NCC240373_Site Plan or Location Map_20240229

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BOILING SPRINGS RETAIL STORE .6.. .
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CLEVELAND COUNTY, NORTH CAROLINA
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THE BROADWAY GROUP
216 WEST SIDE SQ. oo� ow
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HUNTSVILLE, AL 35801 CJ M 'Y N
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BOB BROADWAY a *°!.?',,,-
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(256) 533-7287 N
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VICINITY MAP
INDEX OF SHEETS (NOT TO SCALE) W
SHEET NO TITLE REV. O
0000 Cover fPRM Rp. 0
-- SURVEY COLLEGE N r
C101 EX COED AND DEMO
C201 Site Plan ➢ a
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C301 ROUGH GRADING AND EROSION CONTROL PLAN PHI U z1
Zr
C302 RG—EC Plan PH2 NO pVE•
C501 Storm Plan P(NEIA O w
C502 Storm Profiles SUBJECT N
C601 Utility Plan PROPERTY
C921 Site Details 49 Dy /�/��
C922 Site Details ,'/, > V o
C931 Erosion Control Details ,vo a
C932 Erosion Control Details CI M
C951 Storm Details A c�
/
C952 SCM Details A 1
C961 Sewer Details CIS
C971 Water Details 81 ® \/Z ,
C998 NCCO1 NOTES 1 '
L101 LANDSCAPE COMPLIANCE J S
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Know what's below. CO
1 06/29/23 PERMIT SUBMITTAL KWN
Call before you dig.
DEVELOPMENT DATA DRAWN BY: KWN
CDC PROJECT NO.: 22313
PERMIT NO.
OWNER/DEVELOPER: THE BROADWAY GROUP BS TBD
216 WEST SIDE SQ. NCDEO EC NO.: TBD
HUNTSVILLE,AL 35801
CONTACT: BOB BROADWAY
[phone]
COIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. SHEET
168 PATTON AVENUE
ASHEVILLE,NC 28801
CONTACT: BEN MUNN,P.E.
[phone] O 0 O

NOTES: N 3 O
v m v
110115 PROPERTY IS ENTIRELY LOCATED WITHIN"ZONEX-MINIMAL FLOOD �^ ON Q u�j II
WSK"AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAGNETICI I N
PER F I.R.M.#37102505003,DATED 2/20/2005. PINELAND AVE. $IN ASPHALTE S V
-TERM.3rd CALL �C (N 6
2)PROPERTY SUBJECT TO ALL RIGHTS-OF-WAY ANp EASEMENTS OF De l U-N PG sa 1,TR.1 - I G I h�
RECORD,INCLUDING,BUT NOT LIMITED TO,MOSE SHOWN HEREON,
3)BUILDINGS,SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO O $ II 1Nv..e]B.] COLLEGE fP N hLk ry,�
THE SITE ARE NOT NECESSARILY SHOWN.SUBSURFACE AND I L. ; ai § }
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS PIPE,4 W,G.) I I I w TN m
PART OF THIS SURVEY NO EVIDENCE OR STATEMENT IS MADE PO5 14 u PG 9 M. 5 1
CONCERNING THE EXISTENCE OF UNDERGROUND CONDITIONS.CONTAINERS. z I 1 ti p 3
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS O 71.15°01,1 e4 I CAT P P, U
PROPERN 8 MONUMENT BRO= I•I W II/ PINE U
L THIS
4)AREA BY COORDINATE COMPUTATION. I De 16a PG 641 SUIT EYCONTROL I T" ADS .T, SURVEY PA
5)ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE US v(60e NAIL) I • I 1-,
S URVEY FEET MEASUREMENTS.THE COMBINED GRID FACTOR FOR THI5 _ a ft=888 O
S URVEY IS 0.999B3491 I I .4� / I WALLACEDD. r O
6)THE VERTICAL DATUM FOR THIS SURVEY IS NAVDBB.THE CONTOUR I y 3 01"IRON PIPE HI.wG4 U / I ,,Os'-'' O
INTERVAL IS ONE FOOT. I TERM
a51,iR.1 LL BVZ / J /\� U K K
])IN REGARDS TO THE EXISTENCE/EVIDENCE OF UNDERGROUND UTILITIES - ^' //
THE SURVEYOR PLACED AN NC BI I DESIGN/SURVEY LOCATE TICKET I I / ,ay6T3z)7' // I I II \ I / VICINITY MAP r 1
MODEST ON THE SUBJECT PROPERTY IT IS ADVISED THAT THE SURVEYOR I I Lois 179-153 _ N �•(M E� // S° I \ / 5 NOT TO SCALE V "
A PART OFLOCATED AND THAT LOCATE SHOWN ANY
HES SURVEYOR HAS ALSO SHOWN.BY IPIM _1-549 1 I NT3°3A g6INGS PLACED 5Y OTNERS ASEC / /. / / / / // I \I/ Irl�-60'PUBLIC R/W T
SCALING OF PROVIDED GIS MAPS,UTILITY LINES SHOWN ON SAID MAPS. 5 �3° ,� / I 1
IT IS FURTHER ADVISED THAT NO CLAIM IS MADE OR IMPLIED HEREON I I I M=N ABA lT) - ,4".
A / / / (PER DB I250 PG 600) TOTAL AREA I�1
THAT THE UTILITIES SHOWN HEREON ARE REPRESENTATIVE OF ALL UTILITIES LOTS 1]]1]B I AA2 / t to // / / / -. I OF SURVEY:
THAT MAY EXIST ON/AROUND THE SUBJECT PROPERTY I I RBS SryE� I111 / � V I t/ / // // / I $.135 ACRES
51 THERE WAS NO VISIBLE EVIDENCE OF RELENT EARTH MOVING WORK, I I MER7 9N `1� 1Y`��'}II / / / 886 $
0 es
BUILDING CONSTRUCTION,OR BUILDING ADDITIONS OBSERVED IN THE I I I I / (3368) / /2e / / I ( BB66 + I JII I S.MAIN STREET O
PROCESS OF CONDUCTING THE FIELDWORK. n
/ / / / I a� 1 II / NC HIGHWAY ISO w
9)THERE WAS NO OBSERVED EVIDENCE OF PROPOSED CHANGES IN I EAVES DB 1,509 PG 571
PB 5 PG 45.LOTS 73-I]6 / / • / ,�y' I $ I PUBLIC-ASPHALT Z
/ i
STREET RIGHT OF WAY LINES OR RECENT STREET OR SIDEWALK 315
qDI A / / i I Q' 6d PUBLIC RN✓ D
CONSTRUCTION OR REPAIRS. I DB a N 6 ee-1]2 I I L q. /� / / II I II w\ I +BB6.46 �I I / o�
10)THERE WERE NO OBSERVED STRIPED/DEDICATED PARKING SPACES ON I I PB5 PG 45,L I J / / / > / // II \ 1 I \\� II N
THE SUBJECT PROPERTY AT THE TIME OF FIELD SURVEY. I E jp003 / / rnm / I B6. + I Y O
II 3'2358 / / /Ny / I I B 4'I EE M=503°06'35"E 226.03' _ 1(F,+f/r'
N T BAR(FL.W.G)B / / / I I 1 CZ,' r I R-S 03'05'E7 E 226.02'
IDELORES WEBB
M St 3 IB99 5]I / I I I j r�
PH 1019PG675 I LOT 1 BB664 I V U
I PH 5 P6 95.LOTS 63 16] I I \ i ( I (NEW LOT) I / 2 II II
I I peNce;lue tcr;u"� •
TERM zee MAGNETIC READING IN CONC.
STAKE
CAD DB eD9 PGs]1 \\ II I I \\ i l.el3 ACRES \ +BB6z9'Ilo 11 I ,y'7^' I II > C��
/Y.• •3Tg3' I I I I \ \ \ I/" "A moo
I �x�x- �3Z3,5B"EZ / \ I 4 1 I I a°" CO.R.
tDB Ac) mN�
x N7 \ \\ \\ \\ \\\ \\ \\ \\ \\\ / TCHUB(` I ti P1 \ U III 'w
REFERENCES: PB 5 PG 45,LOTS 159 162 x \ \\ \ \\ \\ \ \\ \\(PER D8 I I- \4 i J °'S5 (APPROXIMATETELECOMMUNICATIONSCATION SHOWN PER O U
1 xADDITIONAL RAN LINEVIIRIED
O PG 4B1)
-DB 12SD PG165 Plet 1665 PG 210 •J \ °9\ \ \ \ \ \ I/ R65 ur Dnu�onu- TO SURVEYOR
-DB I250 PG 600 µneEl / I \ \ \ \ \ 1 V '� _vL�BY COINER.NDE O LINE Q
-OBIT-O PG 4B1 Nez Lwe�. \ I \ \ \ \ \ 1 I :I I 4_ __�--INV...B]9.1
-DO I283 PG 2239 1 (E.,_...-
O NI BAR 962 A.GoT IG2. \ 0 1 \ \\ \O \ \ / I ,%Y.( 36"RCP .gip
-PB 5 PG 45 / SEAST RN L
-TITLE COMMITMENT PREPARED BY HIGHLAND /5 73'0 NIE) #PB 5 PG 45 1 -2 I'; 1 \ SURvEr NTROL \ \ \ / \ / //�f�.'85.35' @ 3 0
TITLE(ISSUING AGENT FOR CnICAGO TITLE G G92 \ "a \ �MADt�a AN \ \ \ / / /
INSURANCE COMPANY)BEARING NUMBER N 73°I I'06"f 31.06 S
202303 05 1-1,BEING DATED 3PoC✓2023. � \m, Imo\ \\ E O4.591.55 0.92 1 -- \\ \\ \ ////y -Se ••/g g 5 I 1 I - iaP OP PIPE fl..ee1.1 .. rX
L/ \ \ EL5\� 1 \ �bP t ,2 /-, - �• � I 1 N O
45
BftozBRGa \ \ \ I �G y" °
PBSPG95 riss. LOT2 \ - N \ \ \ I OPR-,LI PP 1 ) / ,."\ I � I QU
(REMAINDER LOT) \ N \ \ \ \ \ 3 W' \ //+ / g I W
.37 ACRES \ \ \ \ \ \ �gJC \ //� g I INv eB0 6 LINE TABLE m N
\ \ \ \ \ P� / (+' y/ I/g / B55e/�I .. - MEASURED RECORD m 19
19
/ LINE BEARING DISTANCE
\ \ \ \ \ \\ ////� �•/h I I B IN\ LI 563°4]'19°W ]9.9]' S 63°4B'29"w]9.9]' z Up
\ \ I ( \ \ \ \ ///.#"/ •I / // E I I \ I L2 5 60.23'54°W 49.26' 5 60°25'04"W 49.26' HN W
\ \ I \ // � l/g u L3 55,37'10°W 55.73' 554°3B'20"W 55.73' t-
LEGEND i ABBREVIATIONS: \ \ J / // / I m L4 5 4156d6"W 46.94' 5 51°OJ'I6"W 45.20' Q �0
\\ \ \ IAA //Te/ / I BB569' I CH629 L5 545912'29"W GI.9d 54314359"W OVA
\ \ \ //�" / g g / G L6 5 48°42'29"W 61.9d 5 48°43'39"W WA
\ `\ //�/ J N 60'PUBLIC RAN
PB=PLAT BOOK \ \ \ I I/ 0,-,,,,?
(PER DB I 1-0 PG,. `Buft1ED 02'NATURAL GA5 LINE
m
OG=PDAGE BOOK \\ I I y ///i/ // IAPPROXiI.wreLocaT1ON5HOwNPER
RAN-RIGHT OF WAY I \ // / BY DOMINION ENV,.SURVETroR
PIN=PARCEL IDENTIFICATION NUMBER \ \ +� /
o CALCULATED POINT y�/'
(NOT MARKED IN FIELD) \\ 'R 1\ \ �% / V 5 I / INV..884.9 ZONING DATA:
ORECOVERED BOUNDARY MONUMENT 2 // // / R M fL:890
r� // N g I TOWN OF BOILING SPRINGS,CLEVELAND COUNTY-NC
(SIZE AND TYPE AS NOTED) \
•BOUNDARY MONUMENT SET BY MLABEE 2 2 `R'Po5 POINT OF BEGINNING -7//-/� / THE SUBJECT PROPERTY IS ZONED"TOW COMMERCIAL"PER THE UNIFIED
DS /„ [, DEVELOPMENT ORDINANCE OF THE TOWN OF BOILING SPRINGS,NORTH 6-
(RBS=74 REBAR W.MCABE ID CAP SET) WM�, O s� (SPC NADB3-2011): l 6 /ji/ / CAROLINA.ZONING REGULATIONS FOR THE DI-COMMERCIAL DISTRICT ARE A5
BOUNDARY LINE-SUBJECT PROPERTY �Qob y N=551,038.64' l /�. / HOLLY 1`NLL ROAD FOLLOWS: R Z
(FIELD SURVEYED) ,� E-1,204,031.45' ////J( /g SR 1149 6) Q
BOUNDARY LINE-ADJOINING PROPERTY Cu* • ///%„k/ I, / PUBLIC-ASPHALT -BUILDING HEIGHT RESTRICTION:35'MAXIMUM HEIGHT = ~
(FIELD SURVEYED) Wow I /// / • /ipLL
60'PUBLIC RAN Z
BOUNDARY LINE-ADJOINING PROPERLY c/
(COMPOSITE,PLOTTED FROM RECORD N /I // // \/g\ / L() W
//,Y / -AREA REQUIREMENT:NONE O U
DESCRIPTIONS) 2".G a,' /// / 0I • -DENSITY REQUIREMENT:NONE It' O
A.G.-ABOVE ADJACENT GRADE WALTON BROOKS DC
B .-BELOW ADJACENT GRADE / //e-/
g CONC.=CONCRETE DB 1253 PG 2239 / \�//
CONELEVATION /p'' /g/ / //
X./ -LOT WIDTH REQUIREMENT:NONE
EL.
ENC.-APPARENT ENCROACHMENT orA / /// C SETBACK(BARD)REQUIREMENTS:
FENCE LINE
SIDE AND REAR-NONE(EXCEPT 20'15 REQUIRED WHEN
• o L LINK-CHAIN LINK / / /g / PARCEL ADJOINS A PROPERTY ZONED R-OD,R-I5.R-I STH OR R-10)
o o WOO OD BOARS •"�
-x-X-W WIRE / /g\ // -BULK RESTRICTIONS:
i f FIRE HYDRANT o` g -ACCESSORY STRUCTURE STANDARDS APPLY PER SECTION 6.1,
W WITH FL. G.-FLUSH ADJACENT GRADE
4''''''''
29T /' / -TFF-STREET PARKING,LOADING AND UNLOADING AND STACKING Q
-vas-GAS LINE(BURIED-APPROXIMATE LOCATION STANDARDS APPLY PER SECTION 6.2. O
APPARENT GAP 5 yl
SHOWN PER GIS PLOT PROVIDED TO SURVEYOR AREA(DB 1264 PG 165 /A22 BY DOMINION ENERGY) Vs.DB 1263 PG 2239) % / // TRA PEDESTR ATNNNIMPROVEMENTS,
IRA3 V EMENRE STANDARDS APPLY PER SECTION 8 3
E-GUY ANCHOR WIRE •"yA� /g / TRIRU 8.5. S
INV.-INVERT ELEVATION / -STANDARDS RELATED TO LANDSCAPING AND BUFFERING,SCREENING, 2
M=MEASURED BEARING/DISTANCE /g FENCES AND WALLS,OUTDOOR LIGHTING,BUILDING MATERIALS AND
(5 MAIL BOX /• g / UTILITIES APPLY PER SECTION 8.6 THRUMall.
-°nu-OVERHEAD UTILITY LINE BAR(O.1'A.G) /
POB=POINT OF BEGINNING - • / SOURCE:THE UNIFIED DEVELOPMENT ORDINANCE OFTnETOWN OF BOILING
R=RECORD BEARING/DISTANCE -TER 6tn GAD OB 1 503 FG 11 1 4 SPRINGS,NORIIi CAROLINA
M.
9
RCP-REINFORCED CONCRETE PIPE
s s-SS LINE-SANITARY SEWER LINE g/ /
(06"DUCTILE IRON PIPE) / /
®SMn=SANITARY SEWER MANHOLE RIM EL.:
SIGN(REGULATORY) /g // PRELIMINARY ALTA/NSPS PLAT
(9MH SD =STORM DRAINAGE MANHOLE / ' g /
STATEMENT CONCERNING MATTERS OF SURVEY INCLUDED UNDER SCHEDULE B,
54'SPOT ELEVATION(EXISTING GRADE) / ° / / PART TWO TITLE EXCEPTIONS(PER HOE COMMITMENT 7202210146-I): THIS S PLAT IS PRELIMINARY IN STATUS AS 111E SUBJECT PARCEL
=====STORM DRAINAGE PIPE O
v. / LABELED'LOT 1-NEW Or DOS NOT CURRENTLY EXIST AS A RECORDED(T)=TOTAL DISTANCE
/ ITEMS#I THRU X2 PARCEL OF LAND,A SUBDIVISION PLAT ILLUSTRATING THE SAID"LOT I"I5
TC=TELECOMMUNICATIONS HUB g = / DO NOT CONTAIN MATTED OF SURVEY PENDING COMPLETION AND REVIEW/APPROVAL FROM THE TOWN OF ROILING
-uT-TELECOMMUNICATIONS LINE(BURIED-APPROXIMATE LOCATION / / SPRINGS PLANNING OFFICE.THE REFERENCED TITLE COMMITMENT LEGAL
ITEM#3
SHOWN PER GIS PLOT PROVIDED TO SURVEYOR DESCRIPTION COVED THE ENTIRE PARENT TRACT TO"LOT I'.IT IS ADVISED
BY CONTERRA NETWORKS) SURVEY PROVIDED
/ 2 1JT /9 / THAT THI5 ALTA PLAT CANNOT BE FINALIZED UNTIL:
TERM.-TERMINUS '67 ,,yy��` ITEM#4
TR.=TRACT P4 w TO BE DETERMINED(PLAT NOT REFERENCED) -NEW LOT#1 IS APPROVED AND RECORDED A3 ASUBDIVISION OF LAND
y �6' /g WITHIN CLEVELAND COUNTY-TOWN OF BOILING SPRINGS. O
XUTILITY PAINT MARKING/FLAG(PLACED BY OTHERS) M%��t 9 / �pI
0-UTILITY POLE �g / 95/ REISAA NEL.DISiuftBED) ITEM#5 -ANEW TITLE COMMITMENT IS PROVIDED TO THE SURVEYOR REFLECTIVE V.E ��
®UTILITY SERVILE PEDESTAL (NOT nEL01 THE EASEMENT IN FAVOR DEPARTMENT OF TRANSPORTATION RECORDED IN OF THE SAID SUBDIVISION. a
DEED BOOK 1250 PAGE 600 AFFECTS THE SUBJECT PROPERTY AND HAS BEEN .:6 N
-w-WATER LINE('BURIED') FIN:2505-90-9552 / LEGAL DESCRIPTION(PER SURVEY): ILLUSTRATED AND LABELED HEREON. - ^ w 50 w
I.WATER VALVE 05 14-E PG 57 / BEING LOCATED WI THIN THE TOWN OF BOILING SPRINGS,CLEVELAND COUNTY. (_T-nG%!1(^fY yA^� OU
NORTH CAROLINA;BEING A PORTION OF RIE PROPERTY DESCRIBED IN DEED ITEM#6 r N
'NOTE' BOOK 1284 PAGE 1 os(CLEVELAND REGISTRY)AND BEING MORE PARTICULARLY THE SEWER LINE EASEMENT IN FAVOR OF CIEVEIAND COUNTY BOARD OF SURVEYORS CERTIFICATION:
BURIED UTILITY LINES ILLUS11ZAlED HEREON 5 40°SS(TI E�� / DESCRIBED A5 FOLLOWS: EDUCATION RECORDED IN DEED BOOK 19,PAGE 662 DOS NOT AFFECT O ^
J NYE SUBJECT PROPERTY,IT PERTAINS TO A DIFFERENT PARCEL OF LAND HELD %N .1
ARE SHOWN PER MARKINGS PLACED BY OTHERS 6.59'(TIE) TO:
AND ARE SUBJECT TO THE ACCURACY THEREOF \\\\\\\\ BEGINNING AT A#4 REBAR WITH MCASEE IDENTIFICATION CAP SET ON THE ITEM SHARED PREDECESSOR IN TITLE TO THE SUBJECT PROPERTY
--` E.L. IL p'E
/ \ NORTHERN MARGIN OF THE 60 FOOT PUBLIC RIGHT OF WAY LOCATED OVER -THE BROADWAYGROUP,LLC W C�
HOLLY HILL ROAD;SAID REBAR BEARING STATE PLANE COORDINATES(NAD53 ITEM#7 -CHICAGO TITLE INSURANCE COMPANY,AS TITLE COMPANY 11 Q W V V
/ EPOCH 201 I):N=ID POINT
OF FEET AND E= WITH A EN FEET:THENCE RECORDED N BOOK E RIGmr OF WAY AGREEMENT
PAGE N FAVOR
OFDOF STATE
E HIGHWAY
IGH TAPROCOMMISSION
MMI SSI ONnaS t'-
PIN wGZB RUNNING FROM SAID POINT OF BEGINNING AND WITH A NEW NORTH 03°26'4B" U Z r J
/ •TERM.5.C DB 1 a PG 394 BEEN ILLUSTRATED AND LABELED HEREON. O
WEST OF 33].22 FEET TO A#4 REBAR WITH MLABEE ID CAP SET; O Ll E
THENCE TURNING AND RUNNING WITH THE SOUTHERN BOUNDARY OF THE HEREON-
THIS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON Z
/ PROPERTY OWNED BY HUMPHRIES(DEED ROOK 14-U PAGE 451)AND PARSON ITEM#B WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE"2021 \�O/� 01 g LL
(DEED BOOK 16-A PAGE 641)NORTH Z3°44'46"EAST PASSING A I INCH THE ANNEXATION ORDINANCE OF TOWN OF BOILING SPRINGS RECORDEDESUBJECT
IN MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTANSPS LAND TITLE r 1 v q W
/ DEED BOOK 1330 PAGE 374 AFFECTS Tnf SUBJECT PROPERTY THE SUBJECT \ •I III1 SURVEYS",JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND N5P5, V
DIAMETER IRON PIPE ATADISTANCE OF 33.6E FEET FOR ATOTAL DISTANCE I� 11 CI�LL U'z O
or PROPERTY WAS ANNEXED INTO THE TOWN OF BOILING SPRINGS PER THIS AND INCLUDES ITEMS 1AR ME ,2,3,4,5,5-9,11,13,14,16-19 OF TABLE"A" �-1 I
GLOBAL POSITIONING SYSTEM CERTIFICATION WES301.00
ERN MARGIN OF THE PUBFEET TO A 74 LIL RIGHT OF WAY LOCATED ED OVER NC HIGHWAY DOCUMENT ���'(N SURVEYS",
i� THEREOF.THE FIELD WORK WAS COMPLETED ON APRIL 5[h,2023. a N LL
/ I50(AKA S.MAIN STREET);THENCE TURNING AND RUNNING WITH NC HIGHWAY .`Q e QFE81p°°°3 i N
I,J.BARRY WEST,CERT,THAT MI5 MAP WAS DRAWN UNDER MY I50 SOUTH 03.06'35"EAST DISTANCE OF 226.03 FEET TO A 74 REBAR A PORITEM T ON OF THE SUBJECT PROPERTY LIES WITHIN THE PUBLIC RIGHT OF WAY E P12 ry9(:9; DATE OF PLAT OR MAP:APRIL 202 2023 a N @
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY WITH MLABEE IDENTIFICATION CAP SET ON THE NORTHERN MARGIN OF ME _ = J-r
LIMITS OF NC HIGHWAY 150(S.MAIN ST.)AS SHOWN HEREON.THIS PORTION _ SEAL ° _ LL-
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM PUBLIC RIGHT OF WAY OVER HOLLY HILL ROAD:THENCE TURNING AND RUNNING OF THE PROPERTY IS SUBJECT TO THE SAID PUBLIC RIGHT OF WAY N
THE SURVEY: WITH THE NORTHERN MARGIN OF THE RIGHT OF WAY OVER HOLLY HILL ROAD - e L�693 _ N N p
1)CLASS OF SURVEY CLASS A SURVEY THE FOLLOWING SIX COURSES AND DISTANCES:I)SOUTH 63°47'I.WEST A THE BOUNDARY AND PUBLIC RIGHT OF WAY LIMITS OVER HOLLY HILL ROAD(5R - ° �'° 1 Q N m
2)POSITIONAL ACCURACY(65%CONFIDENCE):0.011'HORIZONTAL DISTANCE OF 79.97 FEET TO ACALCULATED POINT.2)SOUTH 60'23'5,WEST 1149)ARE COINCIDENT AS SHOWN HEREON. ,�.1 ^ {\ (\`�v`/*`\ 3 d E
0.025 VERTICAL ADISTANCE OF 49.26 FEETTO A CALCULATED POINT,3)SOUTH 5,37'10" '�•� 5;'.b= Cj� `/�y.0'r1IFn1 pousTzarinu Bo l oc5a Z'
3)TYPE OF GPS FIELD PROCEDURE:RIX NETWORK SOLUTIONS WEST A DISTANCE OF 55,73 FEET TO A CALCULATED POINT,4)SOUTTi ITEM 710 ;,e'9PRY 1*,,''' C1 N
USING A SPECTRA PROMARK ZOO 51°06'06"WEST A DISTANCE OF 46.94 FEET TO ACALCULATED POINT,5) EASEMENTS AND RIGHTS OF WAY FOR PUBLIC AND PRIVATE ROADS AND 11111I I I ` 2 XI 3
DUAL FREQUENCY RECEIVER SOUTHC]"WEST A DISTANCE OF 445.20 FEET TO A CALCULATED POINT UTILITIES ARE
ARP SHOWN HEREON PER THE PROVIDED TITLE COMMITMENT AND ARE W-5
Al DATES OF SURVEY:3/29-4/0S/2023 AND FINALLYALLY 6))SOUTH 49°4229"WEST A DISTANCE OF 6I.90 FEET TO THE LIMITED TO THOSE RECORDS DISCLOSED THEREIN.
5)DATUM/EPOCH:NAM,/EPOCH 2011 POINT AND PLACE OF BEGINNING. SCALE:1"-40'
6)PUBLISHED/FIXED CONTROL USED:WA-VR5 RTN ITEM571 I-712
Z1 GEOID MODEL:2012E HAVING AN AREA OF I.M I ACRES. DO NOT CONTAIN MATTERS OF SURVEY
5)COMBINED GRID FACTOR:0.993534976
40' 20' 0' 40' BT'
9)UNITS:US SURVEY FEET

DEMO NOTES / I I \ // ^' // / ExlsnNc 1'coNTouRs rTi I 1 I i\ I / / / H N
I / /'- / / // / I =11 III rI� ;\' / VICINITY MAP
/ / / I / / / SURVEY CONTR;>L / ....km ail. / EXISTING NCDOT 71
z « ,i e
1. ALL SITEWORK SHALL BE IN ACCORDANCE IM TH ALL LOCAL,STATE, /'- I \ /7'/ / I / / // (60d NAIL) / u " RIGHT OF WAY(TYP) / (NOT TOSCALE) 00 w°' w w r n
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN r I I I / / ,/� / 6 gl I ERA R / N C�_�'3
THE PROJECT TECHNICAL SPECIFICATIONS. I 1 J / / EL-$88.45' Y� I / I \ \ a�+i s HI I EXISTING SHED TO REMAIN I IJ / /,��' IIII111I ( / _ y=uu
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED / / I (ENCROACHING ON PROPERTY) \\ / / I ///III XXX`� - rII / / mh Rp. a a GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN / I T -' / / EXISTING WOODEN FENCE / f_ I\/E I 1 Pr
OBTAINED PRIOR TO BEGINNING CONSTRUCTION. / / i I GEORGE D. PeARSON / TO BE REMOVED / -I` i II II 1 ? // ODUEG P
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED // I ...--I
IPRSCLLA M./IPEARSON// „`� gI I I F� II / / / G n
CONTRACTOR. II \ 1 PIN: 2505-41-1456 \I I ^ tl /
( \ I I I y, EXISTING CONTERRA NETWORKS / z
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE / / I •
I NB 16—A IPG 641 / / - / V ^O / BURIED TELECOMMUNICATIONS / a
EXISTING CHAIN LINK I LINE TO REMAIN
CIVIL DESIGN CONCEPTS INSPECTORS HOTLINE AT 828-771-4755, / / R15 RESI NTAL I I /
OR EMAIL AT INSPECTIONSOCDCGO.COM. _'1/
/ \ FENCE TO BE REMOVED "'� / ,,i ° � I / Np PJE• Q
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING ti 1 / 1Cil _ / P OO d u
OR REDOING WORK REVONDA S1 1V „� / i I I / INS'
I EXISTING SHEDS / I I1 / /
HUMPHRIE�J ro BE C OHEDO . Q / N N
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE PIN: 2505-31 19 483 ' m \ �/• / / / I N I g,�II / / / PROPERTY a' y'
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO / I / I / / �, 1 I / I' // Q-
g •
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DB 14-U PG 451 ,I' / / / I 1 I >I 1 I dl — ' �V O_
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PB 5 PC-45, / ' / I� 'I /'
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT / / !/ / ' ro I I I III Y.
y...r I EXISTING UTILITY POLE TO BE RELOCATED d�\y z �_ y p 3
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S LOTS 1/�9-183 \ I / / m I I„1 k'F'I"I: (CONTRACTOR TO CORRDINATE WITH UTILITY)- - �0V a (,� (°) 3
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO R15 RESI ENTIAL I / / g 1 I /CONSTRUCTION. / / / / I I / h // U`I I / / /
I °I 111010111
EXISTING OVERHEAD UTILITY
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES CALLED OUT 1 filer j / // / I TO REMAIN(TYP) /
TO REMAIN DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING \ - ��' / / �, I
OR RESULTING FROM CONSTRUCTION ACTIVTY IS THE � / m / I I� I� I I I \ J DEVELOPMENT DATA
•
(11111)
RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN / Y I> I I....) 21 ` -7 N. /
ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE \ f / / - i - J I \ I I C �, OWNER/DEVELOPER: THE BROADWAY GROUP
AGENCIES AT THE CONTRACTOR'S EXPENSE. -, / / `L/-) 1, 216 WEST SIDE SQ.
/ / ,' / I _I� 1 / °�EXISTING OVERHEAD UTILITY TO REMAIN HUNTSVILLE,AL 35801
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST I / / w (TYP)(CONTRACTOR SHALL COORDINATE CONTACT: BOB BROADWAY
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE I I III I II /WITH APPROPRIATE UTILITY) [phone] m
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, / / / I `III / � / - N
72 HOURS BEFORE CONSTRUCTION BEGINS. / / / ` • / F I 1 � / I /! \ S CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. ‘j
` 1 \ \ 168 PATTON AVENUE
/ / / I / I I 1 I C \ \\\\ r 0 ‘.
ASHEVILLE,NC 28801
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR / �+ !P= \ \`-,\\\ CONTACT: BEN MUNN,P.E. W
SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES /
/ I I (828)252-53MM
NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING / / 1 \ I 1 °I -�\ \\\ I (11111)
U
DEMOLITION AND CLEARING. / / I \ F Is 1I ti'r{ 01 \ \\\\ I SURVEYOR: MCABEE&ASSOCIATES,PA. U
IT:l� 1 �A\\\ I 1 PO BOX 1768
9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND / \ FAIRVIEW,NC 28730
CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN / I 1 F I I X..'/ \\\ /\ CONTACT: J.BARRY WEST,PLS V
ACCESSIBLE. / / I I i 4 II �� \\ I [phone] Z
en
10. ALL DEBRIS,STRUCTURES AND UTILITIES TO BE DEMOLISHED AND / // / I EXISTING NIECHBOR'S MAILBOX
REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. // / • I EXISTING DOMINION 12 I 111 III�II g, TO BE RELOCATED
ANY ADDITIONAL DEBRIS,STRUCTURES AND UTILITIES ENCOUNTERED ENERGY 2"0 GAS LINE 11 I / C -c u ¢ ¢ m
DURING CONSTRUCTION,WHICH IN THE OPINION OF THE ENGINEER < / / / TO REMAIN >� I I I: / / I
SHOULD BE DEMOLISHED AND REMOVED,SHALL BE DISPOSED OF • / / / I / I I EXISTING EDGE OF
OFF-SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH / (/ // I I / K III II II NI o I ASPHALT PAVEMENT(TYP) 2 /'
APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS. /
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED
// / I Ig II1 I I\ =1'I/ / / // \ I PROJECT DATA
PROPOSED DEVELOPMENT PROPERTY IS NOT WITHIN A WATERSHED - \ \ / I, / I▪ 1I II I m -'
A� 1 1 I = EXISTING SANITARY SEWER I PIN: 2 50531 91 48 J 3
• )g I \ (TYP)TO REMAIN.SIZE / ADDRESS: 442 GAFFNEY RD,BOILING SPRINGS,NC F m w s 14
-
\ ,7 I g r` AND MATERIAL UNKNOWN DEED BOOK/PAGE: 14E/57 - ' w o
E IT I II 1 " PROPERTY LINE(TYP)I I ° \ 1 PROJECT ACREAGE: 2.00E ACRES m , tt m
g CURRENT ZONING: B-1 COMMERCIAL Le,-, 4 a
\ I 1.'. C• / I I II I II 1
I 11 I \ I
/ PROPOSED ZONING: B-2 COMMERCIAL - w o w F
I1 I \ I ` I 1 I EXISTING POWER °J ° I I I EXISTING FIRE / SETBACKS: A A > it '
c` \ =I 1 POLE TO REMAIN I I HYDRANT TO REMAIN / FRONT: 20' m . a
/ I I SIDES: 20' w o w
\\ ` A 1 '' ,l 11 1 \ REAR: 30'
/ EXI
1 EXISTING SIGN \ I \ \ / CORNER: CORNER CLIP INCLUDED IN R/W' 0
PROPOSED LOT LINE(TYP) JO
TO REMAIN I 1 \ 1 I \
EXISTING PULL BOXES(2) \ EXISTING 36"RCP STORM \ DISTURBED AREA: 2.AU AC
\ STING TREE LINE TO BE ADJUSTED AS NEEDED TC HUB(2) \ ISEWER(TYP)TO REMAIN. \O BE REMOVED(TYP) (COORDINATE WTH UTILTY / � 1 PRE POST
) av\. MPERVIOUS AREA: 0.004 ACRES(0.2%) 1.03 ACRES(57%)
T7 o \ / PERVIOUS AREA: 1.81 ACRES(99.8%) 0.78 ACRES(43%) m ^ N
EXISTING TELLICOMUNICATIONS PEDESTAL \ I /Ill
TO BE ADSTED AS NEEDED / w • \ \// (COORDINATION WITH UTLITY) ( ,7 1' 1 II /
INV.'550.3' I k _EXISTNG TREES AND/7 mli
\ I / / �. fiii) \ \ }
\AI
VEGETATION TO BE /
REMOVED(TYP) NCDOT RIGHT11_2d / y1 I I \ O IWAY CORNER CLIP i i'� \► i/ I ° I I =
\ / R I \ / Oop?\.°M duo :;l`�
\ / I g I / �il:K��
.0(�,'7(j •� \ - . \ l / g EXISTING CONFLICT \ I W _<: ze
\ 5, B' \ \ // ! / : ss MANHOLE TO REMAIN I I _r_'.'^ "a -°z
\ i / //-- o� RIM: 885.69 I / S°°�
• ,/,�,7 y / I INV.B79.4 ] / W °°a oJ Q;'W
\ \ .k i i I.i \ \\ \\ \\ / ) ///� �` oe\ / %TO BE RESLOCATW SIGN
I TOP OF SEVER PIPE: 881.P /�i -„��p`f \>
/i N
\ \\A \ EXISTING WATER VALVE \ // // i /' / s� / N ////% '_/ / O /,/� \`
ALL
\ TO REMAIN. / / �� /°�ly��/" / N oo I / / // / i-
'-.... / \ \\ SIZE UNKNOWN / �s / \ EXISTING SANITARY SEWER // // ////�fi /
\ // 1 /� °� �d��m (TYP)TO REMAIN.SIZE I / / \ (\ W
\ \ I \ / / '\` ' AND MATERIAL UNKNOWN /if \ //y�1�
\ \ \ \ / )�/�� `f I �L / / CC
/ EXISTING SEWER \
\ \ // 'j/// a,/, ,/ ( 'G „, / / MANHOLE TO REMAIN \ O
\ \ \ \ \\\\ / / �w / i� /`� S/' \ ,[ I 1 / / RIM: 885.77'
/ A I v/ / //„� �'/' 117 p,54 X °°' —I°, A I / INV: 880.6'
ESMk LOT) \ \� / ///,4*-_„--7 0���54�t/�`,, / �,,/ \\ �4\ 1 I�I 1 I \v �� I\II I\I \I A\ z
ANT V \ V // / �. C� / \ V 1 A I I
MERC AL \ //// ,�% / ^\ �- EXISTING STREET SIGN \ \II 1 I 1 W
\ \ / / TO REMAIN \ I \ EXISTING EDGE OF o
/ \ / / ////� / / lb / 1' ,- --- \ \ g I ASPHALT PAVEMENT(TYP) 1 CC z
//�111
\ \ /// //// ,/ // \ /-/� PROPERTY LINE(TYP) \\ \\I\\ I I / I // 1 I I\ \\ \\ 1 \\\ /V11) z
\ \ \ /C- / EXISTING WATER MAIN \ \ \ \` \ \ N/ 0" \ \ (TYP)TO REMAIN.SIZE• \ 1�I\ _ \ \ \ \ \ z
-/ \ \\ \I ` \ // U" I AND MATERIAL UNKNOWN \� \\ \\ I \ —BURIED02"NATUR�ILG\AS'UNE\\ \ \\
/// a / \/ —\ N N N \ (4PPROXIMATE LOC4TI01)15FYOWN\PER\ \ CDC INSPECTIONS HOTLINE: a\ / / \ 7 015 PLOT PROVIDED TO UR\VEYDk1 \ N.
\ - , I \ /1 / / ^: pi A, / / i \ \ \ r \ \ \ \ 828-771-4755 OR [e-mail] �/�
! EXISTING SEWER vJ
'' 1 I \ / J/ // Ay MANHOLE TO REMAIN \ \ 1 \ �/ BY DOMINION ENERGY) \ \ \ \\ II..II o4 a
I \ a �` �� RIM: 890.98' \ I 1 \ I \ \ \ \ \ ��1 1jII o0
'o
\\ I �d�9 // i "s / _--\\ INV: 884.90' \ I \ \ / I I \ \ \ \\ \ 811 o IIIII 111 I w o
1 �\ Ii\� K // s r , 1 \\, ., , I ,1s, , 1 \ I1114 J
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I
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,_— EXISTING NCDOT I • \ I Know what's below. CO
1 �/ / / / Rlc r OF WAY(TYP) II i Y dig. NORTH x =
/ �)i 4Call before you
/V �/ // //so'-ow ,� \ I 7 ,'\ I / / I DRAWN BY: KWN
/ "5 ,LIMITS OF 1 // I 1 / /-, I / / / / CDC PROJECT NO.: 22313
/�///�/j /�' / \ DISTURBANCE I / PERMIT NO.
o 4 / EXISTING CONDITIONS AND BB TBD
\ / / / / / / \- I m / ' / \ I I / I I NCDEQ EC NO.: TBD
/ / //
4 I / / / DEMO PLANS
a j/ / /
/
/// / / \ / I / / / / I
/l GRAPHIC SCALE
�� / /
\ / I I / / 20 a 20 40 60 SHEET
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e/ / / / /
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II wa'
SITE NOTES - I VICINITY MAP 2 a „R �
PROPERTY LINE(TYP) 20'SIDE SETBACK I'74)`► e
PROPOSED PRIVACY WOOD FENCE(TYP) o
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, I 1 (NOT TO SCALE) O J N" w w m m
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN ::-.._� II I PROPOSED PYLON SIGN C_m w w a
THE PROJECT TECHNICAL SPECIFICATIONS. I i..7:::• (DESIGNED BY OTHERS) a w a ''w LP
2
PROPOSED 8'x22'PARALLEL ::::::1:.:::::
2. SINGLE-PHASE CONSTRUCTION. �''" '''''" '''' a u w i s
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED PROPOSED 20'WIDE LANDSCAPE BUFFER PARKING SPACE(TYP) . PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TYP) Gti ppRN'R� 3`A a PROPOSED GEORGE D. PEARSON �''.
CONTRACTOR. (SEE SHEET L101) .r'.�:":':..'::-:':":': I� I /I 2 GOUVE n
PRISCILLA M. PEARSON
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE PROPOSED DUMPSTER PAD I D
CIVIL DESIGN CONCEPTS INSPECTORS HOTLINE AT 828-771-4755, (SEE DETAIL D2.02) PIN' 25D5-41-1456 '''''/' I Y� _
OR EMAIL AT INSPECE INSPECTORS
ON.COM. I PROPOSED HEAVY DUTY ASPHALT DB 16-A PG 641 y I 0 / W E
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING _ _
OR REDOING WORK PAVEMENT(TYP)(SEE DETAIL R15 RESIDENTIAL / �/ �1� / % III
D2.14) -!,'•:': 'i 1 I I PROPOSED NCDOT DRIVEWAY APRON(TYP) ND U5. Q it
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE REVONDA S. ' '' '' Z A�t�t$Of (SEE DETAIL 02.05) PINEIA o a 0
5 E
P /
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO //• E I
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR HUMPH RES I •'•'.'-'.'.'•'���� - '.: :��.��20 qD I ��• N y
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PIN: 2505-31-9483 I PROPOSED STANDARD - - � III PROPERTY Q g
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT PARKING SPACE(TYP) ::':'✓ Xis 1.4111
PROPOSED CONNECTION TO EXISTING MAIN C
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S DB 14-U PG 451 i STREET(CONTRACTOR TO PROVIDE SMOOTH In0 8
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO I -: R34.0' TRANSITION AND NOTIFY ENGINEER AFTER J" (.l
CONSTRUCTION. PB 5 PG 45, tom, � 2•y C/! � FORMING BUT PRIOR TO POURING CURBS d z _ y G
LOTS 179-183 i �' AND PAVING) 0\5 ;6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES SHOWN TO V'` Vo V 3R15 RESIDENTIALREMAIN AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY � U'�DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION _ _ I1101
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO , - I
J- I E
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF LOADING AREA
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. - - 1 I d � DEVELOPMENT DATA
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / l 4
Cii)
•
•: : -'-'.''•� ` 36.0' THE BROADWAY GROUP
OWNER DEVELOPER:
CO HOURS BEFORE AL CONSTRUCTION ACTIVITY IS UTO3 BEGIN.THE ::::::.:.:*-.'.1'
__ ��11� PROPOSED STOP BAR TYP) 216 WEST SIDE SQ.
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 611, E ' 11110111 (PER MUTCD STANDARDS) HUNTSVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTOR BEGINS. liCONTACT: BOB BROADWAY
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE' IIits
,, [phone]
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% � '► PROPOSED STRIPING(TYP) 12
it
(PER MUTCD STANDARDS) CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. O
SIDEWALK CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A -'�'��'/ ,•° 168 PATTON AVENUE
MAXIMUM OF 1/4'PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE r I ° �� 24.0' //A 1 I�,� NI I�i ASHEVILLE,NC 28801
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A r • PROPOSED STOP SIGN CONTACT: BEN MUNN,P.E. W
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT i
R3a.o' o [phone]
1V (SEE DETAIL D2.04)
CONTRACTORS EXPENSE. 6� �X �� U
T} 6, q SURVEYOR: MCABEE&ASSOCIATES,PA.
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE I1 9.0' I PROPOSED CART CORRAL h�t PO BOX 1768 `J
NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. I22.8' FAIRVIEW,NC 28730
PROPOSED NCDOT CURB RAMP (11) m
20.0' CONTACT: J.BARRY WEST,PLS z
90• (SEE DETAIL D216)(TYP)
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE I e ,li .--- --„, (82B)628-1295
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM 11 TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINT I / / W \ 1 I 1
1 \
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTICIMIN 60' 1 I J J J J
WITH PRIOR APPROVAL FROM THE ENGINEER. •
I I `, W I�,� w I I I1 ['Tom
11. CURB AND GUTTER ON THE HIGH SIDE OF PAVED AREAS AND Pa ` W IIIINL
� 1
ROADS SHALL BE CONSTRUCTED WITH SHALL CURB AND GUTTER. I I I W w 1� I I I1
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH 80' I_--36.0'STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND • I- 20.0' ,,, °, 2 1GUTTER DETAILS.CURB ENO TREATMENT SHALL BE APPLIED AT ALLI II1 Ww 1 1VA I 1 iv FRONT SETBACK PROJECT DATA
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. n - aPIN: 250531914812. PROPOSED STRIPING DETAILS FOR SITE ARE DETAILED AS D2.12 II� WWI I I � 1 �.' °IADDRESS: 442 GAFFNEY RD,BOILING SPRINGS,NC - s o1 DEED BOOK/PAGE: 14E/57 9w -
W~1w - 1 STORMWATER CONTROL MEASURE PROJECT ACREAGE' 2.00±ACRES o3 I )T) 1 I., w WI I ¢ I4 (SEE STORM SHEET) N ttj ¢ mCURRENT ZONING: B-1 COMMERCIALw w J'I J RES r W W w °- W• I oNl VPROPOSED ZONING: B-2 COMMERCIAL w z 5 o• I N1 SETBACKS: 9 . sSITE LEGEND W FRONT: 25 a
I' SIDES: 20' o 0
LOT LINE - - _ - "' �' W I- W 140 A PROPOSED STREET TREES BEHIND SIDEWALK REAR: 30'
I I I I °" (SEE LANDSCAPE PLAN) CORNER: CORNER CLIP INCLUDED IN R/W'
SETBACK LINE w
a+
DISTURBED AREA: 2.00 AC
e.o T 6(2)
SAWCUT LINE - - - - - - II I _)__ a W W 1
I ° W I I Illi 1 SIDEWALK MUST BE A MINIMUM OF 10'FROM 0RE PO3T
EOP AND BEHIND DITCH(TYP) IMPERVIOUS AREA: 0.004 ACRES(0.2%) 1.03 ACRES(57%)
PROPOSED SIGHT TRIANGLE m 100 9. W W `I I I I •
PERVIOUS AREA: 1.81 ACRES(99.8%) 0.78 ACRES(43%) n m NowPLANDDGPM �. °� �"' / � 06-�+-0�- o m m o
PROPOSED HEAVY DUTY PAVEMENT11 GROSS 12,668 S I •
0x- o
" SALES 10,387 SF I w� ��
FFE:893.30 ,®111 - W/[,/ '�- _� ��-° "`-"`1ZONINGDATA
PROPOSED LIGHT DUTY PAVEMENT IeI .4PI,4.:DDO,3' / __ye�' �✓' -
.o- 1C � Mem
i , - INV.'879.I PARKING CALCULATIONS
o
- j/ 1
o I , 3 '1 P RCP VEHICULAR: }
PROPOSED CONCRETE - / --- • At/4/ __ iW' Q�,36 REQUIRED SPACES: (MIN.1/400 SF,MAX 150%THE MIN) J
& SALES AREA: 10,387 Z
/ SPACES REQUIRED: 26 MIN, 39 MAX �� Nil' ''%
PROPOSED LANDSCAPE AREA ;•, / ///V ® \:... .....................
SPACES PROVIDED 37 TOTAL 0 T`O\ d'/7
/ I x HANDICAPPED SPACES: rJ.l -Qe O �z OK
-� 0n ss SPACES REQUIRED: 2 SPACES PROVIDED: 2 _
0 / BICYCLE: > U;� c+e Z
VESTIBULE ENTRANCE 411114 . o /� 5.2' o'' MINIMUM REQUIRED: 0 AMOUNT PROVIDED: 0 W ;y°. o ��.
9 BUILDING DATA: '' O(( °CV
PROPOSED 0'ADA PARKING SPACES(TYP) NI\ 0,/�� /� I o BUILDING DESCRIPTION HEIGHT QFA Q
Li-
1 -10'WIDE VAN ACCESSIBLE LOADING AISLE / fi TYPE C PLUS SINGLE STORY STEEL 18' 12,668 SF
2-HANDICAP PARKING SIGNS(SEE DETAIL D2.08) / / *\:,
�-` zs/
4-STEEL BOLLARDS(TYP)(SEE DETAIL D2.13) ,ti _
m
WHEELCHAIR RAMP(SEE DETAIL 211) @ /•V �� ffi ---
1 CC
NOTE: // / 7 a /,• f q ' ' CC
11111.14.1.11)
- HC SYMBOLS NOT TO BE STRIPED :,
o
FOUNDATION PLANTING LANDSCAPE AREA • / /� 44\.,' ) / r
)ER LOT) / - �' / `z
ACRES \ / //• `-: � /� �� ,� I� A < o
ANT I •� /°� 0 20'SIDE SETBACK
VERCAL I / / /& �� / 11
LU
U
// // u• /� �� PROPOSED LIGHT DUTY 1I I I CC
�f s PAVEMENT(TYPICAL IN PARKING I COF
I / Z.
`/I / '"'YYYY / AREAS)(SEE DETAIL D2.14) I V/ z
/ 'oo
Io�/ //0_ �/ BURIED 02"NATURAL GAS LINE /�
F'�% / Ir /� PROPOSED 5'CONCRETE SIDEWALK (APPROXIMATE LOCATION SNOWN PER CDC INSPECTIONS HOTLINE: L,L w
`' / " a 7 (TYP)(SEE DETAIL D2.01) GIS PLOT PROVIDED TO SURVEYOR 828-771-4755 OR [e-mail] �/�
4.0 / WI / ER DOMINION ENERGY) vJ
tip/ /� /0 , �I II���iill,.�lII III 0
I / / ° -7 f' PROPOSED TURNED DOWN I :',8:
Z WI
/ / �' °/ / / CONCRETE SIDEWALK(WIDTH 811 0 1 0
��/ / ° /se /.' VARIES)(T1P)(SEE DETAIL D2.01) __�� III I li
III
Q J o
I
/ Know what's below. N CO
I • '_ A/ /55 /'' Cell before you dig. NORTH
DRAWN BY: KWN
CDC PROJECT NO.: 22313
'ZZ PERMIT NO.
I c+'/° WI SITE PLAN BS TB0
/ / RODEO EC NO.: TBD
�/ / \ z,/4 / GRAPHIC SCALE
I
/l,,` / °s 4' / 90 0 00 00 00 60 SHEET
\� / / ''' C201
/2 •, t -. (IN FEET)
1 inch= 20 it.

GR-EC-SW NOTES I �
J'' 1 I Ii1 VICINITY MAP >El 44
.-4 „, "
Qin« ze e
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL I I I (NOT TO SCALE) p N
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR I PROPOSED TEMPORARY DIVERSION DITCH f I I i-m s H
ZKINCLUSION OF DETAILS SHEETS WITH ALL PLANS. (T�) /' III �u O uOLL2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA `(►9 1 I I ¢y sFLOODPLAIN. I / Q0 1 \ I /'1 PPPSA R�' 6
GEORGE D. PEARSON I \ 1
3. SOIL TYPE: PbB2/C9B2 / "�� / II I \ ? a
GOO-
SOIL GROUP: B PRISCILLA M. PEARSON -7 PP I N €I I \ , ' II y
4. STREAM INFORMATION: I EXISTING 1'CONTOURS(TYP) PIN: 2505-41-1456 / / �7 Qo 1 �I / I \\'9 I I i z
INDEX B-50-3s DB 16—A PC 641 Q / �' /� s r I I UT
NAME YANCEY BRANCH R15 RESIDENTIAL/ �� �' / 1 I I I I \\ I IJ
CLASSIFICATION: c I >P� / `' I i ND A`h Q a
RIVER BASIN: BROAD REVONDA S. I ��/ �' o I ' 1 I it PINE o 0- u
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE HUMPHRIES (� / /� /� I b O PROPOSED 50'x25'x12"CONSTRUCTION ENTRANCE •/ N y" °u
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, PIN. 2505-31-9483 I -7 Q7 / // ,� �1 I (� (TYP)(SEE DETAIL D3.04)(CONSTRUCTION PROPERTY Q y'
OR EMAIL AT INSPECTIONSWCDCGO.COM. op/ / / :I''-\
/ N III 1 ENTRANCE TO BE MAINTAINED AND ADDITIONAL C mo
DB 14-U PG 451I 7 YI .I I STONE ADDED ON REGULAR BASIS AS NEEDED)
/
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING Pg 5 PG 45, .�r / '/ R I yI �.\�' rn cOR REDOING WORK / 7 '" / 8 I I I LATITUDE: 35.2357 { 2 >_ .0 G ;
LONGITUDE 81 6651 YY I� U QU 3
/
LOTS 179-183 _i. / 3R15 RESIDENTIAL �. /�pO I // /
/ Iro �o/'PD / / iiljs�� rj� I ri (11111)
ROUGH GRADING&EROSION CONTROL LEGEND 7 9O // / I / / / / / r4���ii�,��, I ' �! PROPOSED TEMPORARY RIP-RAP LINED TRENCH
/ / / 1]'���,�4� ' J� AND PLUNGE POOL(TYP)
/ / ►ice.�hy� DEVELOPMENT DATA
LIMITS OF DISTURBANCE / 7 PO \ / / / / / Yl♦� '� ii
-
/� / m/ 1.4`0 ���.- ' ' / II OWNER/DEVELOPER: THE BROADWAY GROUP
SILT FENCE Sr / '7 Q9 \ ( / / / I m I ►4S:�411�lli: PROPOSED BAFFLE(SEE DETAIL D3.09) 216 WEST SIDE SQ.
/ ( / / \ \ / / I 1 Ij�'�►a� •• _ 0I HUNTSVILLE,AL 35801
/ / I �.� �#'_ BOB BROADWAY
SKIMMER&CONTROL STRUCTURE �0 /Q� / \ \\ / / / I �. I ` CONTACT:
/ I I III III I I [phone] N
/ I I PROPOSED BASIN BOTTOM
TEMPORARY PIPE / / I / / / I I \ jS_ L 1 �W�2 CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. 0 �j
/( I / I I I yS , 168 PATTON AVENUE
/ A01I ASHEVILLE,NC 28801
EXISTING CONTOURS 00---- /p / I / I / I I S ` I CONTACT: BEN MUNN,P.E. 0 y
PROPOSED CONTOURS 00 // a / / / // I / / \ I II I PROPOSED TOP OF STORAGE [phone] w
A ELEV:BM
/ / / / I I r F II I _ SURVEYOR: MCABEE&ASSOCIATES,PA.
TEMPORARY DIVERSION DITCH >TO >TO / / / / / I I PO BOX 1768
/ I \ o I / I FAIRVIEW,NC 28730
PERMANENT DIVERSION DITCH >PD >PD / / / / F I PROPOSED TEMPORARY SKIMMER BASIN CONTACT: J.BARRY WEST,PLS O
p / / / / I I (SEE DETAILS D3.08) [phone] z
PLUNGE POOL d I / / / q I 1 CONTRACTOR SHALL CONVERT TO DRY POND
/ / I Al ONCE SITE IS STABILIZED AND APPROVED BY STRAW WATTLE I / // // // / I "� '� NCDEO m
p / / / / / / I I I PROPOSED CONCENTRATED FLOW OUTLET
STONE INLET PROTECTION ••J a / / / / F
I I / '' I 41 (TYP)(SEE DETAIL Dao3)
n I I' III I I. PROJECT DATA
I'''',
I I III 01111
PROPOSED 1.5•SKIMMER WITH 1.4"ORIFICE PIN: 2505319148 a k -
I p \ I I 9 (' I 8 (TYP)(ISEE DETAIL D3.07) ADDRESS: 442 GAFFNEY RD,BOILING SPRINGS,NC / s
11 a \ I I \ LOT 1 DEED BOOK/PAGE: 14E/57 8 w -
n \ I (NEW LOT) / I / PROJECT ACREAGE: 2.00t ACRES m o
I I I \ / 00 I CURRENT ZONING: B-1 COMMERCIAL - w o
\\ 1 I I I \\ 1.94 kORES �� I I III PROPOSED PRIMARY OVERFLOW BOX W/TRASH PROPOSED ZONING: B-2 COMMERCIAL
1I I I I RACK(TO BE CONVERTED TO SCM OUTLET w m y
/� 1 I N \ \ \ e I CONTROL BOX)(SEE SHEET C952) SETBACKS: a W a
^ I
I \ \ I I FRONT: 20' a
I °m SIDES: 20' o 0
A I ' \ \\ \\ \ \\ \ \\ I III \ I �' 2 REAR: 30'
CORNER: CORNER CLIP INCLUDED IN R/W
\ \ \ `9y \ \ \ \ / >j I DISTURBED AREA: 2.00 AC
I 1 �� II II POST
A \ \ \ \ \ \\ \ I AT I I IMPERVIOUS AREA: 0.004 ACRES(0.2%) 1.03 ACRES(57%) M M n
\ 5' \\ \I \\ \ \\ \ `$' \ /-/ J
�— PERVIOUS AREA: 1.81 ACRES(99.8%) 0.78 ACRES(43%) m ^ 5w\\ \ \\ \ \ \\ \\ ��� 3 �—on—on— mo
NaI \ \ \\ VA �vA �' � � k3
o o jPROPOSED PERMANENT DRAINAGE DITCH TO BEI \ \ �\ \ e /_ =�c—y—�E—' ZONING DATAINSTALLED EARLY AS A CLEAN WATER DIVERSION n I \ \ \ \ \ \ I �� Imo• an _-
(SEE STORM PLAN)(TYP) I\ I I \ \ \ \ \ \ I \ \ _ n M m '0 z
\ \ / // II. -_� K � PARKING CALCULATIONS\ V A V A I \\ d _ 1� VEHICULAR: Y\ REQUIRED SPACES: MIN.1/400 SF,MAX 150%THE MIN)
\\ a I
N.I °J \ \\\ \\\ \ \ / \\ I /// -/T � \ I SALES AREA: 10,387 Z '
N \ \ \ \ c \I Jr, / I II \ SPACES\ SPACES PROVIIDED 39 TOTAL RED: 26 MIN, 39 MAX „Niv
I \ \ \ \ \ ,I / / g I HANDICAPPED SPACES: W �Q e e K'-
I I \� \ \ \ \ \ \ \ �, // / �1 -/ q I ? \ BICYCLE ACES REQUIRED: 2 SPACES PROVIDED: 2 _U, _z
� \\ \ \ \\ \ 0./ /r /� �,� \ \ W 'S' < EOM`
�� MINIMUM REQUIRED: 0 AMOUNT PROVIDED: 0 0 4
n ' \ \ I
\ \ \ \ \ I // / 7 a� I I J// BUILDING DATA: . ��i/c1/pry= ,,,�C�P:
I I\\ \\ \ \\ \\ \ \\ \ \\ / / J//---2 PROPOSED 3 SIDED WEIR OPEN THROAT(TO �/ O
\' \ z`' BE CONVERTED TO SCM OUTLET CONTROL BUILDING DESCRIPTION HEIGHT QEL
O I \ \ \ I \ \ .,./ �AA-jU�j BOX)(SEE SHEET C952) TYPE C PLUS SINGLE STORY STEEL 18" 12,668 SF
1 n ' \\ \\ ` � \ \\ \ \ 1 / I / J' �� �Q ./ PROPOSED PERMANENT STORM PIPE '�
\ \ \ \ 1 \ 0 / / / .• m (SEE STORM PLAN) �� W
1:::
01!
PROPOSED STRAW WATTLE n I\ \ \ \ \ \ � / �'7 /°� '�l / \
(TYP)(SEE DETAIL D3.01) t
\ \ \ \ \ \ / \ - o� )�� I I \ II
)ER LOT) i'61
zy
\ , )//z )4 7 ..,-./...-illips '
v1ERCIAL d \ I A A /i/ /�' Ci V
4 1CC
y z
di,
\ \ \\ \ / ///// // r �/z i /- PROPOSED 1'CONTOURS(TYP) I I I z
f ,�// Iyq}-7
i PROPOSED SILT FENCE
\ ' \\ \\ \ 7,-"1,„
a(/ / �/ v m (TYP)(SEE DETAIL D3.02) o li ao
•
•
/� CDC INSPECTIONS HOTLINE:[phone] OR [e-mail] o
CC z
I
1 I
I ' w\ / / / PROPERTY LINE(TYP) III III : II 11 o CIS o
tliC% I / s-`// 5, I ,' 11
811 .
i/ ` LJ o
��\ �-y /� / / / �/ I /// PROPOSED LIMITS OF DISTURBANCE(TYP) \�� 'II
I NI II) ri
¢o
1/ Know what's b@SOW. CO
p // // �/ 1 4� Y 9• NORTH
I ✓ •
�1/ Call before you di
/ / / / / DRAWN BY: KWN
/ "� CDC PROJECT NO.: 22313
�/�, /,7 �'� 4/ /� ROUGH GRADING AND EROSION BS TBD
b /'/ / / 4 CONTROL PLAN PH 1 PERMIT NO.
� / / / / / NCDEQ EC NO.: TBD
/ / ....
h GRAPHIC SCALE
/ /�/� zo 0 a 20 0 eo SHEET
/ / \ 4 0
/ /�� /�/ I4/ 4 ( IN FEET) V 30 1
az/ / / / / / 1 inch= 20 ft.

0 .
PROPOSED PERMANENT RIP RAP DITCH LINER ■' A m v� o
GR-EC-SW NOTES (SEE STORM PLAN) VICINITY MAP _2 s
<z'�N mi"Je
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL � �►�� (NOT TO SCALE) p w w m m
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR ' .'/ .1i C= m w�m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. I /�'t,■aaa9 a S z a i y OLLO2. FNOL PORTION OF THIS PROJECT LIES`MTHIN THE 100-YR FEMA I ' 7 Q� I RN'Rp. a u a u LL
FLOODPLAIN.
3. SOIL TYPE: PbB2/CaB2 ••� ? GOO-'- N N 3
SOIL GROUP: B ��j7 Q' 1 ~� m
4. STREAM INFORMATION: I EXISTING 1'CONTOURS(TYP) / j-7.0 ! / ' ` U z
INDEX 9-50-33 I ��' / Fr Q 2 o
NAME YANCEY BRANCH Q JE
CLASSIFICATION: C S� -7 / W 'I E1P,00 P Q
RIVER BASIN: BROAD PROPOSED 1'CONTOURS(TYP) ',■ / a 7, II P1N OO d
YS /�) y
5. TOISCHEDULE THE REQUIRED INSPECTIONSNS ON ALL 28-7 CALL THE, Q� I I, .// d `� / N c
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, I - /7 I / P O // U PROPERTY Q ..T
OR EMAIL AT INSPECTIONS®CDCGO.COM. � }/ r] -� i
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING I �� / 1 , y •�C)
OR REDOING WORK '■� ����O � -ram-• ram'■ r ■ �z ■ ' / ro II O{�\ z , O
cam 1�
ROUGH GRADING&EROSION CONTROL LEGEND .i��PO .. ..... - cep G PROPOSED DRIVEWAY CULVERT(SEE STORM PLAN)
C/
E: TROCTLRE
PP" la OilDEVELOPMENT DATA_ PSS 0
♦ : _Y -- - - (SEEM ) B�0 / ♦ . „i I [phone] it
TEMPORARY PIPE ♦♦ i 'r \ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �0 j
♦♦ ��r� 168 PDESIG AVENUE
EXISTING CONTOURS 00---- •� ♦♦ ® ■1,— �4, I, I ASHEVILLE,NC 28801
BEN MUNN P.E.
w
0_ ♦ I MP■i*� �i II CONTACT:
D_ - ♦ 1 /I ®` (aze)252-53e8
PROPOSED CONTOURS 00 A /
♦♦ r—,Ur o 0I SURVEYOR: MCABEE&ASSOCIATES,PA.
TEMPORARY DIVERSION DITCH / ♦♦ I ® PO BOX 17680♦ PROPOSED TEMPORARY SKIMMER BASIN FAIRVIEW,NC 28730 m
PERMANENT DIVERSION DITCH >PD >PD / ♦ I J IP (SEE SHEET C301) CONTACT: J.BARRY WEST,PLO 0
CS ♦♦♦ , ; i CONTRACTOR SHALL CONVERT TO DRY POND [phone] Z
PLUNGE POOL ® ' n / ♦II , / ` 1 ONCE SITE IS STABILIZED AND APPROVED BY
A 2 NCOEQ
STRAW WATTLE i , - I I _ I i I < < < m
':1 1
STONE INLET PROTECTION ',� •• ! �� °a � �♦�•�* I
i
®�� t�����® I m I Q PROJECT DATA
.�.�♦�.�♦���♦�♦�.�♦�.�.�.�.♦��� - —I m I PIN: 2 50531 91 48 m k �`X'
li 1';
F� �r�����������������~��������� , I I 8 I ADDRESS: 442 GAFFNEY RD,BOILING SPRINGS,NC F m s a
�♦♦�♦••♦�•♦•♦p♦♦♦ PROJECT ACREAGE 2.00t7ACRES w m VVV
®. ♦�.�♦�.•..♦.♦��♦�♦�.�:.♦-:� Im ' m, I CURRENT ZONING: B-1 COMMERCIAL tt
PROPOSED ZONING: B-2 COMMERCIAL
PROPOSED PEE ERMANENT PN A DRAINAGE DITCH ®•♦♦♦N♦♦♦♦A♦•♦♦•♦��� ___ -1—_- �d I_ p o c'
� o�/Ti/l SETBACKS: m a ��
gi
��♦�.�♦II♦�.�♦�.� �♦�.�♦�♦�.�♦ T m11
m I I I FRONT: 20' z
Ir
I I\\ � �®' e \ '!� REAR' 30' o
♦♦♦®��♦♦�♦���♦�♦�.�♦�♦�♦®��,�.�♦�♦�.�♦ \ I 0 1 CORNER: CORNER CLIP INCLUDED IN R/W
Ils,
PROPOSED STRAW WATTLE ' , ♦�♦�`�♦.�.�♦ '♦�♦�.�♦�.�♦�.♦0�.�♦�♦�`.--' \ III J I
(TYP)(SEE DETAIL D3.01) I ®�♦�♦�®+♦�•�•� ♦�♦�•�♦�•�♦�♦���•�♦�♦�•�• ° °a.- \ 'co m \ 20,121h
I o
I
I DISTURBED AREA: 2.00 AC' j �(° 44: `� � I PRE 1.03 a
' ' „♦♦. - ,.• ♦.♦..®♦.♦�® 0 1 IMPERVIOUS AREA: 0.004 ACRES 9.8%)) 1.03 ACRES(57%) M M n
♦♦�.♦♦♦. .♦♦♦♦♦.♦� � - ,ti- PERVIOUS AREA: 1.81 ACRES(99.8%) 0.78 ACRES(43%) m 0 N N
PLAN D DGP � ``
11 � ��� GROSS 12,668 LS
� ' I • —° o o a
a � �� SALES 1 Q387 S �- : _
�0� I ® ���1 .� ZONING DATA
I N_ ♦..♦♦.♦� ®�'�®.®�.♦♦.. •
/ PARKING CALCULATIONS' f `� " '� a �. z
� ��������®�� °~ : . / . _ VEHICULAR.
•I f / ( I REQUIRED SPACES: (MIN.1/400 SF,MAX 150%THE MIN) Z
I CO_ '` '" , _. _ o+ \ _ SALES AREA: 10,387 Z \., i
I •••♦♦®♦♦�♦�♦�♦�♦�♦�♦®♦�♦�♦�♦�•��S♦�•�♦ \ , 2 SPACES PROVIDED 37 TOTAL 0 \./�o,� ° d��y^.-
.♦..♦♦...♦.♦..�♦.♦t' ♦� �� I SPACES REQUIRED: 26 MIN, 39 MAX N
Q I : I ��♦♦..�♦�♦�.�.�.�♦�.�♦�.�♦'�♦�♦�.���® _ I I I HANDICAPPED SPACES: W -Q e z K O
I ! ♦♦.♦♦....♦.♦.®♦♦. .. $ SPACES REQUIRED: 2 SPACES PROVIDED: 2 - _ N
I ♦������������A�♦ \ f BICYCLE: (D,� :z
� "♦������`�� _ '� 0111V >" I �- MINIMUM REQUIRED: 0 AMOUNT PROVIDED: 0 W �j.°WO m G.�'�
•/ AL I ah I .'-♦:.:♦:.:♦:♦:.:.:+.♦:♦:♦:.:♦:.:��♦:.:♦♦ / i BUILDING DATA: � ��'�N F'C\��`\`
e
�licil
mn ..♦.♦♦♦♦♦♦..♦♦♦♦.♦♦..♦♦♦.♦♦♦.♦♦♦♦�.♦.♦♦.♦♦� / I Y BUILDING DESCRIPTION HEIGHT $ Q
♦:,±.:♦:.:♦:.:♦:♦:.:��♦:♦:.:♦:.:♦�e.:♦:.:.�♦: ` ��, TYPE C PLUS SINGLE STORY STEEL 18" 12,668 SF
4.
44
PROPOSED PERMANENT RIP RAP APRON
♦®♦•♦•�•�♦�♦�•�♦�•�•�♦�'•♦®®♦•�♦�� ~ �, ill /° •`•R IN STORM POND(SEE SHEET C952) --- /Wy
'Mr 7
I #4*4. \ 1 " <C 'Ng. 4.°n. WI
• \ ALL SLOPES GREATER THAN 4:1 II VJ
II , \ �• 7 c,/ ' �� SHALL BE SEEDED VATH KENTUCKY a
\ / SLOPES 4:1 OR LESS SHALL BE
I v i \ \\ ,,� o-" �/' .$1 I SEEDED WITH VELVA TURF(TYP)
� / LL J
co 1
i ,,r,° / % ,
ALL 2:1 SLOPES AND GREATER TO BE STABILIZED /,� *, \ ,,, / Iiz -
/ / (2/1)� � j' o fo
z PROPOSED SILT FENCE CC J
N / (TYP)(SEE DETAIL D3.02) CDCJNSPECTIONSHOTLINE.
I ' `� [e-mail] c/�
vJ
PROPERTY LINE(TYP) I I'"'I ,,
81i aIIIIII "_ _ A
1 ic.,
�'�� i ./ PROPOSED LIMITS OF DISTURBANCE(TYP) ��� III I 1110 /II J
a O o
/V �i Know what's below. r, CO/ Call before you dig. NORTH
ALL SLOPES GREATER THAN 3:1 BE t 1 $ =�/ // DRAWN BY: KWN
HYDROSEEDED WITHIN 7 DAYS OF ESTABLISHED CDC PROJECT NO.: 22313
FINISH GRADE FOR STABILIZATION.PERMANENT - .� / , PERMIT NO.
VEGETATION SEED TO CONFORM WITH SEEDING - RG-EC BS TBD
REQUIREMENTS SHOWN ON DETAIL SHEET. /•'� PLAN PH2 NCDEO EC NO.: TBD
I Ifil a / /
/ GRAPHIC SCALE SHEET
C, ��\111011' 2o a I 00 o eo
/ '''-- C302
`� o / ( IN FEET)
1 inch= 20 ft.

PROPOSED PERMANENT RIP RAP DITCH LINER `'}'' J m 2 i m v2 m F o
GR-EC-SW NOTES DEPTH: 18" VICINITY MAP '" '
PROPERTY LINE(TYP) STONE CLASS: B a 2 g n i c
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL SIDE SLOPE:
DRAINAGE DITCH N" PROPOSED STORM STRUCTURE(TYP) / .S® •' ,. (NOT TO SCALE) o w.- E 2 m m
a
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR BOTTOM WIDTH: 1' (SEE TABLE&DETAIL D5.03) i .0151 l• I I C m m m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. �/r3_..e'�! �$ II� a�+i a
w 112
DLOPE: 1'MIN.
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA SLOPE: DB MIN. �7 PD RDa6uZFLOODPLAIN. CHANNEL LINER: DS75&RIP-RAP /(SEE DETAIL D5.04) GEORGE D. PEARSON - l PPS /
3. SOIL TYPE: PbB2/CaB2 / ? ODUEGti 3
SOIL GROUP: B PRSCLLA M. PEARSON //-7 P I F-� �'
4. STREAM INFORMATION: I PIN: 2505-41-1456 0 I i t� o D
INDEX 9-50-33 I PROPOSED PERMANENT DRAINAGE DITCH"8" DB 16-A PG 641 / i/ �/ O 1 a
NAME YANCEY BRANCH BOTTOM WIDTH: 1' R15 RESIDENTIAL,/ / /
CLASSIFICATION: C SIDE SLOPE 2:1 P� / r� 4 IA D AVe Q
RIVER BASIN: BROAD RE VONDA S. DEPTH: 6"MIN. A -7 i I V1 I PINE N OO d
SLOPE: 1%MIN. r f^�
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE HIUMPHRIES I CHANNEL LINER: NONE i �j/', / /� / d \J / N
lL
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, PIN 2505 31-9483 (SEE DETAIL D5.04) i- -7 / / O"I PROPERTY sZ y
OR EMAIL AT INSPECTIONS®CDCGO.COM. , / / / �' v I C i
DE: 1L-I 451 7=�� casa.� c9z.9 Q9' ,N
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING 1 / �� FG 90. / ;•N C V
OR REDOING WORK ,P - \ •G 915 w .y�/ QIVI`I� {\y ;
L._I , `�J / '��/ O / _♦ j���� 'N sag _`b - •::�'' I I'C S x Il �0� Il IV IV 3
R15 RESIDENTIAL % I /��� �� ■ •-'T ' J'� m
P •
STRUCTURE TABLE ./''''."''' (1111)
,� / ss.,.. °°° • •i.5 m �, 'I .:i S,ITI�,I�,
(INVERTS BASED ON zD LENGTH TO INSIDE EDGES) / ' - o I ^� " DEVELOPMENT DATA
STRUCTURE STATION STRUCTURE DETAILS DEPTH DESCRIPTON / 7�• / BC 92.•� '• / I>
♦ I OWNER/DEVELOPER: THE BROADWAY GROUP
RIM 890.5 7 P' / •c 9z.8 1 ♦♦ 03 m .c 91. I Imo+ 216 WEST SIDE SQ.
Al 10+50 INV.IN 887.2(A2-A1) 5.5} CURB INLET / / '/ ♦ / / c995 I ill HUNTSVILLE,AL 35801
INV.OUT 864.974(Al-AO) sw 9z7 �� �♦ ) / w 9 t x CONTACT: BOB BROADWAY
• �� ) .
4 �sw asla [phone]
RIM 891.8 / -::-_ swa.s
A2 12+00 INV.IN 888.8 A3-A2 ♦/ / / �l CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. sj
( ) 3.2} CURB INLET / ♦ ( ®, ��-
,! • 111_, swas.sAS16 VILLE, AVENUEINV OUT 888.590(A2-A1) ♦♦ �- _ ss
T `IIRIM 891.2 nFG 92.7 ♦ C 928� , �� w I 7, �I ASHEVILLE,NC 28801
m
♦
A3 12+71 2.0} YARD INLET D- / I Ill �� [phone] 911
sw as.t CONTACT: BEN MUNN,P.E.
y
co)
INV OUT 889186(A3-A2) /' / / ♦♦ I , o L PROPOSED HP STORM DRIVEWAY CULVERT
/ 92 / ♦'J s ^s-0p5 - i�� =I SURVEYOR: MCABEE&ASSOCIATES,PA.
RIM 887.1 (I \ /•. / ♦ / I ad
:c Az.G 11�, 9� c. 0,,_- s BgI PO BOX 1768
81 10+35 INV.IN 883.2(62-B7) 4.0± CURB INLET I FG 92/ °o/ ♦ RIM99.] c G of FAIRVIEW,NC 28730
INV OUT 883.133(B1-BO) ♦ FG 92. Iii
-� I,,, Fo sw es.7 CONTACT: J.BARRY WEST,PLS
Ilip I I
IIO "
/ s/ .. \ [phone]
RIM 887.1 0_ / / sw 93.0 /cn 0 F
B2 70+70 INV IN 8837(B3 B2) 3.5} CURB INLET A 1 z ! / G 921 s/ ® /�
INV.OUT 883.600(132-B1) sw 93.2 /c> '4-4'
y zj U w w m
RIM 890.9 I k
.t ¢ ¢ aINV.IN 8863(B3%-B3) `I / sy�93.2 `+B3 11+4fi ( ) 4.7t CURB INLET ; RIM9tINV.IN 88fi.3 B4-B3 ® � 1 I I�w SW 85.4 (SEE DETAIL SHEET C952
RIM 890.7 11 kOk � �NI w 93a I% I �w G PROJECT DATA
B3X 10+46 3.3} CURB INLET SW 91
INV. OUT 887.361 (B3X-B3) 0\01 a
• • PROPOSED PERMANENT ROADSIDE DITCH PIN: 2 50531 91 48
8 � ;•�� TO OPEN THROAT STRUCTURE oRIM 891.8 p i 5 I ADDRESS: 442GAFFNEY RD,BOILING SPRINGS,NC - tos_ IINV.IN 887.4 B5-B4 0_ w I W h -
84 12+09 ( ) 4.8} DROP INLET ' . �V �, �, ,,, DEED BOOK/PAGE: 2.00± - o
INV.OUT 886.981 (B4-83) /� , .. G 92'S I W �' 1 PROJECT ACREAGE. 2.00t ACRES ?
4, OT) I CURRENT ZONING: 3-1 COMMERCIAL u
A
®.. ® S' a
w w m l PROPOSED ZONING:I ® ,RLS n I � 0 OSED ZO G. B-2 � cG "' J
BS 13+402.8} YARD INLET o w r
•
INV.OUT RIM 891.39(B5-B4) ♦♦��. • ®� m ., ' W 1 1. o , w ' .a 'i o
• . ♦.:.♦- ®®® � C w W a W a° ml II i SETBACKS: a 4 dt a a o
FRONT:
20' ffi
SIDES: 20' o
�. �,•®®®® ° s\ FG 9 - �' a W y,• �/ : I REAR: 30' -
�I I(I 11 CORNER: CORNER CLIP INCLUDED IN R/W'
ik
• � ® 1
c�00 • DISTURBED AREA: 2.00 AC
INLET/OUTLET TABLE s3.2' c 92.2 :c 925 q
♦ w 9�3 W m .r m III ll PRE POST
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) 11 . A A®®
IMPERVIOUS AREA: 0.004 ACRES(0.2%) 1.03 ACRES(57%) M
STRUCTURE STATION STRUCTURE DETAILS DESCRIPTON 1 ® R ' W I -• EXISTING 36"STORM PIPE(TYP) PERVIOUS AREA: 1.81 ACRES(99.8%) 0.78 ACRES(43%) n n o o w
PLAN D DGPM °A�� FG 9z,• m m m
AO 10+00 INV.IN 882.0(Al-AO) FES � P,- tr. �� / l 0NoN-O"- N o
111�II G GROSS 12,668 SF � I�' ��� 9,.. • ' ��� ` -- o o
BO 10+00 INV.IN 882.0(B1-BO) FES p U s $,4I,ES 10,387$F G 92.8 W t � -I EXISTING STORM MANHOLE
I a . FFE:843.30 ®®®® , 925 , •,. / •. /-- / �i ] ZONING DATA
DO 10+00 INV.IN 882.9(D7 DO) PIPE PROJECTION n y ® ° I = I n N a n Z
AM / /�. ;. ) III -- / PARKING CALCULATIONS In
D1 10+94 INV.OUT 884.400(D7-DO) PIPE PROJECTIONI ♦ ♦®�® ® ° A - 1 �-/ - - VEHICULAR. Y
11111M. / yA� /
rro ♦ ® ® sw 912 . G92) \ �� '/� " ` �• - REQUIRED SPACES: (MIN.1/400 SF,MAX 150%THE MIN)
\1 ®®®® ♦® ®® / �,t I o" SALES AREA: 10,387 Z
®® • ° \ o SPACES REQUIRED: 26 MIN 39 MAX 0 �' /1,.//,
PIPE TABLE H° s ���i \,• CI) �'..`� �Q� C,�i I SPACES PROVIDED 37 TOTAL : � �y-:A
• / I�(/ ¢ g HANDICAPPED SPACES:
SPACES REQUIRED: 2 SPACES PROVIDED: 2 W Q:"' z
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES) 1 I ' ®®®®®®®® •�: i / w es.♦ I w O oo O • �„�; �
PIPE NAME SIZE LENGTH SLOPE MATERIAL `O itis® //-a- - > ,J► y I =U;✓, -e =\
I.
, � s \ i / /� '+� BICYCLE: " �• vt
Al-AO 15" 51' 6.0% HOPE I a. �•♦� w s / /•J' o" 4 f / MINIMUM REQUIRED: 0 AMOUNT PROVIDED: 0 W '�Y WOE U0.P O�
q
A2-Al 15" 148' 0.99, HOPE n: c 925 \ J 'c 9G 9 °/ d' -',�<y R
®®®♦� s •
�- •G 92.5 RIM a•. 7 m PROPOSED CONNECTION INTO EXISTING / BUILDING DATA: % ON �C\���`� \
A3-A2 12" 69' 0.5% HOPE ®♦. .:. 0 0 I 092.\ % ° /'s/ �/ STORM PIPE \a`
/ • J�-- NOTE: BUILDING DESCRIPTION HEIGHT Q
B1-BO 75" 35' HOPE v • �" / w /" /) Ti 8 CONTRACTOR TO VERIFY LOCATION/INVERTS TYPE C PLUS SINGLE STORY STEEL 18" 12,668 SF
V . °//- / 7 %/ /N PRIOR TO ORDERING MATERIALS.
I ? of . .. f a / ��/ i
B2-B1 15" 32' 1.1% NUPE .� ...♦®� ° \ \ --
B3-B2 15" 73' 3.4% HOPE v' •^ // /:�• PROPOSED PERMANENT RIP RAP APRON I
/7 �--- / ro IN STORM POND(SEE SHEET C952) i W
63%-B3 18" 43' 2.5% HOPE 1 II ®®•.�AAAAA� i/� CC
84-B3 15" 60' Men HOPE o_ \ �f' ✓W
o
B5-B4 10" 128' 0.8% HOPE A •
�i,, �/ '7- %'/� �, 5" / q (/)
C1-C2 24" 37' HOPE Ili ° . 00 E� �/ >/' \ l I J
D1-DO 18" 94' MEM HOPE *R LO%� �, \ - ♦� i �/ / ice: �,,, z
ACRES V V S�� �I 1111,1.,
�'� �� �1P 11
l Q o
ANT ♦ �a
vIERCIAL 0- \��• �I /�/ / � �� - �'
/ I
PROPOSED 10"HDPE DOWNSPOUT \ \ A \ CO
,.� // ;,/ //4�i ' EXISTING DRAINAGE DITCH ;
COLLECTOR PIPE(TYP)(1.0%MIN.SLOPE) / \ \� I A
•
•
♦ s'
•
' #.
ALL DOWNSPOUT COLLECTOR PIPES SHALL BE HOPE WITH \ W'g / / PROPOSED STORM PIPE(TYP)
PUSH-ON WATERTIGHT JOINTS, WYES,FITTINGS AND ` 6 /' (SEE TABLE AND DETAIL D5.01)
COUPLINGS AS REQUIRED TO TIE-IN ALL DOWNSPOUT \ i
RIM 9t.: CC
LEADERS AND ROOF DRAINS FROM THE BUILDINGS. 1 / a' CDC INSPECTIONS HOTLINE; /"4 w
COLLECTOR PIPES SHALL HAVE 18' MIN.COVER AND BE Li
(TYP). A / , -7- 4 828-771-4755 OR [e-mail] //�
AT 1.0%MIN. SLOPE TYP CONTRACTOR TO COORDINATE - v J I
CONNECTION LOCATIONS WITH ARCHITECTURAL PLANS. / '
(SEE DETAIL D5.05) s`+ PROPOSED WATER CROSSING II I III III (Z °'
I (12°MIN.VERTICAL SEPARATION) I 0 o
V
PROPOSED PERMANENT DRAINAGE DITCH"S" d / /zs / ��� o I R o
11,
BOTTOM WIDTH: 1' I �/ PROPOSED SEWER CROSSING ` W J
SIDE SLOPE: 2:1 / (18"MIN. VERTICAL SEPARATION) ��� I a
DEPTH: 1'MIN. / ' 0
SLOPE: 2%MIN. / / _110 o
CHANNEL LINER: DS75 I V I /"•' / Know what's below. ',, CO
(SEE DETAIL D6.04) �j/ Call beforeyou dig.1 PROPOSED PERMANENT DRAINAGE DITCH"A" NORTH
4
'/ / BOTTOM WIDTH: 1' DRAWN BY: KWN
SIDE SLOPE: 2:1
�/ / / DEPTH: BR MIN. CDC PROJECT NO.: 22313
• / / O.
¢ �1�7''� 7'')7�,{TAT ,��7 PERMIT PROJECT
TBD
CHANNEL LINER: NONE S l O111V1 PLAN
//'/ / (SEE DETAIL D5.04) NCDEQ EC NO.: TBD
' ,/ z9 i0 z9 40 60
�/j �/ GRAPHIC SCALE
`s / / a SHEET
/ _
►4 ' /� - v /4� / - - - G 'I1
��� / // E,/4 `4 / 1 inch FEET 20)ft. V O 1

H
iF3N °�JQ
�z
iiW< >Wu
900 900 4 i z z=
EXISTING GRADE(TYP) ¢u
3
FINISHED GRADE(TYP) / FINISHED GRADE(TYP) EXISTING GRADE(TYP) N
/ FINISHED GRADE(TYP)
E
/ -- 1 / 890 890 B90 890
/
EXISTING GRADE(TYP) Q
1.4' r) a
69LF-12"HDPE 0 0.59. ''—�- _______ MIT
— 148LF-15' HDPE®1.0% 94LF-18"HOPE®1.6% V�V 3
2.3' a �ri
p^ 37LF-24"HDP ®1.% aI 8B0 0 880 880 880
m
®59% m m *� N
pPE *w m nn.v p as u
""51LF-15"H ^Q a+mm m ¢+- m O0
0
a N N
a�ro�0 i_0 ON -b. c� v.
oa z_ OOJ
cc+ N m U
BBO I -- I :.,5 0 :I
`880 +Z adz i�om�
Q ¢oo�?� Y�> °o<mm O-o> w
o z z U a U
O p M d J
PROPOSED SEWER CROSSING I a 0
}M�
El': -PROPOSED WATER CROSSING 870 o 0 o do 870 870 00 "' 870 z
a ¢ a a
870 870 CULVERT ALIGNMENT PROFILE STORM OUTLET PROFILE
Y lz k
o
m
STORM A PROFILE w w
.,a m La m s o
" 1
' 5 L.,900 Z'900 900 900 0 0 - -
EXISTING GRADE(TYP) z
>-
`y4
FINISHED GRADE(TYP) Z---- ' FINISHED GRADE(TYP) LLJ a�N �z, \�
/ EXISTING GRADE(TYP)
P
_ 890" _—' n,890 "
890
/
LL
-________--- LIMI I o
— 128LF-10"H)PE 0 0.8%
60LF HDPE®1.1% — y LIT-Laildill
-�- - - 73LF-15.HDPE LO
M m n m 'L
32LF-15D l m n m al
VJ
PE 3�%— 2 a
351E-15"ND F- a m+rn o .. m)4( J
m S11 ro o o n ..oo� z
_o "1 co m m a m N z= z ,TA ro o
880 Sion m m -o a ~ 880 880 m+ m mr F o> ¢
o i m R,zzo oFo>> �m??o _ W c>
'3 m oNo»> c_Im __ oNd»
oz
�. oNmm n --- a --- CC m ' Mm m+��� z
omoN mo� r zo y
momz '�m o � a> CD
z
o» oz V
Fa� av�ia-- aIN __ 'oU
5Noz M
a
c'
870 870 870 o m 870 Z
0 0 0 oo +
J o
a 0 0
STORM B PROFILE STORM B CROSS PROFILE o m
DRAWN BY: KWN
CDC PROJECT NO.: 22313
STORM PROFILES PERMIT NO.
BS TBD
NCDEO EC NO.: TBD
PROFILE SCALE
0 0 2 4 8 SHEET
I II I I II I
1 Inch=20 R.(H) ( IN FEET) 1 Inch=4 fi.(V) C502

WATER NOTES II VICINITY MAP HR ,T
4 � a il wm_
1. SEE WATER DETAIL SHEETS FOR ALL GENERAL WATER NOTES. 1 ,q,' I (NOT TO SCALE) p J m
CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH 1 % 2 I a.,` y i x
ALL WATER PLANS. / _- a w a
/ ND$ ZZ$
2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5'OFF EDGE OF / / j I RM Rp. a i ¢3 i
PAVEMENT/SIDEWALK. WHEN A UTILITY STRIP IS PRESENT,METERS ��\J
SHALL BE INSTALLED WITHIN STRIP.WHEN SIDEWALK IS GEORGE D. PEARSON - I` - I EG��P �+
CONSTRUCTED AND NO STRIP IS AVAILABLE,SERVICE LINES ? GODU N n
CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE I PRISCILLA M. PEARSON / / II r� I^I
EXTENDING 6"ON EITHER SIDE OF SIDEWALK PER CITY OF PIN. 2505-41-1456 / q� 1 D
ASHEVILLE STANDARDS AND SPECIFICATIONS. DB 16-A PG 641 / - / / �,
I E
3. TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE R15 RESIDENTIAL/ / I \,T by' ' �, '
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT-OF-WAYS SHALL 1N�00 A Q
BE A 20 FEET.THE ENTIRE WATER EASEMENT MUST BE CLEAR AND REVQND A S. I / J/ F N� P C OO d
REMAINED CLEARED OF TREE PLANTINGS,EXISTING TREES,AND ANY - C�I O
PERMANENT STRUCTURES. i / I r C, N aye
_ _ PROPERTY
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE F., 1i i / / / Z ¢I�; I' O V
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, ^ d
OR EMAIL AT INSPECTIONS®CDCGO.COM. / / \J" a
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING - _
OR REDOING WORK ' .: J ' / \-° � ` -• • ■ .. `'d ilii.
�,0�{� ? (.� („�
R15 RESIDENTIAL / • ' " �'
______ _
,„„
.....„-- .
I
r I
Q
I
___„-- .
/ ������ / �� , 1
I DEVELOPMENT DATA (11111)
U
,„--
-----/ �y
r\ I"" I: PROPOSED GAS LINE
/ I OWNER/DEVELOPER. THE BROADWAY GROUP
7\r"" // \ / / m -- ` I (COORDINAGE WITH UTILITY) 216 WEST SIDE SQ.
m i b", 5801
♦ / , ,'^ x'° .I BOB TBROADWAY 3
--_____ CONTACT:
----',I . I II C4 I [phone] N
— � � V 1 �I CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
�* m --- '— - q 168 PATTON AVENUE 0 ss
II/
0* II�� Pn oid CONTACT: ASHEVILLE,NC 28801
---- / ,�♦ 11',Ilf u --,�J.— 3011
1 � I I (BBTB)252-538a c1i
w
SURVEYOR: MCABEE&ASSOCIATES,PA.
/ ,�• ® / /� �II - " Ti`, ng ril PO BOX,NC
6 FAIRVIEW,NC 28730
/ ,1� �` s/ops li
I of CONTACT: J.BARRY WEST,PLS i
��� / A aza)6za-1zs5 (11111)
�i� � s�'
\ E, s.
f ®® ® ��' ��i�®®® �`" m I � i ! I I-�4.®� - ® �° i.IPROJECT DATA��-
~•�� ®® \ '" W W + PIN: 2605319148 4 PROPOSED BUILDING UTILITY CONNECTION �♦•.♦� �� I^q rya \ - II W W w r,w w IIIIIADDRESS: 442 GAFFNEY RD,BOILING SPRINGS,NC ¢ w(SEE PLUMBING DRAWINGS FOR CONTINUATION) ♦ ® A �I E I 1 DEED BOOK/PAGE: 14E/57 r zf,J 6
,.I WW �' PROJECT ACREAGE: 2.00t ACRES4 =► �, F _'" CURRENT ZONING: B 1 COMMERCIAL sIsm® � II411 a; w w 4• 1,y�. '`R�� ___ _I____ - W W � i II � PROPOSED ZONING_ B-2 COMMERCIAL "' �� �♦ �®®� ♦ Im W y ", i E I ✓rEXISTING FIRE HYDRANT(TYP) o♦ �♦♦ �Ii
% I FRONT S. zo'
®� ® --_ W w CK s��� .h m W . I SIDES: 20' o\ REAR: 30'm� ♦ ♦�♦ DI: ;III CORNER: CORNER CLIP INCLUDED IN R/W
I. ' ® �• ��®��� 'C \ \ 11111,
�v i1 ON
IoDISTURBED AREA: 2.00 AC
wPREPOST
1� �� \ IMPERVIOUS AREA: 0.004 ACRES(0.2%) 1.03 ACRES(57%)
i \� R� ` W WW W �� PERVIOUS AREA: 1.87 ACRES(99.8%) 0.78 ACRES(43%) h `0.� o
�� PLAN D DG , ,d� ■ _ K N I - m - m o
7 ��� GROSS 12,66 ®♦�i —� —SALES 1 DG •\ \ ♦ `I � �� i—"E ZONING DATAM-\ :\1 ♦�__ /1II =ti4M1� 1 ♦ 8 / PARKING CALCULATIONS
♦ ®♦ ®® • �" \ / ,� _ ___� 4 VEHICULAR. }'
\i I, ®®®®�,♦ ® ® ,,� /� - �' ( REQUIRED SPACES: (0,3.1/400 SF,MAX 150%THE MIN) Z
' ®® 0♦® ®® \ - - �- r— SPACE AREA:R3710 TOTAL \\ /,
�®, { C� \ �— / / SPACES REQUIRED: 26 MIN, 39 MAX 0 ,Nil//'//
ti � / &'° I SPACES PROVIDED 37
• - �` • �� - j I I �° °g
®�� ®®®® ® IIr /¢ I € HANDICAPPED REQUIRED: 2 SPACES PROVIDED: 2 W _a: �z_�
L , �®®® . t2l ! \ \ ii / ./ ✓ i •
�/o 3 I BICYCLE: :U:� c+ez
I '' ®®♦♦. �.: Iv - / 4� I I MINIMUM REQUIRED: 0 AMOUNT PROVIDED: 0 W '-5.O w G.•
N g BUILDING DATA: C\
1 iCe
I "" ®♦� �: W !� \ , � / I I� I BUILDING SIN DESCRIPTION HEIGHT 12GEA SF Q \\ ® �®®� 1 L_ ,. p
o/o2 �(�� �/ I i TYPE C PLUSSINGLE STORY STEEL18" 668 11
• �¢ I W
♦��®It
®♦�® ®♦���� �d I . ,• / 2* / ESQQ I �I _ CC
�•®®® '��®®®��®� \ *Ole
Ol \/ / /��-/ O /,J" PROPOSED STORM SYSTEM(TYP) 0
- 2 I - #
�/� ( /` tl�
-( \ <S�'+' PROPOSED J
7ER LOT) ,� - •ffi / /w ire`/ \Yj7 $''' 1-1"RPZ BACKFLOW PREVEN TER IN ABOVE GROUND - z
P HEATED ENCLOSURE(ENCLOSURE TO MEET ASSE Jo
(ORES / — ,��//,(\\ • • _ ` 1060 STANDARD REQUIREMENTS)(SEE DETAIL D7.01) I I �
ANT �, ( �_ , ` �`9 1-1"UL/FM APPROVED SWING CHECK VALVE LOCATED I U
VIERCIAL I • ,� ifi [XS WITHIN RPA ENCLOSURE(SEE DETAIL D7.01) I W
•, / ,L, ` (ELECTRIC SERVICE REQUIRED FOR HEATED p II �Y o
,,� / 'j ENCLOSURE) I CC z
PROPOSED 4"SCH 40 PVC SEWER SERVICElilt , •(TYP)(2%MIN. SLOPE)(SEE DETAIL D8.01) , / w PROPOSED 3/8�WATER METER BOX /�
I / (TYP)(SEE DETAIL D7.02) V o/ Z
PROPOSED 1"SDR 21 PVC WATER LINE -./-
°'s PROPOSED)CA0"TAPPING SADDLE CDC INSPECTIONS IIOITLIIV:11 w
CC- ao
(TYP)(3'MIN. COVER)(SEE DETAIL D7.06) / �/ Vill% /' (SEE DETAIL DX.XX) 828-771-4755 OR INSPECTION@C II �/�GO.COM v J
- / �4/ - II II�� �._�II .. a
PROPOSED SEWER CLEANOUT(TYP) / g PROPOSED SEWER CROSSING cl
c o
(700'MAX SPACING)(SEE DETAIL 6.04) / /' I / (18"MIN.VERTICAL SEPARATION) III
4811 Q
/ // // I / PROPOSED CONNECTION TO `� . �I g J p
/ ' S55••• EXISTING SEWER MANHOLE \ O
/ /il (CONTRACTOR TO INSTALL SERVICE Z
'.\ q, /4 / LINE BY DIRECTIONAL DRILL) Know what's below. , CO
aK / y4/
/ PROPERTY LINE(TYP) Cell before you dig. NORTH
DRAWN BY: KWN
� / /- 4' i' CDC PROJECT NO.: 22313
"�/ / T T'T'TT T �7 p e�T PERMIT NO.
,/ �4 '/PPROHIM ATE LOCATOR OF EXISTING WATER LINE UTILITY 1 PLAN�, BS
NCDEQ EC NO.: TBD
TBD
��',/,(:›
% "U fi / (CONTRACTOR TO VERIFY LOCATION/SIZE/MATERIAL
\ P/ PRIOR TO ORDERING MATERIALS) GRAPHIC SCALE
.j `H / // 20 a is 00 40 60
SHEET
� � / == _4270 C601
�/ / �4 / 1 inch F]C 20)ft.
/ / / ./�.

A = d.4 � s
Q �z
,.°'v"ff H 2'-0" waIt.
PAVEMENT DETAILS "_® 6" 2"RAD. i w u H i LL 12"x16" a6 z1.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR SEE PAVING DETAIL wDECREASE WITH VARIOUS SOIL CONDITIONS.A GEOTECHNICAL - SIDEWALK SURFACE 2 RAD. FGm
INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS ASPHALT
SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING 12 xs (""®",J)
DETAILS ARE MINIMUM PAVEMENT REQUIREMENTS.INCREASED t ;X: " X -,X° °X° ° 12"x9"
RECOMMENDATIONS ARE TO BE USED. ("°`w'e""`_ j
1/2.,}}�. LI E
2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR d 1/8"RAD. JOINT
SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE FILLER 0.080"ALUMINUM HANDICAP
MATERIAL.WHERE EXISTING SUBGRADE MATERIALS ARE i PARKING SIGN. BOLT WITH 5/16" Q
UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH CADMIUM PLATED BOLT.NUTS d
COMPACTED SELECT MATERIAL IN ACCORDANCE WITH " TRANSVERSE EXPANSION JOINT AND WASHERS.
GEOTECHNICAL RECOMMENDATIONS. ° TRANSVERSE i 6"MIN.COMPACTED ABC
EXPANSION JOINT BOLT SIGNS TO GALVANIZED Q
COMPACTED SUBGRADE
3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY I°, METAL PIPE COLUMN (1) a
CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL SSSSSS /PROPOSED SIDEWALK COMPACTED CABC UNDER _.�V
REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED. (PROPOSED
4000 P.S.I.MIN.) o &
REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY OWNER. VARIES 1\ ^ y 6"DIAMETER CONCRETE FILLED A PAVING j o O ;
SEE PLAN GROOVE SURFACE VARIES STEEL PIPE
BOLLARD,PAINTED V Q V
4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO OWNER FOR ° D JOINT (SEE PLAN) 1/4"/FT 1/2/FT.
PRIOR APPROVAL.ALL JOINTS MUST BE SEALED WITH AN ` L, ..;
APPROVED SEALANT.STEEL REINFORCING SHALL BE USED AT o - • CONCRETE SURROUND '
JOINTS.REFER TO ACI 330R(GUIDE FOR DESIGN AND " ""-4' WASHED STONE BASE AROUND PIPE COLUMN 1/8"RAD.(TYP) `
CONSTRUCTION OF CONCRETE PARKING LOTS)FOR JOINT DESIGN °AND LAYOUT. ° NOTES: 11 3/8" JOINT SEALER
a m • 0
1. RESERVED PARKING SIGN SHALL INCLUDE A
2"ASPHALT TYPICAL SECTION WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE.
WEARING COURSE N.T.S. 2. SIGNS SHALL HAVE A GREEN LEGEND AND
_ PLAN VIEW BORDER ON A WHITE BACKGROUND. I m
1 1/2"ASPHALT ILJI
BINDER COURSE 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL
6"COMPACTED CONTAIN THE DESIGNATION"VAN ACCESSIBLE". JI= o
Z AGGREGATE BASE NOTES: 1 3. ALL SIGNS AND STRIPING SHALL BE IN 1/2" I
W ACCORDANCE WITH THE LATEST EDITION OF THEJOINT FILLER _\ COMPACTED SUB 1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 40 FEET.W - GRADE 1`-611.L MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES TOOLED CONTRACTION
a STANDARD DUTY ASPHALT DETAIL 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. -.0. MINIMUM (MUTCD)AND THE NORTH CAROLINA JOINTS 0 10'0.C.
Q. SUPPLEMENT TO THE MUTCD. 0 C.) SCALE:NOT TO SCALE 3. A GROOVE JOINT 1"DEEP WITH 1/3"RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK
AT 5'INTERVALS.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT 40'INTERVALS.A 1/2" SECTION A-A EXPANSION JOINTS 0 30'O.C.
E _ EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. AND ADJACENT TO ALL RIGID Z
2"ASPHALT D2.13 ACCESSIBLE PARKING SPACE SIGN OBJECTS
2 WEARING COURSE 4. 6"x6"/1.4x1.4 W.W.F.REQUIRED IN ALL SIDEWALKS.
2"ASPHALT NOT TO SCALE CONSTRUCTION NOTES: E BINDER COURSE m
8"COMPACTED SIDEWALK DETAIL 1.CURB SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE
AGGREGATE BASE D2.01 NOT TO SCALE 2 TORTHE CURB
BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH MARKS PARALLEL
COMPACTED SUB 3.SUB-GRADE SHALL BE COMPACTED TO 98%OF MODIFIED PROCTOR TEST
GRADE
4.CABC SHALL BE COMPACTED TO 100%OF MODIFIED PROCTOR TEST
HEAVY DUTY ASPHALT DETAIL
SCALE:NOT TO SCALE CONCRETE CURB&GUTTER(24")DETAIL
REINFORCING AS / \ D2.07 NOT TO SCALE o
RECOMMENDED 6'HIGH
BY GEOTECHNICAL WOODEN FENCE CONSULTANT 1 6'� (RE:NOTE 3 ABOVE) -\h o
5'3,000 PSI CONCRETE . B
`M-_ �1 /
4"COMPACTED
v -- ' / ° °0 ° ° /
F _ AGGREGATE BASE ° N
/ 4" lL III
W � -� COMPACTED SUB / ° A If
GRADE a
j STANDARD DUTY CONCRETE DETAIL 12' /° ,� A
S"400@ PSIo00NCRETE a •° 1
W \ / °SL WITH#4 REBAR® Q 6' DIA STEEL BOLLARD
D. SCALE:NOT TO SCALE / (TYPICAL)(SEE DETAIL)
F REINFORCING AS a 12 O.C.EACH WAY/� a ° / O e, f ,.� w
a / m
RECOMMENDED / ANIIIIIIIIIIIIIMMIMINEL• o
�< BY GEOTECHNICAL ° a WOODEN SWING GATE / S
Z - CONSULTANT ° ° o
(RE NOTE 3 ABOVE) a ° a NO a REBAR _
U NOTES: 8' a
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REINFORCED CONC 1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND. ¢ a d f z
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- 6"COMPACTED 2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF i }
AGGREGATE BASE UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)PUBLISHED BY THE FEDERAL HIGHWAY a • 4 J
ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. '
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D2.14 HEAVY DUTY CONCRETE DETREDE w a a a -Q" a"4000 PSI CONCRETE F° ����
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12"O.C.EACH WAY NO. 4 REBAR U.I Q=
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YELLOW SURFACES SHOULD BE CLEAN, DRY MAX PENALTY EXISTING CURB AND GUTTER �>j
CURBING AND METAL SURFACES FREE OF HEAVY 12"o9" F 'a ‘ 0 'o
AND RUST 2 COATS SHERWIN WILLIAMS - $250 - 66
BOLLARDS - KEM 4000 ACRYLIC ALKYD ENAMEL NOTE: n 4,000 P.S.I. CONCRETE o Z
PARKING LOT SAFETY YELLOW B55Y300 J GROUND SURFACE 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. �/.i
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3_ ALL CONCRETE SHALL BE A MINIMUM OF 4,000 PSI.
HANDICAP SURFACES SHOULD BE CLEAN, DRY. 1. RESERVED PARKING SIGN SHALL INCLUDE A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE. / y
STRIPING - TOP COAT SHERWIN WILLIAMS - 2. SIGNS SHALL HAVE A GREEN LEGEND AND :I ORDER ON A WHITE BACKGROUND. 1'-6" J \>� DRAWN BY: KWN
PARKING LOT PROMAR TRAFFIC MARKING PAINT"H.C." 2. SIGNS IDENTIFYING VAN PARKING SPACES S ALL CONTAIN THE DESIGNATION"VAN ACCESSIBLE". IAMETER \�Ti:/i
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3' 4' _I 8'MAX CONSTRUCTION SEQUENCE GENERAL EROSION CONTROL NOTES E s i i '2 s 1
VARIABLE AS DIRECTED BY ENGINEER STEEL POST STEEL POST >U*`wi S y S
PLASTIC OR 1. CALL NDEQ ASHEVILLE REGIONAL OFFICE AT 828-296-4500 TO SCHEDULE A 1. ALL GRADING AND SOIL EROSION CONTROL MEASURES ON THIS SITE MUST BE AUTHORIZED a z a a i'
WOVEN WIRE FABRIC BY PERMITS ISSUED BY NORTH CAROUNA DEPARTMENT OF ENVIRONMENTAL QUALITY z "' J m m
\ I WIRE TIES(TYP) PRE-CONSTRUCTION CONFERENCE k J ¢J.�.�
\\Y, SILT FENCE FILTER FABRIC (NCDEQ).ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE,AND --
\/ MIN. 10 GA.LINE 2. INSTALL SITE CONSTRUCTION ENTRANCE,STONE STAGING,AND MOBILIZATION AREA. NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL a T i 5 n y i a
%SLOPE X \ WIRES(TYP) SPECIFICATIONS. y i u F i=u
3. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDEQ.INCLUDING SEDIMENT a n i a n
5%> 60M z BASIN,SILT FENCES,WATTLES,BARRIERS AND DIVERSION DITCHES AS NEEDED. 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING,EROSION CONTROL <
MIN. 12-1/2 GA. Eo LAND DISTURBANCE,AND ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR ;
ADJACENT ROLLS SHALL INTERMEDIATE TO BEGINNING CONSTRUCTION.
5%-10% 30 ` 4. STABIUZE BANKS AS EARLY AS POSSIBLE. n
1 TIGHTLY ABUT WIRES(TYP) 1-'0'
10%< 205. PROCEED WITH GRADING,CLEARING AND GRUBBING. 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER,THE OWNER,
\) I IIIII FILL SLOPE NCDEQ.THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING
�U 6. CONSTRUCT PROPOSED STORM DRAINAGE SYSTEM AND INSTALL INLET PROTECTION. WORK.ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTOR IS SUBJECT TO UNCOVERING Eo
/� �I� IIIII AND BACKFlLUNG AT THE CONTRACTOR'S EXPENSE.
\Y IS EX.GRADE 7. APPLY TEMPORARY AND PERMANENT SEEDING,RIP RAP AND STABILIZATION MEASURES.
V WOVEN WIRE FABRIC EX.GRADE ANCHOR 12"LONG SKIRT IN 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED CONTRACTOR. a
SJ �. ONCE ALL DISTURBED AREAS ARE STABILIZED,CONTACT THE INSPECTOR TO VERIFY
SILT FENCE FILTER FABRIC TRENCH 8"DEEP AND 4"WIDE SEDIMENT BASIN CAN BE REMOVED 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
c\,\ ` I sT)„ ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY m
„���T j \l� 9. CALL NDEO ASHEVILLE REGIONAL OFFICE AT 828-296-4500 TO SCHEDULE FINAL CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
+' / ee999 FRONT VIEW SIDE VIEW INSPECTION PRIOR TO FIUNG NOTICE OF TERMINATION. HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS C y 9
\ \ \J \ AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO ,�V 5
\ '/\ ` MAINTENANCE INSPECTIONS SHALL BE PERFORMED WEEKLY AND AFTER EACH RAINFALL ALL CONSTRUCTION. y C u
\/ \ REPAIRS NECESSARY SHOULD BE MADE IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ y p
\x �/ STANDARDS AND NPDES PERMIT. 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK (_0() 1
CONSTRUCTION NOTES: MATERIALS NOTES: DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING FROM
SPACING DEPENDS ON /H 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY NCDEQ EROSION CONTROL NOTES CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
SOIL TYPE AND SLOPE \ REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES,AS
STEEPNESS .&,\� SEDIMENT,ORGANIC STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE.
MATTER,AND NATIVE FABRICS. CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
\i CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WITH REQUIREMENTS OF NCDEQ.THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
/\\\ SEEDS ARE CAPTURED 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES WHICH IS SHOWN IN PART IN TABLE 6.62b OF THE WITH FOR ALL WORK.
BEHIND THE ROLLS. NOT EXCEED 24"ABOVE THE GROUND SURFACE. (HIGHER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT
0
\ FENCES MAY IMPOUND VOLUMES OF WATER SUFFICENT TO DESIGN MANUAL. 1. OBTAIN PROVISIONAL PERMIT. 811,O S4 HOURS BEFORETICONSTRUCTOR BEGINS.NOTIFY THE ENGINEER AT LEAST 72
CAUSE FAILURE OF THE STRUCTURE.)
2.
HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
\ SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED. 8. EROSION CONTROL IS A FIELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT
�� 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM FENCES,TEMPORARY SEDIMENT BASINS,AND ALL OTHER MEASURES MAY NEED TO BE
\ ) i7 ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID OF 6 MONTHS OF EXPECTED USUABLE CONSTRUCTION LIFE 3. OBTAIN GRADING PERMIT THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF NCDEQ.
4. PROCEED WITH GRADING,CLEARING,AND GRUBBING. ADDED IN ADDITION TO THE APPROVED PLAN AS NECESSARY.MEASURES SHOWN CAN AND )7,JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST AT A TEMPERATURE RANGE OF 0 TO 120F. SHOULD BE ADJUSTED TO ASSURE MAXIMUM PROTECTION ON SITE.CONTRACTOR SHALL 0ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS.
WITH 4'MIN.OVERLAP TO THE NEXT POST. 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33
HYj\ \ LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. 5. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS(SLOPES GREATER THAN 3:1) 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALL y
\ -�l /\ 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE FACILITATE FASTENING THE FABRIC.MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO OR 14 CALENDAR DAYS(3:1 OR FLATTER).AFTER FINISHED GRADE ARE ESTABLISHED,TEMPORARY
\\\
SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING U
NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES. w
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LIVE STAKE 8"-10"DIA. POSTS. EXTEND THE WIRE MESH SUPPORT TO THE RATES PER ACRE. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
��\ \ BOTTOM OF THE TRENCH. FASTEN THE WIRE 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER
FABRIC,USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND LIME 2,000 LBS UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A
�/' RENFORCEMENT,THEN THE FABRIC ON THE UPSLOPE SIDE UTILITY COMPANY PERFORMS THE WORK.
OF THE FENCE POST. WIRE OR PLASTIC TIES SHOULD A MAXIMUM MESH SPACING OF 6 INCHES. FERTILIZER(10-10-10) 1,000 LBS (111) z
_ N.T HAVE A MIN.50 lb TENSILE STRENGTH. STRAW MULCH 4,000 LBS 11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED,FERTILIZED AND MULCHED
v \ \\ NOTES: ACCORDING TO THE SPECIFICATIONS NOTES IN THE PLANS. SITE STABILIZATION IS A
/ \�\ '\ 5. EXCAVATE A TRENCH APPROXIMATELY 4"WIDE AND 8" FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE: PERFORMANCE BASED REQUIREMENT,AND THE SITE WILL NOT BE ACCEPTED UNTIL
%
DEEP
POAL FROM THE BARRIER.ER,LINE OF POSTS AND USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT RYE GRAIN 120 LBS PERMANENT VEGETATION IS ESTABUSHED TO THE SATISFACTION OF THE ENGINEER. z -, m
�, EXCEED 1/4 ACRE AND NEVER IN AREAS OF SPATCHGRASS 50 LBS(OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE) 12. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN
l (` 6. PLACE 12"OF THE FABRIC ALONG THE BOTTOM AND SIDE 1"X 1"STAKE CONCENTRATED FLOW
FOR SUMMER SEEDING ADD: ACCORDANCE WITH NPDES PERMIT.MAINTENANCE INSPECTIONS SHALL BE PERFORMED
N: OF THE TRENCH. FOR REPAIR OF SILT FENCE FAILURES,USE No.57 WASHED GERMAN MILLET 40 LBS WEEKLY AND AFTER EACH RAINFALL.ALL REPAIRS NECESSARY SHOULD BE MADE
STONE. AS AN ANCHOR WHEN SILT FENCE IS PROTECTING IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ AND NPDES PERMIT.CONTRACTOR
NOTES: 7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE CATCH BASIN. FOR FALL ADD: SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS FOR
1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF FILTER FABRIC AND COMPACT. THOROUGH COMPACTION RYE GRAIN 120 LBS PREPARATION OF FINAL RECORD DRAWINGS.
THE ROLL IN A TRENCH,3"-5"DEEP,DUG ON CONTOUR. RUNOFF MUST NOT BE OF THE BACKFILL IS CRITICAL TO SILT FENCE
ALLOWED TO RUN UNDER OR AROUND ROLL. PERFORMANCE. IF HYDROSEEDING IS USED,WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE 13. ALL SLOPES GREATER THAN 2:1 SLOPE AND OVER 5'IN HEIGHT SHALL BE CERTIFIED BY A
2. STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. RATE OF 1,000 LBS PER ACRE. LICENSED PROFESSIONAL AS REQUIRED BY NCDEQ.8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. g i
SILT FENCE 6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABUSHED. 14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL STRAW WATTLES D3.02 PERMIT FOR ANY OFFSITE BORROW/SPOIL AREA. CONTRACTOR MUST PROVIDE COPY OF _;
D3.OI NOT TO SCALE NOT TO SCALE 7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA. PERMIT TO NCDEQ INSPECTOR PRIOR TO CONSTRUCTION.
8. REQUEST FINAL APPROVAL BY NCDEQ. 15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED,AN APPROVED GRADING PERMIT w a
MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF ffi aI
PERMANENT SEEDING MEASURES ANY LAND DISTURBING ACTIVITY
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16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95%MAXIMUM
ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDEQ. DENSITY(STANDARD PROCTOR),SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH
THE FOLLOWING APPLY TO AREAS WITHIN NCDEQ PERMANENT SEEDING MIXTURE AREA#1M: AND DEBRIS,AND BE PROPERLY BENCHED AND DRAINED.
WOVEN FILTER FABRIC 4'MAX 17. ALL FILL MATERIAL UNLESS A PERMIT FROM NCDEQ DIVISION OF WASTE MANAGEMENT TO
WIRE FENCING F 1 SEEDING MIXTURE: OPERATE A LANDFILL IS ON FILE FOR THE OFFICAL SITE,SHALL BE FREE OF ORGANIC OR
STEEL POST 8'MAX. SPECIES RATE(LB/ACRE) OTHER DEGRADABLE MATERIALS,MASONRY,CONCRETE AND BRICK SIZES EXCEEDING 12 ,,, ,�
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STEEL POST INCHES,AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A w
_ _ NOTE: LANDFILL BY THE STATE OF NORTH CAROUNA. _
III WIRE FENCING TALL FESCUE 100 '- A
1. TOP,FRAME,AND GRATE SHALL Ir.; 2"STEEL ANGLE SET PANICUM VIRGANM 10BE PLACED ON TOP OF BRICKS
IEEEMEM18"IN GROUND o 2
IMMENNENNEMZEMENNEMENNIIMENKENTUC 511111 I11111ME1111E11ZEIV1RIMENMORMINSIII11�� - KENTUCKY BLUEGRASS 5 EROSION CONTROL MAITENANCE NOTES:
E..I•IIIIOIIYr9�9IIA9IIMME INMEMBIIIII�M oe(f�M�II'�r,�MINI��ewf�I�����4�SAl��M 5 NURSE PLANTS: 1. INSPECT EROSION CONTROL MEASURES ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL. - H oz
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Fy #5 #57 �I BETWEEN MAY 1 AND AUG.15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.PRIOR TO CONTRACTOR TO INSPECT MEASURES FOR COMPLIANCE WITH PLANS AND DETAILS;INCLUDING
WASHED STONE L�I1.I1 I MAY 1 OR AFTER AUG.15,ADD 40 LB/ACRE RYE(GRAIN).IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN SEDIMENT
ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OFM }
il!=1 If Uf J 1 1 If Uf li- - p LATE SUMMER AND OVERSEED THE SWITCHGRASS IN MARCH. J
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N III I�jfj-� j-ffl-ffl-ffj-111= Uf-I-fjj II- �_ Lf- �_ � � 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENTZ '
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SEEDING DATES:
-- ,,,il-'i�T II-III-II III-III-III HIT-gt HII I illIIIIIIIII �IJ II11' BRICKS W ALLOW M M_ 2:1 SLOPE, AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. "N,y�'
-'- - IIHII-11 11f=11f "- -Hl�llf-11f=TIHll,lll: =III-11'- DE-WATERI .I UM-�_� GRAVEL FILTER BEST POSSIBLE ;���C�._ 7��%'_.•\
-1=y1 Il ylf�llfy THROUGH VOIDS � 3. WHEN MEASURES ARE FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY TO BRING v'?P C.. '
STEEL POST > Oo
ev BELOW 2500 FT: AUG.15-SEPT.1 JULY 25 SEPT- 15 MEASURE BACK INTO COMPLIANCE WITH PLANS AND DETAILS. > -Q;; �W:K
WIRE FENCING .. - MAR.1 -APR.1 MAR.1 -MAY 10 W
CLASS RIP RAP W : __
Y° L @h%; _ ABOVE 2500 FT: JULY 25-AUG.15 JULY 15-AUG.30 4. IF MEASURES ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL MEASURES U eo y
#5 WAS ED STONE sJ: (ko
' • �a '�.? MAR.20-APR.20 MAR.5-MAY 15 AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. 5 y;'I c 2.F
Q 6n.o�,@, bb"Ono.® cam„,,.�:av ;0 N.
�1 O -� COMPLETE SEEDING EARUER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST-FACING 5. CONTRACTOR TO REMOVE MEASURES AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE Cr % ,P:
M s Y�''=i �� SLOPES. STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER. OC �',,,ON" F�,`�
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19 GAUGE HARDWARE CLOTHSAME WEEKLY INSPECTION REQUIREMENTS.
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MULCH: •
SAME RAIN GAUGE Fe INSPECTIONS AFTER 0.5'RAIN EVENT.
CONCENTRATED FLOW OUTLETS- (1/4 MESH OPENINGS APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING •
INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS W
D3.03 MATERIAL ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED •
SILT FENCE ANCHORING METHOD ON STEEP SLOPES. HOURS." Y
NOT TO SCALE • RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON-SITE CC
BRICK WITH 4"SPACES MAINTENANCE: DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS 0
BETWEEN BRICKS TO ALLOW MOW NO MORE THAN ONCE A YEAR.REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. APPROVED.
TEMPORARY SEDIMENT POOL DE-WATERING THROUGH VOIDS RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. • RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON
_ REQUEST. I.
n �� 1) GROUND STABILIZATION • ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED
\\ -j'"' UNDER CERTAIN CONDITIONS.
s l /�/. :��' SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME • ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND J
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CONDITIONS RECORDED ON NCDEQ SELF-INSPECTION AND
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//�//�/////^�'�� \�/a PERIMETER DIKES.SWALES, 7 DAYS NONE
� SEDIMENT DITCHES,AND SLOPES ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
<r3 ` / ''L/S 5)IMPLEMENTATION OF NEW PERMIT CONDITIONS W
�\{\� ,�,,�/ / / HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE M
oog�i T � • PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE CC z
NOTES y,Ay� TO FOLLOW THE PREVIOUSLY-PERMITTED CONDITIONS. /�
1.PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE LARtiE SLOPES GREATER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR • COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3,2011 CAN ()
TRUCKS. LESS IN LENGTH AND ARE FOLLOW CONDITIONS OF APPROVED APPUCATION. z
2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION NOT STEEPER THAN 2:1, • APPLICATIONS RECEIVED AFTER AUGUST 2,2011 MUST COMPLY 0o
BY ALL CONSTRUCTION VEHICLES. �r"'ii CONSTRUCTION NOTES: 14 DAYS ARE ALLOWED WITH NEW PERMIT CONDITIONS. Z
_3.MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. 1. LAY BRICK ALONG TOP OF CATCH BASIN WITH 4"SPACES BETWEEN BRICKS. SET FRAME AND GRATE ON BRICKS. 6)CONDITIONS IN EROSION&SEDIMENTATION
PERIODIC SSING WITH STONE WILL BE NECESSARY. E M J
4.ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES CONTROL PLANS
// CLEANED UP IMMEDIATELY. 2. CAREFULLY FIT HARDWARE WIRE OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS AROUND CATCH BASIN TO HOLD GREATER THAT 50'IN LENGTH CC w
5.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF //''''��
// INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE GRAVEL IN PLACE. • DESIGNATION ON THE PLANS WHERE 7 AND 14-DAY GROUND Iy
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. STABIUZATION REQUIREMENTS ON THE NPDES PERMIT APPLY. i/� I
i/Op0 6.NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO talI 3. USE CLEAN GRAVEL,3/4- TO 1/2-INCH IN DIAMETER,PLACED 2 INCHES BELOW THE TOP OF THE GRATE ON A 2:1 ALL OTHER AREAS WITH 14 DAYS NONE(EXCEPT FOR • DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH - vJ
/ ¢. wi BE DETERMINED BY THE ENGINEER. SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.DOT#57 WASHED STONE IS RECOMMENDED. SLOPES FLATTER THAN 4:1 PERIMETERS AND THE SURFACE-WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT
/ G 7.USE CLASS'A'STONE OR OTHER COARSE AGGREGATE APPROVED
/ Y' { BY THE ENGINEER. o 1HQW ZONES) ARE LOCATED. o
/ QJ0 C.�, 11 }. S�T S. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES M.F• 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS 7)SEDIMENT BASINS O U
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NI Z ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. Z
{ { 5 IM *EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON }
- ",r H •Nay'a Q e 5. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. • OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE o o
{ { { UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
(SECTION II.B(2)(B)) O o
uC,,,1, o H 6. THE STRUCTURE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AFTER EACH STORM • USE ONLY DWQ-APPROVED FLOCCULANTS. o
5 g ' EVENT AND REPAIRS MADE AS NECESSARY. 0
,i,,,,:..,Ngy;, S co7. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE 2)BUILDING WASTE HANDLING w `C)
m MINIMIZED.
• NO PAINT OR LIQUID WASTE IN STREAM OR STORM DRAINS.
CLASS'A'STONE 4
B IN.MIN.DEPTH .ti 3 C 8. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY DEDICATED AREAS FOR DEMOLITION,CONSTRUCTION AND OTHER DRAWN BY: KWN
STABILIZED. WASTES MUST BE LOCATED 50'FROM STORM DRAINS AND CDC PROJECT NO.: 22313
c> STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. PERMIT NO.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE 9. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIRED UNDER THE WASHED STONE • STORM DRAINSMIAL STOCKPILES MUST BE
NO LOCATED 50'LE FROM EROSION CONTROL DETAILS NCDEQ EC NO.: TBD
STONE INLET PROTECTION ALTERNATIVES AVAILABLE,
D3.04 • CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
D3.05 NOT TO SCALE WITH SURFACE WATERS,WETLANDS,OR BUFFERS.
SHEET 1 Of 1 SHEET
1607.01
3)DISCHARGES TO FEDERALLY-LISTED WATERS
• REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT. C 9 3 1
• THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF
THE DIRECTOR OF DWQ DETERMINES THAT OTHER BMPS PROVIDE
EQUIVALENT PROTECTION.

SCH 40 COUPLING i-1F 2 m F 8
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO CONNECTION(TYP) u,5 N m
NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL <i g N A 8 c
VENT(TYP) NO w m w
A A A te►a� i A INLET(TM) p u 5.112
2
Y r
J ' �'�i�f�,��� ` J /-' PROPOSED NYLON ROPE 2 a 6 a n
II v I���. �• � � (ROPE VI RUN EMBANKMENT 3 3
3 pI TO PROVIDE METHOD K PULL
�_ `�_•='/��•, �' SKIMMER) n
• �/� •
�`•�
PLAN (�� INLET EXTENSION
PLAN SCH 40 SOLID PVC E
°u
I.... L BARREL OR"ARM"
L 1 a SUPPLIED BY USER(TOP) a
"'YY HOSE(TYP) (.0.� a -
VItPo NOTES: 2)t) -
FILTER BLANKET TLTER BLANKET _'VI C 5
1. SKIMMER SHOWN IN FLOATING POSITION .2 w Q B
SECTION AA SECTION AA 2. FAIRCLOTH SKIMMER OR APPROVED EQUIVALENT 0 Q V 3
NOTES: 3. SKIMMER TO BE REMOVED UPON REMOVAL OF SEDIMENT TRAP
1. LA IS THE LENGTH OF THE RIP RAP APRON. 4. COUPLING CONNECTION INTO PROPOSED OUTLET STRUCTURES MUST BE SEALED UPON
REMOVAL OF SKIMMER
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM IS
STONE
24"DEEP IF IS CLASS II) POND SKIMMER DETAIL
3. IN2 A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN
0
ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE D3.07
BANK,WHICHEVER IS LESS. NOT TO SCALE
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP
AND SOIL FOUNDATION.
5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL.
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD.
ANGULAR AND WELL-GRADED. 0 i
7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE
RECEIVING CHANNEL OR SLIGHTLY LOWER. U
B. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT
THROUGHOUT ITS LENGTH.
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. z
U
0 N
RIP-RAP APRON
Z
D3.06
NOT TO SCALE
m
BAFFLE(TYP.) + m
EARTHEN EMBANKMENT ,' ' 11 1 \\+ I O
•
11 -
+ � i11111j1j �
L Ij1 1111 - o
\ ��� IL�Z��11 1 E��1111\� -
.41111r '4 INLET ZONE
25%OF SURFACE AREA
EMERGENCY OVERFLOW WEIR ''
FIRST CHAMBER \ \ o
+ 259 OF SURFACE AREA o
SECOND CHAMBER
25%OF SURFACE AREA = "7 z
NOTES.
OUTLET ZONE
1.POROUS BAFFLE USING JUTE NET BACKED 25%OF SURFACE AREA i ,
BY COIR EROSION BLANKET(OR EQUIVALENT). O \\ • °`°•A/NA; M
SKIMMER `Oo °°&°° ,i�
2.SEE FIGURE 6.658 OF NODENR MANUAL '
FOR CROSS SECTION OF POROUS BATTLE. ,j _Q; M u'ZeCA
SKIMMER BASIN DETAIL w - : a
D3.08 NOT TO SCALE SUPPORT17IN POST, '.,Up °°�.s�.`
SUPPORT
RG�oTVRc�iNi� 24"INTO BOTTOM STAKE TO ,,k, •B \
SAGGING
OR SIDE SUPPORT W1RE O
Um
BAFFLE MATERIAL
��- �/ 11 GAUGE
�`��,N( \. LANDSCAPING
MAINTENANCE NOTES
� STAPLE W
CC
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT `(\ I/W a./,
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN , E REST L � l X i OL
IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.PLACE REMOVED SEDIMENT IN AN AREA WITH STEEL POST
SEDIMENT CONTROLS.CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,AND INSPECT
THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL ��//��
TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREA. BAFFLE MATERIAL SHOULD BE VJ
SECURED TO THE BOTTOM OF
THE SIDES AND BASIN USING J
': 12"LANDSCAPE STAPLES z
0
COIR MESH OR SIMILAR, F.. �¢
TRENCHED INTO BOTTOM U
OR SIDE W
BAFFLE DETAIL (/) '
D3.09 NOT TO SCALE 0 9
'o
zM_
a
(1)
▪ 0o
▪ z
J
O
& CO
DRAWN BY: KWN
CDC PROJECT NO.: 22313
EROSION CONTROL DETAILS PERMIT NO.
BS TBD
NODE()EC NO.: TBD
SHEET
C932

i N N y i
MINIALL NON-FERROUS UNDERGROUND LINES PIPE DIAMETER R UM TRENMIN.CH WTRENCH WIDTH IDTHS GENERAL NOTES FOR STORM
k�VA ivaa
OUTSIDE BUILDING FOOTPRINT SHALL BE FINAL BACKFILL n w y w
REQUIRED TO HAVE A MAGNETIC-TYPE 12" 30" 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL m y o w o
WARNING TAPE INSTALLED IN THE (SEE SPECIFICATION FOR 15" 3a'. REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL fD a a
COMPACTION REQUIREMENT)
BACKFILL AT LEAST 6"BELOW GRADE. SPECIFICATIONS. i a a
18" 39" 6" r n 3
2a" a8" 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED STORM WATER, AND
ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
VN ����. 30 ss" CONSTRUCTION.
'V o
2m /V/��� 0 36 6a 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER, THE OWNER, AND
\/��/ �V✓i\�i\ �V/iVA m w a2" 72" 24" NCDEQ. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING Q
mow ����\-4�/� \ H 48" RD" WORK. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING d
,y�� $Q AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
I.
�a // /�� \yTfi✓ \ a 54. 86. CO I
im 1 �\\ /\ \ �- 4' 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. Q.
J- m
zu ///�\\\ \ zX 60" 96' c y
-. "/
a
rc w 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND U 4
I iO MAXIMUM COVER )
ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY ' p
CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS V U 3
tINITIAL BACKFILL PIPE CLASS CLASS CLASS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
(COMPACTED TO 98% DIAMETER II III 'IMINEIMINE CAND IT IS THE ONSTRUCTION.CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
MMErailli
0
SPRINGLIKE lirThilli OF STANDARD PROCTOR) 12" 43' 28' 20'
HAUNCH 43' 28' 20' IIIIIIIIIIIIIIIIIII, I" 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN) AND NEWLY COMPLETED WORK
(COMPACTED TO 98% DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM
OF STANDARD PROCTOR) 18" 43' 28' 20' CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
BEDDING 24 34' 23' 17' %� i 1 1 li i f 1 1 iI REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES, AS
(COMPACTED TO 98% 30" 34' 23' 17' %\•!,1��1!1!1i'i'i'�'i,i1i1!��'! WELL AS THE PROJECT PLANS AND SPECIFICATIONS, AT THE CONTRACTOR'S EXPENSE.
-- i/ , OF STANDARD PROCTOR) 36" 34' 23' 16' ,Al I - - mo;,
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
SUITABLE 42" 34' 23' 16' CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT <i
FOUNDATION 811, 48 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE ENGINEER AT LEAST 72
MIN.TRENCH WIDTH48" 31' 21' 15' HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES. '*
(SEE TABLE) 54" 31' 21' 15' w
1. GRATES, FRAMES, AND HOODS 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND
s0" 31' 21' 15' SHALL BE IN ACCORDANCE WITH MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM -
NCDOT STANDARD 840.02 AND 840.03 PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL �n
141. *ASSUMED PIPE BACKFILL IS PLACED AND REVISIONS MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL STORM PIPES AND 0 m
COMPACTED TO THE REQUIRED 98% DATE DESCRIPTION APPURTENANCES.. i
OF THE STANDARD PROCTOR 2. EMBOSS WITH "DUMP NO WASTE I
NOTES: DRAINS TO WATERWAYS." 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING, MAINTAINING, AND REMOVING ALL
NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES.
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND x c�i s
a INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",AND THE PROJECT SPECIFICATIONS. 'TOWN OF BOILING SPRINGS STD. NO. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL m m
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN REQUIRED. CURB INLET DETAIL UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A
STANDARDS 5.02 UTILITY COMPANY PERFORMS THE WORK.
3. FOUNDATION: WHERE THE TRENCH IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH BOTTOM 11. ALL HIGH DENSITY POLYETHYLENE(HDPE) CORRUGATED STORM SEWER DETENTION PIPE
MAY BE STABILIZED USING A ceoTEXTILE MATERIAL. SHALL BE TYPE "S" HANCOR SURELOK ADSN12 OR APPROVED EQUIVALENT WITH WATER S
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II,OR,III.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO TIGHT JOINTS MEETING AASHTO M252, M294 OR MP7. ALL HDPE PIPE IS TO BE INSTALLED
ENGINEER.UNLESS OTHERWISE NOTED BY THE ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100 mm)FOR 12"-24"(100 non-600 mm); ACCORDINGLY TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH ASTM D2321 -
-' m �
m 6"(150 mm)FOR 30'-60"(750 mm-900 mT m). WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC LOAD AREA SHALL BE 24" FOR � I � � z
4"-48" AND 18" FOR 60". PIPE MATERIAL SHALL MEET THE PRODUCT SPECIFICATIONS OF m o
5. HAUNCHING/NITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II,OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN SHALLOW TYPE INTERMEDIATE TYPE 4'X4' INTERIOR ASTM F667 AND SHALL HAVE A SMOOTH WALL INTERIOR. FOR ALL STORM SYSTEMS, WORK -
OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS ( )
REQUIRED IN ASTM D2321,LATEST EDITOR. (5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) MUST BEGIN AT THE LOW POINT OF THE SYSTEMS. NOTIFY THE ENGINEER IMMEDIATELY OF _
ANY VARIANCES FROM EXPECTED CONDITIONS. or z '9 m o
s
6. MINIMUM COVER: MINIMUM COVER,H.IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS)IS 12"FROM THE TOP OF PIPE TO GROUND a J m
SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION.FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H,IS 12"UP TO 48" 12. CURB INLET FRAME, GRATE AND HOOD SHALL CONFORM TO NCDOT 840.03E. DROP INLET 5 o
DIAMETER PIPE AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP y-,T.,S y. - - FRAME AND GRATE SHALL CONFORM TO NCDOT 840.16. FIELD INLET COVER SHALL - ",
OF RIGID PAVEMENT.HEAVY CONSTRUCTOR LOADS MAY REQUIRE ADDITIONAL COVER TO PROTECT THE PIPE.CONTRACTOR TO VERIFY THAT `A�L ° ° J L CONFORM TO NCDOT STANDARD DETAIL 840.03, OPENING FACING UPSTREAM. MANHOLE
CONSTRUCTION LOADS WILL NOT DAMAGE INSTALLED PIPES AND PROTECT INSTALLED PIPES IF REQUIRED. RING AND LID TO CONFORM TO NCDOT 840.54. OPEN THROAT INLETS TO CONFORM TO
STANDARD STANDARD um REINFORCED7. MAXIMUM COVER MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO THE TOP OF THE PIPE,AND SHALL BE 6"MIN. 1TEPS16" STEPS i6" ONinIEN
CONCRETE SLAB NCDOT 840.04 WITH A MANHOLE RING AND LID INSTALLED IN THE TOP FOR ACCESS TO
LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL. ''` ON CENTER CENTER THE STRUCTURE. SET ACCESS POINT ADJACENT TO A STRUCTURE WALL AS TO ALLOW
ACCESS TO STEPS. n
D$.OI HDPE TRENCH INSTALLATION DETAIL 6"MIN. 13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF m M N w
NOT TO SCALE �O� CONCT STASHARD SPECIAICATIOOR FOR ROAD AND STRUCTURES(LATEST EDITION). o f o
CONCRETE SHALL BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF
ill Ali SECTION 900, CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET
1 • • MIN 6"WASHED THE REQUIREMENTS OF SECTION 940, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 f 2 2 n
'�•"*•• • ����� STONE BEDDING MIN.6"WASHED AND/OR 834. z
'`s� IM STONE BEDDING
� L 14. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS }
"' , , LABORATORY UNDER ALL PAVED AREAS. -I
15. COMPACTION REPORTS MUST BE PROVIDED TO ENGINEER INDICATING THAT FILL HAS BEEN O .N4,',' tt
FINISHED GRADE COMPACTED TO NOT LESS THAN 95%MAXIMUM DENSITY(STANDARD PROCTOR). L /1
III SEE NOTE'A' SEE NOTE'A' LLI -Qe:a J O Z
-IIIc rR11Tfd1=V=_ -1k��1=d11 11�=U1 i1,.�-E �1 W =`D'•�� To c.ez )(1
Tr-
- 2' 2` �_ 1 1 1L- XI:0Ha �eF,,D A
.• �1T-= =III-
- iiMITI-1_ -TI=1j1-
_ 6"MIN. 26 !,,226 o O 4�-11111-1\I-I _\I�111-III �SC 250 DITCH LINER 6..MIN.
I- 1-
NOTE: I I-�I I I 111=11 I-
FITCH cc
FROM INLETETO OUTLET A 2%MIN SLOPE PERMANENT DRAINAGE DITCH lO, zIIIL All
D5.04 MIN. 6"WASHED
NOT TO SCALE STONE BEDDING 'a• •• •,y'.„' mi MIN.6"WASHED •
STONE BEDDING •- �'•• • !
• -A�_ 4j ,%'. I-
7f.o
NOTE A
J
FOR CURB INLET: FRAME,GRATE&HOOD PER D.O.T.STD.840.03E -
FOR GRATE INLET: FRAME,GRATE&HOOD PER D.O.T.STD.840.16
FOR JUNCTION BOX: FRAME&COVER PER D.O.T. STD. 840.54
FOR CONVEX INLET: FRAME,GRATE&HOOD PER NEENAH CONVEX 6
NEENAH R-1975-B EXTERNAL DOWN SPOUT INLET GRATE R-2577 WMM
SCORIATED LID (SEE ARCHITECTURAL 60" CC z
HANDHOLE FRAME&LID NOTES:
LETTERED"STORM"
OR APPROVED EQUAL "I PLANS) 1 U) F
6"UNIVERSAL DOWN SPOUT 1. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST (/,
FINISH GRADE CONCRETE CATCH BASINS. CIS z
'� w � '� �\ '�\�\ CONNECTION PLUGV
'.*,iA\ % z",'ft 11111\%%%%\/ \ /\ /\ R 6" SLAB THICKNESS
r'� / (FERNCO USDB-6P OR 2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED {CHI' AND REINFORCEMENT
���. \ %\ APPROVED EQUIVALENT TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE Z a
a � \ � \//\ y! \ ) MANUFACTURER. iO FOR SOIL AND
-3 /� �1 //�I u 6"DOWN SPOUT COLLECTION I 36 TRAFFIC LOADING BY CC g AD a \`\' 4"THREADED PIPE CONTRACTOR TO 3. "WAFFLE"BOXES ARE ACCEPTABLE FOR SHALLOW TYPE Ni AN ENGINEER /� w 0 / \\., /,, \j\\\'x, CLEAN-OUT PLUG COORDINATE WITH ARCHITECT CATCH BASINS UP TO 10'DEEP PER D.O.T. CL u
z w i FOR ANY SUPERCEDING DOWN �'/^�
m 45'BEND SPOUT CONNECTION DESIGNS 4. PRECAST CONCRETE CATCH BASINS SHALL CONFORM TO V J I
45'WOE BRANCH OR AND LOCATIONS) NCDOT STD.840.02. SLAB DETAIL
� 45' TED AS REQUIRED '" tt
O BY SITE PLAN / PROVIDE STONE BEDDING o Z�0 ` FROM 6"BELOW PIPE TO TOP Er r
�� , OF PIPE FOR FULL TRENCH
WIDTH. PRECAST CONCRETE CATCH BASIN DETAILS FOR J
ems` , D5.03 GRATE INLETS,CURB INLETS,AND JUNCTION BOXES 0 &
1.0%MIN. I � � �� F
i
~ 45°BEND(TYP) NOT TO SCALE CO
BPIF (AS REQUIRED)
DRAWN BY: KWN
NOTES:
CDC PROJECT NO.: 22313
1. CLEAN-OUT PIPE AND FITTINGS SHALL BE SAME MATERIAL AS THE DOWNSPOUT COLLECTION PIPE.SEE STORM DETAILS PERMIT NO.
PLAN FOR PIPE SIZES.CLEAN-OUT WYE TO BE SAME DIAMETER AS LATERAL.RISER,PIPE AND BS TBD
THREADED PLUG TO BE 4 NCDEQ EC NO.: TBD
2. WHERE CLEAN-OUTS ARE LOCATED IN SIDEWALKS OR PAVEMENT,CAST HANDHOLE LID IN PLACE AND
FLUSH WITH FINISH GRADE.
3. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR ANY SUPERCEDING EXTERNAL DOWN SPOUT
COLLECTION SYSTEM CONNECTION DESIGNS AND LOCATIONS SHEET
D5.05 DOWN SPOUT COLLECTION PIPE AND CLEANOUT
NOT TO SCALE C 9 51

a INEMMINIIMMIN _•I•::l` I PIPE OUTLET TO - w m
— I I' PROPOSED STORM SYSTEM PIPE OUTLET TO FLAT AREA O.'-� g
/�✓' NO WELL-DEFINED CHANNEL
WELL-DEFINED CHANNEL i W a ill
uIII (TYP)(SEE SHEET C501) \\\.\�L #/��P 6.tea 2^aiLL,-I11II, �< II II INCOMING PIPE + ��,1\, y o ��1�11,�/ ; 3
4,
•
��;II / ,�—,�— �E—�.—�,—• •r III \ aI vi Alto i C..I �I:
— � Iii •����- •A� ••� g
• J \ PLAN Q
_ 1 FLARED END PLAN
• PROPOSED RIP RAP APRON'BO' SECTION MATERIAL La d
1 1L---. "—
TO MATCH MATERIAL
III LENGTH: 10' , La r v Vl
I • � WIDTH AT START 4.S OF INCOMING PIPE
1 R WIDTH AT END. 11.25' , 9y r , ,z -
DEPTH: 18" 111 �N
ill
STONE CLASS: B •.} V >
1 / ,r ••
\ (SEE DETAIL D5.08) FLAN. ru�4 N G ;
Y ' \ \�FILTER BLANKET FILTER BLANKET U U
ltle
/ I/1Ht
�O� SECTION AASECTION AAN1.ES:I IO La IS THE LENGTH OF THE RIP RAP APRON.
• 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM IS
�•
24"DEEP IF STONE IS CLASS II)
III •� 3. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN
/ `t FI FVATION ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
_ v _ BANK,WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP
a PROPOSED TOP OF BERM NOTES: AND SOIL FOUNDATION. m
/ op eV A I ELEV.: 885.5 MIN 1. THE DIMENSION OF THE THE FLARED END 5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL. ry
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD. 0
/ I \ SECTION SHALL BE PER MANUFACTURER'S ANGULAR AND WELL-GRADED.
SPECIFICATIONS. 7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE "
I \ \ I 2. THE SKIRT SECTION OF THE FLARED END RECEIVING CHANNEL OR SLIGHTLY LOWER. W
SECTION SHOULD BE JOINED TO THE INCOMING 8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT (1)a I THROUGHOUT ITS LENGTH. U
PIPE PER MANUFACTURER'S SPECIFICATIONS.
/ I � \ \ \ ,I I 9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. J
/ ( \ \ '• N I PROPOSED DRY POND •'
/ I v POND SURFACE AREA: 2.883 SF Z
SG DEPTH: 2'
I FLARED END SECTION WITH
MAX.MA%.SIDE SLOPE: 3:1
I RIP-RAP APRON ! j
v , D5.08
NOT TO SCALE
\/ \/ \/ \ // PROPOSED 1'CONTOURS(TYP)
\ Im � II I
I M, I 1i
_ W o , , o
/ \ \. ge I p tt
'\ \ PROPOSED CONTROL STRUCTURE Cl 50'ID 000)0 o a
\ WEIR INV.ELEV.: 884.0' O O
6.0 O.D. O O
\ / \ \ p O 00 OO - v�
4"PIPE INV.: 881.6' O
O O 00 O
\ / � II TOP O O O
O
WITH 17"ORIFICE O O
I O
\ I �I, \ I (SEE CULVERT INV.:) 881.5' HANDLE �O� p\0O 000p O0O 00
\ / DETAIL D5.07) O 00 OO Op
m / / \ \V \ ,1 l MAN< HETE p OOpO\OOP fig O�
\ I\ \ \ \ gall OVERESSTAIRSCTLYill, O\OOO 00000 p�00O n n n n o w
/ -� 1 p \O O\ OOp 00 0 m n m ,r�i
\ ELEVATED TOP /` O p O O o
\ r \ , \ I \\ I ,I /�IN \�\\DO000 0 0 \ rI
\ F I . 1,0
O
v 1 vv v/ \ �� Isometric
I � \ titil"ri:1
// ,�U Pp2p 1/4"HDPEs plate
\ �' � OPEN THROAT WEIRS S11V16oSO�� culvert bolted to tr velar e. J, I \ ;� . \ S. / PROPOSED RIP RAP APRON'AO' Z i
\ �' I �.° I LENGTH: 10' R BDPE atr actor al plastic O �� •NN/�)O
\ /s WIDTH AT START: 4.5' W' SI I0 1/4"plate and grating \•,
j�� WIDTH AT ND: 11.23' PIN with 1"holes and a p, die
1 S. / I DEPTH: 18" QR PtA o°O 1 of 30%of opening are�an �; '"
/ STONE CLASS: B f0 5E
R� E �o�0 1 manufactured by equal. W -a•n -•
\\ •�, 7/ gii E (SEE DETAIL D5.08) $INS, °%o° �O Solutions Inc.or equal. ; _,, �e 2\cit)
EL
•
/ 11 PRECAST OR 8"BRICKS N " � ti
/ PROPOSED OPEN THROAT W/1/2"1:2 MORTAR ' ' ' • "shown with optional plate O
/ 1 • / / ON OUTSIDE AND INSIDE •"' LL.
. % // (SEE DETAIL D5.08) A cone. p/ 1 • 1 / � N apron 1/4" late an al lactic
/ \ .. 0/ R Rt with plate holes and
Mgr grating
SE tn1"naeaaaa
.� i / // o CO Section off 3% r opening area W
/ -�/ -/ _ / �, manufactured by Plastic /y
I _ • / ,, ti / / I ERIUR IN 3„ solutions Inc.or equal CC
PROPERTY LINE(TYP) INr 0
N 0 TE: U)
CORE OPENINGS TO ACCOMMODATE PROPOSED PIPES.(REFER TO PLAN •
4"MIN. PIPE AND CAP WITH SHEET FOR SIZE AND LOCATION OF PIPE)
ORIFICE DRILLED IN BOTTOM z
3 SIDED OPEN THROAT WEIR �`�'. nr..,„
���
a•Ka'CONTROL STRUCTURE TYPICAL OPEN THROAT DETAIL �4r`p,I W
AT R SEWATERTIGHT R/PIPE INTERFACEL TO BE PROVIDED BMP TRASH RACK BY PLASTIC DS.OE) NOT TO SCALE ` CC O
EMBANKMENT STABILIZED SOLUTIONS,INC OR APPROVED !�— z
1 11 O WITH VEGETATION EQUAL(SEE DETAIL) Cl) F
single BMP Elevation CD 1
or fice Z
/ j%jam j j�j j _ PEAK STORM ELEV.
v / vv� vvvVv 3H.1V
SELECT FILL �p,`A //// \i/// /T///% MqX _ �1� RISER CREST ELEV. CC
w
PLACED IN LAYERS A� �///�//Vv//V//� // / Az<,V ��•.. - - PLASTIC i/� w
ryN' \ \\\ \\\ \ '��.: TEMPORARY POOL ELEV. P.O. Box 4386 1y
AND COMPACTED y\ \�'/ �' -
/v,/ v�w v / C/4 SOLUTIONS I
�. BMP TRASH RACK
,c�i.�hl: /�,ol<✓�./?/i /�� Winchester VA zae6a
f-SLOPE TO DRAIN D5.09 INC. 877 877 5727
OUTLET PIPE(SEE PLAN) \\\ 0 p
v v\� m.plaaltc-wlulioo.cam
• ^� %� vv��j/w> w^NiN �<w %�/ J o
/fi/\/ , / , SMALL PERMANENT POOL p
RIP RAP APRON /��.0
OUTLET PROTECTION 5 ANTI-SEEP COLLAR(X2)SEEP COLLARS TD BE SPACED
O
Ld
(SEE DETAIL) MO AT 19'-4"ON CENTER.COLLARS SHALL BE PLACED A N CO
MINIMUM OF 2 FEET FROM PIPE JOINTS.(SEE DETAIL)
NON-WOVEN GEOTEXTILE FABRIC
SHALL BE PLACED AROUND EACH KEY TRENCH(SEE BERM
JOINT OF HDPE IN 2'WIDE STRIPS SOIL AND COMPACTION DRAWN BY: KWN
CENTERED ON JOINT. SPECIFICATIONS) CDC PROJECT NO.: 22313
STORM DETAILS PERMIT NO.
Bs TBD
NCDEQ EC NO.: TBD
DRY POND SECTION
D5.07 NOTES
NOT TO SCALE
1. THE SIDE SLOPES OF DRY PONDS SHALL BE CONSTRUCTED
AND MAINTAINED AS FLAT A SLOPE AS POSSIBLE.WITH SHEET
APPROVAL FROM THE ENGINEER,SLOPES UP TO THREE(3)
HORIZONTAL ONE(1)TO ARE VERTICAL, ARE ACCEPTABLE, 952
PROVIDED SOILIL CONDITIONS ARE SUITABLE SUSTAIN
ADEQUATE PLANT GROWTH AND TO CONTROL EROSION,AS
CERTIFIED BY THE ENGINEER OF RECORD.

H
iN TWme
BACKFILL IN 6"-8" LIFTS & COMPACT TO GENERAL NOTES FOR SEWER c J m
a < 0>w<
95% STANDARD PROCTOR IF NOT IN THE Hy
ROADWAY. BACKFILL IN 6" 8" LIFTS & -a..u 1 z 1 LL
2'MAX.UNLESS OTHERWISE INDICATED�I COMPACT TO 98% STANDARD PROCTOR 1. SEWER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE '<'
COUNTERSUNK PVC PLUG WHEN IN PAVED AREAS. TOWN OF BOILING SPRINGS (TBS). ALL SITE WORK SHALL BE IN ACCORDANCE WITH ALL 33
LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS IN
°ri_r�tl I UNDISTURBED EARTH THE PROJECT TECHNICAL SPECIFICATIONS. REQUIREMENTS AND SPECIFICATIONS OF TBS
ail STANDARDS SUPERSEDE ALL OTHERS IN THE INSTALLATION OF THE PROPOSED SEWER e
z o /�/, EXTENSION.
CLEANOUT BOX %X Q
INSTALLED ON 8"OF rz 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED SEWER PERMITS AND D.
COMPACTED PIPE ¢4 %�
EMBEDMENT MATERIALS °° � , s' ASSOCIATED NON-SEWER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING y"
IN-LINE WYE Igo " _ CONSTRUCTION. CONTRACTOR TO PROVIDE COPY OF STREET CUT PERMIT TO TBS PRIOR Q '
BEND SEWER LATERAL CONSTRU.T:D Ia-,� , -
TO CONSTRUCTION. N o"
AT 2%GRADE UNLESS ,, �... / ,CDT) a
OTHERWISE INDICATED. u
_ 3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER, THE OWNER, 2 y p
, ! 1 I I o
N THE TOWN OF BOILING SPRINGS. THE ENGINEER SHALL PERIODICALLY OBSERVE THE U�U
CONNECT TO EXISTING SEWER 6» �_ 6,� i PROGRESS OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER
SERVICE WITH APPROVED
\// INITIAL INSPECTION. THE CONTRACTOR SHALL FURNISH, SECURE, AND PROVIDE ALL NECESSARY
MIN. COUPLING"OR INSTALL PLUG MIND (MIND BACKFILL TESTING MATERIALS, EQUIPMENT, PROCEDURES, AND CERTIFIED LABORATORY TEST
FOR FUTURE SERVICE.WHEN PIPE SPRING LINE /
UNDISTURBED EARTH REQUIRED BACKFLOW VALVES -'r�iii%A� RESULTS FOR USE WITH ENGINEERS FINAL CERTIFICATION OF COMPLETION. ANY WORK
(11)
SHALL BE INSTALLED ON PORTION J 6 1/
OF LATERAL TO BE MAINTAINED ���j COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND
PROVIDE STONE BEDDING UNDER PVC REQUIRES BEDDING BY PROPERTY OWNER. j��614/�\1 6 BACKFILLING AT THE CONTRACTOR'S EXPENSE.
WYE(OR TAPPING SADDLE)AND PIPE OD - \\\/\ \ N
FULL LENGTH OF SERVICE TRENCH
BEND SHALL BE COMPACTED IN 6"LIFTS EMBEDMENT , , ,% 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
MATERIAL
NOTES: Q
1. WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION. TRENCH FOR PVC PPE(15'DIA.AND LESS) 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
2. FOR EXISTING MAINS(12"OR SMALLER)WHERE WTES ARE NOT AVAILABLE A NOT TO SCALE ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF y
SEWER TAP SHALL BE INSTALLED BY MSD PERSONNEL. ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE w
3. FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARY CONVENIENCES NOTES: PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON
WITHIN A SINGLE BUILDING,MAY BE CONNECTED TO A 4"MST GRAVITY SERVICE
LINE PROVIDED THAT GRAVITY FLOW WILL BE MAINTAINED DURING PROPOSED 1. PVC PIPES REQUIRE CLASS PIPE EMBEDMENT MATERIALS. THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR
MAXIMUM DISCHARGE RATE FOR THE GRINDER OR EFFLUENT PUMP(S). LOCATION PRIOR TO CONSTRUCTION. (1) m
4. 6"SERVICES REQUIRED FOR MULTI-UNIT BUILDINGS.4"SERVICES ARE ALLOWED 2. WHEN TRENCH IS SUBJECT TO INUNDATION, EMBEDMENT MATERIALS MUST EXTEND TOu
FOR SINGLE FAMILY RESIDENCES ONLY, TOP OF PIPE. Z
5. SCHEDULE 40 REQUIRED FOR ALL 4"SERVICES. 6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING
3. NO BOULDERS OR STONES IN EXCESS OF 4" WILL BE USED IN INITIAL BACKFILL. CONSTRUCTION. ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM
4. THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS OF UP TO 20 FEET. ! 6 E 9
CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE m
SANITARY SEWER SERVICE 5. PVC PIPE NOT ALLOWED WITH LESS THAN 3'-0" COVER. REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT
D6.01 NOT TO SCALE THE CONTRACTOR'S EXPENSE.
D6.02 TRENCH FOR PVC PIPE 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
NOT TO SCALE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY UL0C0 AT _
1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE
ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
CLEANOUT IN CLEANOUT IN ~
~ I o
PAVED AREA GRASSED AREA m
8. CONTRACTOR SHALL PROVIDE TBS FIELD DENSITY REPORTS VERIFYING SEWER BUILT IN -
FILL AREAS ARE COMPACTED TO 95% STANDARD PROCTOR. - P H
PAVEMENT GROUND 9. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL
I/ %//I'a 1}"MIN.
®�® / _- _; I--54"TO 5r�I AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM -
� , GROUND LEVEL
"'r} ' 1=11-11 i - PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL
O�%%%%%%%��O////�O- p
/�%%. IlII�r � ilj �y. _ f MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL SEWER PIPES
CAST IRON WITH"SEWER" �i �� u,4 III III AND APPURTENANCES.
CAST IN TOP './i��1/• % cJ M n
(SEEN DETAIL) ��'�•�E,�rv''~.;.•`'•,ys COUNTERSUNK ao of -II 10. SAFETY AND TRAFFIC ROUTING TO BE COORDINATED WITH TBS & NCDOT AND IN STRICT \ \ w
!' _ ACCORDANCE WITH NCDOT GUIDELINES FOR CONSTRUCTION, MAINTENANCE, AND UTILITY 9
$57 WASHED STONE % % = -II OPERATIONS'
:: 6"MIN.DEPTH MINIMUM WEIGHT CHART x FL'ouoF1 I III III 11. ALL SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC PLUMBING o M e z
45'BEND
-_,- MIN.WEIGHT-LBS. _ CODES AND ANY REQUIREMENTS PER LOCAL AUTHORITIES. COORDINATE EXACT
0
NE
iiii..„
COVER 25 ^� ' III- LOCATIONS OF SERVICE LINES WITH THE ARCHITECTURAL, PLUMBING, AND LANDSCAPING
BASE ao �, III PLANS. SEWER CLEANOUT ASSEMBLY LOCATIONS SHOWN ARE APPROXIMATE AND ARE J
s"x 6"WYE TOTAL UNIT 65 oe oow SUBJECT TO FINAL VERIFICATION. Z e"vNN'.,
?�';
/ "� 12. ALL NON-FERROUS UNDERGROUND SERVICE LINES OUTSIDE BUILDING FOOTPRINT SHALL ;o=o �,�o
7; MIN. -e'MAX BE REQUIRED TO HAVE A MAGNETIC- TYPE WARNING TAPE INSTALLED IN THE BACKFILL W _=¢g a'o z
13y"MIN.-15q"MAX. CHIN.WASHED
.III. Li STONE BASE AT LEAST 6" BELOW GRADE. 5 1°V,, '"o �'
1II■i�Il■i�I s"," �; ;
NOTE: ix SANITARY SEWER CLEAN our BOXES AND 13. CONTRACTOR TO INSTALL D.I.P.DP WHERE THE MINIMUM OF 3' COVER OR AT UTILITY �',o„OAy '-',30,"
NOTE: 6"SERVICES REQUIRED FOR 6"SEWER LINE COVERS SHALL BE MANUFACTURED FROM GRAY CROSSINGS WHERE MINIMUM VERTICAL SEPARATION REQUIREMENTS CANNOT BE MET. o �'
MULTI-UNIT BUILDINGS. 4" IRON(CAST IRON)MEETING THE REQUIREMENTS �� O
6"PLUG SERVICES ARE ALLOWED FOR OF AWWA C110 AND ASTM A536. y PIPE MATERIAL MUST TRANSITION TO D.I.P. 10' PRIOR TO CROSSING VIA A SOLID SLEEVE U.
SINGLE FAMILY RESIDENCES ONLY. 2. ALL SANITARY SEWER CLEAN OUT BOXES AND COUPLING AND EXTEND TO THE NEXT MANHOLE.
COVERS SHALL CONFORM TO PARAGRAPH 2.01(d) /OF ITEM II,SECTION VI OF MSD'S TECHNICAL
CLEANOUT DETAIL SPECIFICATIONS(MADE IN THE USA). S j_ 14. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10' OF A CROSSING IF: W
D6.03 3. SANITARY SEWER CLEAN OUT BOXES AND %NOT TO SCALE COVERS
MANUFACTURED
A. SEWER LINE CROSSES OVER WATER, OR CC
(HAND HOLE RING&FC COVER,MODEL R#7610), /y
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18". 0
EAST JORDAN IRON WORKS(HEAVY DUTY �� MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS
MONUMENT BOX,MODEL#1574)OR APPROVED
EQUAL.U.S FOUNDRY(HAND HOLE RING&FC LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"
COVER,MODEL#7630)MAY BE USED WHERE ABOVE THE TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND
NOTES: CLEAN OUT IS WITHIN AN ASPHALT OR
PIPING CONFIGURATION To BE CONCRETE PAVED AREA. CLEANOUT BOX
SANITARY SEWER. J
USED ON ALL DROPS OVER 30". CLEANO V T z
DROPS TO BE CONSTRUCTED OF NOT TO SCALE 14. MAINTAIN 18" VERTICAL SEPARATION BETWEEN STORM DRAIN AND SANITARY SEWER, OR 2
A.B.S.OR P.V.C.PIPE. l ' 6
INSTALL FERROUS MATERIAL ON THE SANITARY SEWER WITHIN 10' EACH SIDE OF THE W _
PIPING CONFIGURATION TO BE D6.04
INSTALLED WITHIN 3"OF CROSSING. A�
NON MANHOLE WALL. CC 9
SHRINK SERVICE LINE MAY NOT ENTER NON
GROUT 15. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS CO r
_ TEE MANHOLE THROUGH CONE SHRINK
CAPPED END TO SECTION OR ANY JOINT. GROUT 7 NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION. �•R�
�.�'�ALLOW ACCESS We TEE V O
STAINLESS STEEL STRAPPING 1
SHALL BE 1-WIDE BY 1 8" lobar
■ 16. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED Z
SERVICE .p ZB THICK AND ATTACHED TO THE S
LINE MANHOLE WALL WITH MASONRY SOILS LABORATORY UNDER ALL PAVED AREAS.
CC ANCHORS.
DOWNSPOUT w
17. THE ENTIRE SEWER EASEMENT MUST BE CLEAR AND REMAINED CLEARED OF TREE �LL/� d
LL
MANHOLE PLANTINGS, EXISTING TREES, AND ANY PERMANENT STRUCTURES. VJ
MANHOLE DOWNSPOUT 1t
WALL a
e M 18. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS V
:;, uN UNE �: AO'BEND FOR PREPARATION OF FINAL RECORD DRAWINGS. - Z_ r
90'BEND STAINLESS STEEL STRAPS
AT 3 o.c.MAX __ 19. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE SEWER - 9
_ (�` INVERT SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY THE TOWN OF O 9
BOILING SPRINGS. SECURE FINAL OPERATIONAL APPROVAL FROM TBS PRIOR TO 8 CO
ACTIVATION OF THE SYSTEM. '"
MANHOLE BOTTOM MANHOLE BOTTOM
REVISIONS DRAWN BY: KINN
DATE DESCRIPTION CDC PROJECT NO.: 22313
SEWER DETAILS PBS
ERMIT NO.
NC
NCDEO TBD EC NO.: TBD
TOWN OF BOILING SPRINGS STANDARD DROP MANHOLE FOR STD. NO.
STANDARDS SEWER SERVICE 7.08 SHEET
D6.05 C961

GENERAL NOTES FOR WATER =2 g a '!s
H
3 4"COPPER PIPE f 12"MIN 2^ TABLE OF"A"DIMENSIONS(IN FEET) o «
msE js XIXID xsA.0 �srvc osuxslsss Rsruy sA.sR / Eco 1. WATER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE C�_ - w m m
E TYPE'K"SOFT INSTALLED rN EARNiH i y y i K
BEND 90 45 22 .0 11 1/4.0TEE TOWN OF BOIUNG SPRINGS(TBS).ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL i a ¢
BY OTHERS Eat1H $a 6�` Z 2 LL
xausr�ax LOCAL,STATE,AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS IN THE i_ NTED HEAPED 7
A A r - PROJECT TECHNICAL SPECIFICATIONS.
i xscr�ox 6 1.4 1.1 1.0 1.0 1.2 ¢u
I'� _ xr osMxs PLAN ` = 8 1.9 1.5 1.5 1.5 1.6 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED WATER PERMITS AND 3 3
c vAre �II' �II i ASSOCIATED NON-WATER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING n
HI'
I ll A m 10 2.4 1.8 1.8 1.8 2.0 CONSTRUCTION.
FLOW IAIIA� THREADED BRASS NIPPLErallal�- IIAI 12"MIN.LENGTH < 12 2.8 2.1 2.0 2.0 2.4
e a 3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER,THE OWNER, E
1�11 V 11 � TEE _�UNDISTUREED AND THE TOWN OF BOILING SPRINGS.THE ENGINEER SHALL PERIODICALLY OBSERVE THE
WATER METER BOX ` 16 3.8 2.8 2.5 2.5 2.8 PROGRESS OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER
METRE SUPPDRi.� ' punt[ wun _ roc NEW END MEW EARm INSPECTION. THE CONTRACTOR SHALL FURNISH,SECURE, AND PROVIDE ALL NECESSARY a
II s_ovsro o.
- 24 5.6 4.2 3.0 3.0 4.5
21.5" TESTING MATERIALS,EQUIPMENT,PROCEDURES,AND CERTIFIED LABORATORY TEST RESULTS d
TYPICAL THRUST BLOCKS FOR TEES FOR USE WITH ENGINEERS FINAL CERTIFICATION OF COMPLETION.ANY WORK COVERED PRIOR
17" NUN r0 SCALE
d I'' PLAN es _-row _� NOTES: TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE ay
'�"' ''- I.ALL FITTINGS MUST BE RESTRAINED AS CONTRACTOR'S EXPENSE. Q
g27,:7' {0==BI,FOR GROUT PIPE IN OVERSIZED SPECIFIED IN SECTION 6.05 OF THE C N
OPENING NO SOPPACT wx NOT TO SCALE THICKNESS 1.25" THICKNESS 1.25"� STANDARD SPECIFICATIONS AND 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLNA LICENSED UTILITY CONTRACTOR. _ _-(O
dog. ro xswregsxc0S =cx Dwuc THICKNESS.375" D7.03 DETAILS MANUAL. . )C u
SEE WATER EXTENSION IIy SECTION AA SIZE A a c STRAIGHT YOKE VALVE 18" .375 MIN. 24• 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND 0)0 ;
SIaENrnnDN re LINE LA sc s wr(E�.) v tTMa METER FURN ED ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY (,� (•� ;
NOP SO (LOCKABLE)AT YOKE APPROVED DUAL 30" 2.DIMENSION TABLE GIVEN IS A GUIDE
as was 6 BY WATER CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
INLET. CHECK VALVE ONLY. ENGINEER SHALL BE HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
i z/z >5 a to se 6^ EPARTTAEN�(� RESPONSIBLE TO CALCULATE THRUST
az 3/16 22I1/16 12 1/2 58 IRa JL unolsruREEO coMPAc1E0 AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
a ai ii/t6 zss/I6 zz0 zo _•�IL 'iy._..._______- '/EAgrH EARIx BLOCK DIMENSIONS BASED ON
vnrei D z/is az 5/is iT1a/e aeo as 12' 1 6 rxxusr ELocK II
ACTUAL SOIL AND OPERATING CONSTRUCTION. 0
s ss tl/t6 aB s/IN 21 t/a 550 sa I � PRESSURE CONDITIONS. 6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING CONSTRUCTION.
69 a/ts as i/ts sa �� 45 APPROVED YOKE BA• ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY
10 ea 3/16 sa 1/16 ,w 1720 157 55 6"
.,,,�� EAxTr I- A 3.FITTING JOINTS SHALL BE KEPT IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE
O #57 WASHED STONEyi
THREADED BRASS NIPPLE TO EXTEND out yI FREE OF CONCRETE. A LAYER OF WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE.
NOTES:
crvaS 1155 5055 BE AND
NSACOMPLIANT 1nm Ass[ioeo STANDARDS FOR cuss ENCLOSURES, OUTSIDE METER BOX 12' MIN.LENGTH. -\urvo POLYETHYLENE PLASTIC SHALL BE
APPROVED EXPANSION CONNECTION BEND E xm PLACED BETWEEN THE FITTING 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
NAAyf IE2Io-APO,NEAT SOURCE
INC.MODEL ENCLOSURE SHALL CR APPROVED[wiVAALLENT.�OUNT 3/4"SERVICE SADDLE TOP NEW END NEW
"
reAin Ep^.s' ENCLOSURE TO PAD/ROOTER USING suvpu[oAnnaore BRACKETS.PR WITH CORPORATION STOP 2"X4"X8"BRICK AND THE CONCRETE. CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY ULOCO AT 0 N
®90'SPACING 1-800-632-4949 OR 811,72 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE U
1E(GPM):2o0 PERFORMANCE z SECTION A-A THRUST BLOCKS FOR BENDS&FITTINGS 4.PRE-CAST THRUST BLOCKS ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
ISOMETRIC VIEW aow RATE DFREE CLEARANCE ETECTOR ASSEMBLY. EN sloes AND BOTTOM OF me ENCLOSURE AND mE BACKFLOW ARE NOT ACCEPTABLE.
NOTE: NOT r0 SCALE 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND 55
5.CONCRETE SHALL HAVE 4000 P.S.I. z
BACKFLOW DEVICE INSTALLATION IN ABOVE THIS DETAIL WILL APPLY TO ALL DOMESTIC WATER SERVICE TRANSFERS COMPRESSIVE STRENGTH. MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
D7.01 AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS AND SHOWN ON THE PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL U
GROUND HEATED ENCLOSURE ENGINEERING DRAWINGS. MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL WATER PIPES AND
NOT To SCALE D7.04 APPURTENANCES. ti) i
5/8"WATER METER BOX m
D7.02 NOT TO SCALE 9. ALL WATER LINES AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC Z
PLUMBING CODES AND THE TOWN OF BOIUNG SPRINGS REQUIREMENTS.COORDINATE EXACT
LOCATIONS OF SERVICE LINES AND APPURTENANCES WITH THE ARCHITECTURAL PLUMBING,
ALL OTHER UTILITIES SHALL BE LOCATED A MINIMUM OF 3'AWAY FROM WATERLINE AND LANDSCAPING PLANS.
U m m
5'OR LESS
-
10. CONTRACTOR TO PROVIDE 5'MIN.LATERAL SEPARATION BETWEEN WATER LINE AND OTHER
GRASS STRIP - 12"-24" f VARIES - UNDERGROUND UTILITIES.SEE DETAILS FOR GENERAL NOTES CONCERNING WATER MAIN
INSTALLATION REQUIREMENTS.
CURB AND GUTTER 2' FINISHED SHEETED OPEN SHEETED OPEN
y 6"MIN. 6 MIN. GRADE -, TRENCH TRENCH
MIN. u V TRENCH-- TRENCH 11. A 3'COVER DEPTH SHALL JUST BE MAINTAINED FOR ALLVBY PROPOSED WATER LINES,ANY
v NECESSARY FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER AND THE CITY
BACKFILL MATERIAL BACKFILL MATERI(L INSPECTOR.
ROADWAY COMPACTED IN 6"LIFTS COMPACTED IN 6'LIFTS -
z
s
SERVICE LINE h- 12. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10'OF A CROSSING IF:
N (INSTALLED BY OTHERS) za'MAx izMAx 24 MAX MAX A. SEWER LINE CROSSES OVER WATER,OR a
NOTES: y _ 2 p A_
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18". 5
PVC SLEEVE SHALL EXTEND A MINIMUM OF BACKFILL MATERIALIIIMI �-L' BACKFILL MAIERI L MAINTAIN 10'HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID IN a
6"EITHER SIDE OF SIDEWALK. COMPACTED IN 3"LIFTS -'1- P
COMPACTED IN 3 uFTS SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"ABOVE THE
3/4"COPPER PIPE S
(TYPE K SOFT) '� 1 TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND SANITARY SEWER.
PVC SLEEVE DIAMETER SHALL BE AT LEAST METER BOX-1 �`I II,
1/2"LARGER THAN THE OUTSIDE DIAMETER 4 z
OF THE COPPER SERVICE UNE. WATER MAIN I jl_, 13. MAINTAIN 18"VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER OR THE WATER
ELEVATION VIEW MAIN MUST BE CONSTRUCTED OF FERROUS MATERIALS FOR A DISTANCE OF AT LEAST
SLEEVE REQUIREMENT APPLICABLE TO ALL UNDISTURBED NOTE: 5" 10-FEET TO EITHER SIDE OF THE CROSSING.
SERVICE LINES INSTALLED UNDERNEATH EARTH UNDISTURBED H
BELL HOLES NOT SHOWN EARTH
SIDEWALKS,REGARDLESS OF SIZE. OVERCUT EXCAVATION 14. MAINTAIN 5'HORIZONTAL DISTANCE BETWEEN WATER LINES AND THE DRIP LINE, AT
MINIMUM LENGTH OF BRASS NIPPLE SHALL n STANDARD EXCAVATION MATURITY,OF TREES AND OTHER SHRUBS.
BE 12 INCHES(12") CONCRETE
METERS SHALL BE LOCATED OUTSIDE 5'OR LESS _ SIDEWALK I SHEETED OPEN 15. TOWN OF BOIUNG SPRINGS OWNERSHIP AND MAINTENANCE ENDS AT WATER METER AND/OR
DITCHES AND IN RELATIVELY FLAT AREAS. GRASS STRIP ( O. SHEETED OPEN TRENCH TRENCH THE FIRE LINE ISOLATION VALVE.WATER SYSTEM BEYOND IS TO BE PRIVATELY OWNED AND Mo n w
(WIDTH VARIES)~ TRENCH TRENCH
2' �X z� �X MAINTAINED. m m n BACKFILL MATERIAL o
MIN. 6"MIN. 6"MIN. f I VARIES BACKFILL MATERIAL COMPACTED IN 6"LIFTS---......... o
COMPACTED IN 6"LIFTS 16. METERS,VAULTS,AND FIRE HYDRANTS ARE TO BE PLACED IN RELATIVELY FLAT AREAS.
241.MAX 12"MAX 17. BRASS FITTINGS MUST BE LEAD FREE PER TOWN OF BOIUNG SPRINGS REQUIREMENTS.
2r NAx 12.MAX fN f�
u 6"MIN
SERVICE LINE SPRING LINE OF PIPE x' M v
18. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
SPRING LINE OF PIPE ��• +•.. NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION. f z
Ft
Amyl
ROADWAY (INSTALLED BY OTHERS) ..<v. }
ae , "x 6 MIN 19. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED J
k+- .T,� WASHED STONE /�� SOILS LABORATORY UNDER ALL PAVED AREAS. Z �x1•� ' •
WASHED STONEMal EMBEDMENT " •� A/ /
THREADED BRASS u EMBEDMENT ? •jt 20. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS :�`�P °°`'•//'
NIPPLE IJ Npo��S5TURBED -if
ADDITIONAL WASHED STONE FOR i / FOR PREPARATION OF FINAL RECORD DRAWINGS. C p"O M•dam:
•WATER METER EGO EARTH UNDERCUT EXCAVATION ONLY >, ?/� -Q;e �,�N
AS DIRECTED BY ENGINEER /< W Q° Z;
C/ 1\_
3 4"COPPER PIPE SLEEVEPVC WATER
NOTES: STANDARD EXCAVATION XYX -AT/K' '1/Y'\'\ 21. PRESSURE TEST WATER MAINS TO 200 PSI MIN.AND 250 PSI MAX.ASE PER TOWN OF 5V eN �
/ / BOILING SPRINGS REQUIREMENTS.DISINFECT WATER LINES AND PROVIDE ACCEPTABLE _
BACK OF
CONSTRUCTION OF TRENCHES BACTERIOLOGICAL TEST FROM A CERTIFIED TESTING LABORATORY FOR USE WITH THE a
o
(TYPE K SOFT) IN WET CONDITIONS UNDISTURBED > S<
SHALL BE IN ACCORDANCE EARTH LLB 'S'•°v0 Gee
CURB AND GUTTER WITH THE LATEST OSHA UNDERCUT EXCAVATION ENGINEERS CERTIFICATION OF COMPLETION. ��\ ,A':D
PLAN VIEW REGULATIONS. CONTRACTOR IN UNSTABLE SOILS TYPE$ �' °j� °gE�`�
TAPPING SADDLE& SHALL BE RESPONSIBLE FOR 22. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE WATER
CORPORATION STOP COMPLIANCE WITH ALL SYSTEM PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY THE TOWN OF BOILING 0
APPLICABLE REGULATIONS. SPRINGS.SERVICE WILL BE PROVIDED ONCE FINAL CLOSEOUT SUBMITTALS HAVE BEEN LI-
NO BOULDERS OR STONES APPROVED BY THE TOWN OF BOILING SPRINGS.
D7.05 TYPICAL WATER METER INSTALLATION IN EXCESS OF 4"IN SIZE
SHALL BE USED AS PART 23. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE
NOT TO SCALE OF THE INITIAL BACKFILL. TYPICAL TRENCH DETAIL OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING UJ
D7.06 NOT TO SCALE PUBLIC WATER SYSTEMS IN NORTH CAROLINA.THESE GUIDELINES ARE THE MINIMUM �y
PIPE BEDDING MATERIAL REQUIREMENTS.THE DEVICES SHALL BE LISTED ON THE UNIVERSITY OF SOUTHERN CC
SHALL BE#57 WASHED CALIFORNIA APPROVED ASSEMBLIES. THEY SHALL BE INSTALLED AND TESTED(BOTH O
STONE. INITIAL AND PERIODIC TESTING THEREAFTER)IN ACCORDANCE WITH THE LL
BADGER MODEL#25 MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL 24. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL
'^
METER BOX \ PROGRAM,WHICHEVER IS MORE STRINGENT. VJ
PUBLIC LINES WHERE THRUST RESTRAINING IS REQUIRED; HOWEVER,THRUST BLOCKS a
III ARE PERMITTED WHERE CONNECTIONS ARE MADE TO EXISTING WATER LINES OR WHERE
IIII% 4"MIN %i THE USE OF MECHANICAL RESTRAINT IS NOT FEASIBLE.
TTIT�J 6"MAX �,i,,3yI r U
3/4"OR 1"METER 3 � T 1 /$
I� ` T DUAL ANGLE UJ
CC z
14-% \ $ CHECK VALVE
ANGLED METER STOP / j \ / /1�
(LOCKABLE) 4III /It NOTE: CONTRACTOR MUST USE RPZ `3 z
COPPER SMETER ETTER $ j \ FLOWyL 18 24" AS REQUIRED R DCCV KFLOw PREVENTER z Q
S$2$ y [awl
3"MIN A-E7I�I i� -I
#67 STONE I IR \ 12^ l/E'�l a
5II% �I O O
�II Z }
‘A
o 0 0
MITER SFTTFR' rI 0M
TYPE'K'COPPER TUBING FORD VHH-70 SERIFS ; ••• S
MUEI I FR-14000
SERIFS
McDON AID-SERIFS 20
NOTE: CONTRACTOR TO INSTALL SETTER ANGI E DUAL CHFCK: DRAWN BY: KINN
FORD-STYI E HHA CDC PROJECT NO.: 22313
REVISIONS MUEI LFR-#14244 PERMIT NO.
DATE DESCRIPTION McDON AI D-SERIES 12
WATER DETAILS BB TBD
NCDEQ EC NO.: TBD
TOWN OF BOILING SPRINGS STANDARD a AND 1"BACKFLOW/ STD. NO. SHEET
STANDARDS METER ASSEMBLY 6.03 C 9 7 1

H
<i(SN De
u
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ORSTTzC7�aPIT uL sNERUT Osm ram
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. H i sl
w I U 1 x
Implementing the details and specifications on this plan sheet will result In the construction 2. Provide drip pans under any stored equipment. .-•.•.. _ .• ___ O LL m O LL
activity being considered compliant with the Ground Stabilization and Materials Handling3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the y tea' _ ` '?�� 4 w . i s
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The I 1; �^E H a 6 a n
permlttee shall comply with the Erosion and Sediment Control plan approved by the project. f11• I 1„� a
? a3
delegated authority havingjurisdictlon.All details and specifications shown on this sheet 4. Collect all spent fluids,store In separate containers and properly dispose as � , ..e %_=F_f_I Jl� + N
may not apply depending on site conditions and the delegated authority having Jurisdiction. hazardous waste(recycle when possible). •^� o
5. Remove leaking vehicles and construction equipment from service until the problem .1C-,
has been corrected. g y. "�"`
SECTION E:GROUND STABILIZATION .•�cex%'l'�i"' "`a�'' aT;giSSY
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ! A ._ E
Required Ground Stabilization Timeframes era ear =�'`='�
• to a recycling or disposal center that handles these materials. LI
Stabilize within this ���_�m� taraff'° "4:w7. a
Site Area Description many calendar Timetrame variationsaoli �� � �n er tr.s
days after ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE d
land disturbance 1. Never bury or burn waste.Place litter and debris In approved waste containers.
la) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS .1-r
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. C 0' _
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local G)V .1,,,
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. =.7)C u
(HOW)Zones 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and In 2 G)0
(c) Slopes steeper than from upland areas and does not drain directly toe storm drain,stream or wetland. additionthe mixer and associated materials on impervious barrier and within
If slopes are 10'or less length and are place pervious V�V ;
3:1 7 not steeper than 2:1,14 days are S. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
0
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up Immediately if review and approval.If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose wane off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped Into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER UQUID WASTE be pumped out and removed from protect
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste Into storm drains,streams or wetlands. 6. Locate washouts at least erfeetfromes are drain inlets and surface waters unless it
le) Areas with slopes 14 -10 days for Falls Lake Watershed unless 2. Locatepaintwashoutsatleast 50 feet away from stormdrain Inletsand surface can be shown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1Install protection of storm drain inlet(s)closest to the washout which could receive 0 ry
there Is zero slope waters unless no other alternatives are reasonably available. spills or overflow. O
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts In an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized andplaced appropriatelyfor the needs of site.
entranceovi pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. w
activity.Temporary ground stabilization shall be maintained In a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project O
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to Identify this location.
PORTABLE TOILETS0GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the 1. o table rwetl toilets on level gr isnd,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural
m
streams or wetlands unless there is no alternative reasonably available.If 50 foot components when no longer functional.When utilizing alternative or proprietary z
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Tam an Stabilisation PmmaneMSLbllbatlae on a gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or In high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. co
•Nydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•galled erosion control produce with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw or other mukh i•Shrubs or other pemlarent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides In accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Stmctural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,Ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental
•Rolled erosion control oducts with as seed available. poisoning.
2. Protect stockpile with silt fence Installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides In areas where flooding is p
POLYACRYLAMIDES(PANS)AND FLOCCUUINTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,Stormwater drains,ground water
or surface water.If a spill
1. Select flocculants that are appropriate far the soils being exposed during 3. Provide stable stone access point when feasible, enema occurs,clean area Immediately. -
onstruction,selecting from the NC List of Approved PAMS/Flocculents. 4. Stabilize stockpile within the timeframes provided on this sheet and In accordance 4 Do not stockpile these terialsonsite. Kil
a
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization Is defined
3. Apply flocculants at the concentrations specified In the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. I. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
otorefi Y.7 a 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
e.
5. Stprefl«culantrinleak-proof containers that are kept under storm-resistant cover , NORTH CAROLINA
or surrounded by secondary containment structures. -3-l:2, Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
}-
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING J
Self-inspections are required during normal business hours in accordance with thetable 1.E&SC Plan Documentation L Occurrences that Must be Reported
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: O �v��` °V:v�7zzz' i
personnel to be in jeopardy,the inspection may be delayed until the next business day on �/'z%,aheroved E&SC plan must ii g tot he-[&-date nshall beke t on site a d a aiabil permit. (a) Visible sediment deposition in a stream or wetland. o °•which it is safe to perform the inspection.In addition,when a storm event of equal to or � �� „>egreater than 1.0 inch occurs outside of normal business hours,the self-inspectien shall beThe fallowing items pertaining to the usin&SC plan shall be kept on site and available far \
W _Q° cr-,
inspectiont all times during normal business hours. tr/i-upon the commencement of the next od business day.Any time when inspections (b) Oil spills if:
_U:W C�,°Z
were delayed shall be noted in the Inspection Record. Item to Dowment IwwmeetatIoe Requirements •• They are 25 gallons or more, L. 2°
la)Each EASE measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, IX IL °e O co O G,°,Q 2 .,
Inspect )aura normal neeoon recwas me indwe. and does not significantly deviate from the of the approved EASE plan or complete,date Theyca se sheen on surface waters(regardless of of me),Or /v'�0p °°E� \y
n business hours) f Iocatb on
dimensions and relative elevation and sign an inspection report that lists each '
lt)xi.mom 2033 oHrymmfan amnnmu_ tradeservations are _ shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet Of surface waters(regardless Of volume). O
roi0 corking hrliaa tedoa rain yauge a,d coo line vmual ray aiinTaa during weekend
is plan.This documentation k required upon the
rider cord the cumulative rain measurement for those un- initial installation of the EBSC measures or if Um
attended n(am till.will determine a a site nspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed).o installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
pmvrd by ee wvnee may use arwmer rain-monitoring aedoe (Ref:40 CFR 302.4)or G.S.143-215.85.
lb)A phase of grading has been completed Initial and date a copy of the approved E&SC II I
tot[ass: pectrd, plan complete,date and sign inspection •�/+yi�+
Nina goes 2.w repotrm indicate completion or the (d) Anticipated bypasses and unantidpatedbypasses. CC
and within 24 3. antemmeprsan inspection, construction phase.hours of a rain .Indication OL
aanafmnneperforming
m., Mir he,inspection,
oting lc)Ground cover is located and installed Initial and date a copy of the approved EASE
24 hours event,1.0 non 5.cesrsnpte accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance
with the conditions of this permit that may endanger health or the
6.Desc
ription, plan. report indicate compliance with approved environment.
(3)Stonnwa-'or Pt least once per 1.Identification of Me discharge curtails inspected, ground cover specifications.
discharge 7
r days 2.Date and time of
ruifalh(SOtxl peemnrperrforrm rig he inspection, Id)The maintenance and repair Complete,date and sign an irepera report. 2.Reporting TimefLames and Other Requirements
and
vri - - requirements for all fAflt measures After apermiOeebecomes aware of an occurrence that must be reported,he shall contact a
rang or suspended olmseormscolorauon,as nil have been performed. rhea teLtivisionregional offlce within the timeframes and in accordance with the
0 za hours loth InS.Indication of visible sediment the site, le)Correctiveamo Initial appropriate
ors have been taken tial and date a co6.oescription,evidence,and dace of corrective actions taken. py of the approved EASE Q O
to E&SC measures. plan or complete,date and sign an inspection other requirements listed below.Occurrences outside normal business hours may also be
(arePwim.twof unmesrte nmin,me^arecontLL __ U
report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(8001
and within 20 1. din p stabile.the sediment that has lett corrective action. 858-0368. UJ
hours ot a rain Me
inch in ir.vchn e 7 calendar days of the following vidence cl he an dam or corrective acorns taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Thmeframes(After Discovery)and Other Requirements CC 0
24 hours 3.An explanation as to me actions taken to control uture In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment •widhin24 hours,an oral or electronic notification.
Isl Streams tit sea visible z.ame^am^ a site and available for inspectors at all times during normal business hours,unlessthe deposition in a •Wir.7eelendnrdays,a report that contains a description of the Cl)
Division provides a site-specific exemption based on unique site conditions that make wetland sediment and actions taken to address the cause of the deposition. VV z
cam ae following
from "or this requirement not practical: stream on staff my waive the requirement fora written report on
Iwbne. hours of a nin 1.Description,evidence and data Elt case-by-case basis.
accessible) _ inch in pro y Division (a) This General Permit as well as the Certificate of Coverage,after it k received. •If the stream is named on the NC 3o3(mlist as impaired for sediment- Z o
24 hours tiegmal Office per Part III,required rep Sec m Me era(21(a)ormis permit related causes,the permit[ee may be required to perform additional J
lalumuma :e ing(Immil.ttoofpwimeler test h Records Of inspections de duel the twelve months.The Ittee Shall monitoring,inspections or apply more stringent practices if staff M
stabilization of grading measures, and g () observations
rig previous perm determine that additional requirements are needed to assure compliance LF.•.kL
mea:ores -facilities rubbma mnanamrobing record the required observations on the Inspection Record Farm provided by the with the federal or state imwireawaters<onaitions. I.rL
activity romxnwiion ocompletion
mrea.ve0er,rrc,p.im caeca[ Division or a similar inspection form that includes all the required elements.Use el Al Oil spills and • Witldn 24 heron an oral or electronic notification.The notification �/�
electronicallyavailable records in lieu of the required paper copies will be allowedg release of shall include information about the date,time,nature,volume and y♦
shown to provide equal access and utility es the hard-copy records. hazardous location of the spill or release.
time.. per Item mrmear providedures haw hoot mmr or�na:sua ch ratwsh,.y wad be prov
ided as ;pprymentation to be Retained for Three Years 0 o
stun asp�i e. All data used to complete the a-NOI and all inspection records shall bemaintaind for a period 1(b){q above
NOTE:The rain inspection resets there required t. of three fifer [coin completion and made available C140 CFR 122.41 kl Anticipated •mamEtgelmrtten da an
evaluation
the vssate ajthe bypass uarsv fate. O }
pet quit day inspection fequiremen yearsd project p poor request 7 bypasses Lop CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(38 effect of the bypass. w J
PART II,SECTION G,ITEM(4) (d)Unanticipated • With inda hours,an oral or electronic notification. z
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses Ida CFR • within]calendar days,arepor that includes an evaluation dthe O
122.41(m)(3)1 quality and effect of the bypass.
(e)Noncompliance • Within ecle e20 ohours,an oral or electronic notification. COdiment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions . Wmtizp.heMar.,a reporfthat contains a demmtionof the z r•• F
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and"tithe noncompliance has not
health or Me been corrected the anticipated time noncompliance is expected to DRAWN BY: KINN
The E&SC planauthority has beenprovided with documentation of the non-surface withdrawal and the% f time periods or conditions in which it will occur.The non-surface withdrawal emlbo continue;one steps or planned to reduce,eliminate and
(a) au rty specific perlenvironment'.
R 122431 CDC PROJECT NO.: 22313
1IIZ➢ prevent reoccurrence of noncompliance.v,nCFR uz.411p1g1.
shall not commence until the E&SC plan authority has approved these items, • ion staff may waive the requirement fora written report on a PERMIT NO.
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)lc)and(d)of this permit, case-by-case basis. NCGO1 NOTES BS TBD
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sd iment basin.Examples of appropriate controls include NCDEO EC NO.: TBD
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
lit) Vegetated,upland areas of the sites ore properly designed stone pad Ls used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, Kw
J A.
(e) Velocity dissipation devices sud,da check dams,sediment tt d apg,andriprapareproyidattnede points
cnargepoinafandewateringdevireg,and NORTH CAROLINA
If) Sediment removed from the dewatering treatment devices described in Item(4)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. w:,' ,Environmental Quality SHEET
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 C 9 9 8

\ /' __/ / �. / I PU I 1 / gg
// I / /N' / / // / 12 AA(PBL) / I II I mo' // I 2 i 4 2 w� "
LANDSCAPE NOTES / / / 1 / / // / ( =I I /I / / /I VICINITY MAP <� � H2Ft
1. ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH ALL TOWN OF /^ I \ /''/ / I / / // )3' / 1 j I I y // ¢ // ) MOT TO SCALBT O w°� w w U.
n
/
BOILING SPRINGS REGULATORY STANDARDS AND ALL REQUIREMENTS I / I I / / ,� , 1 I II / , / \ C�_�'3
IN THE PROJECT TECHNICAL SPECIFICATIONS. CONSULT ENGINEER I I / / ) / ��n•; 111 / I \ \ a W i a W�',i
TO FIELD ADJUST LANDSCAPING AS NECESSARY. I 23 AGF(PBL) 1 \ J / / �``\ r I I ) ( / p u p u
/ \/ /
/ 6 AC(PBL) i1 �� m RD. <a a a
2. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / ] / / I� I1r.' m /
f-- / `..\ 1 I `/.) I I / FPS'^ a3
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE / 31 LFA(PBL) / I GEORGE D. PRARSON / / i j;���iQ '��r'1 I I ` _ g / / / ULEGti
CONTRACTOR SHALL NOTIFY NC ONE CALL AT 1-800-632-4949 OR I / / 6\�:•.�1y\ (J� N n
811,72 HOURS BEFORE CONSTRUCTION BEGINS. / I I IPRISCILLA M. IPE'A`RSGN / S ^'"\L0 �( •J \ ��? �I I I 'I F� TYPE 2,20'WIDE LANDSCAPE BUFFER(TYP)
/ PIN: 2505-41-1455 / �� M �`� / 5
3. STREET TREE SPECIES WITHIN RIGHT-OF-WAY TO BE COORDINATED I / 31 RDC(PBL) \ ( / / �� / •�MOD Y I �/ / z
WITH TOWN OF BOIUNG SPRINGS ARBORIST. / / I DB 16-A 1PG 641 / / ;C�© ^`���° I I) O 1 / �n E
/
IR15 REST ENTIAL/ ��a �(I� 1�Ip�� I ^II a / v
4. ALL GROUND COVER TO BE MULCH PER TOWN OF BOILING SPRINGS _/ 28 PJA(PBL) \ 1 1\ 1 Q '��-67,, L\ 1 1�/ifs ' \ ` q� I / U �. Q
PERMANENT SEEDING REQUIREMENTS. 1 �\✓ �� � FJp'
REVONDA S./ I �R rr.. V- �,I��� v� WF I �I PIN o a
5. TREES AND SHRUBS TO COMPLY WITH OILY OF BOILING SPRINGS HUMPHR ES I I \ \ i II�t w\�;� �lO r� \C� m I 1 UDO AS FOLLOWS: V 1 _/ 11 I°• �" ' p I / N may,,
PIN: 2505-311948.3 G1 ® • III PROPERTY TREES I / I / /�� . ,11 �� i�� I/ / I / _ C Q"
ALL TREES PLANTED TO SATISFY THE REQUIREMENTS OF THIS DR 14-U PG/451 {' / j�ltr,\ \v`T �'��/ / �� `�•, di // '' CDC)
SECTION SHALL HAVE A MINIMUM CALIPER OF 1}INCHES AND PB 55 P19-45, / / �'!Z��S (1,NI'•�%)1 f '`'/ J I ,/ // {,t, �I �•y ;
BE A MINIMUM OF 8 FEET IN HEIGHT AT THE TIME OF / ^� j�tl l ( �— '�
PLANTING WHERE MULTI STEM TREES ARE PROPOSED,SUCH LOTS 1f9-183 \ /f�" \O�i� _ " ' �I b 1 // / _�---� /// so Q)0 3
TREES SHALL HAVE A MINIMUM OF 3 STEMS AND BE A R15 RESbEN TAL ���\ ��� 7•1�� ��/�i -- I1 x 1 (\ // // - 6 U�U ;
i `
MINIMUM OF 8 FEET IN HEIGHT AT THE TIME OF PLANTING. I/ ' �� \ a gyp•4,, L, \�v��
CANOPY TREES SHALL HAVE A MINIMUM MATURE HEIGHT OF 30 I (J''�/�j �I \\r `�� B I II ['1 / /
FEET. �, \^ '� �Ip �I /
i m (11111)
,! U � 9 I
UNDERSTORY TREES SHALL HAVE A MATURE HEIGHT OF 30 I oo��`�.k'/S��\\6 (Ir�t`I , FI �I / I" y I g� 1\ 1 J/ _' DEVELOPMENT DATA
FEET. 1 /'1 ✓ �
ONLY UNDERSTORY TREES MAY BE UTILIZED WHEN TREE a J/P' /I1�7� �� ► �_ ��y+ -• N / (- -- �, OWNER/DEVELOPER. THE BROADWAY GROUP
�,/ �l�P ci - rAll-4' I1- . 1 216 WEST SIDE SQ.
PLANTING IS REQUIRED WITHIN 20 LINEAR FEET OF OVERHEAD ,. �\ \:t/I�)� I o I
UTILITY LINES. I':n��1 v \:f► %— ` , III . `7 I / ) N. BOB ILLE,AL 35801
,['��' !; f 1 // J \ CONTACT: BOB BROADWAY
EXCLUDING STREET TREES,NO MORE THAN 40%OF THE TREES i ��—�JO���� T• I I / I� I ///j/ / / [phone]
40
INSTALLED ON A PARTICULAR DEVELOPMENT SITE SHALL BE OF II / /// 7 0 ry
THE SAME SPECIES. '��__� �- �3 1/•.. �/ =I //( \ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. sj
SHRUBS ''/F: - 1 Jn I I1 \ \\ / 168 PATTON AVENUE ss
_ IS `\ \ \\ r ASHEVILLE,NC 28801
ALL SHRUBS PLANTED TO SATISFY THE FOUNDATION PLANTING I . ° '��/.��/y/, \ \ CONTACT: BEN MUNN,P.E. y
REQUIREMENTS SHALL HAVE A MINIMUM HEIGHT OF 18 INCHES / ®• - / rl•1 o I \\\ (82B)252-5388 W
l..�
AT THE TIME OF INSTALLATION AND A MINIMUM MATURE / —.— _,_ _--\\\\\ I C,
HEIGHT OF 3 FEET. / „E ,s— GAS AS 1 oI \ \\\\ SURVEYOR: MCABEE&ASSOCIATES,PA.
,( °� ag =I / \\A I PO BOX 1768 `;
•
ALL REQUIRED SHRUBS WITHIN BUFFER PLANTING AREAS SHALL 1 / °/° di,
ps 6- \ \\\ FAIRVIEW,NC 28730
0 BE EVERGREEN AND SHALL HAVE A MINIMUM HEIGHT OF 3 I / /" \ -1 oI \./ \\\\ m
FEET AT THE TIME OF INSTALLATION AND A MINIMUM MATURE c/ CONTACT: J.BARRY WEST,PLS z
HEIGHT OF 6 FEET. / s/ „cam crs/ a I• 1 'I I ( / —\\\
\ I [phone]
NO MORE THAN 25%OF THE SHRUBS INSTALLED ON A I '/:
I I s/ -- ° I ...„..-
PARTICULAR ( /�''
DEVELOPMENT SITE SHALL BE OF THE SAME I IIIIMI I II I 2 I/ / / / /' J w w w
SPECIES. -- /��/o. ir I II I ��1 // / I al "1 m a a a m
TOTHEREQUIRED LANDSCAPE BUFFER /
I A`
6 DUE EXISTING TREES WITHIN EQU ED L DSC E BUF E / °..I' I \ 2
.10 AGF(FP) I
AREAS AND THROUGHOUT THE SITE,THE FINAL NUMBER OF TREES /
AND SHRUBS REQUIRED AND PROVIDED WILL BE BY AGREEMENT / ,cas Gi 'I I I I I / / ` /
WITH THE TOWN OF BOILING SPRINGS PLANNING DEPARTMENT BASED / ♦ --'A mn
^1r 11/ / / ` I PROJECT DATA
UPON AN ON-SITE INVENTORY. IN / I I / /
�♦�♦�®® ®®�• Ir�1 / PIN: 2 50531 91 48 a
7. LANDSCAPE CONTRACTOR MUST COORDINATE THE LOCATION OF THE I • ®�• ` 81 11 / IADDRESS: 442 GAFFNEY RD,BOILNG SPRNGS,NC -TREES TO AVOID EXISTNG AND PROPOSED SEWER/WATER LINES AND2 HPM(FP) _ I \ I / / DEED BOOK/PAGE: 14E/57 N w 53
SEWER/WATER LINE EASEMENTS. NO TREES ARE ALLOWED TO BE � a \ \ I \ I PROJECT ACREAGE: 2.00t ACRES CURRENT ZONING: B 1 COMMERCIAL ptt
PLANTED IN SUCH EASEMENTS. \ \ 1 I _
PROPOSED ZONING: B 2 COMMERCIAL o rv1� I I 28. THE OWNER/CONTRACTOR SHALL SELECT ALL PROPOSED I �I I I m / SETBACKS: AN z o
PLANTINGS FROM THE RECOMMENDED SPECIES UST IN THE CITY OF I/ �� �� �� I - - I 11 FRONT: 20' a o
KING MOUNTAIN'S CURRENT UNIFIED DEVELOPMENT ORDINANCE •' I I ���.-'�� ® I�� � £ ro / \ I \ I I I ) SIDES: 30' o _
(UDO).IT IS RECOMMENDED THE OWNER/CONTRACTOR VERIFY I \ ��� \1 °' I•1 I / A I I \ \ REAR: 30' '^
SELECTIONS FOR SUITABILITY WITH A QUALIFIED LANDSCAPE \ � �♦�� � \ I � ` 1 \ i I I \ \ CORNER: CORNER CLIP INCLUDED IN R/W n1
ARCHITECT PRIOR TO PLANTING IE
° ° n / I I I \ \ I \
PLANTING SUMMARY(COA): � ® � V W / •�„ I I A DISTURBED AREA: 2.00 AC
���` ��� I I "� ar I o 1 \ \ PRE POST
IMPERVIOUS AREA. 0.004 ACRES(0.2%) 1.03 ACRES(57%)
STRFFT TRFFS(ST) I �♦.. ♦ -\ffi \ \ \ \ \ \ ( ) ( ) nnnrvo® \ \ = I 1 / / PERVIOUS AREA: 1.81 ACRES 99.8% 0.78 ACRES 43% nmohI1 �� LAN D DGP ® - L V / m m o•
REQUIREMENTS: 1 CANOPY OR 2 UNDERSTORT TREE PER 40 LF of \ . . I i
a' a„\—(""+�"— / \ o NFRONTAGE � ROSS IZ,f)6= ; 14) \ \\ /� I I \ \\ I I / _ o _
FRONTAGE: 5e9 LF \\ I I ® A F S 8;3'< 4 ° ` till' I a �\ �L-�� ZONING DATA
TREES REQUIRED: 15 \`\ �� * C� �:� ` I \\ / / / k\\ \\\ \- -- _ PARKING CALCULATIONS `� "' c 1° a n z
TREES PROVIDED: 19 •\ \ 1 �V -a \ -- \
U \ • ® � \° * �\ \_ \ VEHICULAR: }
PARKING LOT LANDSCAPE AREA(PLA) \I � � ��.I►,� A1;/� / /� ` \ \\ \ REQUIRED SPACES: (MIN.1/400 SF,MAX 150%THE MIN) J O
/ //� c \ SALES AREA: 10,387
REQUIREMENTS: 1 OVERSTORY TREE PER 10 PARKING SPACES /�� , C• ♦�� ,\
° FOUNDATION PLANTING(TYP) AIIIMI f / I I ` \ SPACES REQUIRED: 26 MIN, 39 MAX Z �`� °Nh'�'' a
11
AT LEAST 50%IN LANDSCAPE ISLANDS / •\ ® • �♦®��®®�® \ <I �/°� / � /� sx cJ \ \ I SPACES PROVIDED 37 TOTAL 0 \\° 749�:
EACH PARKING SPACE WITHIN 60 FEET OF TREE I I I ®� ®®�l� 4 �111III/// �� ° I I I 1 \ 1 O,•`,P d"�• 11
�� / I I I / HANDICAPPED SPACES: L1.1 'E ern v z.o=�-\a
® ® I �__ �jr/ /¢ I SPACES REQUIRED: 2 SPACES PROVIDED: 2 - -
TOTAL SPACE: 39 1 �q 4 I I I BICYCLE: °,N -•2.1
`\ 1
I \ l ( MINIMUM REQUIRED: 0 AMOUNT PROVIDED: 0 LU ;y°.e0 ��.�
TREES REQUIRED: 3 I° c` w / / P\
TREES PROVIDED: 4 �„1 --_ °„ /
\ '" /�aY1 / q I II �/ // BUILDING DATA: CC �.&�N °C\ `
FOUNDATION PLANTING(FP) \ \ \ ron ®��®�®® ♦�® \°'' \ `Y�j�J/ jcH 2, \ 4ss I I l /�/� �/ BUILDING DESCRIPTION HEIGHT $�`EA Ce
mT %%
er114*
�, Q " q / / // _/ J TYPE C PLUS SINGLE STORY STEEL 18" 12,668 SF 11
REQUIREMENTS: MIMINUM OF ONE UNDERSTORY TREE AND `\ \ � ♦� ® + / ���/�/ I / / ///// /
6 SHRUBS PER 50 LF OF FRONT BUILDING WALLS ` I \ / /•'y`T" VV/fi \ I w // // //// �fi /BUILDING FRONTAGE. 156 LF \ \ � � �® •1�` \ \I / /�/N.(�'yT� I II''f/j .iY1 \\ \\ WTREES REQUIRED 2 > 1 \ •
��' ®i I-' 4 \ ' /• YMf•`• ) I
CC
TREES PROVIDED: 2 �\ ♦ ®®,® ®�O®®������ �I ' `ospo
\ �� cr`/•• , < 71
vl / // / \\ \\ \ O
SHRUBS REQUIRED: 12 �� .♦` =®® ;- \ ---- �/ W I A/ I ro / / / \ LL
SHRUBS PROVIDED: 12 I \ _ ®� ���® �- \ e ► /� �a`^ ) '� ��. /- / \ / / ( ` \ ra \ a v m 1 Iu.)
PROPERTY LINE BUFFER(PBL) !/ \ \ /° _ \ \ I / �,/ y�l` / / \\ \,`I (/ \ i I I\ I I I I \ \ \ \\
REQUIREMENTS: 2 CANOPY TREE,4 UNDERSTORY TREES AND 35 ,,��yyY,�J I \ 9 ° ° \ \ 1 YID 1 1\ 1 \ 1
EVERGREEN SHRUBS PER 100 LF 'lam^ LOT) \ \ \ �� -a`/ /' / $4 /' a
ORES \ I A ,° �^/ I."• L� /// /' PLANT SCHEDULE* Q A
PROPERTY LINE: 319 LF \
' � C� �"
LARGE DECIDUOUS TREES REQUIRED: 6 V ERC AL \ I \ / ' / / \_7-' - ' \- KEY QTY BOTANICAL NAME COMMON NAME CONY. CAL. SIZE W
LARGE DECIDUOUS TREES PROVIDED: 6 I \ \ i rx //
SMALL DECIDUOUS TREES REQUIRED: 12 \ \ \ \ // C / L/ / CC
SMALL DECIDUOUS TREES PROVIDED: 12 ) I \ \ \\ \ //.�' 1 / / 46-'-\ TREES Cl) z
_
SHRUBS REQUIRED: 112 \ / /�' �/ s \ z
SHRUBS PROVIDED: 113 I \ \ \\ /� /a^ N �/ \ \, �L-4 AX(ST) \\ AC 6 ABIES CONCOLOR WHITE FIR B&B MIN. 1.5"CAL. 30-50'HT. 0 8
/ \\ \ / I \ / \ \\ Z o
I \\ \ p / q'/d/ •�� / / �\ \ AA 12 OSMANTHUS AMERICANUB DEVILWOOD B&B MIN. 1.5"CAL. 15-20'HT. /� zS
\\ \\ \) 4 //// /. // / /4, / / ^ / \\ I \\\ AS 4 ACER SACCHARUM SUGAR MAPLE B&B MIN. 1.5"CAL. 50-70'HT. CDC INSPECTIONS HOTLINE: f1 w
\\I 1 \ j `� � y J / / \ \ 828-771-4755 OR [e-mail] �L/i\
/ / �.� \ //•� I 1 8y -=- I\ JI AX 4 AESCULUS%CARNEA RED HORSECHESTNUT B&B MIN. 1.5"CAL. 30-40'HT. I III 1110lli"�II III -1 v811 ,
�J o
15 AG ST
\ I \ " 1 / ,_,/:_., ( ) \ /\ \\ 1 AG 15 ACER GINNALA AMUR MAPLE B&B MIN. 1.5"CAL. 15-20'HT. I III
I I o
\ \I \) \\\��� /* /••o /` i ///i,/ I (\-'/� \\\I \1 \. // // II IN 2 ILEX X NELLIE R.STEVENS' NELLIE STEVENS HOLLY B&B MIN. 1.5"CAL. 15-25'HT. `�/ 11111 III U O
/�� I
' 4, \ l J I I SHRUBS \ / Ill
'3-1 � \\ j / /__ Know what's below. A CO
\ / X "_ / \ z5 \ \•_ // ( 1 I / \ RDC 29 RHODODENDRON CAROLINIANUM CAROLINA RHODODENDRON 3 GAL. 4-6'HT. Call before you dig. NORTH
I /� /ji //// fiX / \ I / \ DRAWN BY: KM
/ i \ i \ / /f CDC PROJECT NO.: 22313
\ / / a \ I
/ I AGF 29 ABELIA GRANDIFLORA GLOSSY ABELIA 3 GAL. 4-6'HT.
/ py', \ / PERMIT NO.
\ t! ' /fi i / I // LANDSCAPE COMPLIANCE NCDEQ EC NO.: TED
� /(/ / I I PJA 29 PIERIS JAPONICA JAPANESE ANDROMEDA 7 GAL. 4-6'HT.
I /
I
\ii
// ,/��j " `� /T"/ / /- I I \ \) \\ LFA 29 LEUCOTHOE FONTANESIANA DOGHOBBLE 3 GAL. 3-4'HT. GRAPHIC SCALE A SHEET
• �� 4 m
/� \ �, \ I / / HPM 2 HYPERICUM PATULUM ST JOHN'S WORT 3 GAL. 3-4'HT. - -
0, i �55 \� / - - - - - L 101
/ - 1� / / I / / I*A DIVERSE PLANT LIST IS RECOMMENDED SO THAT NO ONE SPECIES GETS OVER (IN FEET)
PLANTED AND TO ELIMINATE WIDE SPREAD DISEASE BETWEEN LIKE SPECIES. 1 inch= 20 ft.