOD POSTS SHALL BE A MINIMUM OF 6' I W N �
IN HEIGHT AND 3" OR MORE IN DIAMETER o PO
WIRE FABRIC SHALL BE FASTENED TO WOODEN 3
f-O(:yT2'W ffbN13OT LESS THAN #9 WIRE STAPLES \ �\ ANCHOR FILTER
\\ FABRIC SKIRT
AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
10' SKIP LINES
YELLOW OR WHITE
GORE LINE
I 10,J
WHITE 30
DIAGONAL LINE40
2' MINI -SKIP LINES
YELLOW OR WHITE YELLOW OR WHITE
CROSSWALK LINE I2co
��
f 13
WHITE 15
STOP OR TRANSE-FSE BAR
PAVEMENT MARKINGS
LINE TYP E.,
NOT TO SCALE
RIGHT OR LEFT
STRAIGHT ARROW TURN ARROiN
20' W _ A'
12'
R
*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST
WIDTH APPLIES FOR A 'NORMAL' WIDTH LINE. THE SECOND
WIDTH APPLIES FOR A 'WIDE' UNE. 'WIDE' LINES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS. OR WHEN
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
COMBINATION LEFT ADD
STRAIGHT AND RIGHT TURN ARROW
COMBINATION LEFT
AND RIGHT TURN ARROW
GENERAL NOTES
-ALL PAVEMENT MARKING S'MBOLS SHALL BE WHITE IN COLOR
-PAVEMENT MARKING SYMEC_S SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CC,CRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE :_ACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
P A VE M E ITT MARK ',3`
ARR0VLf/ SYMBOLS
NOT TO SCALE
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. INSTALL ALL TEMPORARY SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS. CONTRACTOR SHALL INSTALL SILT FENCE AND
INLET PROTECTION.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
4. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS
ESTABLISHED.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES DURING
GRADING AND AFTER GRADING HAS BEEN COMPLETED,
6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER
COUNTY ENGINEERING DEPARTMENT.
7. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL
FINAL APPROVAL BY NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
8. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY
THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6
FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
4. INLET PROTECTION - CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
STABILIZATION NOTES
1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
OF GRADING.
2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE
OF GRADING.
PERMANENT SEEDING SCHEDULE MIXTURE 5CP
Seeding Mixture
CENTIPEDE GRASS
SPECIES
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-'10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZ= VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING —LATE WINTER (EARLY SPRING
Seeding Mixture
Rye (GRAIN) WINTER AND EARLY SPRING
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SPECIES SUMMER
GERMAN MILLET APRIL 15 - AUG. 15 - SUMMER
SPECIES FALL AUG. 15 -DEC. 30 -FALL
RYE (GRAIN)
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTTLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
WIDTH VARIES
SEE PLAN
SEED & MULCH AFTER I
DIGGING DITCH - SEE
NOTE BELOW
VARIES
SEE PLAN
NOTES:
1. SIDESLOPE VARIES, SEE PLAN FOR PROPOSED
CONTOURS
2. SWALES TO HAVE A MAXIMUM SLOPE OF 3:1
TYPICAL SWALE
NOT TO SCALE
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PEI JOB#: 16130.PE

RCIAL SHOPPING
5511 Carolina Beach Road
New Hanover Co -Linty, North Carol0
ina
PARCEL INFORMATION:
DEED BOOK 2350„ PAGE 0497
DEED BOOK 1421, PAGE 0642
PARCEL ID# R07614-001-010-000
CURRENT _ZONING: 132—HIGHWAY BUSINESS DISTRICT
MAXIMUM
BUILDING HEIGHT:
40 FT.
MINIMUM
INTERIOR LANDSCAPE ISLAND:
144 SQ. FT.
MINIMUM
LANDSCAPE AREA:
8% OF GROSS
PARKING LOT AREA
PARKING.
RETAIL
1 SPACE PER
°:1SF MIN.
PARKING:
RESTAURANT
1 SPACE PER
3 SEATS, 1 :;'ACE FOR EACH 2 EMPLOYEES
SITE REQUIREMENTS+
BUILDING AREA
HOME DEPOT -
RETAIL -
RESTAURANT -
TOTAL BUILDING AREA
BUILDING HEIGHT
REQUIRED PARKING
RETAIL -
RESTAURANT -
TOTAL REQUIRED PARKING
PARKING RATIO
PROVIDED PARKING:
TOTAL PARKING:
HOME DEPOT' -
RETAIL -
RESTAURANT -
PARKING RATIO:
HANDICAPED SPACES:
HOME DEPOT:
RETAIL:
LANDSCAPE AREA:
HOME DEPOT°
RETAIL:
106,432 SF
188,300 SF
11,9311 SF
306,663 SF
26'-1" AVERAGE-
1 SPACE PER 400 SF MIN.
1 SPACE PER 3 SEATS, 1 SPACE PER 2 EMPLOYEES
789 SPACES
2.6/1,000 SQ FT
1,486 SPACES PROVIDED - 789 REQUIRED
444 SPACES (266 REQUIRED) [4.2/1,000 SF1
970 SPACES (471 REQUIRED) [5.2/1,000 SF]
72 SPACES (52 REQUIRED) [9.9/1,000 SF_1
4.9/1,000 SQ FT
12 PROVIDED, 9 REQUIRED (VAN ACCESSIBLE)
36 PROVIDED, 20 REQUIRED (VAN ACCESSIEH E)
0.08 x 753,626 SF = 60,290 SF (72,108 SF PROVIDED, 10%)
0.08 x 242,221 SF = 19,378 SF �24,846 SF PROVIDED
0.08 x 511,405 SF = 40,912 SF �47,262 SF PROVIDED
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCkTED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTOR'S SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" .�T
1-800-632-4949
CONTACT THESE UTILITIES
NEW HANOVER COUNTY ZONING NEW HAJOVER COUNTY ENGINEERING (SEWER)
ATTN: SHAWN RALSTON ATTN: MR.. ,REG 'THOMPSON
PH: 910-798-71151 PH: 910-7,8-71;59
PROGRESS ENERGY
PH: 1-800-632-4949
PIEDMONT NATURAL GAS
PH: 910-799-7165
EMERGENCY DIAL 911
POLICE — FIRE — RESCUE
CITY OF WILMINGTON (WATER)
ATTN: MR. JAMES BONSER
PH: 910-:43-3977
BELL SDUTH
PH: 1- &C,0-632•- 4949
TIME 6ARN;k-R CABLE
PH: 910-763-44538
JU Y, 2006
1 � D
Port City Central LTD. Partnership
701 Eas.1 y Bay Street
Charleston,, SC 29403
[phone]
VICINITY MAP
NOT TO SCALE
DEVELOPER:
PORT CITY CENTRAL LTD. PARTNERSHIP
701 EAST BAY STREET
CHARLESTON, SC 29403
ATTN: MARGARET BELTON [phone]
ENGINEER (,'CIVIL
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
A IiN: RODERT BALLAND, PE [phone]
PROPOSED
WATEF
QUANTITY
MATERAL
1,840 LF
6" C-900
W;JERMAIN
1,314 LF
8" C-900 WJERMAIN
1,460 LF
12" 0-900
VATERMAIN
10
FIRE HYDRANTS
1
BLOW
—OFF 6SEME1_.Y
PROPOSED SANITARY Sc 'WER
QUANTITY
MATERIAL
26 LF
6" SDR 21 FORCEMAIN
898 LF
8" DI SANITARY SEWER LINE
14
SANITARY SEVER Pv1ANH0LE
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e�f4e,, f-crzbad wl
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C4.1 C ¢. Z f C- 6.4 we-e
ENGINEER (TRAFFIC):
MANDALA SERVICES INC.
2306 MIMOSA PLACE
WILMINGTON, NORTH CAROLINA 28403
ATTN: JOHN BAUERLEIN, PE [phone]
ENGINEER (SITE LIGHTING):
CHEATAM & ASSOC.
4806 SHELLEY DRIVE
WILMINGTON, NORTH CAROLINA 28405
ATTN: MARK CIARROCCA, PE [phone]
ENGINEER(GEOTECHNICAL):
ECS LTD.
7211 OGDEN BUSINESS PARK, SUITE 201
WILMINGTON, NORTH CAROLINA 28411
ATTN: WALID SOBH, PE [phone]
SHEET INDEX
SHEET NUMBER
SHEET TITLE
CO.0
COVER SHEET
C1.1
GENERAL NOTES
�C3.0
--DEM-&E TK N--PLAN--
OVERALL SITE LAYOUT
C3.1
SITE LAYOUT
C3.2
SITE LAYOUT
C4.1
GRADING, DRAINAGE PLAN
C4.2
GRADING, DRAINAGE PLAN
PHASE -t---EROSION--06NTR8E—Pt�cith
' C5.2
gE-t-EROS ON--CON-TROL"f'tietN-
---- --05� 3-----
A-SE--ii—EROStON--eON5-Retz— 'E*W
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.
__,_....._..__LAN-DAP-E-PEAf�
C8.1
DETAILS
C8.2
DETAILS
C8.3
EROSION CONTROL DETAILS
C8.4
POND DETAILS
C8.5
STORM SEWER CALCULATIONS
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1-1 E N 0 1 N E t; R I N C 1 N C
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5911 Oleander Drive, Suite 201 = ' `UL7
P 15 1
A ROVED�Wilmington, North Carolina 28403 =; 2s�&G
NGIN�
NORTH CAROLINA ENVIRONMLIv I11 (910) '791-6707 (0) [phone] (Fij
P.
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY PROJECT # 06130.PE
Z3- �A1v-2CX39'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY MSP & ASSOC. LAND
SURVEYING, INC., DATED 3/01/06. ALTA SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR
AND ANY DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR
ENGINEER IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE 'OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF U11UTY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER
THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR
OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE
SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION
SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE
OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800) 63.2-4949 AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR
RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL
BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING
AND AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO
THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO
COST TO OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIE 3 THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PpOCES,S BY THE
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND
ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTIU11ES NOT INTENDED FOR
DEMOU11ON SHALL BE MAINTAINED. PROTECTED AND UNDISTURBED DURING DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED
SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH
THE RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
STORMWATER NOTES:
POND #1
1. TOTAL ON -SITE AREA = 6.04 AC
TOTAL OFF -SITE AREA = 5.03 AC
TOTAL DRAINAGE AREA = 11.07 AC
2. % IMPERVIOUS FOR PROPOSED SITE = 344.995 SF / 482,209 SF = 71.5%
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 344,995 SF
Paved Area = 40,075 SF
Building Area = 0 SF
Sidewalk Area = 0 SF
On -Site (Out Parcels) = 148,103 SF
Off -Site Area = 156,816 SF
Total = 344,995 SF
4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPED.
POND
1. TOTAL ON -SITE AREA _ 32.23 AC
TOTAL OFF -SITE AREA 9.78 AC
TOTAL DRAINAGE AREA = 42.01 AC
2. % IMPERVIOUS FOR PROPOSED SITE = 1.405.681 SF / 1,829,956 SF = 76.8%
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 1,405,681 SF
Paved Area = 545,290 SF
Building Area = 200,231 SF
Sidewalk Area = 16,779 SF
On -Site (Out Parcels) = 302,742 SF
Off -Site Area = 340,639 SF
Total = 1,405,681 SF
4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPED.
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CON 3TRUCTION NOTES:
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY
SILT FENCES. INSTALL TEMPORARY BARRICADE FENCING ALONG HOME DEPOT
CONSTRUCTION LIMITS TO PREVENT CONSTRUCTION TRAFFIC FROM ENTERING/EXITING.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS. CONTRACTOR SHALL INSTALL TEMPORARY
SEDIMEN F BASINS, TEMPORARY DIVERSION DITCHES AND TEMPORARY ROCK CHECK
DAMS A:, SHOWN IN THE PHASE I CONSTRUCTION DOCUMENTS.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY
4• PHASE It EROSION CONTROL MEASURES SHALL BE PHASED IN TO INCLUDE A TEMPORARY
SEDIMEN f BASIN (PROPOSED WET DETENTION BASIN), TEMPORARY INLET PROTECTION FOR
ALL PROPOSED STORM SEWER INLETS AND OUTLET PROTECTION DEVICES AS SHOWN ON THE
CONSTRUCTION DOCUMENTS.
5. IMMEDIA RELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT,
SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15
DAYS.
6• MAINTAINS ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS
ESTABLI:HED.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITICNS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
8. DURING �AADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY EROSION CONTROL DEPARTMENT.
9, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NORTH CAROLINA DIVISION OF LAND RESOURCES.
10. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE
NEW HAIIOVER COUNTY ENGINEERING DEPARTMENT.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION WITHIN 24 HOURS OF ANY RAIN EVENT, BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WALL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE
VISIBLE JR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY
TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
OF GRADING.
2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE
OF GRADING.
T
Seeding Mixture
SPEC ES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - J11NE
Soil Amtmdments
APPLY LIME AND FER11UZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-1 D-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE BRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
Seeding Mixture
WINTER AND EARLY SPRING
SPELL RATE (LB/ -ACRE)
Rye ,GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNU kL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUAE.
SUMMER
.5ffs ES RATE (LB/ACRE)
GERNAN MILLET 40
FALL
SPEC U RATE (LBZ6CRE)
RYE ;GRAIN) 120
Seeding dates
COASTAL RAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil am endments
FOLLOW REk:OMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,00 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATEL! FOLLOWING EROSION OR OTHER DAMAGE.
SITE gOIES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL 'SETBACKS, EASEMENTS AND DIMENSIONS
SHN01 HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE:, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE,
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, Erc., SHALL
REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION
LIMITS" 13ROOM CLEAN AT ALL TIMES.
8. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE: UNDERGROUND ON
SITE.
9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE
WITH THE SPECIFICATIONS.
10. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD
THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS
SHAD_ 13E GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A
COP'f OF THE TRANSMITTAL LETTER TO THE ENGINEER.
11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT
SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.
THE LOCATION OF ALL EXISTING UTIU71ES ARE NOT NECESSARILY SHOWN ON PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND
AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE
CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY
DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH
CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING
UTILITIES.
13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED
AND APPLICABLE FEDERAL. STATE, COUNTY, AND LOCAL CODES.
15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
16. ALL DIML:NSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO
FACE OF CURB UNLESS OTHERWISE NOTED.
17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
18. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS 'SET FORTH IN THESE
PLAN.''.
5JORM 2:WER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNrf AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED
OTHERWISE ON PLANS. JOINTS SHALL BE SEALED WITH PLASTIC CEMENT PUTTY MEETING FEDERAL
SPEC 55-S-00210, SUCH AS A BUM RUBBER SEALANT.
4. RCP(IV), IN THE STORM DRAIN SCHEDULE, INDICATES THAI' CLASS IV REINFORCED CONCRETE PIPE IS
REQUIRED.
5. RIM ELEVATIONS GIVEN FOR CATCH BASINS IS THE TOP OF GRATE IN THE FLOW LINE.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE: LOCATION OF
EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES
IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA
AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC
DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY
COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE
TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE
EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT
NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL
ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES,
CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND
INTEFPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH
REGUIXIIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL
SAFETY' AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL
PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR
OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN
ACCORDANCE WITH THE LATEST EDI11ON OF "CONSTRUCTION AND MAINTENANCE
OPEPA,TIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO
CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY
DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED.
WETLAND NOTE
1. WETLANDS EXIST ON -SITE AS DELINEATED BY HART & HICKMAN, H&H PROJECT Ip
ZIF-431, DATED 07/28/05 AND SURVEYED BY McKIM & CREED ON 11/29/05.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAIUBUTY OF ALL EXISTING AND PROPOSED UTILITIES
IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY.
STANDARD ABBREVIATIONS STANDARD SYMBOLS
CB CATCH BASIN 16 POWER POLE
Cl CAST IRON H WATER VALVE
CMP CORRUGATED METAL PIPE
CMF CONCRETE MONUMENT FND SANITARY SEWER MANHOLE
CT CRIMPED TOP PIPE ® STORM SEWER MANHOLE
DI DROP INLET
FNC FENCE FIRE HYDRANT
FND FOUND X 000.00 SPOT ELEVATION
G GAS GUY WIRE
GALV GALVANIZED
IE INVERT ELEVATION - G - GAS LINE
JB JUNCTION BOX -W_ WATER LINE
MH MANHOLE
OT OPEN TOP PIPE -OHP- POWER LINE
POB POINT OF BEGINNING -UGP-
RB IRON REINFORCING BAR \y/ WET AREA
RCP REINFORCED CONCRETE PIPE
SS SANITARY SEWER C::>
TEMP TEMPORARY
W WATER a LP LIGHT POLE
OHP OVERHEAD POWER CONCRETE MONUMENT
IPF IRON PIN FOUND
IPS IRON PIN SET ® GAS VALVE
- ---- - CONTOUR LINE
----- - INDEXING CONTOUR LINE
SS - EXISTING SANITARY SEWER
W - EXISTING WATERLINE
CB O - EXISTING CATCH BASIN
- EXISTING STORM SEWER
® - PROPOSED CURB INLET
= PROPOSED STORM SEWER
0 C.O. = PROPOSED SEWER CLEANOUT
DO - PROPOSED DRAINAGE MANHOLE
O - PROPOSED SANITARY SEWER MANHOLE
- FIRE HYDRANT ASSEMBLY
I"I
----SS- - PROPOSED SANITARY SEWER
_W_ = PROPOSED WATERLINE
- PROPOSED WOOD SHADOW BOX FENCE
----­30 = PROPOSED CONTOUR
- PROPOSED INLET PROTECTION
LOCH
LJMITS ^F DISTURBANCE
--=--
- PROPOSED SILT FENCE
TC=35.10
BC=34.60
- PROPOSED SPOT ELEVATION
O FACE OF CURB (GUTTER)
"
- PROPOSED TREE PROTECTION
O
= PROPOSED PROPERTY CORNER
- PROPOSED DRAINAGE AREAS
®
- TEMPORARY ROCK CHECK DAM
>>
- TEMPORARY DIVERSION DITCH
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTLLITLES
NEW HANOVER COUNTY' ZONING NEW HANOVER COUNTY ENGINEERING (SEWER)
ATTN: SHAM RALSTON ATTN: MR. GREG THOMPSON
PH: 910-798-7151 PH: 910- 798-7139
PROGRESS ENERGY
PH: 1-800-632-4949
PIEDMONT NATURAL GAS
PH: 910-799-7185
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CITY OF WILMINGTON (WATER)
r-
ATTN; MR. JAMES BONSER
PH: 910-3-43-3977
BELL SOUTH
PH: 1-800-632-4949
TIME WARNER CABLE
-y
PH: 910-763-4638
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CURRENT ZO
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SS DIST
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MAXIMUM BUILDING HEIGHT:
40 FT.
S
MINIMUM INTERIOR LANDSCAPE 144 Q. FT.
ISLAND: MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
PARKING. • RETAIL
1 SPACE PER 400SF MI
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SITE IN
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MINIMUM LOT SIZE
MINIMUM LO
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SETBACK STANDARDS
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FRONT YARD:
MINIMUM
SIDE YARD:
MINIMUM
REAR YARD:
MINIMUM
REAR YARD:
STREETYARD BUFFERS
MINIMUM
SIDE YARD: (PRIMARY)
MINIMUM
SIDE YARD: (SECONDARY)
LANDSCAPE -BUFFERS
MINIMUM FRONT YARD:
MINIMUM RE
AR YAR
D: (HOME DEPOT)
MINIMUM REAR YARD: (OTHER)
..o
A N
2195 85 9.60 SF 50.41 AC )
(
N/A
N A
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REQUIRED
PROVIDED
35 FT
35 FT
(2.75 x BUILDING HEIGHT)
71.7' (26'-1" BLDG HT.)
(3.73 x BUILDING HEIGHT)
97.2' (26'-1" BLDG HT.)
35 FT
35 FT
REQUIRED
PROVIDED
19,425 SF (978-201=777*25)
20,171 SF
9,088 SF (873-146=727*12.5)
9,909 SF
REQUIRED
PROVIDED
0 FT
0 FT
20.0 FT MIN. (ADJACENT TO R-15)
35.9 FT (1/2 BUILDING SETBACK)
20.0 FT MIN. (ADJACENT TO R-15)
34.4 FT (1/2 BUILDING SETBACK)
FOUNDATION PLANTING
REQUIRED
PROVIDED
MINIMUM
FRONT.
(HOME
DEPOT)
(434'-11"
x 26'-1")*.12 =
1,361
SF
MIN.
1,361
SF
MINIMUM
FRONT:
(BLDG.
100)
(830'-0"
x 25'-0")*.12 =
2,490 SF
MIN.
3,814•
SF
MINIMUM
FRONT:
(BLDG.
200)
(425'-0"
x 25'-0')*.12 =
1,275
SF
MIN.
1,436
Sr
MINIMUM
FRONT:
(BLDG.
300)
(415'-0"
x 25'-0")*.12 =
1,245
SF
MIN.
2,472
SF
MINIMUM
FRONT:
(BLDG.
400)
(156'-0"
x 25'-0")*.12 =
468
SF
MIN.
1,599
SF
MINIMUM
FRONT:
(BLDG.
500)
(144'-0"
x 25'-0")*.12 =
432
SF
MIN.
1,303
SF
MINIMUM
FRONT:
(BLDG.
600)
(177'-0"
x 25'-0")*.12 =
531
SF
MIN.
1,472
SF
EXISTING TREES REMOVED:
TREE REMOVAL:
HOME DEPOT - (9) 4"
OAK
(2) 4"
GUM
(1) 4"
HOLLY (1) 6" BIJRCH
(6) 6"
OAK
(1) 5"
GUM
(14) 2"
BIRCH ('i) 8" BIRCH
(3) 8"
OAK
(3) 6"
GUM
(11) 3"
BIRCH
(2) 112"
OAK
(3) 8"
GUM
(5) 4"
BIRCH
(1) 10"
SYCAMORE
(1) 8"
MAGNOLIA
(1) 5"
BIRCH
RETAIL/RESTAURANT -
SITE REQUIREMENTS:
BUILDING AREA
HOME DEPOT -
RETAIL -
RESTAURANT -
TOTAL BUILDING AREA
BUILDING HEIGHT
REQUIRED PARKING
RETAIL -
RESTAURANT -
TOTAL REQUIRED PARKING
PARKING RATIO
PROVIDEDPARKING:
TOTAL PARKING:
HOME DEPOT -
RETAIL -
RESTAURANT -
PARKING RATIO:
HANDICAPED SPACES:
HOME DEPOT:
RETAIL: -
LANDSCAPE AREA:
HOME DEPOT:
(36) 12" PINES
PARCEL INFORMATION:
DEED BOOK 2350, PAGE 0497
DEED BOOK 1421, PAGE 0642
PARCEL ID# R07614-001-010-000
106,432 SF
188,300 SF
11.931 SF
306,663 SF
26'-1" AVERAGE
1 SPACE PER 400 SF MIN.
1 SPACE PER 3 SEATS, 1 SPACE PER 2 EMPLOYEES
789 SPACES
2.6/1,000 SQ FT
1,486 SPACES PROVIDED - 789 REQUIRED
444 SPACES (266 REQUIRED) [4.2/1,000 SF]
970 SPACES (471 REQUIRED) [5.2/1,000 SF]
72 SPACES (52 REQUIRED) [9.9/1,0010 SF]
4.9/1,000 SQ FT
12 PROVIDED, 9 REQUIRED (VAN ACCESSIBLE)
36 PROVIDED, 20 REQUIRED (VAN ACCESSIBLE)
0.08 x 753,626 SF = 60,290 SF (72,108 SF PROVIDED, 107)
0.08 x 242,221 SF = 19,378 SF (24,846 SF PROVIDED)
/
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LINE
LENGTH
BEARING
L1
199.91
N79'31'36"W
L2
50.00
S10'20'07"W
L3
219.60
S79'36'59"E
L4
175.09
S10'12'21"W
L5
111.94
S79'38'56"E
L6
78.22
S26'37'30"W
L7
130.04
S26'21'22"W
L8
274.11
N79'34'16"W
L9
109.99
S10'20'07"W
L10
241.90
S79'36'45"E
L11
140.70
S26'41'36"W
L12
125.35
S10'24'38"W
L13
24.19
S80'18'19"E
L14
54.20
S10'43'37"W
L15
59.86
S00'13'48"E
L16
108.59
S75'01'30"E
L17
455.36
S69'14'48"E
L18
104.64
S69'16'31"E
L19
204.89
S69'14'48"E
L20
3017
S26'58'07"W
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UNE
LENGTH
BEARING
L21
281.72
S34'22'22"W
L22
314.48
S68'24'53"E
L23
136.92
S74'17'32"E
L24
61.64
N62'24'10"W
L25
27.52
N15'06'08"E
L26
226.09
N11'56'51"E
L27
28.15
S0717'20"W
L28
85.06
N59'46'57"W
L2
1 13.33
N55'12'48"W
L30
86.32
N54'31'06"W
L31
16.36
S26'27'08"W
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CURVE
DELTA
RADIUS
ARC
C*'ORL BR
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C1
4310'27'
269.98
203.44
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198.66
C2
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199.43
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1)
SEE
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C8.2
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PAVEMENT MARKING
DETAILS.
2)
SEE
SHEET
C8.1
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PAVEMENT SECTIONS.
3)
SEE
SHEET
C8.2
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4)
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PIPE: BOLLARD DETAIL.
HEAVY DUTY PAVEMENT
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I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED S� S\ \ \
IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY \\ \
ORDINANCES AND STORM WATER DESIGN MANUAL. \ \ \ /
SIGNATURE: \
PRINTED NAME AND TITLE:
ROBERT P. BALLAND, PE
GRAPHIC SCALE
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DATE. /��+ < /i .a - - ` \ \ ` ``� �` \ \llll !
` / 60 0 30 60 120
REGISTRATIONNUMBER: NCP.E.#03159i 4K« / 1�� �.��\ �` 21,3 \ 1 \�?�`
1 Inch = 60 Feet
IF
WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON `\�\ ` ` \ ` \ \ 12-2p S �S Of
RECEIPT OF "AUTHORIZAT#ON-TQ CONSTRUCT ANY CLEARING, GRADING CONSTRUCTION /� ` IE' yS}er/� f Sto m l l
DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE \ // e ` 2 p
L� _ v/1 Groin l l l
APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH \ \ ` _ deterrr l �� dt@r
CARQLJNA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART \ / \ _'' ` ` ` \ T # ` end /�Vv�r �e a� p, UnOtj�e
OF THIS PLAN AS THE OWNER; WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION 1\ \ \ ( ` 1 �� \ S. Ae S;Z /
AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO es
TRANSFER THIS RESPONSIBILITY WITHOUT THE WWRITTEAUTHORIZATION OF NEW HANOVER COUNTY.
SIGNATURE: /�'�.�. \ / \
1 P OP0 E EMER N ��/ u I \ ° n site
\ 1 I SPILLWAY RISER STRUCTURE \ \ ��i 1 \ \ - / eXh b t ;,,
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PRINTED NAME AND TITLES %loa��S tf� !�", �T L7 jj / `\�4` FLOW PATH: ` pg. JS✓°2� / R PROPOSED OUTLET St�CTURE. / �� \ I FROM INLET PIPE TO \ O
DATE: f /�' d u ` SEE SH C8.4 F R ETAIL ss . ` ` ( p � via UTLET STRUCTURE) � 228 LF
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WIDTH OF PERMANENT
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STEEL SHEET PILING AS REQ'D�I - - / \ \ /
CB=27•21 FOR TOTAL LENGTH SHOWN. _
t l\ I IE=23 50 /d (� J ' \ \ J / \ h (CONTRACTOR MAY SUBMIT r \ _ CB 23.10' / NOTES:
1 1 I „ / JSHOP DRAWINGS TO ENGINEER \ IE 18.s7 1) SEE •SHEET C8.5 FOR STORM DRAIN SCHEDULE.
�/ \. OR ALTERNATE MATERIAL \
y i I p PROPOSED TORMWA OND �C\
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8 1
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��„ STEEL SHEET PILING AS REQ'D CITY DIIPAT �" N I t g 5 4) ALL RUNOFF FROM PROPOSED BUILDINGS SHALL BE DIRECTED TO
r l 1 \ 1 (=27.96\ ^� ,, 1 i FOR TOTAL LENGTH SHOWN. I - 'Lx17'Wx22- THK " - I `-� ON -SITE STORMWATER COLLECTION SYSTEM.
iE=22.69' \0 j f (CONTRACTOR MAY SUBMIT ( - ``'' 1�'` `� \ \
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-�+�►..�` ETC-26.73 \.\ BC-25.80
i
STORMWATER
IT POND. SEE
FOR DETAILS
WETLANDS
(TiP.)
\F�
�r
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V1r ^
V J
NOTES: o 1) SEE SHEET C8.5 FOR STORM DRAIN SCHEDULE. r ,
2) SEE SHEET C1,1 FCR GENERAL STORM SEWER NOTES.
3) SEE SHEET C8,4 FOR STORMWATER MANAGEMENT POND DETAILS.
4) ALL RUNOFF FROM PROPOSED BUILDINGS SHALL BE DIRECTED TO
ON -SITE STORYWATER COLLECTION SYSTEM. n
5) ALL OUTLET PIPES SHALL HAVE FLARED END SECTIONS. ✓~'�1
rW
W
1 HEREBY
CERTIFY THAT THIS PLAN HAS BEEN PREPARED
,N ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY
ORDINANCES A`1D STORM WATER DESIGN MANUAL
PRINTEDNA1dE AND TiTLE ROBERT P. BALLAND. PE
O
REGISMTIOMNUMBER, NC RE. k031591
WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
RECEIPT OF'ALF HORIZATION•TO-CONSTRUCT' ANY
CLEARING. GRADING, CONSTRUCTION OR
DEVELOPMENT. WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE
APPLICABLE ORDINANCES AND RULES OF NEW
V
HANOVER COUNTY, THE STATE OF NORTH
CAROLINA AND THE FEDERAL GOVERNMENT AND ITS A 3ENCIES WHICH ARE HEREBY MADE PART
OF THIS PLAN. AS THE 0 NER, WE ACCEPT FULL RESPONSIBILITY FOR THE
AND
CONSTRUCTION
OPERA, ION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO
TRANSFER HIS RESPONSIBILITY WITHOUT
� THE 4VRITTEN�iUTHORIZATION OF NEW HANOVER COUNTY,
/ �/'C'
W
S'VNATURE: �""�1
J�7 �
PRINTEDNArrE AND TITLE. X":S n / 4,le-S rX_4tG1;�p�N ../
DATE:; �%�'o
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HEET 1 OF 2
840.03
43r' NOTE: USE TYPE "E", 'IF" AND "G" GRATE
- -_ UNLESS OTHERWISE NOTED.
c� A
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PLAN
FRAME,GRATE, 8 HOOD ASS'Y
A ALIGN FRAMEu
EDGE OF WAL
FOR VERTICAL °.
WALL SECTION a'
SECTION BB
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-- �A"f-.-
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31 _3'-0" _ 3 „
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R-"
HCOD ELEVATION
FRAME, GRATE AND HOOD DETAIL
NOT TO SCALE
FORMED HOLE FOR #4 REINFORCING BAR
2' MIN. LENGTH (TYP. EA. PARKING CHOCK)
DRIVE REBAR FLUSH WITH TOP OF CHOCK.
ARD PRECAST CONCRETE PARKING CHOCK
.EL STOP
T TO SCALE
4 JOINT (8'-10' O.C.)
" DEPTH
<•;.;:• 4000 P.S.I. CONCRETE
X 6" W2.0 X W2.0 W.W.F.
MIN. 2" DEPTH
6" C.A.B.C.
��X\��\�— COMPACTED 'SUEGRADE
(95% STANDARD PROCTOR)
REINFORCED CONCRETE DETAIL
NOT TO SCALE
SF9.5A SURFACE
DURSE
" B25.0 B AGGREGATE BASE
OURSE 100% ASTM D698
COMPACTED SUBGRADE
100% ASTM D698 TO
12" DEPTH
HEAVY-DUTY PAVEMENT SECTION
NOT TO SCALE
SF9.5A SURFACE
DURSE
If B25.0 B AGGREGATE BASE
OURSE 100% ASTM D698
COMPACTED SUBGRADE
100% ASTM D698 TO
12" DEPTH
LIGHT -DUTY PAVEMENT SECTION
NOT TO SCALE
ASPHALT
4,000 PSI CONCRETE
RETE
COWPACTED SUBGRADE TO
95% STANDARD PROCTOR
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
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DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2U
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TYPE "G"-- TYPE "E" TYPE "F"
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TYPE - F
SECTION IrA--A
TYPE G r
SHEET 2 OF 2
840.03
RAD0. 1 /8"
a '
d .au 4
1/2" JOINT z 1/$" RADIUS, TYP.
SEALER DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
VARIES 3000 PSI
-(—� 1 4" PER FT. CONCRETE
4.
.d d .7
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SECTION VIEW
6" ASPHALT
e . °, a � PAVEMENT
A�
NOT TO SCALE
' "KED:
TARY SEWER
ES
IP OF
)VER
�A
BOTTOM OF
COVER
PLAN
1110 NOTES:
25 3/4"4 1. ENSURE 24" MIN. CLEAR OPENING.
2. DIMENSIONS SHOWN ARE T'TPICAL
ACTUAL DIMENSIONS MAY VARY.
3. RING & COVER CONTACT
SURFACES SHALL BE MACHINED
24 1/8" SO AS TO INSURE EVEN BEARING
�.-- 25 1/2"--� OF COVER ON RING.
35 1/2-
SECTION "A -A"
STD. MANHOLE RING AND COVER
NOT TO SCALE
FRAME, GRATE AND HOOD DETAIL
NIOT TO SCALE
00
A 1 1 8" 1 1 4"
rn
4
A I SIDE ELEVATION
10 3 4" on i
12" 1/2" GRADE 60
PLAN VIEW STEEL REINFORCEMENT
COPOLYMER
POLYPROPYLENE
PLASTIC
ELEVATION SECTION A —A
MANHOLE STEP DETAIL
NOT TO SCALE
A
B
C
D
E
< 18"
4'
5"
6"
6"
18"-24"
5'
S"
8-
8"
> 24"
6'
6"
8"
8"
AS REVID
7'
7"
8-
8"
AS REQ'D
8'
8"
8`
10"
STD. MANHOLE RING AND COVER
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GROUT
a (TYPICAL)
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6" MIN.
16"
O.C.
NON -SHRINK GROUT
-j_1
12" MAX ADJ. BRICK OR
PRECAST LEVELING RINGS
MANHOLE STEPS
AS SPECIFIED
PIPE 0-A
SLOPE 1*/FOOT
MONOLITHIC CONCRETE BASE
D
BEDDING , 6" MIN.
NOTES:
1. 5000 PSI MIN. STRENGTH CONCRETE.
2. MANHOLE SHALL BE MANUFACTURED IN
ACCORDANCE WITH ASTM C-478.
3. MANHOLES SHALL BE VACUUM TESTED IMMEDIATELY
AFTER ASSEMBLY AND PRIOR TO BACKFWNG.
4. SEWER GUARDS REQ'D IN ALL MANHOLES, UON.
STAINLESS STEEL SEWER GUARDS REQUIRED IN
MANHOLES LOCATED IN TRAFFIC AREAS.
PRECAST CONCRETE MANHOLE
NOT TO SCALE
`3"
USE ON FLAT ` GRADES 2 is
AND UNDER
EPRESSED
GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
GURM
TTER
>� LINE USE ON GRADES
12" MAX DEPRESSED
GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
8" 1
a . I
VIEW WHEN 8N 6" CURB
IS USED IN PLACE OF HOOD
aul) I E
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#4 BARS BARS -W
#4 B"U"
SECTION R-R
#4 BARS "U" i 3»
IF ,T
U
SECTION S-S
5'
PLAN
CURB AND GUTTER
WITH CATCH BASIN ON STEEP GRADES
#4 BARS "V"
EQUALLY SPACED
3"s S I-- I 6"
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WHERE 42" TO 54" PIPE IS USED.
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to
T�
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END ELEVATION
WHERE 30" TO 36" PIPE IS USED
SECTION 1 1
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ip 8" 8" --- o
= A
0
OUTLET
SECTION Y-
1/2" R 6" 18"
3" R
a
N �e
a
N
N � e
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o G LEVEL
_ 24"
PLAN
PLAN
-80
a
ca
x
CATCH BASIN
NOT TO SCALE
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
OR AS SPECIFIED BY THE APPROIATE CI/COUNTY ENGINEERING
DEPARTMENT OR THE DESIGN ENGINEER.)
24" CURB AND GUTTER
(REVERSE SLOPE)
NOT TO SCALE
GENERAL NOTES:
- MORTAR JOINTS 1/2". 1/8" THICK.
- CLASS "B" CONCRETE TO BE USED.
- THE POURING OF FLOOR SLAB TO BE
ACCOMPLISHED BY FORMING.
- DEDUCT FOR PIPE OR PIPES FROM TOTAL
CU. YDS. OF BRICK FORMING.
- ALL CATCH BASINS OVER 3'-6" IN DEPTH
SHALL BE IN ACCORDANCE NTH STD. 640.66.
- USE TYPE -E", "F", & "G" GRATE UNLESS
OTHERWISE INDICATED.
- JUMBO BRICK WALL BE PERMITTED. CONRETE
BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE
USED IN LIEU OF CLAY BRICK.
- IF REINFORCED CONCRETE PIPE IS SET IN
BASE SLAB OF BOX, ADD TO BASE AS SHOWN
ON STANDARD 840.00.
- FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL,
OVER 8'-O" IN HEIGHT USE 12" WALL TO
W-O" FROM TOP OF WALL, AND 8" WALL FOR THE
REMAINING W-0". QUANTITIES TO BE ADJUSTED
ACCORDINGLY.
1/2" R 18"
3" R 1/8" R
041
T 0'
* . • . e o
e o
7"
o e
0
24"
I�
24" CURB AND GUTTER
NOT TO SCALE
A
CONTRACTION JOINTS SKALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT
A 15 FOOT SWING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTOR SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEM ATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGI EER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION
JOINTS MAY E INSTALLED BY THE USE OF TEMPLATE'S OR FORMED BY OTHER
APPROVED M THODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DE P OF 1-1/2" SHAL BE OBTAINED. ALL., CONTRACTION JOINTS
EXCEPT IN 8 X 6" MEDIAN CURB SHALL BE FILLED WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO ALL
RIGID OBJECT .
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PEI JOBJI: 06130.PE

CLASS
I OR II
MATERIA
CONCRETF
CLASS
I, II OR I
BACKFlLL
CLASS
I OR II
BEDDING
CLASS
1 OR II
8ACKFlL
CLASS
BEDDINI
CLASS "A"
CLASS
I, II OR II
BACKFlLL
CLASS "C"
BEDDING DETAILS
NOT TO SCALE
-- 12"
RESERVED
PARKING
o s"
MAXIMUM
PENALTY 9"
$ 250
CLASS "B"
CLASS "D"
�--- 12"
VAN 9" R7-8a
ACCESSIBLE12"x6•
� L
RESERVED j
PARKING
MUTCC
- R7-8
12"x18'
MAXIMUM
PENALTY ! R7
$ 250 12"xgx9•
AVEMENT/GRASS
O
COTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, AS -PA A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3—INCH TO 4—INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE: FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE: TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB—RESIISTANT PRESSURE SENSITIVE NON —YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
7. SIGN LETTERING SHALL BE NIPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE: 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
8. CORNER (RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS CIRECTED.
HANDICAP SIGN DETAIL
NOT TO SCALE
0
w
a.
a-
R
CD
EXISTING GROUND
J
COMPACTEC BACKFILL TO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
COMPACTED BACKFILL TO
90% MODIFIED PROCTOR
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
` COMPACTED PIPE EMBEDMENT
TO 90% MODIFIED PROCTOR
\ BEDDING "CLASS B" FOR
DIP AND C-900 PVC
COMPACTED GRANULAR MATERIAL
j IF REQUIRED BY THE
ENGINEER
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
NOT TO SCALE
" VARIES "
6 —0 FLUSH W/ 6 —0
ASPHALT
SLOPE SLOPE'a d
a a
a
!4 a
HANDICAP RAMP
NOT TO SCALE
' SIDEWALKi
12:1 MAX.
AVEMENT CURB
SECTION A- A
WHEELCHAIR RAMP (DROP CURB
NOT TO SCALE
INISH CONC.
TO DOME
4" DIA. STEEL PIPE SHAPE W/
FILLED WITH CONCRETE SMOOTH FINISH.
W/ TWO COATS OF PAINT
CANOPY COLUMN
GRASS
18"X18" CONCRETE—j
CENTERLINE OF
PIPE BOLLARD
OVERHEAD CANOPY
O
° I °
° •PROP.e'CONCRETE
I
PAVING —
SET POST r• I
IN CONCRETE fj SET POST
IN CONC.
18"
ELEVATION
PIPE BOLLARD DETAIL
NOT TO SCALE
10' SKIP LINES
YELLOW OR WHITE
I 10� I r-
®—� 30
44
T MINI -SKIP LINES
YELLOW OR WHITE
1 2� I ��
®_ 3
I
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15
#NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST
WIDTH APPLIES FOR A "NORWIL' WIDTH LINE. THE SECOND
WIDTH MIRUES FOR A 'WIDE" UNE. *WIDE" UNES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER.
PAVEMENT MARKINGS
LINE TY"IES
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
STRAIGHT ARROW
12"
RIGHT OR LEFT
TURN ARROW
COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW
COMBIh•'ATION LEFT
AND RIGHT TURN ARROW
GENERAL NOTES
-ALL PAVEMENT MARKING SYM30LS SHALL BE WHITE IN COLOR
-PAVEMENT MARKING SYMBOLS SHALL. NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
PAVEMENT MAR.KiNGS
ARROW SYMBOLS
NOT TO SCALE
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PEI JOB�i: 06130.PE

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MAXIMUM LEVEL OF SEDIMENT COLLECTED -
CLEAR BASIN WHEN THIS LEVEL IS REACHED.
PAJE
5
i\
r FLOOD STORAGE
1 -
'
5' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY) -_
#57 WASHED STONE-
4.5' MAX. SEDIMENT DEPTH
BOTTOM ELEVATION - 9.00
MIN. WN.
III, I II I i) I II I II I II I II I II I II I Ii l I,, ; ,i l „I I I, I I I II I II I II I II I II (III _ I II I I, ; ,I I
I-1II I III #1 RIP RAP-
MIN.
SEDIMENT BASIN #1 DETAIL
NOT TO SCALE
= THE DISTANCE SUCH THAT POINTS B
A AND B ARE 01= EQUAL ELEVATION
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN CIN A FILTER FABRIC
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEE'
OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE—ENTERS THE CHANNEL.
4. ENSURE THAT CHANNEL APPURTENANCES, SU"H AS CULVERT ENTRANCES BELOW CHECK
DAMS, ARE NOT SUBJECT TO DAMAGE OR BL )CKAGE FROM DISPLACED STONES.
5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
STONE CHECK DAM DFAIL
NOT TO SCALE
DEWATERING CONCRETE BLOCK
O O
--------------
,u
C� Cl C7 a 0 0
�Q -
©000 q a� Qo
O o
QOQoo Q—_—�-
2:1 SLOPE,G+RA'vSE FILTER
-------------
TEMPORARY SEDIMENT WIRE SCREEN DEWATERING
POOL--_—
•:L•
1' MIN
2' MAX •;�^::=::�; — 16"
-DROP INLET
WITH GRATE
L SEDIMENT
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCT
URE ON ITS SIDE THE BOTTOM RC W TO
IN
ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW
THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLO( MKS AGAINST THE EDGE OF
THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING ZX4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE..
3. USE CLEAN GRAVEL. 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT t57
WASHED STONE IS RECOMMENDED.
INLET PROTECTION
N.T.S.
NOTE:
LOW LEVEL ORIFICE
TO BE INSTALLED
AT EL 15.00 _
-S'xe BOX RISER (EL 17.00)
W/ (2) 3e BARRELS
(INV. - 15.00 O OX SLOPE)
TOP EL 21.00
ALL OUTLET
LENGTH
PIPES SHALL HAVE
FLARED END SECTIONS
11
ilAPRONP—RAP
STORM DRAIN PIPE
PLAN
SLOPE = 0%
/> /
TAILWATER
FLOW
STORM DRAIN PIPE
` `- - - -
- -- -- ' -- - PRO
FILTER FABRIC -/ '*-- N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP -RAF' SCHEDULE:
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
72
17
18
18
2
54
18
13.5
13.5
3
2 36
12_
13.5
18
RIP -RAP APRON
NOT TO SCALE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. 2-1 2 GUAGE
I� /
'2p� DITCH
V �
NOTES:
1. THE TRAP SHALL BE CLEANED
z
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OUT WHENEVER THE SEDIMENT
REACHES 1/2 THE TOTAL
V V y Y
v V
DEPTH OF THE TRAP.
V
2.
CAATONS.
C�
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3. SEDIMENT TRAP SHALL BE REMOVED
jc
AFTER ACHIEVING A DENSE VEGETATIVE COVER
04
ISOMETRIC
VIEW
\
r/o
BOTTOM STRAND MIN. 110 GUAGE
\
.%
CARRY CUSS B STONE
UP SIDES OF SPILLWAY
5' C.D.O.T. CLASS B
MIN. E N CONTROL
STEEL OR WOOD POST
\
\
/
WASHEDTSTONE50N
UPSTREAM FACE
2
1 5' MAX.
-LOW
I
FILTER FABRIC
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN •
WIDTH AND SHALL HAVE A MINIMUM I OF 6 of FILL SLOPE
LINE WIRES W/12" STAY SPACING GROUND LINE M
�v
2. FILTER FABRIC SHALL BE A MINIMUM OF I i
36" IN WIDTH AND SHALL BE FASTENED 6" `,'
BADEQUATELY Y THE ENGINEER E WIRE AS DIRECTED MIN.
3. ST
EEL POST SHALL BE 5 0 IN HEIGHT
r
cn \ \ \
AND BE OF SELF FASTENER ANGLE O[L
STEEL TYPE p
4. WOOD POSTS SHALL BE A MINIMUM OF 6' a04
(WIRE FABRIGHT CJSH3m OR ALL BEORE IN FASTENEDTMETER
OWOODEN
fW2'MIffWt5OT LESS THAN #9 WIRE STAPLES \\ ANCHOR FILTER
FABRIC SKIRT
AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR TEMPORARY 'SILT FENCE DETAIL
NOT TO SCALE
1' VARIES WITH
FILTER FABRIC MIN. DEPTH OF DEPTH
SECTION B—B
I®
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
I LM%lM YIGYY
W MIN.
N.C.D.O.T. CLASS B
�8 " DIVERSION TO DIRECT RUNOFF FROM R/W
EROSION CONTROL
STONEF=171
SECTION VIEW
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TEMPORARY
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NOT TO SCALE
TEMPORARY SEDIMENT TRAP
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03 151
MGIN�' .,•
C8*3
LPEI JOB#: 06130.PE

POND #1 DETAILS
EMERGENCY SPILLWAY (SEE DE1
EL 1
OVERFLOW STRUCTURE (SEE DETAIL
TOP EL FORE BAY EL 15.60
100 YR. EL - 18.77 -
_ 50 YR. EL - 18.18-
3 VEGETATIVE SHELF - - _-25 YR. EL - 17.56 - VEG SHELF
- SLOPL 10 YR. EL - 18.83 _-
AROUND POND 2 YR. EL_15.74 AROUND P D -
1" RUNOFF STORAGE EL - 15.80 - 1" RUNOFF STORAGE EL - 15.60 _
_ FOREBAY POOL EL. (NWS - 14.00 PERM ENT POOL NORMAL WATER SURFACE) 14_00
3 -
�1 FOREBAY 1
3
o CREST OF LOW FLOW WEIR
BOTTOM EL FOREBAY - 7.00 POND BOTTOM EL - 7.00
FOREBAY AND STORAGE POND #1 SECTION
NOT TO SCALE
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
TOP OF RISER = 15.60
2" SCH. 40 PVC OUTLET
1" STORAGE ELEVATION = 15.60
NORMAL POOL EL. = 14.00
2 FT MIN.
�D
6" EXTENDED BASE-/
i
24" CULVERT
INV. EL.=13.00
4'x4' REINFORCED
CONCRETE BOX
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE
POND #2 DETAILS
OVERFLOW STRUCTURE (SEE DETAIL
TOP OF DAM EL. 23.0 EL 18.60
SHEET PILE
TOP EL-18.60 100 YRE + 19.31
- - - - 50 YR_. EL 18.80
3 - _-25 YRYR. EL • 18.23 - VEG SHELF -
1 -- -- 10 YR. EL • 17 70�64 1 SLtff-TYP -
- 2 YR. El- 18.78 - - AROUND POND
i" RUNOFF STORAGE EL - 17.82 _- 1" RUNOFF STORAGE E1 -+ 17.62 _-_-_-
FOREBAY POOL q. WS + 16.60 - - - PERMANENT POOL EL (NORMAL WATER SURFACE 16.80- -
1 FOREBAY #1 - -
0
1
OTT ELF - 9.00 POND BOTTOM El. + 9.00 n
POND #1 EMERGENCY SPILLWAY RISER STRUCTURE
NOT TO SCALE
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
TOP OF RISER = 19.00-\
PROPOSED
-GRADE,
PROPOSED
24" RCP
EXISTING
66" CMP
-t- +
a �I
OUTLET PIPE TO STORM INV. EL.-J
DRAIN MANHOLE (SEE DETAIL) 12.30
24" RCP CLASS III a a
INV. IN = 13.00 4
INV. OUT = 12.30
LENGTH = 92'
SLOPE = 0.8%
SOD ALL SLOPES ABO'JE PERMANENT POOL EL
6:11 SHELF BELOW PERMANENT POOL
PLANTED WITH SU7ABLE WETLAND SPECIES
3
OR VEGETATION,
_ 1 10'
,GI`I ,� I
,_�!/d lYlr��_�6� L__ _1.1,__p PERMANENT_POOL EL 14.00
-I(I- -71 7' POND
11-
POND #1 SECTIONSuiT
ANa
NOT TO SCALE ARROW ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACI•i
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24'
O.C. IN A CHECKERBOARD PATTERN.
STORM WRER NOTES:
POND #d1
1. TOTAL ON -St AREA = 6.04 AC
TOTAL OFF -St AREA = 5.03 AC
TOTAL DRAINA' AREA = 11.07 AC
2. % IMPERVIOUS RZ PROPOSED SITE = 344,995 SF / 482,209 SF = 71.5%
3. ACTUAL IMPERVICS DRAINAGE AREA FOR POND = 344,995 SF
Paved Area 40,075 SF
Building Arec= 0 SF
Sidewalk Area= 0 SF
On -Site (Out arcels) = 148,103 SF
Off -Site Area = 156,816 SF
otal = 34-4,995 SF
4. AN EMERGENCY SPIWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTEN*E EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPEL
PROPO:._..
SECTION A -A
NOT TO SCALE
PLAN
NOT TO SCALE
8'x8' REINFORCED
CONCRETE BOX
-
EXISTING
66" CMP
EXISTING 66" CMP
-EXISTING 66" CMP
EXISTING 66" CMP
(LOCATION TO BE
FIELD VERIFIED BY
y CONTRACTOR)
PROPOSED 8'X8'
RISER STRUCTURE I I EXISTING 66" CMP
(LOCATION TO BE
FIELD VERIFIED BY
INV. EL. 12.30
PROPOSED 24" RCP ,
(FROM POND #1 TOP
OUTLET STRUCTURE) NOT TO SCALE
CONTRACTOR)
FOREBAY AND STORAGE POND #2 SECTION
NOT TO SCALE
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
TOP OF RISER = 18.60
4" SCH. 40 PVC OUTLET -
1" STORAGE ELEVATION _ 17.82 0
NORMAL POOL EL. 16.60
- 10
SIDE pE . v.
O. 0
00-� 2 FT MIN.
Gi�
IDA
6" EXTENDED BASE
FILTER FABRIC
(2) 36" CULVERTS
f_ /
/ cv�
INV. EL. = 16.60
8'x8' REINFORCED
CONCRETE BOX
POND #2 OUTLET STRUCTURE SECTION
NOT TO SCALE
30.0'
6" THICK CLASS 'B' RIP -RAP -
POND #2 EMERGENCY SPILLWAY
NOT TO SCALE
STORMWATER NOTES:
POND -#Z
1. TOTAL ON -SITE AREA = 32.23 AC
TOTAL OFF -SITE AREA = 9.78 AC
TOTAL DRAINAGE AREA = 42.01 AC
2. % IMPERVIOUS FOR PROPOSED SITE = 1,405,681 SF / 1,829,956 SF = 76.8%
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 1.405,681 SF
Paved Area = 545,290 SF
Building Area = 200,231 SF
Sidewalk Area = 16,779 SF
On -Site (Out Parcels) = 302,742 SF
Off -Site Area = 340,639 SF
Total = 1,405,681 SF
4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUWPED.
EL. 21.00
OF DAM EL -
OUTLET
PIPES
(2) 36"
RCP CLASS III
INV. IN
= 16.60
INV. OUT = 16.60
LENGTH
= 36'
SLOPE
= 0.00%
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
Q PERMANENT POOL EL 16.60
n
40
1 7.6' POND
POND #2 SECTION
NOT TO SCALE -bUl I ABsr PLANTS
ARROW ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
WET DETENTION POND P ANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
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SEAL
C8*4
�PEI JOB#: 06130.PE

Line
ToLino
LineLength
Incr.Area
TotalArea
RunoffCoeff.
InletTime
TimeConc
Rnfalint
TotalFlow
CapacFull
Veloc
PipeSize
PipeSlope
Inv ElevUp
Inv ElevDn
HGLUp
HGLDn
Grnd/RimUp
Grnd/RimDn
Line ID
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
-
(cfs)
(ft/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
Outfall
60
0.49
11.12
0.95
5
11.7
6.9
120.94
232.00
4.28
72
0.30
9.18
9.00
17.82
17.77
23.10
13.00
CH TO OUTFALL
2
1
47
0.44
0.44
0.95
5
5.0
8.1
30.67
186.37
.4.34
36
7.81
12.85
9.18
18.62
18.52
24.05
23.10
C1-2 TO CH
3
1
86
0.40
1.97
0.95
5
6.6
7.8
14.63
31.99
4.66
24
2.00
10.90
9.18
18.88
18.52
23.58
23.10
CI-3 TO CI-1
4
3
72
0.39
1.57
0.95
5
6.3
7.9
11.75
31.99
3.74
24
2.00
12.34
10.90
19,36
19.17
23.95
23.58
C1-4 TO CI-3
5
4
72
0.38
1.18
0.95
5
5.8
8.0
8.93
31.99
2.84
24
2.00
13.78
12.34
19.67
19.56
24.33
23.95
C1-5 TO CI-4
6
5
68
0.42
0.80
0.95
5
5.5
8.0
6.11
10.50
3.46
18
1.00
14.46
13.78
19.97
19.74
25.04
24.33
CI-6 TO CI-5
7
6
75
0.38
0.38
0.95
5
5.0
8.1
2.94
6.28
2.40
15
0.95
15.17
14.46
20.31
20.16
25.83
25.04
CI-7 TO CI-6
8
1
98
0.20
8.22
0.95
5
11.4
7.0
74.98
106.98
4.71
54
0.30
9.47
9.18
18.66
18.52
23.30
23.10
DI-1 TO CI-1
9
8
123
0.13
8.02
0.93
5
10.9
7.0
74.09
107.86
4.66
54
0.30
9.84
9.47
19.02
18.84
23.30
23.30
DI-2 TO DI-1
10
9
110
0.52
7.89
0.88
5
10.6
7.1
73.62
107.72
4.63
54
0.30
10.17
9.84
19.34
19.19
22.95
23.30
CI-39 TO DI-2
11
10
141
0.29
7.37
0.91
5
9.9
7.2
44.66
78.40
0_
3,55
48
0.30
10.59
10.17
20.12
19.98
23.25
22.95
D1 4 TO CI-39
12
11
94
0.41
1.10
0.93
5
5.7
8.0
8.02
43.46
-
2.55
24
3.69
15.14
11.67
20.62
20.51
23.74
23.25
DI-5 TO DI-4
13
12
116
0.69
0.69
0.90
5
5.0
8.1
5.06
7.43
2.86
18
0.50
15.72
15.14
20.94
20.68
24.05
23.74
DI-6 TO DI-5
14
11
103
0.00
5.98
0.00
5
9.3
7.3
35.98
245.15
2..86
48
2.91
14.67
11.67
20.54
20.48
24.00
23.25
MH-1 TO DI-4
15
14
34
0.33
1.36
0.91
5
7.4
7.7
9.28
50.43
2.95
24
4.97
16.36
14.67
20.73
20.67
23.84
24.00
DI-7 TO MH-1
16
15
86
0.28
1.03
0.89
5
7.1
7.7
7.04
7.43
3.99
18
0.50
16.79
16.36
21.18
20.80
24.29
23.84
DI-8 TO DI-7
17
16
55
0.00
0.75
0.00
5
6.8
7.8
5.16
7.49
2.92
18
0.51
17.07
16.79
21.56
21.42
25.12
24.29
MH-2 TO DI-8
18
17
28
0.47
0.47
0,92
5
5.0
8.1
3.52
4.57
2.87
15
0.50
17.21
17.07
21.78
21.69
24.97
25.12
DI-9 TO MH-2
19
14
82
0.00
4.62
0.00
5
9.0
7.4
27.31
102.32
3.86
36
2.35
16.60
14.67
20.81
20.67
25.05
24.00
MH-3 TO MH-1
20
17
83
0.11
0.28
0.77
5
5.9
8.0
1.84
4.59
1.50
15
0.51
17.49
17.07
21.85
21.79
25.53
25.12
DI-11 TO MH-2
21
19
20
0.40
0.60
0.91
5
5.3
8.1
4.34
10.50
2.46
18
1.00
16.80
16.60
21.21
21.18
24.00
25.05
CI-8 TO MH-3
22
20
50
0.17
0.17
0.86
5
5.0
8.1
1.19
4.57
0.97
15
0.50
17.74
17.49
21.94
21.93
25.53
25.53
DI-13 TO DI-11
23
19
64
0.32
4.02
0.87
5
8.8
T4
23.45
29.00
4.78
30
0.50
16.92
16.60
21.25
21.04
24.72
25.05
DI-10 TO MH-3
24
23
74
0.03
3.70
0,73
5
8.3
7.5
17.78
47.16
2.52
36
0.50
17.29
16.92
22.09
22.04
24.98
24.72
CI-11 TO DI-10
25
24
43
0.16
2.03
0.74
5
8.0
7.5
9.60
16.18
3.06
24
0.51
17.51
17.29
22.29
22.21
24.87
24.98
CI-12 TO CI-11
26
25
82
0.39
1.87
0.70
5
7.6
7.6
8.81
15.99
2.81
24
0.50
17.92
17.51
22.65
22.52
24.48
24.87
DI-15 TO CI-12
27
26
99
0.49
1.48
0.71
5
6.8
7.8
6.86
16.07
2.18
24
0.51
18.42
17.92
22.85
22.76
24.48
24.48
DI-16 TO DI-15
28
27
60
0.29
0.99
0.59
5
6.1
7.9
4.24
15.99
1.35
24
0.50
18.72
18.42
22.95
22.93
24.44
24.48
CI-13 TO DI-16
29
28
111
0.70
0.70
0.52
5
5.0
8.1
2.97
7.46
1.68
18
0.50
19.28
18.72
23.06
22.97
25.00
24.44
CI-14 TO CI-13
30
24
52
0.14
1.64
0.81
5
7.1
7.7
8.30
15.99
2.64
24
0.50
17.55
17.29
22.28
22.21
27.21
24.98
CH TO CI-11
31
30
48
0.29
0.29
0.72
5
5.0
8.1
1.70
4.57
1.39
15
0.50
17.79
17.55
22.53
22.50
26.92
27.21
DI-17 TO CI-15
32
30
79
0.12
1.21
0.84
5
6.7
7.8
5.87
7.47
3.32
18
0.51
17.95
17.55
22.66
22.42
27.65
27.21
CI-16 TO CI-15
33
32
75
0.48
1.09
0.38
5
6.3
7.9
5.14
7.47
2.91
18
0.51
18.33
17.95
22.97
22.79
28.16
27.65
CI-17 TO CI-16
34
33
78
0.23
0.23
0.65
5
5.0
8.1
1.22
4.57
15
0.50
18.72
18.33
23.31
23.28
28.60
28.16
CI-18 TO CI-17
35
23
96
0.00
0.00
0.00
5
5.0
0.0
3.82
4.57
`r0.99
15
0.50
17.40
16.92
22.32
21.99
26.00
24.72
DI-18 TO DI-10
36
21
24
0.20
0.20
0.87
5
5.0
8.1
1.42
4.57
��3.11
1.16
15
0.50
16.92
16.80
21.44
21.43
24.00
24.00
C1-9 TO CI-8
37
33
8
0.14
0.38
0.82
5
5.8
8.0
2.56
4.57
2.09
15
1 0.50
18.37
18.33
23.24
23.23
26.90
28,16
CI-19 TO CI-17
38
37
68
M `0.24
0.24
0.86
5
5.0
T 8.1
1.68
4.57
1 37
15
0.50
18.71
18.37
23.43
1 23.38
26.59
26.90
CI-20 TO CI-19
STORM DRAIN SCHEDULE
NORTH UNES
Line
ToLine
LineLength
Incr.Area
TotalArea
RunoffCoeff.
InletTime
TimeConc
Rnfallnt
TotalFlow
CapacFull
Veloc
PipeSize
PipeSlope
Inv ElevUp
Inv ElevDn
HGLUp
HGLDn
Grnd/RimUp
Grnd/RimDn
Line ID
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
Outfall
47
0.84
8.30
0.95
5
11.8
5.2
36.17
47.66
5.12
36
0.51
12.24
12.00
17.91
17.77
24.62
22.00
I-21 TO OUTFALL
2
1
71
0.09
0.73
0.95
5
6.0
6.3
4.25
7.48
2.40
18
0.51
12.60
12.24
19.26
19.14
25.00
24.62
CI-22 TO CI-21
3
2
56
0.19
0.64
0.95
5
5.7
6.4
3.75
4.57
3.06
15
0.50
12.88
12.60
19.49
19.30
25.29
25.00
CI-23 TO CI-22
4
3
93
0.45
0.45
0.90
5
5.0
6.6
2.67
4.59
2.18
15
0.51
13.35
12.88
19.94
19.78
26.58
25.29
DI-18 TO CI-23
5
1
97
0.11
6,73
0.92
5
11.4
5.3
28.87
94.32
4.08
36
2.00
14.18
12,24
19.15
18.97
24.88
24.62
CI-24 TO CI-21
6
5
72
0.11
662
0.95
5
11.1
5.3
28.59
47.16
4.05
36
0.50
14.54
14.18
19.42
19.29
25.06
24.88
CI-25 TO CI-24
7
6
93
0.24
0.24
0.92
5
5.0
6.6
1.46
4.59
1.19
15
0.51
15.01
14,54
20.12
20.08
26.43
25.06
DI-19 TO CI-25
8
6
75
0.35
6.27
0.74
5
10.9
5.3
27.05
29.19
5.51
30
0.51
14.92
14.54
20.17
19.84
25.46
25,06
CI-26 TO CI-25
9
8
187
0.23
5,92
0.58
5
10.3
5.4
26.12
29.08
5.32
30
0.50
15.86
14.92
21.66
20.90
27.15
25.46
CI-27 TO CI-26
10
9
155
0.26
5.69
0.65
5
9.9
5.5
25.78
29.09
5.25
30
0.50
16.64
15.86
22.50
21.89
27.27
27.15
CI-28 TO CI-27
11
10
118
0.30
2.37
0.73
5
9.3
5.6
10.23
15.99
3.26
24
0.50
17.23
16.64
23.65
23,41
28.16
27.27
CI-29 TO CI-28
12
11
66
0 15
2.07
0.76
5
8.9
5.7
9.11
15.99
2.90
24
0.50
17.56
17.23
23.88
23.77
28.23
28.16
CI-30 TO CI-29
13
12
41
039
1.92
0.70
5
8.7
5.7
8.53
16.19
2.71
24
0.51
17.77
17.56
24.02
23.96
27.91
28.23
CI-31 TO CI-30
14
10
34
0 ?4
3.06
0.80
5
8.9
5.7
15.27
22,62
4.86
24
1.00
16.98
16.64
23.36
23.21
27.28
27.27
CI-33 TO CI-28
15
13
106
0.'3
1.27
0.52
5
8.1
5.9
5.64
7.43
3.19
18
0.50
18.30
17.77
24.49
24.18
28.45
27.91
CI-34 TO CI-31
16
14
116
0 51
2.72
0.89
5
8.5
5.8
13.92
22.62
4.43
24
1.00
18.14
16.98
24.05
23,61
26.98
27,28
DI-20 TO CI-33
17
15
70
C 37
1.14
0.83
5
7.8
5.9
5.31
7.43
3.01
18
0.50
18.65
18.30
24.89
24.71
28.09
28.45
DI-21 TO CI-34
18
16
100
0 '3
0.36
0.86
5
7.1
6.1
1.92
16.60
1.08
18
2.50
20.64
18.14
24.83
24.79
27.76
26.98
CI-35 TO DI-20
19
17
118
0 40
0.77
0.82
5
7.1
6.1
3.57
4.57
2.91
15
0.50
19.24
18.65
25.39
25.03
28.29
28.09
DI-22 TO DI-21
20
18
10
0.00
0.23
0.00
0
6.9
6.1
1.24
9.13
W 1.01
15
2.00
20.84
20.64
24.86
24.86
28.05
27.76
MH-5 TO CI-35
21
19
76
C :.4
0,37
0.80
5
6.2
6.3
1.64
4.57
1.34
15
0.50
19.62
19.24
25.61
25.56
27.80
28.29
CI-36 TO DI-22
22
20
28
C 1 1
0.11
0.81
5
5.0
6.6
0.59
9.13
0.48
15
2.00
21.40
20.84
24.89
24.89
27.20
28.05
CI-37 TO MH-5
23
21
27
0 10
0.33
0.75
5
5.8
6.4
1.46
4.65
1.19
15
0.52
19.76
19.62
25.64
25.63
27.80
27.80
CI-38 TO CI-36
24
23
42
3.23
0.23
0.67
5
5.0
6.6
1.02
4.57
0.83
15
0.50
19.97
19.76
25.69
25.68
28.29
27.80
DI-23 TO CI-38
25
16
86
0.37
1,85
0.93
5
6.9
6.1
10.05
15.99
3.20
24
0.50
18.57
18.14
24.82
24.65
25.77
26.98
DI-24 TO DI-20
26
25
87
0.42
1.48
0.87
5
6.3
6.3
8.12
16,08
2.58
24
0.51
19.01
18.57
25.07
24.96
25.59
25.77
DI-25 TO DI-24
27
26
87
0.43
1.06
0.89
5
5.9
6.4
5.93
7.47
3.35
18
0.51
19.45
19.01
25.50
25.23
26.36
25.59
DI-26 TO DI-25
28
27
154
3.63
0.63
0.87
5
5.0
6.6
3.62
4.57
2.95
15
0.50
20.22
19.45
26.11
25.63
27.37
26.36
DI-27 TO DI-26
29
13
93
0.26
0.26
0,95
5
5.0
6.6
1.63
4.57
1.33
15
0.50
18.31
17.84
24.33
24.27
27.37
27.91
BP TO CI-31
70
0 12
0.12
0.95
1 5
5.0
6.6
0.75
4.57
0.61
15
0.50
21.65
21.30 A
24.90
24.89
0.00
28.05
BP TO N P H-5
30
20
STORM DRAIN SCHEDULE
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