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C3.1 EROSION CONTROL DETAILS
C3.2 EROSION CONTROL DETAILS 2
C3.3 NCGO1
C4.0 GRADING PLAN
C5.0 LANTANNA AVENUE PLAN & PROFILE PROJECT NO.:2024.O8
C5.1 LANTANNA AVENUE PLAN & PROFILE 2 SCALE: NOT TO SCALE
C5.2 ZINNIA PLACE PLAN & PROFILE DRAWN BY:KTL
C5.3 ZINNIA PLACE PLAN & PROFILE 2 CHECKED BY:MSL
C6.0 STORM WATER PLAN
C7.0 WATERLINE DETAILS & SPECIFICATIONS DATE:08n zrzo24
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SITE DATA: <1L,WE,
1.JURISDICTION:
TYRO SON COUN 5 RQ.D LA THAM-WALTERS
PARCEL ID COUNTY,N00 27127 -\
PARCEL PIN:6704-0000006 ENGINEERING,INC
PARCEL PIN:670403-00-8755 �/ J
DEED BOOK 2428/PAGE 0450 C.S. 5� N.C.CORP.LIC.C-1815
2.PURPOSE STATEMENT:
9,c - 16507-A NORTHCROSS DRIVE
PROPOSED 42 LOT SUBDIVISION . QS SITE HUNTERSVILLE,N.C.28078
SINGLE FAMILY DEVELOPMENT CO C� CO`O FAX: [phone]
3.ZONING:
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PRIOPOED ZONING:RA(NO CHANGE) TwF4VF CPKSb c`SFp �2'pp \11111111/
4.SITE ACREAGE: ST�QTEkS �` .`\�N GARp
EX.WA SITE ACRES:t41.83 ACRES SRC ? ()Q•QpF ESS/�,•.[Y',j_
WATER SURFACE AREA:t0.04 ACRES I�y�• ~= ,
EX.SITE AREA FOR STORM WATER CALCS:t41.79 AC. - SEAL _
PARCEL:1803400000009 VICINITY MAP 17646p�
5.WATERSHED DATA: C
PIN:6]04-0EL FRIT9 SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED DISTRICT. -.-',,•••f g4U0,-;°,F`
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352\PG24488 g 6.SITE COVERAGE: '',r iSs,
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EX ZONING:RA1 MAXIMUM IMPERVIOUS AREA PERMITTED:24% /' "1,LI S.
HOUSE PAD AREA:92.83 ACRES=6.77%
PAVEMENT AREA:t2.61 ACRES=6.25%(INCLUDES ROADS&DRIVEWAYS)
TOTAL ADDITIONAL MISC.IMPERVIOUS=21,000 SF=0.48 ACRES(42 LOTS @ 500 SF)=1.15% NOT
OPEN SPACE t35 87 ACRES=85.83%(41.83 MINUS 0.04 AC SURFACE WATER&5.92 AC IMP AREA)
•,., ; ,•, PARCEL TOTAL:*41.79 ACRES=100.00% ISSUED FOR
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.......... TOTAL IMPERVIOUS AREA:t5.92 ACRES=14.17% CONSTRUCTION
` IMPERVIOUS CALCULATIONS ASSUME 2,940 SF OF BUILDING
PAD&1647.81 SF OF DRIVEWAY AREAS,&500 SF FOR A TOTAL
ALLOTMENT OF*5,087 SF IMPERVIOUS COVERAGE PER LOT.ACTUAL
I I ALLOTMENTS MAY VARY PER FINAL ENGINEERING,BUT TOTAL IMPERVIOUS
6.al SHALL NOT EXCEED 24%.
1e PROJECT TO REMAIN AS LOW DENSITY WITH NO MORE THAN 2 DU/AC.
�� 73840 SF+/- 7.BUILDING DATA: WILD HORESES
g 78938 SF+/- MAX.BUILDING PAD SIZE:*2.940 S.F.(670'X42')
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CONSTRUCTION SEQUENCE NOTES: \\\ -(/„/ I ( /) / 1 \I- \-\- tom- -71` 111 II j•- I"y 1--� NN\111� //,l/f/,--_,'__-\ \\`�\ f\`\,\ \\ ~\ ,\ "NOT\
1.RECEIVE APPROVALS FROM NCDEQ. ) \ \, I / I' n --\ I ,J_--\ \I\`i Y \-� \I\J/I/ //// /` '�' ,_ / \ \L- ISSUED FOR
\ �� I I / /1 -SILT FENCE(TYP)^ I -�\\ _ /I�;I - �- SKIMME• \/ !� /// -- `\\\11 7�/ \\\` `\ \ \
2.NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING •\\\ \\ ( \ I /I \�V \n \`),t, �111101*IF I//� - e SIN3* �/1 // . / ---\\ I( /!7/- I \` ` CONSTRUCTION
/ \ ::See I \ / /r ✓`I�( ,\\� \` ` l �\
ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. \\ \\\ ti I // / 1 / /- -i\ I\ _ I'-\ ,),`\1\ 0,-,, , ,-I, / /-^\\ \ ••,, /I I,/ / ,- \\I)� "`I ^ L\\ \\ \\ \..,,,
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3.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. \\ \\ I\ / / I i - l\ \ J I \\ I L,,
\ �\ \\ _I l ( I� -C� _\'�� 1) \ r_e�-i�? I // /' \\1 \-\\L\\I l\\ \1 \ 1\ \ \\ �\ t z 1 GENERAL NOTES:
\\ \ _ i�q-- \ \/,,,� \ \ I „ \ I I /1 / ,, - \\ \ \( 1 / \ \ \ \ ` \ 1.PROJECT ACREAGE:t41.6 ACRES
4.CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF EROSION \\\\ \\ Yam./ f,s \ o "e11111R 11-�' ........- l/ _\`` "- 9, I /' \\ 1 \ y\„/If/J/.( \`•\1 Vll 11 I\�\ \ 1 `\ ---
CONTROL DEVICES. \ \ \\ \ E �.:::11:-::::^.:: 1. '-% *"l \``
\ 7� L/ - -1 \ \ LATITUDE 36.027346 LONGITUDE-80.273866
/ / \\ \ \- \Ij�i� ".:^'e1 °::::'°`Red �1 I\- �\ \ - -� // \\ \ \- \ 1/ 1 \ \)/M) 5% "I1_- \ \ \ 2.DISTURBED AREA=t21.21 ACRES
S.INSTALL PERIMETER SILT FENCING I \ \ - \/ . \I\111151 :e9 A I II \ \ \� Y/ -;�1T- \• \ V`��'}-`r� / 111 �`) \ I1\-j )7)Ii, /\�\\\ \\ '\\ \\ \ \
rv) ` / / / } -<�- I ,,, ) \ \ \ 3.SEE SHEETS C3.3-C3.5 FOR EROSION CONTROL DETAILS.
6.INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN. \ \ \ - . \ --r+- -73 ` \`I`1 i • / i \\\ \ -I\ - I\ \), S°(_�)\, \ - \ \ \ WILD HORESES
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\\ V /' / - 1�{ 1 I// 1\ O J ��A�`�/��7/� / \\ \ \ ` \ \ 4.THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
].INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. / \\ Y '11- JI pI/ \ ,� /� ) I-°\ \ \ <7 DEVELOPMENT,LLC
�I /� r - .i6�i 1 / /� _ \\ \ \\ \ r / - �' '{1��J / /` \ I\ `\` \G/-// '^ - ` \ \ \ \\ CONDITIONS.ADDITIONALSMEASURESMEASUREST FUNCTION REQUIRED
III�� `�-. v- • , \ / ^1 \\ / / -y-.\\ \ \ 7 ` \ 1 \ \ \ ���/ IF THE PROPOSED CAN NOT AS
8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL / / -�I 1 / 7 )\ , - ! ` 3S \ \ \ /.,1 \
MEASURES ONCE INSTALLED. { I) / \ I - �+�\\1 ( / I / / l -/7 r I / / 'C \, I/- c `',• \ S
\ � ) / \ \ �--' \ l� INTENDED.
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II v-' �� / 1 / / ---- v 3�` 1 v- / A AV A` V l✓��- A A ` A 7 - 3409 UNION GROVE ROAD,
J r i i \\ \ \ 5.TOPO&BOUNDARY PROVIDED BY:
9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE. I ill\( / SEDIMENT BA31N\ _ I 11 �1 - \� - / ^'� \ \\\ / I` \\\\ - WINSTON-SALEM,NC 27127
_ I - J I \\ -�L 1 \ \\ ` COEFORESTRY&SUROVIDE
` !-'�/ WITH SK MMERI /
10.COMMENCE GRADING OPERATIONS FOR STREET AND LOTS. 1 \\\-- /J- -_/ `-\ �w / I I/ 1, 1 :
-\ -\ S /` -, ` \ \\\\ \ (-^�\\\- \\ \ ` P.O.BOX 36 PHONE:[phone]
1 / \ \\ I '/ 1 1 ��� ��// � / ( ' \.\\ \ \1���' �( l - ) \\yam \ \\ l - WALLBURG,NC 27373
q�•� 1 P-'/' v _-1(, .i / 1 A i----' ,- '1-'>'-- /"•i��°,) -i u,_� AA) )1v " 1 `v v v v -� JUSTINSILYPROPERTIES.COM
11.MULCHEDONCE GRADING ROUGH ATIONSOPERATIONSEROSION COMPLETE,SITE IS TOURES BE SEEDED AND
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PER SPECIFICATIONS. CONTROL MEASURES ARE TO REMAIN \'�\Q __ � / i ';I/ /f� 1♦♦`y \\\ /�^-- \' ��\
INTACT FOR HOME CONSTRUCTION. `Y\ \°°\-J L \I 1 / / \/ 1 /l 1 °ar r� -_ _ \1\ \ _JI \\ -✓//. / /34 _ 1 I`I I\\\\\\1.^ \-- \\-\_- \\\ `\\ \
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12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON ` -V -- _N40°2Q45"W 1241' �.-- ii -/-L, j L-__� v\ V \� \J_ / I� I\�_-� A A v`�A ��,��- ' A -
INDIVIDUAL LOTS.BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION
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ENTRANCES AS PER DETAILS ON SHEETS C3.0&C3.I AS NEEDED TO ENSURE NO ") \\� \ _l- 'r--) I /1 I-II\ / f" 1/_�`I/� j '}1\ \ 1L 1 --S- - \ ^/ I ' 1 \ _ --UtRiON�ITCH ` \ \ -\\\\\--\
OFF SITE SEDIMENTATION ` \\` A -� I/!\ / i(l 1111�� 1 / I I \�1 \ `-- _�� ,\I1I( �' \\\ �` \\`-\\ -
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13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE \ 1\ `^, -\ ^ ��{- 1 I .,,\ ,f_- 1 I / i ` ` ` \\\\
\, A 0 -V / / A yy-1 /' I v 1 - _ j - I J' > v A A- V A A I \ A A A
GRADING AND HOME BUILDING. -- \\- /, , / / / 1 �` dl I k. L-� -v---y- �� 35 / / 1 \ l \ ` \ 1 \ -50 5�REAMI \\`\\
-` v AV/ N4 i-1 ' ,11^ / I�: - .- vv - 1.. / / 1-i / v ( I I ) / / I BUFFER \ V ' LEGEND
14.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY 0 \ \ , / I\-1 m _L _ I- ` --�1\ 4-\ `� - - I - /•-J \ \ \ \ \I ` \ l / J I / / /\ I /'\
AREAS ARE STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL. "� // \ l Y , I ( /I1 -1 r 1 r _ _ A I 'I`\ 0�1 T /1 I X.CREEKr •4,-.. -4-...4,-.
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I I \ \, ) TO � ...��\\ / \ _ -1 ���41 \\ i � \K/ \��• r� ' � ,/ �/ /, /'/ / v \ 1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY
III I -/ y-7-y - \ - - -- I I\I\{ '( \ �i f / , // - SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5INCHES
• I I / >\ '2 \ 7 /- --- \\ - 1 I }� emu- L---J 1 rr • y- \ \ OF PRECIPITATION DURING ANY 24-HOUR PERIOD.ALL SEDIMENT CONTROL FEATURES
-1\ I I' / Ry3� \ �` / / / / 14�- \ \ \ \ / \\ I ) __ \ z l�v//v //- r- -J 1 SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
\A\I / / \ I A _____ / / / �\- 4 \ \\ \ (\ A \ \ \ IyI' \ \\\ 1 \ I - \\ 1 / / / /' / 1 2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
-_--=\ I I I / \\ Q-1 \,�' e�1I TS40F - \ \ \ N.\ \ \ 1 \ ) 11 \\i - _ C \ \�\1 " /� /r / / / / // \ 1 OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
=.1\I I / \Y N �./- _ DISTURBANCE(T1'P) >\ WASHOUT ) \ )I\ \A \ \ �\ �/ /_ II / , / I CEASED,IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SW.C2.1
__ - / / \/ / --- \ \ T }- ~ , \ \ \•\\\.��- \ -//' I /_ /_ / J I 3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN STORAGE
/ \ \ 7 7- -\ �� \ \ \ -c __ ' +\�.g/, -/ //\ /� / / -\ - ' �\ \ 1� \ \\ \\ �_-\( + ,v -- I-7 -7 -� ' I CAPACITY REACHES 50%.GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE
J 1 / / / - \\\) I �� `A \ \ �. -��-\ /7/ \ �1 /6 �♦ -�'`y+ / / -, 7 I SEDIMENT POOL NO LONGER DRAINS PROPERLY.
7. \ / / -- ,1I\ \ 1 I /, 71 l 1 1 / / I REVISIONS
\^\�// \\\ ( ..,,- /�\ \/ / j 3` 1 31�r)1 r� J i- \ \ 1 \ A\\\%��-I(II��) \\\�, 'I'p. /- v / / / r / I 4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES _
\ \\\ i `\�/ , �/�^^ __ _ I / //\/ / /- -▪\\ \II/ I::1 'I.... TABILIZEDT,oN \ 1 \ _ \ I,Ib�I 23' ( I \1 11/Y_ --42 ?1/ I 1 '__/ / I APPROXIMATELY O.5 DEEPAT THE FENCE.THE SILT FENCE WILLBE REPAIREDAS
\- _---/ _'�\\ \I ,- `^�-r ��� �///Sy0 254E fi53.63' '\\ SIT--` - I I• - \ \ NTRANCE(TYPr, \-\\�\ - Icy _L��) \II\\\r�' , /- =•�0 1-{ I �r--�- r NECESSARY TO MAINTAIN ABARRIER.
\ - 1 / O • '( NTRANCE(TYP) ) \ ...""+++`�PFF•••==_' I J $ °28'1 E 124.",' l
\ 1 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
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OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
-_ , K 1 i I 3\ i-- / / / / 1` I I I / / / 1 PIN:670403-00-0229 \ \ S40 o6'9,7'E 28�.7' // // / / DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL DEVICES MAY BE
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WATSON CLAVTON MITCHELL ' EX ZONING:RA1 LISSY JOSEPH CHARLES ET PIN:6703-01-09-5967
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PVI STA:5+28.31 Fl° L.ITH.`1L17 LY.�ALTER6
PVI ELEV:740.57
K.30.00 .y� J� ENGINEERING,INC.
LVC:164.99 �C
N.C.CORP.LIC.C-1 815
7 16507-A NORTHCROSS DRIVE
SITE HUNTERSVILLE,N.C.28078
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740 EX.GROUND - 740 CONSTRUCTION
\PROP.GROUND \
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3409 UNION GROVE ROAD,
\ WINSTON-SALEM,NC 27127
PHONE:[phone]
730 730� [e-mail]
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2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY N N I f Y
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3.CONTRACTOR SHALL VERIFY OUTFACE INVERTS PRIOR TO INSTALLING PIPES. L — — J
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INVERTS SHALL DISCHARGE IN FILL SLOPES. / CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING• L.L
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NCDOT'S'SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS". 1 1 J PROP.202*L.F.6"DIP WATER LINE FROM F.H.TO MATCHLINE 7+00 CONTRACTOR SHALL CONTACT DAVIDSON WATER,iNC.,[phone],THREE(3) 0
WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE
6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN N / — THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
ACCORDANCE WITH NCDOT SPECIFICATIONS. PROP.F.H. / 100.01' CONNECTION TO THE EXISTING LINE.
3
WI VALVE / CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
< / —
/ 10 _g DAVIDSON WATER WATER SYSTEM.
`` ANN N49'34'23"E <1 INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
(O /^N swu _ N a— o-U=ww DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO
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J N+� 6 _
,� :', 100.03' UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND
/> - DISINFECTED IN THAT ORDER.
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3 JII PARCEL:18034C0000074 ....-
__PROP. / / 10B� / ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC
EX.50' I I PIN:8704-03-40-2423 3285 L.F. / 4� / / UTILITY INSTALLATIONS IN NORTH CAROLINA.
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3 y REMOVE PLUG AT V
EX,20' �- —2+13.6]AND EXTEND / 40' / - CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
EP1EP I j4 WATERLINE / / // �O4/40 / EXISTING UTILITIES.
W I ) EX.10'UTILITY EASEMENT / OQ /
3\ S49°34'33"W 240.00' • — 1c3.� / o g530 e� Q�oQ. / / / m
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102.8� / / / / K.' PROJECT NO.:2024.08
X S49°34'20"WT49.94' _ /
W -�_ SCALE: 1"=40'(H)&1"=4'(V)
1 IO EX.10'UTILITY EASEMENT / WATER SERVICE TAPS FOR SINGLE-FAMILY LOTS
WILL BE MADE BY DWI AFTER MAIN INSTALLATION
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AND SUCCESSFUL TESTING&SAMPLING.NEW TAP
FEE MUST BE PAID PRIOR TO INSTALLATION BY
3 I I I, PARCEL:C IS 34 0500590 C CHECKED BY:MSL
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PI
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EX F.H. I I NOVAK KATHRYN ANNE GOGGINS LUTHER& N-3231
NOTE:ALL FITTINGS AND PIPE BEFORE AND DATE:08/1212024
0_ fI CONTRACTOR is FULLY EMN*00sisse FOR CONTACTING I 3 II DB 2506\PG 1677 SHUFFLER BRIDGET W O N I 21 AFTER THE FITTING SHALL BE RESTRAINED JOINT
W ��� UTILITIES ARE LOCATED TO BEGINNING CONSTRUCTION. I EX ZONING:R.41 DB 2185I G:G 05R14 PER DIPRA CALCULATIONS GRAPHIC SCALE
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roTHEuauNRESPONSIBLEAPPROPRIATE PARTIES AND u oa aucwcRING THAT c BARRICADES i I N Z INOTE:P.U.E.=PUBLIC UTILITY EASEMENT I -40 J 20 ISO
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SHEET NO.
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CAROLINA DEPARTMENTOFTa TRANSPORTATION Z NORTH (SPECIAL CARE) ( IN FEET)
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LATHAM-WALTERS
ENGINEERING,INC.N.C.CORP.LIC.C-1815
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SITE HUNTERSVILLE,N.C.28078
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711 O �2-'<VFppKR Sp
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730 730 "it < � R O
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PVI STA:9+50.63
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LVC:164.99 N.T.S. ',(,E,A IN ..°'A.
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720 " 720
EXN.
GROUND/ WILD HORESES
\ o DEVELOPMENT, LLC
PROP.GROUND
u 3409 UNION GROVE ROAD,
Zco Lu WINSTON-SALEM,NC 27127
\ co m PHONE:[phone]
1�% - [e-mail]
710 ,"- 7f0
LANTANNA AVE CN
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1-1-1 > > LL
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ROADWAY NOTES: U Q o
I I / / 1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL `r /Z W
11 EXISTING UTILITIES PRIOR TO CONSTRUCTION.
/ / 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY >
7 8 _ g - 10 «� &LAND SURVEYING,PLS. Q^ /r
/ / 3.CONTRACTOR SHALL VERIFY OUTFALL INVERTS PRIOR TO INSTALLING PIPES. Z IJ Z
Im � l Ala U " m1 J
n n _ / ' =ry N / 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO Q
I ,tea' "' \ INVERTS SHALL DISCHARGE IN FILL SLOPES.
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�// —WATER LINE FROM F.H.TO BLOW \ NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS".
OFF.,3'5'OFF EOP,3'MIN.COVER PROP.CBI)
SEE DETAIL SHEET C8.0 f
6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN `J
PILE.(TYP) —PROP.302t L.F.6"DIP WAT LINE PROP.F.H.WI VALVE \ ACCORDANCE WITH NCDOT SPECIFICATIONS.
FROM MATCHLINE 7+00 TO F.H. 6"PLUG-2"TAP WITH 29 \
PROP.WATER LINE(TYP.) 2"GV BEYOND TEE ,FAO
1oo.ocr , v.
OS n PROP.LANTANNA AVE. ' 1 \ WATER LINE NOTES:
m� 104 — REVISIONS
_ N46.43'40"E CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING
_ N49.34'23"E 12 12 y UTILITIES PRIOR TO CONSTRUCTION.
mr H �� — �o — N.U_ — _ io: _ I — ii�aD _ I — - 314.09'
y 496.11' — CONTRACTOR SHALL CONTACT DAVIDSON WATER,INC.,[phone],THREE(3)
u. 3s WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE
THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
o _ _ /.4/ CONNECTION TO THE EXISTING LINE.
100.00' 100.00' 100.00' 100.00' /6 / CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
/ DAVIDSON WATER WATER SYSTEM.
10'UTILITY EASEMENT INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
PROP.10' DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO
P.U.E.(TYP) 112.67 \ / 13 BE WITNESSSED BY A REPRESENTATIVE OF THE CORPORATION&THE ENGINEER.
PROP.2"GATE
VALVE WITH / ALL 2"PVC PIPE SHALL BE SDR 17 OR SDR 21.ALL D.I.P.SHALL BE CLASS 50.ALL
FITTINGS SHALL BE DUCTILE IRON PUSH ON MECHANICAL JOINT.
BLOW-OFF jy
3 3 I\ UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND
ug g g o z o \ "s% \ DISINFECTED IN THAT ORDER.
c� 3g �e1 .s.t \
F ALL WORK SHALL BEIOPERFORMED BVACONTRACTOR LICENSED TO PERFORM PUBLIC
O 17 16 =" 15 Z ry \ / UTILITY INSTALLATIONS IN NORTH CAROLINA. —
Z 18 \ CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAYS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
14 PROJECT NO.:2024.08
CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
EXISTING UTILITIES. SCALE: 1"=40'(H)&1"=4'(V)
DRAWN BY:KTL
rn CHECKED BY:MSL
-0 WATER SERVICE TAPS FOR SINGLE-FAMILY LOTS I NOTE:P.U.E.=PUBLIC UTILITY EASEMENT
C' WILL BE MADE BY DWI AFTER MAIN INSTALLATION DATE:08/12/2024
0- AND SUCCESSFUL TESTING&SAMPLING.NEW TAP —
0_ II.ONTRACTORISPuuYRESPONSIBLEFORCONTACTING FEE MUST BE PAID PRIOR TO INSTALLATION BY GRAPHIC SCALE
LIJ UTILIITIES ARE PARTIES
PRIIOR ASSURING
BEGIry BEGINNING CONSTRUCTION DWI.
NOTE: ao B 20 40 so 180
a 21.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES (SPECIAL CARE)
Z 811 OUSING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY
WATER LINE PLACEMENT h � 11 SHEET NO'.
TO THE PUBLIC NOTE:ALL FITTINGS AND PIPE BEFORE AND TO BE 3'-5'OFF EDGE OF
\�/- 31 AL AFTER THE FITTING SHALL BE RESTRAINED JOINT PAVEMENT(EP)
H \ BE CAROLINA DEPARTMENT OF TRANSPORTATION NORTH PER DI PRA CALCULATIONS (IN FEET)
Q a1.sHORREPLACED
cu oBEAAcocoRDG oo STANDARDS cPAT"EDeD 1 inch= 40 [t CO • /�
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Call before you dig.
CS

740 740 720 720
PVI STA:3+66.10
PVI ELEV:704.19 ���\� , 1
K:25.00 5
LVC:140.62 RO- LATHAM-WALTERS
ENGINEERING,INC.4:4-
N.C.CORP.LIC.C-1815
"' PVI STA:+37.71 ,C Tc(N S I 16507-A NORTHCROSS DRIVE
n SITE HUNTERSVILLE,N.C.28078
+ m e o K:30.00 OVA C PHONE[phone]
u o 8 8 LVC:144.68 O �� FAX: [phone]
\ m o w w LOW PT.STA:6+3664 Q�
LOW PT ELEV:698.61 711/
730 \\ 73C 710 28 710 V OAKS ORFS''.:)/
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N 238% CONSTRUCTION
720 7 N
Ex.GROUND 72C 700 700
PROP.GROUND \ /
\ / A�36"CULVERT
\ G,1 N
' 6 DIPWATER/cols WILD HORESES
DEVELOPMENT, LLC
\\ 3409 UNION GROVE ROAD,
WINSTON-SALEM,NC 27127
\ PHONE:[phone]
710 \ - C 690 690
JU TIN LYPR PERTIE. M
W
ZINNIA PL. N
1"=40'(HORZ.) —
1"=4'(VERT-) LI J I-I—
NN
Q L.I.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 W
LLJ D <
I I WATER LINE NOTES: w O 0-
1 1 CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING LL z
26 UTILITIES PRIOR TO CONSTRUCTION. U O w
WATER SERVICE TAPS FOR SINGLE-FAMILY LOTS CONTRACTOR SHALL CONTACT DAVIDSON WATER,INC.,[phone],THREE(3)
//l NOTE WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE f ,
/ _ (SPECIAL CARE) WILL BE MADE BY DWI AFTER MAIN INSTALLATION Q `J
_ m THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
WATER LINE PLACEMENT AND SUCCESSFUL TESTING&SAMPLING.NEW TAP CONNECTION TO THE EXISTING LINE.
PAVE EN'(EP)EP EDGE OF FEE MUST BE PAID PRIOR TO INSTALLATION BY \
PAVEMENT DWI. CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE fl
— — ___I ry S DAVIDSON WATER WATER SYSTEM. <
_//// INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING 0CL
VI ° / DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO Z
NOTE:ALL FITTINGS AND PIPE BEFORE AND 25 BE WITNESSSED BYA REPRESENTATIVE OF THE CORPORATION&THE ENGINEER.
NOTE:P.U.E.=PUBLIC UTILITY EASEMENTI AFTER THE FITTING SHALL BE RESTRAINED JOINT J
PER DIPRA CALCULATIONS ^ / ALL 2"PVC PIPE SHALL BE SDR 17 OR SDR 21.ALL D.I.P.SHALL BE CLASS SO.ALL PR•P.246 t L.F.6"DIP WATER LINE 0
�FR4M F.H.TO MATCHLINE 7+00 FITTINGS SHALL BE DUCTILE IRON PUSH ON MECHANICAL JOINT.
I ! N I / / ' I UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND z
I DISINFECTED IN THAT ORDER. f , z
/ `J
I / / t ALL WORK SHALL BE PERFORMED BYA CONTRACTOR LICENSED TO PERFORM PUBLIC
24 / i o m UTILITY INSTALLATIONS IN NORTH CAROLINA. A '
PROP.10' ?V� W w 1 V
/ P.U.E.(TVP) NV..• 3�1a6=593314 N51°40'00"E CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAYS PRIOR TO
I I 2g,9 z,� COMMENCEMENT OF CONSTRUCTION.
3 1 / b,.ru 0' R=230.0' 510.29'
E%.50' _ ,ZO Vctt6�3' ur CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
/ t U w EXISTING UTILITIES.
PUBLI 23 <• N / / '/ — _ _ � REVISIONS
E2= ^ /PROP.F.H.W/VALVE / / C /
EP-EP G c �Oq6
J A •a /
I •
/ A
1 i)) _ / / G� .-I INk6 .0t ROADWAY NOTES:
c' PROP.t428 L.F. A'L/ / i9
1 ) V / 1t% �r` / / _ ° 1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL
I ~p fi"DIP WATER LINE FROM TIE A /
lui REMOVE PLUG AT TO F.H.,3'-5'OFF EOP, ` c Q/� a EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EX.6"WATERL/NE I 1 - 3'MIN.COVER / / /�OQ•
�\N`\ N 2 5 / \NS-/ / / /I I 2+13.67 AND EXTEND C
X y 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY
WATERLINE t8 / / / &LAND SURVEYING.PLS.
1 N49°34'31"E 147.91' F k w / 3.CONTRACTOR SHALL VERIFY OUTFACE INVERTS PRIOR TO INSTALLING PIPES.
q // 89 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO
Q --t / PROP.10' ,Yi INVERTS SHALL DISCHARGE IN FILL SLOPES.
I O 0. / a'-'
P.U.E.(TYP) /
1:,,?,
11 NI 49°42'3fi"E '^O _ 0=31.65.Ian=72.2806 / 5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
Z 1fi9.93' ,'S W wJ Z10 —B� / SBPO'F NCDOTS"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS".
WQ B N�w --a L=140.87'�R=255.00• .....
/ O 5E I
1 nil
/FR 6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN
I 3 TIE TO EXISTING PAVEMENT STA,1+69.93t _ // / / 50 1 ACCORDANCE WITH NCDOT SPECIFICATIONS. PROJECT N0.:2024.08
N49°32'5]"E 147.93' �- — / - r — —
' — 10 n y 40 SCALE: 1"=40'(H)&1"=4'(V)
I x — — O
I 11J 3 I 6 —PROP.WATER LINE(TYP.) / e; I r I DRAWN BY:KTL
3
w
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CHECKED BY:MSL L
CO 6:Y6"TS&V I x r:n
' .1,,,,aI I* II g r DATE:08/12/2024
CONTRACTOR Tc6 IS FULLY RESPONSIBLE FOR CONTACTING rv� 470 II _ — — -- I 41
D_ APPROPRIATE PARTIES AND ASSURING THAT EXISTING
—
W UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. EX.F.H. I
000NTRACTOR ORISRESPONSIBEFORPaGINGBARRICDEa f i 42 GRAPHIC SCALE
811 O TO THE PUBLIC.ETC.,AS NECESSARY TO INSURE SAFETY 1 SHEET NO'.
LL NGFaGMBN 5
40 I
0 TO 40 so 160
Q 1 0 3I.ALL PAVEMENT CUTS,CONCRETE OR ASPHALT.ARE TO I I11
Z BE REPLACED ACCORDING TO STANDARDS OF THE CAROLINA DEPARTMENT OF TRANSPORTATION NORTH I
1 1
N Know what's below. 4'SHORINGTANDARDS PART,936 SUBPART P,ORAa AMMENDED. i ( IN FEET) .2
1 inch= 40 ft
Call before you dig.
N

720 720
POI STA:9+13.58 \'‘ /
POI ELEV:704.49 '��'
K:20.00 Cj�
LVC:191.oa _ RQ. L.ITII.`1L11 LY.�ALTERS
HIGf PT.STA:6+67.00 ENGINEERING,INC.
PVI S-A:6+37.71 HIGH PT ELEV:702.75 �/C �J
N.C.CORP.LIC.C-1815
PVI ELCV.oo,.,. y-7 16507-A NORTHCROSS DRIVE
K 30.00
LVC .66 1 n �+ n F‹•rO O\QSC SITE HUNTERSVILLE,N.C.PHONE:[phone]
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\ PVI STA:10+77.22 17646 °
\ PVI ELEV:692.86 - :g=
K:zo.00 VICINITY MAP ''1%;° git7./Y1,e;
LVC:82.10 _ N.T.S. '�C�f,)CMEEP 1``
/
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70� Za6wo m 8 700
8 CONSTRUCTION
\ 7 A
'* \ /PROP^GROUND
\ WILD HORESES
�\ DEVELOPMENT, LLC
\ F w 3409 UNION GROVE ROAD,
I U,m WINSTON-SALEM,NC 27127
690 \ 305, 690 PHONE:[phone]
[e-mail]\ _
ZINN.A PL
1"=40''HORZ) N
1"=4'(VERT.)
W/°�� ,,,x
680 680 V J W
.1 Q
� 4 m� = Z
m0 z
08+00 9+00 10+00 11+00 12+00 >
z 0_ N
W D ILI W
ROADWAY NOTES: 1.I 0 U
1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL L.L.
EXISTING UTILITIES PRIOR TO CONSTRUCTION. ' `v Z 0
2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY 0
3.CONTRACTOR SHALL VERIFY OUTFALL INVERTS PRIOR TO INSTALLING PIPES. 0
4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS.NO fl 5 < M
\\� / INVERTS SHALL DISCHARGE IN FILL SLOPES. H <
28 30 5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH 7 Z
27 I n N L� o / / NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS'. !� Z
I r, I 31 / 6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN D
NL. N N /3 ACCORDANCE WITH NCDOT SPECIFICATIONS. 0 A
w " 'V
" I / U
- _ J J Z 32 WATER LINE NOTES:
L _ L - - - CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING
NOTE: - - - -J J L 2
UTILITIES PRIOR TO CONSTRUCTION.
(SPECIAL CARE) J I// PROP.t298 L.F.SDR 21 2"PVC
WATER LINE PLACEMENT -WATER LINE FROM PLUG TO BLOW CONTRACTOR SHALL CONTACT DAVIDSON WATER,INC.,[phone],THREE(3)
TO BE 3.-5'OFF EDGE OF PROP.WATER LINE(TIP.)- PROP.10' PROP.F.H.W/VALVE OFF.,3%5'OFF EOP,3'MIN.COVER / / WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE REVISIONS
PAVEMENT(EP) 6'PLUG-2"TAP WITH �/Ng THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
P.U.E.(TYP)
l - 2"GV BEYOND TEE 9 g2 CONNECTION TO THE EXISTING LINE.
1+ P.0P.271t L.F.6'DIP WATER LINE
_ FROM MATCHLINE 7+00 TO PLUG - \ g16 CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
100.Ofi' 89� 3) < DAVIDSON WATER WATER SYSTEM.
100.0]' �II. _
NOTE:ALL FITTINGS AND PIPE BEFORE AND CO - - - _I 100.0]' -� \ INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
AFTER THE FITTING SHALL BE RESTRAINED JOINT m - - _ - 100.07' PROP.CBS' DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO
PER DIPRA CALCULATIONS - - SEE DETAIL SHEET C8.0 BE WITNESSSED BY A REPRESENTATIVE OF THE CORPORATION&THE ENGINEER.
i�M N51°40'00"E o c0 N. ALL 2'PVC PIPE SHALL BE SDR 17OR SDR 21.ALL D.I.P.SHALL BE CLASS 50.ALL
> + 510.29' a°I-(1�c ,IL_ _ 1 I FITTINGS SHALL BE DUCTILE IRON PUSH ON MECHANICAL JOINT.
NI - N51.40_00"E
INOTE:P.U.E.=PUBLIC UTILITY EASEMENT o -1-_-PROP,ZINNIA PLACE - �s1o.z9' - e] I UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND
DISINFECTED IN THAT ORDER.
100.07' - - - - ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC
100.OT - - �"' m/ I UTILITY INSTALLATIONS IN NORTH CAROLINA.
100.OT - - - - _
WATER SERVICE TAPS FOR SINGLE-FAMILY LOTS - - _ _ 100.07' - /
WILL BE MADE BY DWI AFTER MAIN INSTALLATION - - _ _ / / CONTRACTORMMECOMMENCEMENT
F CONSTRUTIFY CTION.
TION. THREE WORKING DAYS PRIOR TO
AND SUCCESSFUL TESTING&SAMPLING.NEW TAP 33 COMMENCEMENT OF CONSTRUCTION.
PROP.10' �` �
FEE MUST BE PAID PRIOR TO INSTALLATION BY P.U.E.(TYP) PROP.2'GAT / / CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
DWI. VALVE WITH EXISTING UTILITIES.
BLOW-OFF \109p4,- - /
7 7 _ _ _
\ 50'FRONT SETBACK 7 7- - _ / PROJECT NO.:2024.08
// SCALE: 1"=40'(H)&1"=4'(V)
IN / DRAWN BY:KTL
I . _ _ %. S
CHECKED BY:MSL
I Iml _ I � ���Nm
NON,RACTOR PARTIES RESPONSIBLE FOR CONTACTING
38 37 <" ' . m DATE DB vz624
PROPRIATE
a 811
D �LTOTNNa USING ocA LOCATED R,oa'E� �EX« RN ON.TING 36 35 \
2I.CONTRACTORISRESPONSIBLEFORPLCINGBARRICADEs 34 GRAPHIC SCALE
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o_ \ 4. SHEET rvo.
Q \,,/ 3I.ALL PAVEMENT CUTS,CONCRETE OR ASPHALTBE REPLACED ACCORDING TO STANDARDS.ARE ARE TOEN,ETC.,AS NECESSARY TO INSURE
u
Z // CAROLINA DEPARTMENT OF TRANSPORTATF ION NORTH I I I I I I h
11
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/ A V A ^� / • /33' / VA \ .T �� -cc. 0�� 16507-A NORTHCROSS DRIVE
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/ l 1 I - --- --- \ Illo 1 / 35j / $ S \ VCD 5 9+50.63 TO END,RIGHT
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- / 1 --- \ \ \ `, 1 - \ I \ I 9 I 1 '\ I/ -_/ TOTAL HOUSE PAD AREA=42 LOTS @2940 SF=123,480 SF=2.83 ACRESI - // / _ S--- -\v \ \ 2 \ II ):: I \/ I� // TOTAL ADDITIONAL MISC.IMPERVIOUS=42 LOTS @500 SF=21,000 SF=0.48 ACRES Z
\ L / / --- z- -` i \ \\ \ I I // \✓ /// - TOTAL DRIVEWAYS(AVERAGE)=42 @ 1,647.81 SF=69,208.12 SF=1.59 ACRES 0)t \,\ / /-_ \ \ \ L- I /// - TOTAL ROADWAY PAVEMENT=44210.26 SF=1.02 ACRES �/ O
r \ \ -- --�C- ' \ I \\ / � �� I � \ // / TOTAL STREAM 8 WETLAND AREA 0.04 AC/--�740-/ \ \ - �� \\ �p�� � A / TOTAL IMPERVIOUS=5.92 ACRESQ/ / / / - _-1 \ ;lik \ \\ \ ?0.�` �I� \ \� ���,_ - �/\ �� PERCENT IMPERVIOUS=5.92 AC/41.79 ACx100=14.17%<24% Y 1A�''
/- \ i\ / -- \ \ \ \ L.\ impli1■, v�`\�\��1- 1 -<� - '`'. /- VEGETATED CONVEYANCES:
/ / 1 \ \ \ \ 20 \ �\ // VEGETATED CONVEYANCES SHALL BE CONSTRUCTED PER THE DETAIL BELOW.THEY SHALL BE USED FOR
/ / -��\ // // _'/\ \ 5 \\- \\` `�\ \ \ - \ \ \ \\ r /1 \� _ �` /, /� //9'\ '/ % ///„S/' ROADSIDE SWALES,SIDEVARD AND REARYARD DITCHES,AND BY-PASS DITCHES FOR OFF-SITE DRAINAGE. ��J Q 0
/ /- / / / / \ r \ \\` \ \ \ \ `` \ \ I I - / I / �, `� - \� // // /j/ DETACHED ROOF DRAINAGE: L
\ / / - ], \ \ \ \ \ 1 III1\ \ `_ \ / /// / / ALL HOME ROOF DRAINAGE SHALL BE DETACHED,AND NOT CONNECTED TO ANY STORM DRAINAGE SYSTEMS.
\ / \�- \ _-\�,7 \ \ - I \ / \ / \�.�\ \I -40. / /// / DEED RESTRICTIONS: J
/ \ \ - - - - /// / // THE OWNER/DEVELOPER SHALL RECORD DEED RESTRICTION THAT WILL PROHIBIT REMOVAL OF SWALES,
2 \\ / \-, -/-
// �/ �\ _�` \ \\ b\\I:\ ` ^�\ \\ I \ \` min }�;- \, \\. \ �- ) (J /-I (/_/ / PROHIBIT TYING ROOF DRAINAGE INTO ANY STORM DRAIN LINES,AND EXCEED ALLOWABLE IMPERVIOUS AREAS. O
100
\.,,,,,,,,,\ �\ / - a i - -`\ / r /,
GENERAL NOTE:
`-- -^- \� \/ �\ / 1 // - ....{- 7\5. \ \\ -\\ \ \-�<-\ \ \\--� \ \ f9\\ \ \ �-\ ^24 \ �\ \N/ 41.- I / 1.JURISDICTION:
/ / \ \ \ �- I I \ \ �- J /1- \ \ 1 666/ TYRO TON COUNTY,
�J�-- / \ �/ - - \ _, \ \ \ \ \ \ _ -stV \ \^p / / 1 / / DAVIDSON COUNTY,WINSTON-SALEM,NC 27127 REVISIONS
,(' / \/ / / _ \ \ _ - \ \ \ _T-
--\-
\_ \-Si \ y \\ \ '```1 �` \ -�/' - I / / PARCEL ID:1803400000008 _
\ \ \ I\ \ \\` `J\ // DEED BOOK2428/PAGE 0450
si
-/ 1 ✓ //\\ / // 0 ��\ \ \ \\ \ \ \ \\ b� \ \\ \\ �� �\ /i..- _�/ L- •�- 2.PURPOSE STATEMENT:
z DEVELOPMENT OF PROPOSED SUBDIVISION FOR 42 LOTS
\ -/ -
/ A/ n\ / / \'7- � \\ \ \ \ \ \ �\ , \� \ (IL.�// \ -\ •�v/ ��71 / / / 3.WATERSHED DATA:
\ l- /\ \ \ \ F \ y \ \ // \ \\ / 4 �� SITE IS NOT LOCATED WITHINA WATER SUPPLY WATERSHED
- \ / \ \/ / / \ \ 11 \ \ r\ \ . \\:lL23
) \ \1 1/ �1n°\/ / / ?I DISTRICT.
`' / / I 1 I \ \ V / 4.917E COVERAGE:
\ -Y- 1 I \ ' ( I1 .- _-42--- / /rMAXIMUM IMPERVIOUS AREA PERMITTED:24%' ' II \ \1 I/ - I HOUSE PAD AREA:t2.83 ACRES=6.77%
/ / • / _ . \ I \ 1� I
PAVEMENT AREA:t2.61 ACRES=6.25%(INCLUDES ROADS8 DRIVEWAYS)
iZ / / / / \ - J TOTAL ADDITIONAL MISC.IMPERVIOUS=21,000 SF=0.48 ACRES(42 LOTS @ 500 SF)=1.15%
T� / L-\-- \ ) \ I i L -H J OPEN SPACE:t35.87 ACRES=85.83%(41.83 MINUS 0.04 AC SURFACE WATER 85.92AC IMP AREA)
C / / / V -' 1 I I ]q \ \ �' ) _/ PARCEL TOTAL:t41.79 ACRES=100.00%
°/ J I /--// // /1 // / I I 1 / / / I/ I 1 I / \ 0 \1 \ t/ / l/ I �i� ` -----/ / TOTAL IMPERVIOUS AREA t5.92 ACRES=14.17%
/�5 PARCEL:1803400000091 \ '1 \ -- / `
/ I / / ., �• RCEL:04-03-40-4229 V \ \` /-
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