NCC231857_Site Plan or Location Map_20230614

DocuSign Envelope ID:579556BD-CC40.4B68-B2CA-F63150A6508C
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'��.�,1, HOPE COLLECTOR DIMENSIONS �� _ _�.� 21 -- -- ��-_ \ ,c.. Z
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NOTES B 24 E 893658.92' / 21f4 - � �t - � I 1 1 1
1.MAINTAIN POSITIVE DRAINAGE UNTIL OURET OF PIPE. l ELEV.:2,112.9' -P-- --- , 1 1 (]YP.) Nii, /� OBA_9n W Ct
N/F 1 1 NAD83(2011) / -- 7., 'Y 'c2'O
ANDREW W.&D£BORAH L R/GDON I 1 27�-- - \ \
PERFORATED COLLECTION PIPE 6597-30-5652 0
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ZONING:RESIDENTIAL(R2) ' I ® 2114J. DISTURBANCE --\ \\ T \\ LOCATIONVI
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l BY CRY OF BREVARD 1 / /f/ ?773 /\ \ 1 O �VQ^
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COMPACTED
of N/F 1 / Ir N� CV Vi V/ NV Ji Ji CIO \J' J' J/ 1 J/ L -,.. / `
JOHN D.&R£B£CCA A.GREENE A / \ \ \ \ 00 L
8597-30-5521 r/�/ 9%A6'GOAL \ 'I Vr V/ \. J/ J/\ I \ \ \ u LLJ E.
D.B.56,PG.480 STORAGE AREA `; \ I \ \ C])
2 CURB DETAIL(TVP.) DETAIL PRO SSBY I ZONING:RESIDENTIAL(R2) I I / \ \ O U Vz m
GEO SURFACESSOUTHE43TINC. 1''
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SCALE: 1-1/2'=1'-0" 150 WVER PAZ'crr-MOOaESVILIF,Nczau7 BY CRY OF BREVARD 1 TURF SOCCER FIELD \ .I, .I, \
`w `I' J' J' TOTAL AREA:83,610 SF �' I N _
I I 360'X 230'TURF DIMENSIONS .Ir \\ .w yr yr t' \ \ ¢ L.1� F3"
- UMITOF�I J' l' 'fr 330'X 210'FIELD DIMENSIONS V IV A N A o CO -I___ E
/ I DISTURBANCE
PIPE PR I W N \ \ \ \
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N/F \ APPROX.EXTENT OF HOPE GRAIN PIPE V J J/ J' -PIPE II // \
27 2120 8597-30-5402 \\ FUTUIXPRE SKATE
9qN PARK '� J SEE DETAILTHIS SHEET 'e\\
EilD.B. 1040C.PG. 187 J/ V/ \.V V / _3 \ \ \
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BY CRY OF BREVARO l \"7- \
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PROPOSED GRADE 1\1 0 `PIPEX CULVERT
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�y TOE%.CULVERT- €
O EX/STING -TOP OF TURF g�^f / Jr J/ J/ W w+ L (' SEE PROFILE'B'THIS SHEET\ \ O c
211 PIPEMS GRADE 1111_ 2115 1VI 11 Jr Jr ' Vr \Vr J' _ \ 2
SJ.OUNITHDPE®0fi0% 111111�m� I J \r `� w w� \ \ \
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217r COLLECTION PIPE 2170 / / / J/ W W J/ W W W .r .r J' I J/ L \ N.
OF00 OF 1 r0 ' 21 230' \ \ \ 0\9
STATION 11 .1r J' J' J' Jr\ J/ \ q,n n n n
( � w w w w \ \ mP;O \\ DRAINAGE PLAN NOTES: m m m
SW'A'PROFILE VIEW 1 '1 V l M I v v o s 1 1
w w w w w Jr Jr J' J/ \ \O 1. SUBGRADE WILL BE SHAPED AND COMPACTED TO 95%DENSITY WITH A05%SLOPE 3 3
\ 5'_ N (4.)TO ALLOW FOR DRAINAGE
H.SCALE 1"=30' ' / 1 81 CONCRETE CURB dr J, ., I [ \ \ �- \ N .n a a
N i\ W W W `1' `Ir Jr �PRWND PERIMETER / t.PICNIC \ \ '4 �p j 2. CONCRETE CURB AND NAILER TO BE INSTALLED AROUND PERIMETER FOR TURF R m
V.SCALE:1"=5' RYAN E&ANCEIA J.DAY ° \ OF FIELD I I I �� ATTACHMENT.IN ALL CASES THE NAILER AND STONE ARE AT THE SAME ELEVATION.
8587-30-4382 1 - ,l 'V W .V ' Jr J' Jr J' `I' LIMIT OF I \ \ \ es
-0+25 0 I I 00 1 r0 D.B.914,PG.600 1 \ I DISTURBANCE \ \ \ iU 3. AGEOTEXTILE FABRIC OR IMPERMEABLE LINER WILL BE PLACES OVER SUBGRADE.
21 2120 ZONING.RESIDENTIAL(R2) 1 w EX CONCRETE < I \ .V .V J' .L \ \ \
PIPE 11 BY CITY OF BREYMD h SKATEPARK ..�\ J NI' J' J' CEO
I \ I- 4. COMPOSITE DRAINS WILL DRAIN TO A PERIMETER COLLECTOR WHICH WILL CONNECT 5
1111111111111111111111111111 21.0 LFOF 12'HOPE®0.1451 / / I • J' J. V' V' J' J' J' J' 1 \ \+ TO THE EXISTING DRAINAGE SYSTEM
1111111111111111111111111111-I- .Ir J% J' J/ J' J' //J/ W J/ I \ AG\. 5. SPORTS TURF WILL BE INSTALLED OVER STONE BASE WITH THE INFILL LEVEL BEING
W PROPOSED GRPDE I J. \ `li. FLUSH Ti THE OP OF THE CURB.
- ' -TOP OF TURF L \ \
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a 211 PIPE MS GRADE 2115 LIMIT OF- j .I' J' 'I' Co--- `I' J' \ /
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- \ PROJECT NOTES: �,
1111111111111111111111111111��a's� -- 1 I • a I II1 4PIPEM3 J' J/ J/ Jr Jr Jr J/ Jr Jr `Ur PIPE Xb \ 1
IIIIIIIIIIIIIIIIIIIIIIIIIII1t- I- -- N I \ 1. )//. 1•�fi'PERFORATEO RIPE
DRRATEDAIN
\ \ OWNER
1111111111111111111111111111� -y i I 1 HDPE DRAIN PIPE Jr \r Jr Jr Jr Jr Jr Jr Jr Jr HDPE DRNN PIPE \ \ CM of Brevard
277r 2170 I •,�� ♦ - 2118 / J r ® 95W Man Street
OWO 0050 110 / / I \ 1------,115=�. w Jr Jr J' Jr 9X46GOAL Brevard NC26712
STATION EX.ROCK DITCH \ -- 1� I -- J'\���`
STORAGE AREA \/' Mcltrc / \n4 ENGINEER
SW'B'PROFILE VIEW , �J ` - 211 a I w � __ 2�3 ,"hEcnlEctSEeel�28801�'�� JrW pc(G3'���--� \ H N COIJNTRY
/E ♦ \\c-Ti o ' -'2- 1 !® --2i' J, Ir---•I, ---�--be Flu eLOPE /r �\I an II'Nutt carol ne �7 E N G I N E E R I N G
EX ROCK \ ✓✓�,ll�, J( 1
H.SCALE:1"=30' N I \/ 1 BORDER(TW) 13 2114' \ T'.828.230A671
1
V.SCALE:1"=5' LEAH S.&SEAN T.BARRIE � 2119 J Contact Michael R.Goforth,PE
8597 JO-4262 o `f - b:1 FILL SLOPE♦ / \\ Ema I.mgofadh(]hcepc net
D.B.785.PC. 757 (•,b �. •'�■_ _ 2112-� - _ \�;/ \'.. 1 property located ntlleCty ofBrevard in Transylvania County,North Carolina.Property addreav is HI HCOUNTRY ENGINEERINGP.C.
G P.
\ 824 EWSIa Road Brevad NC 28]12
ZONING:
cmYOFEVARDENRAL(D�) 1 / ,2-r I. _a° a a■- -- z17a_ 4 111 E.CHESTNUT STREET
�, y`� ,� --0--- Y I ' 1 � .. - _ 2.PIN Number.859]30-8043 ASHEVILLE, 28801
■
NORTH CAROLINA
' �-�\ - DX - - - . - 3.Zoning:Institutional CampusHU)ByClVofDroved. T:828.230.4511
4AVEL -L j --CONCRETE EX WOODEN LIMIT OF \
1
T PAD FX ASPH2 BOL(AROS(]YP.) DISTURBANCE I' 4.Deed Book:400 and Page 242. F:828.348.5040
-\L" h _ �r"EL
-_ 1 ---_-. _ _ 5.Proposed use is for soccer field improvements NC FIRMNO.:C-3347
-- I
6.Project Coordinates:35260152°N 82.705709°W a""Buy.
N - 7.The receiving water course for Ms project is a Unnamed Trbulary to the Davidson River.At the t1ltrlt tl I 000m
confluence,The Davidson River Stream Index 6.34.)21)se ClassB wafer asdessfied by \svv 1Iy7Q'�'
"'. NCDED. \ .�N C AMJ.y/ Gasew
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1 !'� -- ---- ! \ 8 Total tract contains over*2049 acres/disturbed area+255 acres Total new impervious area --<29 y,y
--- - I.., 00.02 acres(0.1%). _ SEAL 1
BMfi FIR FLUSH ----- -_-__ _ - 047761
N.570,163.43' 9.Boundary Topographical information obtained from survey by Cody L.Petit,PLS I L-6345 of Petit _
N/F E B93,700.53' --_ CPHALT Land Survey ng PLLC and dated January191h 2023. ';FN �;'
SIEMER A.&BROOKE S.COX ' -- --- 2'xE PA;P '%� G I NF.•, �\
8597-30-4142 1 : - 1 ELEV.:
(zt)11) --- 1o.Colour larvalshod. ,9C e GAP:
D.B.916.PG.56 r�"iillllr D r�rl�xxx���
ZONING:RESIDENTIAL(R2) 1 11.This properly is shown on F LR M.panel number 3700986400K,dated November'Tth,2017 and is 6/13/2023
BY CITY OF BREVARD I
2711 not located lh pe A od hazard zone 7("or"AE.
\,- 12.The Iocxt fundergroundtilitiesshownsapproxmatebasedonsurfacefieldevdenceand SOCCER FIELD IMPROVEMENTS
.4 ---- ----______ -- companies should be contacted for venficaeon or of SHEET TITLE:
- 2// _\ --------_____- ------ -- _ _ tinformation
atoms pror hot any tilycomy sakes no ceNficatan as completeness
lotlrow
° P SITE GRADING &
-_ 1 - 2709_ '� PIPE TABLE 13 The contractor shaueerythe nvertelevawnsofall d g to dsantary sew.strucmres
- --- [�� / = pror to commencement of storm and sanitary sewer construction
-7 '--:- / PIPE LENGTH SLOPE STORMWATER PLAN
- 270#�`---_ --- \ PIPE# MATERIAL INV.UP INV.DN 14.Contractor shall notify the engineer and owner/developer of any information found in the field that is
IF YOU DIG --� y. le"cMP � 110 t -,�� DIAMETER (LE) (%) d�6erent from wham shown on these deign plans.
NORTH CAROLINA I V LIP:UNKNOWN - ��2ll0� !_ 1 12 267 050% HDPE 211157 2,11142
® CALL US FIRST! 1 ON:2,107 8' � 30' 15' 0 30' 60' 90' PROJECT NO. SHEET NO.
EX DRAINAGE- �1110 -
811 DITCH(rrP) ����� 2 12 22.9 1.16% HDPE 2,111.83 2,111.57 TYS0�1
N.C.ONE CALL CENTER I 5 12 53 0.50% HDPE 2,111.77 2,111.50
ITS THE LAW! AI:5,438.Fe30ss � 6 12 21 0.74% HDPE 2,111.92 2,111.77 DATE: C_2
N/F N:569,43B.9rGRAPHIC SCALE
••••�� _ r �.,,B.,:,:,:B. I SCALE 1"=30' ISSUE No 6.1 2023 of 4