NCC241147_Site Plan or Location Map_20240506

IIIIE ci tNIT
iz
aLL a ui
a
E
a
48
co
U
RETAIL STORE NEBO .6.. .
C.)
c,,„
MCDOWELL COUNTY, NORTH CAROLINA g
N
W
U
C) N
m
U
, , , m Q m
co , ' o
PREPARED FOR: - o r N o
THE BROADWAY GROUP
216 WESTSIDE SQUARE §, c ' , w
HUNTSVILLE, AL 35801 c., ,, , „ e ,
BOB BROADWAY :' „,..
256 533-7287 `* -,=, a
INDEX OF SHEETS VICINITY MAP
SHEET NO TITLE (NOT TO SCALE)
C000 COVER
-- SURVEY g 3�x` /I�0
,■
C101 EXISTING CONDITIONS AND DEMO PLAN z e
C201 SITE PLAN g o
C301 GRADING&EROSION CONTROL ��
C401 STORM AND FINE GRADING PLAN ,6
z p
C601 UTILITY PLAN .
C921 SITE DETAILS vN
O
C922 SITE DETAILS /yO�
C931 ROUGH GRADING AND EROSION CONTROL DETAILS N • • z
C932 ROUGH GRADING AND EROSION CONTROL DETAILS PROPERTY III
C941 STORM DETAILS i‘ Z
C961 UTILITY DETAILS W
C998 NCG01 NOTES I L.L M 3
LI01 LANDSCAPE PLAN o
O Ei
Can
—
1 J
81® Q g
\p%
iA
w
NO. DATE DESCRIPTION BY Know what's below. iI
1 12/01/23 OWNER REVIEW SET JLR
Call before you dig.
DEVELOPMENT DATA I DRAWN BY: AGO
CDC PROJECT NO.: 22329
XXX PERMIT NO. xxx
OWNER/DEVELOPER: THE BROADWAY GROUP
216 WESTSIDE SQUARE
HUNTSVILLE,AL 35801
CONTACT: BOB BROADWAY
[phone]
COIL ENGINEER: CI COIL DESIGN CONCEPTS,P.A. SHEET
168 PATTON AVENUE
ASHEVILLE,NC 28801
CONTACT: BEN MUNN,P.E.
[phone] O 0 O

NOTES: N N
N 0 �
,1 m
I)A PORTION OF THIS PROPERTY 15 LOCATED WITHIN ZONEME-I% U V/ 111 II
ANNUAL CHANCE"AS DETERMINED BY ME FEDERAL EMERGENCY W7.
MANAGEMENT AGENCY PER F.I.R.M.#37101722001,DATED 10/02/200, ROIANDS N
THE LIMITS OF THIS HAZARD ZONE ARE SHOWN HEREON PER DOWNLOADED ��COAPCL LN. n
G L
WOP
DATA. ,_.
2)PROPERTY SUBJECT TO ALL RIGHTSOF-WAY AND EASEMENTS OF U QU
RECORD,INCLUDING,RUT NOT LIMITED TO.THOSE SHOWN HEREON. >Of�T 0
3)BUILDINGS,SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO to m
Tnf SITE ARE NOT NECESSARILY SHOWN.SUBSURFACE AND w
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS , MI 3 S S
PART OF THIS SURVEY NO EVIDENCE OR STATEMENT 15 MADE • 6. SURVEY 6 p O O
CONCERNING rIF EXISTENCE OF UNDERGROUND CONDITIONS,CONTAINERS, llab ae 2.
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS - MT
PROPERTY, t+ d.
4)AREA BY COORDINATE COMPUTATION.
11a672 O Ti
5)ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE US QUALIFICATION TO SURVEY NOTE#6: 2 LA
SURVEY FEET MEASUREMENTS.THE COMBINED GRID FACTOR FOR THIS 1I 06.47 TOTAL AREA OF VICINITY MAP ''y'-
SURVEY IS 0.99985207. THIS MATTER IS BEING FURTHER CONFIRMED WITH THE NLDOT DIVISION \ NOT TO SCALE
6J A FORMAL RECORDED RIGHT OF WAY WIDTH OVER US HIGHWAY TO I RIGHT OF WAY OFFICE.IT 15 ADVISED TNT THIS NOTE 15 PRELIMINARY \ SURVEY(AS SHOWN- u z
IN NATURE AT Tn15 TIME AND WILL BE FINALIZED UPON CONFIRMATION AND
EAST WAS NOT RECOVERED BY HE SURVEYOR AND WAS NOT DISCLOSED FEEDBACK FROM NCDOT N \\ I Ib6.66 S>d2 TO BE CONFIRMED) - W
A5 A PART OF THE TITLE SEARCH PROVIDED TO Tnf SURVEYOR.IT IS \7- �6/y, N US HIGHWAY 70(EAST)
ADVISED THAT AN NCOOT MAINTENANCE LIMITS BASED RIGHT OF WAY ova \ f 20>3 N 2.359 ACRES u2
LIKELY MONT \ PUBLIC-ASPHALT a7
GENERALLY
TO HIED TO B A TCMAINTENANCE ROADLIMITS SHOULDER
R WAY IS d (SEE NOTE#6 REGARDING PUBLIC R/02 j t
GENERALLY CONSIDERED TO BE DITLO LINE ROAD SHOULDER AND IS \ \!^�/22 -\LK _ V
MORE SPECIFICALLY DEFINED AS THE AREA REQUIRED FOR MAINTENANCE W= �� "C\�4 IIa7.37' STATEMENT CONCERNING MATTERS OF SURVEY INCLUDED UNDER SCHEDULEB,
OF THE ROADWAY A Nv \ SURVEY CONTROL 10
\ PART TWO TITLE EXCEPTIONS(PER TITLE COMMITMENT X202304054-I):
7)THE STREAM LOCATED ALONG Off EASTERN RECUL BOUNDARY OF UP ♦ ;A \ EL:118]9d
, y- N \ \� \� \ ITEMS#I TORU#2 J
SUBJECT PROPERTY DOES NOT HAVE A REGULATORY STREAM BUFFER PER % \ SPC(NAD83-201 I): Z
THE NCDEQ SURFACEA WATER CLASSIFICATION MAP.IT IS ADVISED THAT. ,� R' \ \ Y gnu DO NOT CONTAIN MATTERS OF SURVEY Q
♦ =rA \��_ N=724,659.91' J
A5 A PART OF ANY LANE)DISTURBING ACTIVITY,A BUFFER ZONE MAY BE ,I A \ �OJ°y 16]36 E-1.127.773.48' 03/4"IRON 41
REQUIRED TO BE PROVIDED ALONG THE MARGIN OF A NATURAL N N ���� 7 PIPE(FL.WGJ ITEM#3
WATERCOURSE.IT 15 ADVISED THAT TOE PROPER AUTHORITY WITHIN THE ' ,' \\ SURVEY PROVIDED
JURISDICTION GOVERNING SUCH MATTERS PERTAINING TO THE SUBJECT N. N ` b� \ , N=127,915.93' O
N \ �\ // 'S>/�/ E=1,12],915.93' 93 ITEM#4 Z Zes
PROPERLY,BE CONTACTED IN REGARDS TO ANY REQUIRED STREAM \ . /�
\ \ �\���� \ df — IT IS ADVISED THAT TOE AGREEMENT TO INSTALLLIKE PRIVACYSCREENING WAS D Q Ilyly
BUFFER. ; \ \ �\ ,,1,\ �\\\\\ 6.S„ ^ J/ EXECUTED BY A PREDECESSOR IN TITLE AND LIKELY APPLIES TO THE SUBJECT i 'y
8)THE VERTICAL DATUM FOR THIS SURVEY I5 NAVD88.THE CONTOUR \\ \ \ oryu 2_ / �C PROPERTY.THE NATURE OF THE CONDITIONS OF THE AGREEMENT WOULD W =
INTERVAL IS ONE FOOT - TOE
IB0.27 \ \\\ i��' \\\ \2\�: �_�N\ \ / 5>342/q IX", REGARDS
3./9 __ — /
/ REGARDS TOJECT OPERTY IT 15 THESE MATTERSV15Ep THAT AN ATTORNtY BF CONSULTED IN 0
9)IN REGARDS TO THE EXSTENCE/EVIDENCE OF UNDERGROUND UTILITIES \ \ 0
PIE SURVEYOR PULED AN NC 811 DESIGN/SURVEY LOCATE TICKET \��� / `
ITEM CM
REQUEST ON THE SUBJECT PROPERTY IT 15 ADVISED THAT Tnf SURVEYOR \\ \\N ory\\\ - / l - 6' THE DEED FOR HIGHWAY RIGHT OF WAY RECORDED N DEED BOOK 955 PAGE
HAS LOCATED AND SHOWN HEREON ANY MARKINGS PLACED BY OTTERS AS \\ \\UT\\\'ZAM\�.wH.' ——— 5 j° / W /FARM�F6Tiory
A PART OF THAT LOCATE REQUEST TOE SURVEYOR HAS ALSO SHOWN,BY '` +1161.63' \ \o\ \\\"S •\ \ 54;10°E /' STA�PAR - 786 ROAD
NOT O THE SUBJECT PROPERTY IT PERTAINS TO STACEY Ct
SCALING OF PROVIDED GIS MAPS,UTILITYUNES SHOWN ON SAID MAPS. N>05 "\ \\°/+u�\ \\\\.\ -3q,29, k HILL ROAD(SR 1747).
IT 15 FURTHER ADVISED PLAT NO CLAIM I5 MADE OR IMPLIED HEREON ', p 9* "
THAT THE UTILITIES SHOWN HEREON ARE REPRESENTATIVE OF ALL UTILITIES \ �U\��\��_� •� . l� R
T MAY EMST ON/
ThIE SUBJECT
WALL
O)THERE WAS NO VISIBLE EVIDENCE OF RECENTPROPERTY.
MOVING WORK, '♦= 2�2j/N ,m,, ,-
..../- \\ \\\\\ \\ \\ Wu\oh`��wy�\\-C_C \y /� V G�T/.s ITEMTHE EASEMENT
S��ST IN A BUN�Ef EASEMENT OF UNASSIR OF DUKE POWER GNED WIDTHED IN �HAOOK T MAY
�
BUILDING CONSTRUCTION,OR BUILDING ADDITIONS OBSERVED IN THE ♦ \\ \ I" v—onu—onu—onu—onu— AFFECT THE SUBJECT PROPERTY.IT PERTAINS TO THE INSTALLATION AND C
PROCESS OF CONDUCTING THE FIELDWORK. \ \ \ 'C'_ MAINTENANCE OF ELECTRICAL SERVICE LINES AND EQUIPMENT THIS OO U
\ N\ \\ I I / / --, EASEMENT CANNOT BE PLOTTED HEREON DUE TO THE BLANKET NATURE O
I II MERE WAS NO OBSERVED EVIDENCE OF PROPOSED CHANGES IN - ( \ N \ / OF THE EASEMENT. m
STREET RIGHT OF WAY LINES OR RECENT STREET OR SIDEWALK N N I J III/ -ME EASEMENT IN FAVOR OF DUKE POWER RECORDED IN DEED BOOK 112 2 C:
CONSTRUCTION OR REPAIRS. N N ''‘\
l//1 I• PAGE 62715 A BLANKET EASEMENT OF UNASSIGNED WIDTH TIMT MAY
C
N N \\ `\ \ 1 /��/l" II AINTENANCE OFECT TNE EELECTRICAL SERVICE CT PROPER,IT LINES AND EQUIPMEN.TAINS TO ME TOO AND
12)THERE WERE NO OBSERVED STRIPED/DEDICATED PARKING SPACES ON N \ \ \ / /I/
ME SUBJECT PROPERTY AT ME TIME OF FIELD SURVEY /J. EASEMENT CANNOT BE PLOTTED HEREON DUE TO Tnf BLANKET NATURE0
FLOOD HAZARD LINE/ - J T \ \\ N \ ///// OF THE EASEMENT.
(ZONE"AEC"-SE NOTE#I) PROPOSED PROPERTY LINES //� 5 11°30'51°W -DEED BOOK 476 PAGE 691 APPEARS TO BE A BAD REFERENCE NUMBER.IT
00 BF CONFIRMED BY\ \ \ 148.20(TJ 15 NOT ABLE TO BE RETRIEVED FROM THE MCDOWELL REG.OF DEEDS
ENGINERING/PUNNING OF SITE) \ \\ \ \ \\ \ \�///� = DATABASE.
I
\ \ \ //I h ITEM#7
\ \ \ llp THE ELECTRIC LINE RIGHT OF WAY EASEMENT IN FAVOR OF RUMERFORD m
\ \ \ \Ill
/0 T ELECTRIC MEMBERSHIP CORP.RECORDED IN DEED BOOK 352 PAGE 414 15 A .. h
JOSEN. GUADALUPE G.MAGA LAN BLANKET EASEMENT 20 FEET IN TOTAL WIDTH THAT MAY AFFECT ME SUBJECT K X ^2
II PROPERTY IT PERTAINS TO THE INSTALLATION AND MAINTENANCE OF Q
REMAINDER PORTION OF \ \\ \ // / MAMA ANTONIA C.VELAZQUEZ
\ II I PIN:1722-74-9406 ELECTRICAL SERVILE DISTRIBUTION AND OR TRANSMISSION LINES.THIS CO N U
PIN:1722-74-5321 — \ EASEMENT CANNOT BE PLOTTED HEREON DUE TO THE BLANKET NATURE W ^
REFERENCES: BRAS WELL INVESTMENTS,LLC `"" I 11 I m' D00 ss ll PG 425 -
\ II OF THE EASEMENT
DB 1404 PG 144 \ "\ I IIIIF N f PB 4 PG 425 1rEM Xe i 3
-DO 14PO4 ZG 144 \ \ \\ \ IIII 71 THE RIGHT OF WAY EASEMENTS IN FAVOR OF SOUTHERN BELL TELEPHONE AND N W
-TITLE COMMITMENT PREPARED BY _ \ \ \ \iA$, TELEGRAPH COMPANY RECORDED IN DEED BOOK 413 PAGES 40 AND 42 ARE g2 U 0
HIGHLAND TITLE(ISSUING AGENT FOR - \ \ \ \ -\ FIFTEEN FOOT WIDE STRIP EASEMENTS THAT ARE SAID TO RUN SOUTH OF AND KW
CHICAGO TITLE INSURANCE COJ BEARING I \ \\ \ ID, �� ADJACENT TO THE PUBLIC RIGHT OF WAY OVER ROUTE 70(AKA US HIGHWAY zION AND WOQ
COMMITMENT#202304054-I AND BEING - \ N \� 1// / MAINTENANCE OF COMMUNICATIONS 70-EAST).THESE EASEMENTS LINESS AND SYSTEMSIN TO THE .BASED ON THE Q w
DATED 4/11/2023.
I - // • 03/4"IRON PENDING STATUS OF THE DETERMINATION OF TOE PUBLIC RIGHT OF WAY OVER 0 ZVI
- \' \N I- f. / PIPE(0.7'A.G.) SAID US HIGHWAY 70-EAST(5Ef PLAT NOTES)THESE EASEMENTS CANNOT BE Q
qZ SHOWN AT THIS TIME.IT 15 ADVISED MAT THEY AFFECT ME SUBJECT
I \//30\ i--\\ \II C L� PROPERTY IT 15 FURTHER ADVISED THAT THESE EASEMENT DOCUMENTS
/ CONTAIN PROVISION FOR AN ADDITIONAL 10 FOOT TEMPORARY CONSTRUCTION
- =W \ \\ IIi-„ ' — EASEMENT THE CONSTRUCTION ASSOCIATED WITH THE INFRASTRUCTURE 0-
NOTED IN THE DOCUMENTS WOULD APPEAR TO BE CONSIDERED COMPLETE
\ \ I( I\ S / / / BASED ON THE AGE OF THE DOCUMENTS AND THE CURRENT SITE CONDITIONS.
TK \ �l - r p-o-,• / ITEM#9
\ / \�I\� \�' F / THE EASEMENT IN FAVOR OF BURKE-MCDOWELL ELECTRIC MEMBERSHIP
♦ Ali \ _I ``\\ i 03/4"IRON CORPORATION RECORDED IN DEED BOOK 88 PAGE 29615 A BLANKET
Al \ \\\\ ' EASEMENT OF UNASSIGNED MUM THAT MAY AFFECT ME SUBJECT PROPERTY.
ZONING DATA: ', ,A, PIPE(0.3 A.G.)
I / '\ \. I'\\\\\\N IT PERTAINS TO THE INSTALLATION AND MAINTENANCE OF ELECTRICAL SERVICE
�\ LINES AND EQUIPMENT THIS EASEMENT CANNOT BE PLOTTED HEREON DUE TO
SUBJECT PROPERTY LIES WITHIN ME NEBO TOWNSHIP.AN APPLICABLE ZONING I I / \\ Ni" I �O THE BLANKET NATURE OF THE EASEMENT
ORDINANCE FOR THIS JURISDICTION WAS NOT FOUND BY THE SURVEYOR.THIS A 0 I / N I,-N V.i/I) ' }.
PROPERTY IS UNZONED BY MCDOWELL COUNTY • I / i - 'A' i% ITEM IGH
♦ 2 I _ - THE RIGHT OF WAY FOR ROGER ANDREWS RECORDED IN DEED BOOK 1404 2
/ I PAGE 144 DOES NOT AFFECT THE SUBJECT PROPERTY SHOWN HEREON.IT
S 35.23'26"W 36.12'
/ _- (� APPLIES TO A PORTION OF ME PARENT TRACT(TO ME SUBJECT PROPERTY Q
`" "� \\\ / //jI 1 SHOWN HEREON)WHICH Uf5 SOUTH OF THE STREAM KNOWN A5 TTOMPSON'S = W
N / J rr I FORK.THIS STREAM IS SOUTH OF THE EXTENTS OF THE SUBJECT PROPERTY z 1
♦ \\ /— /C II` Q SHOWN HEREON. Q U
\\ ♦ `—l II ! III_I 03/4"IRON ITEM#I I 0/ p
I PIPE(ON A.G.) THE EASEMENT IN FAVOR OF DUKE POWER COMPANY RECORDED IN DEEDBOOK 473 PAGE K
\ '♦ I, III I FEET FOR OVERHEAD FACILITIES IS A NANDATOTAL MOTH OFEMENT(LAVING AI D FEET TOTAL FORH OF 15
\ = N II I� I QI UNDERGROUND FACILITIES.IT 15 ADVISED THAT THIS EASEMENT MAY AFFECT
\ % ' ^\ ME SUBJECT PROPERTY.IT PERTAINS TO ME INSTALLATION AND
'�,�, _ MICHAEL JOHNSON MAINTENANCE OF ELECTRICAL SERVICE ONES AND EQUIPMENT THIS
\\ 51
- _,'\�,,, \ I \\ II I1 I.b� PINADB 863MMY 0 PG9O49 EASEMENT CANNOT BE PLOTTED HEREON DUE TO THE BLANKET NATURE
OF TOE EASEMENT.
PR 4 PG 425 ITEM 12
\\\ 'I // ` �, =\ fi� \\III III ' CONDITIONS,EASEMENT,RESERVATIONS.COVENANTS,RESTRICTIONS,AND
LEGEND d ABBREVIATIONS: I I 11 T 03/4"IRON CUSTOMARY CONSUMER UTILITY/DRAINAGE EASEMENTS OF RECORD ARE 0
\ / \ )I - SHOWN HEREON PER TOE PROVIDED TIRE COMMITMENT ANO ARE LIMITED TO O
\I / \ / \ III_- PIPE(O.I'A.G) THOSE RECORDS DISCLOSED THEREIN,
P5-PLAT BOOK / \ I - / / ITEM 13
DB=DEED BOOK - / CONTAINS MATTERS OF RIPARIAN AND LITTORAL RIGHTS THAT AFFECT THE Q
-----
RAN-RIGHT OF WAY \♦ �PG-PAGE �/ \ ) I I / SUBJECT PROPERTY 2
PIN-PARCEL IDENTIFICATION NUMBER \°j../� / \N. / ITEM 14
O CALCULATED POINT �I °. / \ N / TITLE TO THAT PORTION OF LAND LOCATED WITHIN THE BOUNDS OF ANY
(NOT MARKED IN FIELD) / \ ----
*RECOVERED DRIVEWAYS,ROADS,OR OIGOWAYS,AND BIGOTS OF OTHERS ENTITLED
BOUNDARY MONUMENT I / \ \ THERETO,AND GENERAL CONSUMER UTILITY RIGHT(5J OF WAY AND EASEMENTS
(SIZE AND TYPE AS NOTED) I / \ \ - OF RECORD ARE SHOWN HEREON PER THE PROVIDED TITLE COMMITMENT AND•
MONUMENT SET BY MCABEE \ FLOOD HAZARD / ARE LIMITED TO HOSE RECORDS DISCLOSED HEREIN.
(SIZE AND TYPE AS NOTED) (ZONE"AC) \ F I ITEM 15
BOUNDARY LINE _ 5 C0,28,10„W 68 23,E-SUBJECT PROPERTY \ / 4 ANDREW5 ROAD 15 LOCATED SOUTH OF THE EXTENTS OF THE SUBJECT
(FIELD SURVEYED) 5. / \\ II I PROPERTY.TOE MATTERS INCLUDED IN ITEM#15 PERTAINING TO ANDREWS
BOUNDARY LINE-ADJOINING PROPERLY \\ / \\ II
= ROAD DO NOT AFFECT THE SUBJECT PROPERTY
(FIELD SURVEYED) /
—BOUNDARY LANE-ADJOINING PROPERTY \-- / /I N.
\ I I I $_ CORONA INVESTMENTS,LLC ITEM,I6
EASEMENTS AND RIGHTS OF WAY FOR PUBLIC AND PRIVATE ROADS AND
(COMPOSITE PLOTTED FROM RECORD \ / / �' I\ - PIN:1722-74-9255 UTILITIES ARE SHOWN OEREON PER THE PROVIDED TITLE COMMITMENT AND ARE
DESCRIPTIONS) \ / SURVEY CONTROL • I DB 871 PG 654
N // I (601 NAIL) - PB 4 PG 425 LIMITED TO HOSE RECORDS DISCLOSED THEREIN.
A.G.-ABOVE ADJACENT GRADE
FL.-ELEVATION \\\ \\ / / / EL.:I 1]6.25' p1 I 5 00°48'32"E 38.3]'
ITEM X 17
Zf FIRE HYDRANT \ \ /// / / 1 DOES NOT CONTAIN MATTERS OF SURVEY
FL.W.G.-FLUSH WITH ADJACENT GRADE \ /
E GUY ANCHOR WIRE 1175II \\ / I I I I
Nv.=NVERr ELEVATION \ // `_ II „4•''
—onu—OVERNAD UTILITY LINE \ / \ Z ,,m
t SIGN(REGUUTDRY) 11'O°5,, \ / \ RI.'
1125.I I'}SPOT ELEVATION(EXISTING GRADE) // 1 \ W CON m
TW=TOP OF WALL ELEVATION MI)RC 2/3. \ —\ / /5+9 QI fO
fJ UTILITY POLE / \T �I l I121.62 T 1A�1 ,1
\ 58B°29'51"W 190.89'(NEW LINE)
- t ^N °O -
SURVEYORS CERTIFICATION: h N
FLOOD HAZARD LANE'-` 5 W°48'32°E
1175.]3 (ZONE"AEC"-SEE NOTE#1) y 42.33'(TIE) TO: fT� W Z X C j Ip
-ME BROADWAY GROUP,LLC F•_LI L J Li' z
-COICAGO TITLE INSURANCE COMPANY,AS TITLE COMPANY W Cl
PROPOSED PROPERTY LINES N W U''
(TO BE CONFIRMED BY ♦ Q ENGINEERING/PUNNING OF SITE) °` r, FJ C J
Tn1515 TO CERTIFY THAT MI5 MAP OR PLAT AND THE SURVEY ON UZO d O
WOICH IT 15 BASED WERE MADE IN ACCORDANCE WITH THE"2021 Z O `_ MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/N5P5 LAND TIRE T \�O/�N N N LL
REMAINDER PORTION OF PRELIMNARYALTA/NSPS PLAT ,1I'1111111 SURVEYS",JOINTLYESTABL15nfD AND ADOPTED BYALTA AND N5P5, l 1vAW
AND INCLUDES ITEMS 1,2,3,4,5,8-9,11,13,14,16-19 OF TABLE 52 V V Z
PIN: I722-74-532I ' NOTE. ,`�.SN C?RO</''„ THEREOF.THE FIELD WORK WAS COMPLETED ON JULY 12th,2023. �0 MIL 3
BRASWELL INVESTMENTS,LLC Q'°ESSI( /GLOBAL POSITIONING SYSTEM CERTIFICATION THIS PUT IR HEREON DOES NOT STATUS CURRENTLY THEEXISTSUBJECT PARCEL O e°°OF p,D`0e 7i Y re N V
DB 1404 PG 144 SHOWN PARCEL FLAN DO.A ES NOT N PLAT ILLUSTRATING AS RECORDED
SAD =°°QQ' `98 g9; DATE OF PLAT OR MAP:JULY 18th,2023 ^ d -
SUPERVISIORRY N PROMST, EAN ACTUAL GPS SURVEY MADE RTIFY MAT THIS MAP WAS �UNDER MY WN UNDER MY PROPERTY 15 PENDING COMPLETION ANDREVIEW/APPROVAL FROM ER SEAL 1)% J 0a J CO 3
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE TOWN OF NEBO OR MCDOWELL COUNTY PUNNING.ME REFERENCED - i. L-4693 - `(� C' N a- d
ME SURVEY TITLE COMMITMENT LEGAL DESCRIPTION COVERS HE ENTIRE PARENT TRACT ° 1(�„``Y d y O
1)CLASS OF SURVEY:CLASS A SURVEY TO TOE SUBJECT PROPERTY SHOWN HEREON.IT IS ADVISED THAT THIS ALTA �.L��!B '` \`v`l U y m
2)POSITIONAL ACCURACY(95%CONFIDENCE):0.012'OORCONTAL PUT CANNOT BE FINALIZED UNTIL: %✓°0°,pS. .I''c \�'�7.
3)TYPE OF GP5 F1P2/PROCEDURE:RTK NETWORK SOLUFONS L -SUBIELT PROPERTY IS APPROVED AND RECORDED AS A SUBDIVISION OF E.
,,;.* Ry 514.24`\\` pR SIGNED)REGISTRATION NO L-4693 a
USING A SPECTRA PROMARK 700 LAND WITHIN MCDOWELL COUNTY-TOWN OF NEBO. 11,11'I' ,U_63 3
DUAL FREQUENCY RECEIVER 3
44DATES OF SURVEY:6/26THR11 7/12/2023 -A NEW TIRE COMMITMENT 15 PROVIDED TO TOE SURVEYOR REFLECTIVE \ /W
5)DATUM/EPOCO:NAD83/EPOCH 2011 OF THE SAID SUBDIVISION. SCALE 1"=30'
6)PUBLISHED/FIXED CONTROL USED:N/A-VRS RTN
7)GEOID MODEL:2012E
8)COMBINED GRID FACTOR:0.999852071
9)UNITS:US SURVEY FEET 30' I5' 0' 30' 60

DEMO NOTES 2 g r y 2
VICINITY MAP <� 2�e
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, (NOT TO SCALE) Zo 11
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN 5-'m m m
THE PROJECT TECHNICAL SPECIFICATIONS. a i s y B i
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED 6 pA TSti a i u 1<1 LL
GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN ,+v a 3
OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 0 3
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED e n
CONTRACTOR.
�4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE 0 91 o
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, �j y ''i
Q
OR EMAIL AT INSPECTIONSOCDCGO.COM. �r7�v.
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING d
OR REDOING WORK II56.aa' N o
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE ,' N SUBJECT Q _
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO Ilan.]a OO PROPERTY a
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR a) a
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE r NBAT. TOTAL AREA OF N
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT _ N o ;
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S A'--\ , j SURVEY(AS ShOWN- U 130 3
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO \ s,� TO RE CONFIRMED)
CONSTRUCTION. ��) I I�'�� es-�s, A U5 HIGHWAY 70(EAST)
8s, e e \ 7 2.359 ACRES
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES CALLED OUT \ ,, AA
\ �\a ` w Pusuc-ASPnalr Q.'
TO REMAIN DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING \ ) \0,\ \\ ^ \ `J T,� \,-�]�,� w`SeE Hor s�cnRowu Pueuc ww) APPROXIMATE WAT LOCATION OF
OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE \ \\_ 83_ PK \ ��� \] TROL ��J EXISTING WATER LINE DEVELOPMENT DATA
RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN QijT� (1111)
ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE \-- A P � \ OWNER DEVELOPER: THE BROADWAY GROUP
Q E 2 V (p ^ S-°rNa.De3-2ol u. /
AGENCIES AT THE CONTRACTOR'S EXPENSE. -\ \ ,1,- A ! °AVE.9,' 216 WESTSIDE 3SBG1
` ))82� bU� ��\o \ As LIC)(N 70 I, -' 4b' EXISTING GUARDRAIL TO HUNTSVILLE,AL 35801
• - \ ` 2 �\ \ " C�T �� PM(FL.
RON REMAIN(TYP) CONTACT: BOB BROADWAY
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST - m II ) E L a/ ,�. N N� °k\ \ �.\:' (�{$f p• ..�7'T PI724,6 WGJ [phone]
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE �, 1 \ _ A \ =O S __ 'Dv •'°it k A-]z4,6o6.6r
l
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, \ \ N. m \ )Q,• s\ - W E=r,,2],s,5.s3' _
72 HOURS BEFORE CONSTRUCTION BEGINS. 1 �� \ A `�� �'i _ -' CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. 0
EXISTING UTILITY POLES N F--\ N aF` 68 PATTON AVENUE
' TO BE RELOCATED(TYP) \oN�\ 4' ASHEVILLE,NC 28801
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR \ -- \ ��\ \ \ \ j18g-�� W EXISTING CULVERT TO REMAIN(TYP) CONTACT: BEN MUNN,P.E. y
SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES / A q \ A. _
\ 5>3\ 2 s3/ i _ [phone] y�j
NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING \\ \ laO z]. \ \\ 2- A A go' <2'iy, ---- U
DEMOLITION AND CLEARING. �\ 5 \ . \\ \ov\\ 7 \\ s, �- --- SURVEYOR: MCABEE&ASSOCIATES,P.A
\ \ c� \--' °'° \ - PO BOX 1768
9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND \/"a "\�A� 1191-?• ° FAIRVIEW,NC 28730
CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN \ I\ �frrar.a3 \� N\0i+'\\2 -. s>a ss'L � - CONTACT: J.BARRY WEST,PLS (111) U
ACCESSIBLE. \JI \ N�° \w'\\ \\ 3a'P3�� {% _ [phone] Z
10. ALL DEBRIS,STRUCTURES AND UTILITIES TO BE DEMOLISHED AND \11\ 1 \ D'�sy\ \\ \ \\ ar\\ \r. 1 ARCHITECT: XXXXX
REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. IJ ( `4.,,,,,,,"
.z /'� a'\o XXXXX
ANY ADDITIONAL DEBRIS,STRUCTURES AND UTILITIES ENCOUNTERED \�� '0 L ') \ ���NEi , `� \\H ��]y' XXXXX,XX XXXXX m
DURING CONSTRUCTION,WHICH IN THE OPINION OF THE ENGINEER - ,V I \\\-'_____, ,N \ \N I - -• CONTACT: XXXXX
SHOULD BE DEMOLISHED AND REMOVED,SHALL BE DISPOSED OF \ \ \ N \\\ �` / EXISTING HEADWALL REMAIN(TYP) (XXX)XXX-XXXX
OFF-SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH ( 1 ( 5 -I \ \ \ p0 fi) �
APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS. \ ~~\\ / \ / I N N \ \ ,r,i/// \ \
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED ( '- N N N //r \
PERMITS. \ \ \ N // �JJ � N�/��/ N. NN PROJECT DATA
\� II 2 PROPOSED PROPERTY LINES `\ ` \ x\ z9\.o' ///�/ A `\\\N `\\ `N\ N N N N \N N. PIN: 1722-74-5321 a
\ FLOOD HAZARD LINE (TO OE CONFIRMED GE \ An rV /// \ 'A m F
!ZONE'AESEE WIT g,) \ Y1 51h3,p'S1^W \ \ l / / ADDRESS: 99999 HWY 70 EAST F
1 - 2 ENGINEERING/PLANNING OF \ \ A 0 C/'/ W \L4s'zOls�\ \ \ \\ \ \ \ / / / DEED BOOK/PAGE: 1404/1AC 3 - o
\ I / \z6 \11 \ - �\ '- / / 7 / / / PROJECT ACREAGE: 2.533 ACRES _
\ �\ ,?! �A �" �0 A Na., A 5 7 / / \
/ / SETBACKS:
�T \\\ I \V A A y/�e, ,A.-AA� �\ `� \7 C // / / / /
_/_ FRONT: 15. m m
1\ \ \ T 1 ro \p IA -„A / / l / / / / / \� sloes: 0' - z o
/ v ' tq l \ nanwa aNrowaa v��zouFw / / /
REMAINDER PORTION OF B N rz / / / / REAR: 0' o m m o
\ \ I -- 2 �� y` �\ rN:Irzz-]4-Paos / / / / / / / / F/~ DISTURBED AREA: 2.0 AC
\ /' PIN' 1 INVEST-5321 Al ( 7 PP5,420 PG 735 / / / /
\ V ,BRAS WELL INVESTMENTS,LLC D5 591 PG 42 • / / / / / / I
/ Pe47r,425
\/ T \ DB 1404 PG 144 /, / \\\ • �AAI� !4 / / A !y EXISTING 25'STREAM BUFFER I I} / /1 I IMPERVIOUS AREA: EEL.
(0%) 1P12 ACRES(44%)
\ /\ \ I \ \ 1 PERVIOUS AREA: 2.54 ACRES 100% 1.42 ACRES 56%
r> \ / / N a \ �/ \] vmi A iv�\�, `�TJ // / (FROM TOP OF BANK) ) I ( J/ ( ( ) ( )
EXISTING FLOOD ZONE(TYP) / I I ej A A` -` 0>T �// //// // 1 i� /// // II 1 \- P j / n n e N
PROPERTY LINE(TYP) \ `J 1 \ \\ 1 II( f 1- / //'�- j
' N I v Cam A II\ v ( \I JAvv�
\ 4v A I p II VA� \V 53_ /-,-�i'�=�/��% _��__-'i ZONING DATA
:, - _ , ..
V \-\� \A \\ ��� \ I A /py \\\l^ \) 1\\\\\\L(\ / 0i/_/i� -i Ji j PARKING CALCULATIONS `" " c z
7 \ EXISTING TREES � - ' / i
L =\ \ TO REMAIN(TYP) A/� \`JY-� �\ 1 1 71r( l/� ji / / „--/ y / A VEHICULAR SPACES:
,N A \ `�\ \ W \ /I -( �1\1 A l l L ( /i PROVIDED: 57 -1
\ S 'R' \ ID3/4•IRoN /1 / ADJACENT PROPERTY LINE(TYP) Z
\A \\ „ I P \ \ )E(o.3'Ac,) /) J / HANDICAPPED
SPACES REQUIRED: 2 SPACES PROVIDED: 2 0 :� °•••°V 0/7.,•
/" 1 1 l I Il l BUILDING DATA: _c.;,�V I pp & � �I1 \ VI 1/ �: :
V A V / �4 A (�/IA\ l IIIII 11(I\( lIJl 111!)71 / / /- / BUILDING DESCRIPTION HEIGHT G� 5 =,.`-',.
a �_z
\ \ A .-\ / \ 35°83' W 4$' \ 1 f ) / / / B SINGLE STORY(STEEL) 18' 12,480 SF W ;Iy^•° k,
hl V L..**FP� ---- A 1d I q��./ > 1 �11 II \1 11 11\) / ',A' �,I `v A Fps �FPq i, p/ J/l 11)II I)I\�1111 111 11 �' �`°
_ A FP I �` £A/ AA
h I I I j111\111 j1�II1j(�Ilf 1 / // ce
����� ,,„
v 0 0IA 03441,04 III111IJ)11 I 1✓/ / 0
\ i II v ) I VP,PEIosa.0)III 11j1A111//
�� e N /1 A 90 AI� �I/ A 1V111\ 11111111/��Illllj I /'
R' o a, 0 11,,t . .� EXISTING STREAM/CREEK(TYP)1y4011 so`N 4V -�
\ N 1.,_./
V 7U'N. \ 14'h I PIN.-rr2za4Nes4s La
/ ' �f//__
�v I V ° � 0 ��0A � �4\ Cl I j�l�lllllll /PD)IPA'� It /� %% �/ /
f�--' I %�IrF�0 0 4\� A l l 03IR N'1I1 Ili I r)11511�,/ 1�i/j '� /
III ��i / PE�a.rA.cd 011110�IIIII// //
I) 111 I I I l 1 I'll) 11 1///�' /
L c hI I CI A t l
\ [
EXISTING TREES l<p 1111�II J II /1/ ll l l l
` ,_A I I 1)I 1 s II, 111/11//Il/l(I I�
TO BE REMOVED TYP ► A pA� A q ) .� 1)1 JI 11 /� II// I 1 ( f
♦ ♦ p D a\ L. I I11J l 1)ill Ill Il11 1 J 1
\ 7,4 1 /I pill l Il 1 II I(1 (1 1
FLOOD Hn ARo V� �� A /l 111 11(1)� 11 �I
� 0 � 0 � 0 0 �F /I/�l/ l If(//1/Il IIII I / ( \ Cum
Zor:E,�E^ l / l 1/l l \
�� �v Al, r r y 11 17 ////////i/1//1111 1/ I A l
\ A / li/////(//l 1 I I l > \ \ 1 Z
i 000000�po :'11� lil«lI/�/ i/I�11 Ji111 \
oAl0000 oa�l �inlX� l v •a W
/ 4 �/l /c(iao17A IN0e.g4.4rs: e( I l A 1 11 V
0 ,• 0 L( ,• 0 R l I PIN:,]22-]4-s2ss I 1 1 V A I,- I I > A o
r, 1�11 / /5 De e]r Pe ss4 I I I 1 F \
- - J p p p p p p e0i l" ,z� p - mA A I I I Pe 4 Pc 4zs 1 1\ I \ \ t 1 \ \ v CDC INSPECTIONS HOTLINE: O
1,-, � ��v ' ' / �. 0 AA 'A4 PO 0 � 0 ' I IAVAS\\f111/�'7141fIIIllllllj111 1VA ,11 v @
FI w, (l J I A V A\v aza-77l-a�ssoews EcrioNs cDcco.cona o
11
1 Soo°4es^e9a.ar1( l/III
� o � o � � � IIlIl1�1/lllll�l\ l �IIo �III
v 4 m \�Atlllll//� ! I II I I A� \ V A V ) A ������� ���� o
r\�_ - \ \ _ P A A A A A A �4 0 A AAA 0 Ov>0 0 AlA \ I l)I IIII 1 \ \ \ \ K I s J 1
d v �v A\I1IIIlII/II�/4)I1111! \ V �l
. A A A A A A A A A A A A A A A O Q D 0 A All �) 11U�( /1111j/) I 11�vA \V \ V A \ l • V A�� 11 o 1
_ _ M�42� `\ 0 0 0 ��p 0 �]s3s'� 0 0 s 0IAAA �Q ���p�/1i/l1)\IIIlI11�IIll1I\1 \�\\\\\\`\\ 1\\\\ �Y\ �� \�� IIII I goo ,_
— s 2sr^wloeyrNwuN9 �` //IJ))e 11VAVAAAVAV�A1 \ Av 1 \ ( \ ��� � -- W m
o � � d 0 _7 s. .� 0 0 ou3Aorean /��li1��1111�A\ll�\jVA3AAVA V�A A AV� \\lvv v \\ \ Know what's below. E CC
V,,, I v v 4 11 I VA A V A V� v v —\.. t--/
vv� Call oudi
I 1 \41\ \\\ \( \ \\\\\\\\ \\\ \ \ \ \ ,_ � , ,. Y 9• NORTH
-/�� �v_c �� / o ) AA1 \ I` VAV A VA V� v „ DRAWN BY: AGG
J/1 \ \ \ 1l I 1\1\\ \ \ \\ \ \\ \ \ \\ \ 1 1 CDC PROJECT NO.: 22329
/ r �� PROPOSED PROP Rtt LINES \\ \ \ \ \\ \ \ \ \\— \
�� ( A \''''
n 0 �� ITO BE CONFIRMED BY n� 1�S\ VAVA�VI \\VA V AA \ \
vv v1 A As EXISTING CONDITIONS AND X�PERMIT NO.
\ fNGrN£PRING�P,ANNING OF SITE) )A A 1 A \ V \ V A��
7 �� ��� 2=V V ' ,)/ 1)\I�lA\ VA 1 1 1� VA \ VA V ` v� `v AvAT- a.
��// ��-�/� -�v� ti� \� �As V L< 1 / IV IAVA�lAI(l�\1\VAAVAAA�A VA VAv`V`��EN`� ,��A�Av DEMO PLAN
- n z `^ ., REMAINDER PORTION OF E / /el°/F �I VA11/ VI 1 (, NA A \-, , A v a
�/-'-, \ �(7y ( \ PIN: I INVESTMENTS,-5321 - 1 ( /vA( , 1 V A131A 111 1 V AAA A vA v S':A-1:1'-'
',AA
v A Av V (rr' ' SCAM
3 `y \ ,- 6RASWELL LLG \ \_. \\ \ I I) I \ \, \ \ \ \ \
�I V A \ A-. \ ,-�. D8�404 PG 144 \ A 1 A\ I VA VA 1 A 1'( I I A A\l \'\ V v..' A v 1 ) I s se zo z SHEET
\ \ \ \\ ' i`I 1 /\)l \ 1 �I\\11\ , \\ \\\ '9\� � \ \ V4�1 1 0 to o o�1 �1111111VA \\
Vy 1°v �`v vv V VlA�!.7- v \�vv / /_�' 1 V A 111l/ ) I 'II'I 11 1 vvv� �A Av v 1 1 ( = = /v/�,1 1•//// 7 I J •°\�`'I` \N,)\\^ fj ✓/ 1 \ / / III){I Il li\\\\\\\ \ 1\1 \l\I 1 )\ \ \ \1\ \ \1\\\ inch=10ft.(H) ( IN FEET) i Inch=2ft.V) V 1 O 1
1 ' '- N"�/ �' --v/` t �� P/�� 11�1�Vl�v�I I ) \V A \ 1 A A3 A\ n m¢It= �mL.

SITE NOTES L 4 -F.VICINITY MAP <� 2 Es
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, (NOT TO SCALE) g N
ff DT
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN w
THE PROJECT TECHNICAL SPECIFICATIONS. s?`` g.a a LL W a LL 2. SINGLE-PHASE CONSTRUCTION. aSti
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED PROPOSED CONNECTION TO EXISTING ROAD ;3
CONTRACTOR. �o
(CONTRACTOR TO PROVIDE SMOOTH TRANSITION
iii
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE AND NOTIFY ENGINEER AFTER FORMING BUTcP
e
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, PRIOR TO POURING CURBS AND PAVEMENT)
OR EMAIL AT INSPECTIONSECDCGO.COM. � O ��+, E
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TYP) "ti� y
OR REDOING WORK ^p Q
EXISTING EDGE OF PAVEMENT TYP [T' p
5. CONTRACTOR IS AND ELEVATION
FOR LOCATING AND VERIFYING THE (TYP) Y a
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO `'
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR PROPOSED STOP SIGN ~ N N
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE (SEE DETAIL D2.02) SUBJECT Q
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT ' 0
PROPERTY
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S
kl.
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO TOTAL AREA OF
N C
CONSTRUCTION. PROPOSED PYLON SIGN(BY OTHERS) / j 0 ;
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO SURVEY(AS SHOWN- U U :12133
PROPOSED AREA RESERVED FOR
REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY \ox /- US 1-1IGnwAY 70(EASr) FUTURE SIDEWALK EXTENSION TO 6E CONFIRMED)
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION2.359 ACRES
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO \�. w IsFEPUBLICNO 41.6 REG Q.'
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF \, (SfE NO,a6 REGARDING PUB,RSV) PROPOSED
R30.0'
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. PROPOSED HEAW DUTY ASPHALT ♦ 2-10' ADA PARKING SPACES(TYP) DEVELOPMENT DATA
(1111)
PAVEMENT(TYP)(SEE DETAIL D204) jT -w �� 1 -10'WIDE VAN-ACCESSIBLE LOADING AISLE
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / '- lj�J ------ ...it_
2-HANDICAP PARKING SIGNS(SEE DETAIL D2.03) OWNER/DEVELOPER: THE BROADWAY GROUP
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE q" R'ZI$LI "x 14�! 4-BOLLARDS(SEE DETAIL D2.09) 216 WESTSIDE SQUARE
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 611, - C �l1 - HUNTSVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTION BEGINS. / CST)/A�O E W 2-WHEEL STOPS(TYP)(SEE(SEEDETAIL DETAIL D2.05) BOB BROADWAY
CONTACT:
��- ! � � NOTES: [phone] e
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE / / H�v X9LT) -HC SYMBOLS TO NOT BE STRIPED m
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% •
- CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A 36'0 W` 168 PATTON AVENUE U
MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE ASHEVILLE,NC 28801
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A \-- W /� CONTACT: BEN MUNN,P.E. z
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT t e = W / / [phone] ci CONTRACTORS EXPENSE. / ♦ _
w SURVEYOR: MCABEE&ASSOCIATES,P.A 3
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE s- ` / PO BOX 1768 CI) L
NOTED.ALL PARKING LOT RADII ARE X'UNLESS OTHERWISE NOTED. 37a' \�O41/4‘ ` c� / FAIR VIEW,NC 28730 m
CONTACT: J.BARRY WEST,PLS O
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING ABS SIGNAGE Si �� - - [phone] Z
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM O Q I ,
TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINT 'I `.,
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC PROPOSED HEAW DUTY ASPHALT \ - �
WITH PRIOR APPROVAL FROM THE ENGINEER. PAVEMENT(TYP)(SEE DETAIL D2.04) \. �g0' O/ / on off—on ar on ¢ m m
11. CURB ABS GUTTER ON THE HIGH SIDE OF PAVED AREAS AND ( R20.0' / o �)o/
ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER.
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH ( �� / /f/('
STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND
GUTTER DETAILS.CURB END TREATMENT SHALL BE APPLIED AT ALL / /(/ PROJECT DATA
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. PROPOSED WHEEL STOP(TYP) I / m
12. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR (SEE DETAIL(D.2.06) 32.5 25.0' / PIN: 1722-74-5321 w a
CO
r l ADDRESS: 99999 HWY 70 EAST
ANY ROAD MAINTENANCE. �10.0'� 1n '^ L k
n �4DXX
( DEED BOOK/PAGE: 253±1404/144ACPROPOSED STANDARD PARKING SPACE(TYP) ) •
`� PROJECT ACREAGE: 253i ACRES m 7 m
' o //o O ) I.:: SETBACKS: m - N z _ o
%/ 9 PROPOSED 9'TURN DOWN CONCRETE SIDEWALK FRONT: 15' z
GUADALUPE G.MAGALLAN
�� -- ___ (TYP)(SEE DETAIL D2.01) SIDES: 0' r
REMAINDER PORTION OF ' ��i aA ::72 c..9402 uez REAR: 0' o a a o
�� -940s
PIN: 1722-74-5321 1 z.o'er- �� 9 0. A / Poe 422 PG 735 m
PROPOSED 3.5'TURN DOWN CONCRETE 'TMENTS,L'C 26.0'-J,�1B.0• ,,.—„ I r 0 0 /b'� DB49PC 425' DISTURBED AREA: 2.0 AC
SIDEWALK(TYP)(SEE DETAIL D2.01) 'G/44 ( 2HE POST
\r, L1 A 1)S z IMPERVIOUS AREA: 0 ACRES(0%) 1.12 ACRES(44%)
( �' co \ PERVIOUS AREA: 2.54 ACRES(100%)1.42 ACRES(56%)
9.0' N \C� n n
M e -.
0
PROPOSED STANARD DUTY ASPHALT �'� 4 '/ N N N n PAVEMENT(TYP)(SEE DETAIL D2.04) I (L Ili° 4 co AA 25'STREAM BUFFER(TYP)
w 1n t ZONING DATA
Z,i I AL A - /
III:
- - - - PARKING CALCULATIONS `" " a I a z
o ;p" • o A.
W A A 4 'A.,N. A VEHICULAR SPACES:
11
z w Q 0 Q\ Q PROVIDED: 57
I, q S1; /X A A�� Q\, .� [T HANDICAPPED SPACES: ` °°°°eVNO.�,
PROPOSED DELIVERY RAMP I I CCCa-\ SPACES REQUIRED: 2 SPACES PROVIDED: 2 °° L /y
0000� 0? DC d
(SEE DETAIL D2.13) ii I pT :O o O 0) �o
( `A A A A /A Q A ` BUILDING DATA: _a �°p'
¢ ao Ze
PROPOSED HEAVY DUTY CONCRETE 0 "ymj� A (.,.�' -Tj BUILDING DESCRIPTION HEIGHT OFA 70=° a O=z
(SEE DETAIL 2.04) i
)I �/' B SINGLE STORY(STEEL) 18' 12,480 SF y°°° �2�P
.5' ilit `�
PROPOSED DUMPSTER PAD WITH FENCING AA A� A ill
(TYP)(SEE DETAIL D2.08 AND D2.07) ( 11' ;� 0 0 ID( L
1 Pr i. A A A71'LI,,1 A
bsititi�I�'.� AA A A ly 77 7 ADJACENT PROPERTY LINE(TYP)
_ Al M:CHUEL JOHN50N
A A A A ® A A A A�0 L P,':.,'7UU.EJ-YUUY
CO• Oo4 G3 PG I
I�o A, A, A, ONA L1 A t( A ry PG 425
o ALALAAAL(Ly ' L
16.0' \ A A A A A A C)
1 AAAAAA - �
AA ------ -
I f 5 I , A A A A A A A G021!Ap L /
A L A A A A A L A L -
/ — I 0000L .L. LL , 0
AAAAAAA AA4 m
/ I_ � 0000000_ AooAAAAA AAA( L W
0000000 �000 (4 Z
/ (AAAAAAAAA AA IU / w
/ �L. A A A A A A A A 4, A A A 14•IL CORONA INVESTMENTS. M J
O A A A A A A A 0 L1NA 0 �: EC n2a>4-szss LTC
CC o
D6 571 PG 654
P6 4 PG 425 CDC INSPECTIONS HOTLINE:
/ A�0000000000o � 000i� o @ O
A AA AA AA AA AA AA AA I 828-771-4755 OR INSPECTIONS CDCGOCOM
,�(�C'AA A A A A A A A A A A A A A A A Cm,. IIIIII,..,IIIIII '^
°'`\ .-� AAAAAAAAAAAAAAAL1� AA~.IA! I L III
III, _ v—I o
LLLLLLLLLLLLLLLLLL LALLI. 811. o Q }
\ A A A A A A A A A A A A A A A A A A A A A L ` // o
AA AA A /�1» A L�-A-A A A A-A� A AA
A. A \�/ III a
'�(A AA AA AA AA AA A AA AA AA AA AA AA L Know what's below. - �,
Call before you dig. NORTH
PROPERTY LINE(TYP) DRAWN BY: ACC
CDC PROJECT NO.: 22329
SITE PLAN XXX PERMR NO. xxx
REMAINDER PORTION OF
PIN' 1722-74-5321
BRASWELL INVESTMENTS,LLc GRAPHIC SCALE
DB 1404 PG 144 50 a 50 60 00 SHEET
0
( IN FEET I
C201
1 inch= 30 ft.

GR-EC-SW NOTES �2 g. H 2 4 e
VICINITY MAP <� ,2'se
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL (NOT TO SCALE) p L N
SHEETS FOR ALL GENERAL NOTES,CONTRACTOR RESPONSIBLE FOR -e m m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. .tu W y 9 i s
�/,,j OLL OLL
2. SOME PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA 6 S2`` T a y i W 9
FLOODPLAIN. T
3. SOIL TYPE: A/D,B PROPOSED 50'x25'x12"NCDOT CONSTRUCTION ENTRANCE S 3 3
(SEE NCDOT DETAIL 11307.01) o
4. SOIL GROUP: IOA,HcC2 (CONSTRUCTION ENTRANCE TO BE MAINTAINED AND &
ADDITIONAL STONE ADDED ON REGULAR BASIS AS NEEDED)
5. STREAM INFORMATION:
i
LATITUDE: 35.7058 N Q o
INDEX 11-32-1-11 LONGITUDE: -81.9388
ui
NAME THOMPSONS FORK STREAM '-- , 'sue
CLASSIFICATION: C ,�")7 d23
6. RIVER BASIN: CATAWBA RIVER BASIN \ a
\ N SUBJECT Q
7. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE O PROPERTY
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755,
OR EMAIL AT INSPECTIONSOCDCGO.COM. 0 ,�V a
TOTAL AREA OF _ rn s= .5
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING \ bat.)
� y 0
OR REDOING WORK I� '4j SURVEY(AS SHOWN- U a U
8. AL RETAINING
WALLS: \\ \\8�' /'''''' )/.......
�"• \ .- \ \ PROPOSED EE TEMPO RY •
.00
TO 6.359 AS RMED)
°� �� 2.359 ACRES
ALL00
DETAI
RESHINIRG E WALL ELEVATIONS A ARE FROM TOP OF WALL \ \�� WINLET PROTECTION,�
TO FINISH GRADE ELEVATION.CONTRACTOR TO ACCOUNT FOR \ �...
FOOTER/COVER OVER FOOTER.REFER TO WALL DESIGN FOR FOOTER \ I /9z / 17 w Qs
DEVELOPMENT DATA
DESIGN.WALL DESIGN TO ALSO ACCOMMODATE STORM PIPE l j
PENETRATIONS PER PLANS. (IIII)
\1 \__0- N FP S _\ 'J4t�1 .., OWNER/DEVELOPER: THE BROADWAY GROUP
WALL DESIGN TO INCLUDE FOOTING DRAIN AND#57 WASHED STONE -\ \ \\ "7 - (P�1,7 �7 P✓ 216 WESTSIDE SQUARE
BEHIND WALL UP TO THE FULL DEPTH OF THE AREA OF GEOGRID - /82, \ \ C)W ,O\ _ HUNTSVILLE,AL 35801
- \ ` \ CDO BOB BROADWAY
FROM BOTTOM TO TOP OF WALL. ' T) E CONTACT: e
0/-# \ '",p -"--0.\ N N / \ \ _ \ '$'��J�'/� [phone] ro
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"OR \ \ / \/ \ Lr'& i lll� \ 12 N
\- \ cq_\ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �j
MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE GUARDRAIL 11 =' \ ` \ \F \.0 0, ' \ - 168 PATTON AVENUE ..
SHALL BE 42"MINIMUM IN HEIGHT,AND PREVENT THE PASSAGE OF i -0 - _ / PROPOSED 1'CONTOURS(TYP) g
\ bj ��� ASHEVILLE,NC 28801
A 21"SPHERE UNLESS ADJACENT TO A WALKING SURFACE. \ \ -0 o \ 1189-� / - /� CONTACT: BEN MUNN,P.E. Z
COORDINATE BARRIER STYLE AND COLOR WITH ARCHITECT AND \\ \ �q - \ `-\ \ \Ir\\ \ , = _�W / / [phone]
ENGINEER.SEE SITE PLAN FOR APPROXIMATE LOCATION OF ` "*� _ 90' U
FENCING/BARRIERS. �\ - --- SURVEYOR: MCABEE&ASSOCIATES,P.A
/ PO BOX 1768
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW \\ \ ����//� �\\ \\?sue -�/ FAIRVIEW,NC 28730
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE WALL A ■ \ l/� \\ - / CONTACT: J.BARRY WEST,PLS (111) V
STYLE AND COLOR WITH ARCHITECT AND ENGINEER. \� //B/� lir � �� _ [phone] 2
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR 1 " /_\�` \�� -00-00------- -�/
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR ` ; , �� �
CONSTRUCTION.CONTRACTOR RESPONSIBLE FOR CONSTRUCTING \�\_ -o-- L -) F \ `�, �\\IIII-\/ ' tI 5, tI < m m
RETAINING WALLS IN ACCORDANCE WITH ALL WALL MANUFACTURERS - 1 ��` \ �_� _
STANDARDS AND SPECIFICATIONS. N \/ °H °. ',,, '-'� a,-or,-�
\ �� ` \ \ (/
ALL RETAINING WALLS 4'OR GREATER TO BE SUBMITTED TO THE 1 , ., ( 118z \ \ ( r/f 1''�/Y' (1'
CITY OF ASHEVILLE BUILDING SAFETY DIVISION FOR REVIEW AND \ N \ N /IFf 1/ \ \
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON �\ ' \ \ ‘1--/ / ., \\ \ \ !Y\�' /1//�/. \\ \N `\\ �\ PROJECT DATA
COMPLETION.RETAINING WALLS SUBJECT TO ADDITIONAL N 1 ��\ I \ \\ \ B /^ / \ \ \ \ \ \ \
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL. N \ 2 /"�_ I 0- ■ 25.0' /// \ \ N\ \\ \ \ \\ F S J
\\ \ ALL 2:1 SLOPES AND GREATER TO BE STABILIZED \ r N -\ �/ ;/� \ \ \ \\ 00.\-'2-
\ PIN: 91 9997HWY 7 N F k
\ m�' / T'-� \ \ \ \ l / ' ADDRESS: 99999 HWY 70 EAST
WITH ROLLED EROSION CONTROL PRODUCT _\ I \ 0. N. \ \ / / ! DEED BOOK/PAGE: 1404/144 3 o
\ I 3. (NORTH AMERICAN GREEN S75BN OR APPROVED 1 \ •pp \ \ \ \ \ / / / / ( PROJECT ACREAGE: 2.533 ACRES
\v EQUAL) \ �W �ST ae�� I •-. �/ A v��v v S /� / v
l_1 A 1 \ 1 __ _ _ Al v I l A----,� �\ A v 1 c I // / // -/_ FRONrcus: 5
1\ V A YI� - ���� li R] �. - I vp �V J�eeuaoatuPee neaGaua,v� / / // / / / A� SIDES: 0' z�
/' v REMAINDER PORTION OF f I 'e I- \nnawa aNrowa c.veuzDUEU / / / / REAR: 0' o a 2
P _ 2 \ PrN.1]2214 9406 / / / / / / / /~ DISTURBED AREA: 2.0 AC
\ PIN 1722-74-532I �+-• 1111r _' pAL I %�: / / / a m
\ /!v _ Ce. G / p T oe D IPG a55 / / / / / /
\ V �BRASWELL INVESTMENTS,LLC l - A / % p� / yea a�Ps zs� • / / / �/ 7 1 /
V DB 1404 PG l44 1 i i_ <_4_ / I 1 �32
</\ v ��T \ II• /' 1 / / <_4� //�/ /' l I 1 / / IMPERVIOUS AREA: 0 ACRES(0%) 1.12 ACRES(44%)
r> \ v \ `\ \ L/ tx,,,NE0
0l \ ; \ _� � // / / �// / \ f J 1 ( ( / 1 PERVIOUS AREA: 2.54 ACRES(100%)1.42 ACRES(56%)
\ /l �� II
I ; C 1qv v /// / / I1 //// / / ( < �,,,N V //v v d i' ��< / / / �j /'
-
i - •-�� //7 v I 'ram, i/ L !r a
� a v ,oh A Zj„_ / i 'IIv v 1 vvVv1vv/ / --� -i ;; ;�Ia % ZONING DATA
?-\�--_'_ \ �, �I' zM p m Is \''.\1 \ I\ \L �`' i% /i,�i-" ,- --j% - n M < WI ' z
_ PARKING CALCULATIONS
W Q" � �\ \ 71/ ((��-(''l/( ji ij // .i .- VEHICULAR SPACES:
\ r 0w . 1 \ 1(/ i
,i -., \ / 1\\ 1 l / / / PROVIDED: 57
\ \ \ i-1 ' . Ell)\'... \\KJ, \\ \\\) (I /I /11 / /- HANDICAPPED SPACES: .`` °A/4/�'''
\ / J\ -- SPACES REQUIRED: 2 SPACES PROVIDED: 2 ��
AK-
V A Av =oA i�� �_� l a� '>>94 �: ` 1. A VVAr )I1111(I /I ( / / // / : p
\\ \ \' / --- 1 °� A a. /JY Il �� (I I 1 I I I l\,1�i Ivl //} / / '-� / l BUILDING DATA: �C&.-° .# �"�trr=C�
\/� \\\ EXISTING 1'CONTOURS(TYP) I(I': \� A T/ "'� ��L/" 1 )\I 1�1(111\1\\)'l)\I///// // / BUILDING DESCRIPTION HEIGHT U' °z�
1 \ \ A I _ p • /
��S/�///I EXISTING FLOOD PLAIN(TYP) \/ / / / B SINGLE STORY(STEEL) 18' 12,480 SF y°,ad k2,P
v FP- ry83 •� --' Ili /I I I V / / / ''oN °E\` -
0�� ^m; (11111�11(IIAI\IIIIIII��(/1>IIA �//
\ " a A N_. 1 IV I l (YP) I I /"
■y' XL THOMPSON'S FORK STREAM T r
\ \\ - T \ . F' V, , - N III I RIVER BASINION CATAWBA RIVER uvn S l\\ i� i i
\ v ■■y • LA7��p A`- I 1 )I (/ 'III II IIP 9s4e \_ �/ -'�i--
,\ \ - •1v. al �0 P m ) l I (�)))j�111 l av / l�i i��/.
!Y o 2LtSF 4 p 11 Iv v/ I111 ll/(Illhll4'2/1i ice ' i �-'-
- 11.
11 1VI�II u1�llllr�/ /I / / - �'
\ •�,� ,��rl
�ppppp pp ' ' V A 1I1)1 II II 1I� II 11I)/III I///f/ / /�
g 4 . '� II11)1,Ilflll( llll
\ 1183 I I ) 1 ( 11( IIII�III I)11 1 / 11k11
�� ? ppp pp m T I
1 - •%• A ANA A A 0v/ ([ I ))I / I/III I))Ij1I/I( 1///7/1(fill ( ( N-,( / \
/ ' /A AA/A A A 1Jj III 1//1)11/1/111/ II//IIIII 1 _1A �I
�Mn, m n v) I ��Alj/Ill/�i/l li1I�111I17�1/f / ( I� (1 ) I Cu O
SF ji f//4l////l�(//Il/ 11 , I 1 / V( \ 1loilip
moo I t 1 /l///�/,//'l/ll��l1/ '(> W
/--. / _- 1180 f � ///////l/I/ l/ 2 A) Z
A A A A A A A A .4 A I��j��� ( /1/l lI((l 11/l/l ll II \ \I \
AAAAAlAAAA pawl ? /44i1 TU(AIIl 11 1l( \ W
i cbaotia�N�e4rM�Nf�:uc, I \
\ / f/1 / PIN:IJ22-�4-9255
\ _ p p p P p p p AA p pd l / /s oe ear Pe ss4 III II \\ I,� 1 I 1 A\ CDC INSPECTIONS HOTLINE:
�� !AA AI
A AAA p ppA. 'mAA I ( 11 -I/PeI4%4251„1 III IV A S O
/ / , / p A A A A A A A A At A A lA\/A \\1 1 'j)I l li II/011 ' / 11 i A I \ \ 828-771-4755 OR [e-mail] 1
4. @ (11I III I ti I� o
A A A Al A A A. A A A A II! 1 1 1 /r I\ ( \ \ \ \ ( / I"I I 12 �// a
,v °` m ��\t11�111 /ll/11/l1 1� �II� �11 o
rv�_ /- - - "S A A A A per\: V AIll I 1111�II11 I I \ \ A \ ��� ��� ��1 (71
g J
J PROPOSED I SILT SOCK \ I�I 1!� I I ) I\ \V A\\ \I )V ( \ s ����� �����
\ PROPOSED SOIL STOCKPILE A A p 0 \ \\1 I 1�(/I I{)( 11 \ I �� I ,-
cJ \ (SEE DETAIL D3.6) Q \ )1�II)1 (II(III111/I�I I(\ \\\\\ \ \ \ \ \ 1�t ` \ \`�� / w� o_ �� ,� ,� A�p p p .�I/I/�1�/7J/�I)III11(11V11 1AA� \�A A V \ 1\v\V �/v v A A �C `� III III
-� - v _ _ _ _ - p���c� hi Q r4\° 1g1�1,1 I`\I\1)II\\\\\\�`\\�\�\\\� \\\ 1 \ \\ 1 \ •�` _ \�� I `' z w &
\ ` - A A - � AAAAAAO \ Li/% I(I II\\\ \\ \ \\ \ \l \ \ \ \ \
o �� 4 r /i //1 V,, \VAA \ V A V v v v v v ) -,...,/ Know what's below. C
ROUGH GRADING&EROSION CONTROL LEGEND ti n- _ 17 /1 / 1 1 VI�\\ v
LIMITS OF DISTURBANCE . . - \ /\�/ \ II�\Ill\I\`�I\\\1`I\(IIIII\\`\\\\\\ \\� \\\ \� \,,\\\\ \\\ \^\ , Call before oudi
1 00 \ o \\\ \\ I 1\1\\\\\ \\ ))\-(
y 9 NORTH DRAWN BY: Acc
-/ice r.\��` \ - \\ \ \ \\ \ \ l\ \ \ \\ \ \ \_ \ ,�
SILT FENCE SF -/ )) N �, 0 \(5 \ = L \` 1�S \\,\\ \\\\\\ \\\ \ \\1 \ \\ \
'-4"----..
� � J � \\ �\I \\ \ \ \ \ \ \ \' \`�\1 CDC\� XXXP PERMIT NO. xxx
O.: 22329
EXISTING CONTOURS 00 /7 �2J27„/ C�\ \ 5' I \ i /J/ 1� \ \\\1 Il\\�\\\\ \ \\ \ \� \\ \� �\\�\ \ \\\�
r I vvA v v v vA v GRADING&EROSION CONTROL
PROPOSED CONTOURS 00 / ^ A z o U REMAINDER PORTION OF A / / / /T /I AV A A A 1\III\I \ VA A\ \I\ V�\ v,_„\,.., ,„-N
N A VA
_ _ (ry/-J \Kar \ PIN: I72a74-s32/ \\ \\\ \1 �11\ \ \ \\ \` GRAPHIC SCALE
-
STONE INLET PROTECTION i \ \! BRASWELL INVESTMENTS,LLC l \ \ \\ \ \\ \ \
i _ �) G V VvsV k.:��� �- A A\�-' y�\ A V\11 I 11 t A\ lVAVA,A�v v� Vv A A
\ �-7 D51404PG 144 1 1A VAII( 11 (II AV AA v�v vK v v(�^ 1 ) I . 0 15 30 60 00 SHEET
u �7( 1 v\ X \ /)�V A -7,--1 �� / ���1(\,.1 A VA VI 1 1 VA V� \ VA A v-V�,,,,,..,,,'",,,,,,,_\---,v v \ 1 ) I I
SLOPE STABILIZATION(7-DAY) / \ _ A �� A �� I/lI A I I A V A V M M
Jr(-� \-, `�\� l �� ���5�1 \ �. 11J1/ •
\\ I1111I\IIIIIl\\\ \\\\\�\��\\\ \\\ \ 1I\ \ \ l\\!
�/� 17 `' •
ov A(,- l \ v A i' Vv--v v A [ II)II 1IVA \ A , A ,-- )) 1 , 1A \� C301
/i � l .,)„,7,--_ �' /ivy t �v`�v ��� ��/(//� (��111(\ll�ly \I Ivl J A\v\)\ ))� V 11 A1 �v\\\\\vV linchFEET 30)ft.
/ 714�. UN> ",4_AA", _ /',_fin A v4- `�v l;) L/ ///II,)VA.�GAv11AAvL , 11 G, ) ' v I. ,, , A A_\.A1 Vvv

GR-EC-SW NOTES Riga HR4e
VICINITY MAP <2n„ 2''e
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL STORM LEGEND (NOT TO SCALE) g L 11
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR I_-m m 4 m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. i W HI KPROPOSED STORM PIPE w �/,,j0'4LL2. SOME PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA G SR`` T a y FLOODPLAIN. PROPOSED ROOF LEADER COLLECTOR3. SOIL TYPE: A/D,B PROPOSED HEADWALL w
4. SOIL GROUP: lEA,HcC2 c`P
PROPOSED JUNCTION BOX/ - A
5. STREAM INFORMATION:
OPEN THROAT STRUCTURE i�
INDEX 11-32-1-11 O r o
PROPOSED DOUBLE GRATE/ ® y '''
NAME THOMPSONS FORK STREAM
CLASSIFICATION: C CURB INLET STRUCTURE s, Q
6. RIVER BASIN: CATAWBA RIVER BASIN PROPOSED RIP-RAP APRON d
N SUBJECT ay
F 2
\ _
7. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE PROPERTY Q
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, d
OR EMAIL AT INSPECTIONS0CDCGO.COM. \ �U -
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING 2 y 0 3
OR REDOING WORK \ 4; 1 '1 r�l_ru\�r,L.
0 0 3
8. RETAINING WALLS: /yy�� • SURVEY(AS SHO
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL \�783 \ \ \ US IilGnwnr 70 le4571
TO BE CONFIRM
TO FINISH GRADE ELEVATION.CONTRACTOR TO ACCOUNT FOR °" \ PU6uc-ASPnALr 2.359 ACRES
(IIII)
FOOTER/COVER OVER FOOTER.REFER TO WALL DESIGN FOR FOOTER \ '0"\\ _ \r_ w\ (SEE,vore as 0C 4197VG PUBLICSIP ,Q DEVELOPMENT DATA
DESIGN.WALL DESIGN TO ALSO ACCOMMODATE STORM PIPE �1 1j \vIG/A(71
PENETRATIONS PER PLANS. 1g3� ill' �, � j' W �� OWNER/DEVELOPER: THE BROADWAY GROUP
� Q lJ/Ty` - 216 WESTSIDE SQUARE
WALL DESIGN TO INCLUDE FOOTING DRAIN AND#57 WASHED STONE FQ A� - \ Y \ '�\\\(P `�J �\ PROPOSED WATER SYSTEM(TYP) HUNTSVILLE,AL 35801
BEHIND WALL UP TO THE FULL DEPTH OF THE AREA OF GEOGRID \ � W
FROM BOTTOM TO TOP OF WALL. ` \ \1ja2� \ -1../C)M , CONTACT: BOB BROADWAY e
\ \ \G„84.5 \a �°\\ �5 G 54.3t� CI)oI, � [phone] ro
G a4.7
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"OR .� \ \ it Kfc ea.� )/ASp
A \ / ^!+ N4/ ,J \ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. cj
MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE GUARDRAIL \ �� ) �\/ \ �, "�
SHALL BE 42"MINIMUM IN HEIGHT,AND PREVENT THE PASSAGE OF \ �wr-�\ A $0 168 PATTON AVENUE
\ \ \ \ - II� ASHEVILLE,NC 28801
A 21"SPHERE UNLESS ADJACENT TO A WALKING SURFACE. \ )� \ c as. \\ ° \\\\ / \ CONTACT: BEN MUNN,P.E. in
COORDINATE BARRIER STYLE AND COLOR WITH ARCHITECT AND \ \\ \\ \ 9 W n (82B)252-5388 U
ENGINEER.SEE SITE PLAN FOR APPROXIMATE LOCATION OF \ '0 \ \ -� 118
FENCING/BARRIERS. \\ \ m gyp, �cc ei.a:_ o, W I / SURVEYOR: MCABEE&ASSOCIATES,P.A
c aao � .. c aa\���, �9 _ PO BOX 1768
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW �� c ea., \_ c sa'o �." --- FAIRVIEW,NC 28730
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE WALL \ („1, \ D� \\ ' _ I / J.BARRY WEST,PLS (11) m
STYLE AND COLOR WITH ARCHITECT AND ENGINEER. \ "o \ \ ©@�°^' a, \ -1191- mac_/ CONTACT: [phone] Z
G assAN-,
-
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR B] \ ea ,- �� - - ARCHITECT: %%XXX
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR \\\ 7 �� \ 83 /a' �� \� _ ---�/ XXXXX
CONSTRUCTION.CONTRACTOR RESPONSIBLE FOR CONSTRUCTING � �\ ( \ \ ���a c e'a.'e* \\\� / XXXXX,XX XXXXX < m m
RETAINING WALLS IN ACCORDANCE WITH ALL WALL MANUFACTURERS q� \ cce3 o� , i °"\� CONTACT: X%XXX
STANDARDS AND SPECIFICATIONS. _\ 7 ( ^! \ I �_ / (XXX)XXX-XXXX
ALL RETAINING WALLS 4'OR GREATER TO BE SUBMITTED TO THE N ` \ \ / \N :c 53s MJ 1 //�
CITY OF ASHEVILLE BUILDING SAFETY DIVISION FOR REVIEW AND / I c a1.a \ 118 \ \ 1 / '
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON ``, -n ) \ 1181 I TRIO A3 pals \; \ \f I H ill�rl�l \ PROJECT DATA
COMPLETION.RETAINING WALLS SUBJECT TO ADDITIONAL '\ -0 \ } .,
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL. '3 m
2,7 A
I \\ ) ,3 00 an a1.3 \\ \ l7iBu /// I �\ \\ �\ \\ \ \\ PIN: 1722-74-5321
I 2 r /��\-�� \ \ ///� \ N \ \ ADDRESS: 99999 HWY 70 EAST 5 'is
k _
1\ c \c 52.a Fc 82. \ u'ez7 \ m,,`^"\.mil // \ \ N \\ N \ DEED BOOK/PAGE: 1404/144 _ g
Cil l/ \ \ \ PROJECT ACREAGE: 2.53±ACRES w m
PROPOSED STORM STRUCTURE(TYP) \ / \ \ A A AP �. ,\ \\ \ - _
\ (SEE TABLE&DETAIL D4.06) I �a 5,.7 I )� ll I c a3.a�B \ \ SETBACKS:
I\\ c e.z Fc 93. w a.i�7 °\ X�L \\\ \ FRONT: 15' _
(- N\ I I ca1.s 4,/ TWIT 1� I \ ° z 4L/n'.4L A �� \� � \\ \7 < SIDES: 0' - r o
STRUCTURE TABLE \\T \ B I I \_-___ I,,I��gJJQ c eB3�s I sw e3.s \ / \ 's / / REAR: 0' o S o 0
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) \ "o �sp ...air
DLii -C es6. 0) \° A/A ., , \ Jo\s cuaoaJbvFc.M`,pBatu�J / / a a N
\ `'� \REMAINDER PORTION OF \ 'I s .° ^ , WAP�-_ -�a ''s 14 °\°/,k I_IL \ \n7n n'''''' c vIa}ou /
I W�' P1�722_9q_y9O6 �( / / / DISTURBED AREA: 2.0 AC
PIN:1722-74-5321 1 �I s w IT • OCT5 /STRUCTURE STATION STRUCTURE DETAILS DEPTH DESCRIPTON \ //\ 7180-rr -- w e �� / / / '
I �RAS WELL INVESTMENTS,EEC / I �I.i��s o. SW 533 PROPOSED 10"HOPE DOWNSPOUT :l P/42/ / / / ' PEE POST
RIM 1183.2 \ DB 1404 PG 144 \ 1C I•' COLLECTOR PIPE Gyp) 1.0%MIN. SLOPE) PG/42s IMPERVIOUS AREA: 0 ACRES(0%) 1.12 ACRES(44%)
A2 10+93 INV.IN 1177.6(A3-A2) 5.6+ JUNCTION BOX `r �� / I� \ T-" PERVIOUS AREA: 2.54 ACRES(100%)1.42 ACRES(56%)
<l '0 S 837 SW 8s• Y. / < yT' / //
INV.OUT 1177.650(A2-A1) \ / -0 tSw a3.1 - - / //
I I �, S
\ `% / / \ > / I' SW
W B3Sw as° • PROPOSED ELEVATION OF LANDSCAPE AREAS / / n n
RIM 1181.3 C"-\ / .s / J� a e y
A3 13+07 2.83 DOUBLE GRATE INLET / I I ADJACENT TO BUILDING ARE )( BELOW FEE S / S M '' �•+
INV.OUT 1178.701 (A3-A2) \✓ \ //''`I ` C 1 (UNLESS OTHERWISE SPOTTED)(TYP) �� / / N N '� `� \ o
\�\ \j I I \ ' \7 ALL DOWNSPOUT COLLECTOR PIPES SHALL BE HDPE WITH J/ �NGS AND __ ZONING DATA
I �P 02 " p7 �I1� 76°1n PCOUPLINGSWAS ERE QUIRES TO STIE`N-INS ALLT DIOWNSPOUT /^
\ 1 _ - PARKING CALCULATIONS' c1 M a a n
INLET/OUTLET TABLE \ I (2 z n ' LEADERS AND ROOF DRAINS FROM THE BUILDINGS. i
�\ ' E ( COLLECTOR PIPES SHALL HAVE 18"MIN.COVER(TYP). 1 VEHICULAR SPACES:
STRUCTURE NORTHING TASTING INVERT DESCRIPTON -T \ \ � oa.•-, I' CONTRACTOR TO COORDINATE CONNECTION LOCATIONS i-""' �- PROVIDED: 57
tI' WITH ARCHITECTURAL PLANS. /((
Al 724331.21 1127790.10 1177.2 Medium Headwall L \\ c./ 4�y` �I.., yw ' ••(SEE DETAILS D4.03,SHEET C941) // (// / HANDICAPPED SPACES: `` °A/N�''�,�N\ I # I 111
/fI1)( SPACES REQUIRED: 2 SPACES PROVIDED: 2 :�\` °°°./y\ -0 A /� I __I^ /% A 77> ° I.�T1 A �4 .AA V A// A} I\\L I(I ( JBUILDING DATA: _�: nw�/
7PTN 01 aT e. T�I :I 1 Il�� l1 Illl�lA,A}v}I�(/ =um �,A
I /�, Y S I11 BUILDING DESCRIPTION HE GHT Gf� _ zPIPE TABLE \\\ \\ ` N \ I' PROPOSED 1'CONTOURS(TYP)- I/11 } ) I t.\ 11\\1\\)Il I 1(f/ B SINGLE STORY(STEEL) 18' 12,480 SF ;iy° O ' 2,F`�(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES) " \ ,c,\-- - 1 (\. l I I I ) (II) 1 /J} _ =,� ° �P
PIPE NAME SIZE LENGTH SLOPE MATERIAL , \ l _Fp FP : I ��^1^. �. J7 1 \} I I I I ) 1) ) �,N
A2-Al 18" 91' 0.5% HDPE \ \\ _FP �IB3 • I� / I AAA n / (, 1 I 1 I I I I I I I \ IIII1}\\ III
I LP 53.0 V Iml PROPOSED RIP RAP APRON'Al' \ I 1 IIII \\ 1 11111II11 \\/
LENGTH, to' 1,1 �11,11I )v .
A3-A2 15" 210' 0.5% HP \\\ \ 'G 53.0 � W I1�f WIDTH AT START: 4.50' ) I I I \I
\/ \ I \ i c e3z WIDTH AT END: 11.50' \ I (A \1 EXIiitTli/iNiG 1'CONTOURS(TYP) FINE GRADING LEGEND
3.7 DEPTH: 1.50" 11 I'III 'III
N 40. sw e3.e ,,/ ^N STONE CLASS. B I 1 V( � /11}�1,11 j BC - BACK OF CURB
_„T8t
. sw a3.e F.
J / (SEE DETAIL D3.2) J \ \I ) I I II II \ 1 41 I EG - EXISTING GRADE
PROPOSED HDPE STORM PIPE I G 5-�4t). �YI I �7j8'�° ® °\°I`i\�r T I l\I}\\I`,.1/1�1 f1 4(53gBy*�,1 aG 53.3I' ^ °N,A A A\ I` / I (/ / \ / ( ,pg, �6i 11L\ FFE- FINISHED FLOOR ELEVATION
(SEE TABLE AND DETAIL 04.01) I � ;po II• 7�4r' \ \ / I )II/ / } �/\-71I ` I G83.3 1' I ° F1/ ° °\� �II1\ IIIII}111s11(%// FG - FINISHED GRADE
I ° ° ° 1 ° ° °} / \, \ 1I 111 I /�I'1 // / RIM- RIM(TOP OF LID/GRATE)
1190 1190 �11 es3l 1` \ \ II1 I I I I(/ I/PROPOSED GRADE \... ��� Aj�"` . , ° ° a 1 \ \ III ) I/III II/IIII //01 I / II I I�/ SW - SIDEWALK
83 �� '�iii cbeao ° /A u1\ ° ° 41 \\ -, ) (/ 111IIjlI/ l)I Ill l/li\\Exlsrwc cRADE \ Fp- I / ° >> '' A:c I I -Ill 1/)II I/ I111
( �° PRoaosED RIP RAP APPON'B1' ,E)' \( qjl/V /IIIIfl1O IT,.o' / �'- c ei, "�� / , ° LENGTH: 10' !/ tII l l I/1))11I l//�1/1 I m z��_ WIDTH AT START: 2.0' // III °I"'•'!1 WIDTH AT END: 10.87' ,A,. PROPERTY LINE(TYP) //f(,, I) /( LLI
_80 _ �� neo '-v az.. �, � �i�i °f` - DEPTH: 1.50" /JII
to o .ri' ° ° , I
Fc az. �� �o 0 0 / STONE CLASS: B ) / / //////7/ / / // Z z
/ '_ 1180 I / ° ° ° (SEE DETAIL D3.2) o 1"J / Il l//////////// l I ll\I I c'
210LF-1e"HP 0.50% - / ar Gs,'s ° ° ° ° ) �lIl///j ll/l III w
- 91LF-1e"HDPB 0.50% - 9 �l/l�����ILL�lI �l I)1/I I CC o
/ / ° ° ° ° AI° ° ° ° A ,A11A1.:J/ l/ 6 lIcirn�w4.(a,I1 v
� < ° ° ° ° Q ° ° ° ° °� ° ° ` \ (/i s)111"'�1 7$ �1 1 I 1 ! 1I\ \ CDC INSPECTIONS HOTLINE: O
-� I \ i m ) i6 / I I , 828-771-4755 OR [e-mail] ce
a 5 �y p'�s vv -- --
A��. ° ° ° ° ° ° A° 5 ° ° ° ° ° ° ° Id LAt��V I I) )1)ll(/ I/I)ll)llll it II I) 1 V �IIII,..,111
0. � AAfAAAAAAAA V,111I),I///I1///I/(/)I\ \l \ \ 811
I�IIII IIII o
1170 a, m 9 \ r-"A A A ° A ° A ° 'A A ° ° A ° °vim AAA.E 1 / UI /III \ V jI l r
Q I(/)1 V( 1 / I A v V v I
�omz ° ° ° ° ° ° ° ° ° � ° ° ° ° ° °v ° ° ° ° ry \`1i �I/i liii 1� \ / I Q
1-
0-A,,,,- irroz ° AAA/ A A °�° A ° A. A A A A A A A A ° Ap t/OIILJ/ /II� I( /I(l�\ \V���A A \ ` I `o
1 y� ° ° Ao /, n .�� ��-° ° ° °�-��� ri-P rE° /7)1l/I\\`I)III\\\\\\\\ �\\\ \ - o w _
rcQoz PROPOSED HEADWALL(TYP) ° ° ° ° ° ° ° ° ° ° ° ° ° ° q° 4 1° L/i/l I / II\\\\\, \\ \\\� \\\ \ Knowwhat�sbelow.
o_m \ 00 (SEE TABLE&DETAIL D4.02) " ' (/\ / ( I \\,I'(l/\�I I\I\\�\I\\\\\\A1\\\\\\\\\\\\\\\ Call before you dig. NORTH
/ I) \ \\\� \\\\\\\\l\I/'7'7\\\\A\\\\\\\\\\ DRAWN BY: ACC
\\ CDC PROJECT NO.: 22329
\ \\\\ \ \l\\ \ \\ XXX PERMR NO.
so 8 + 8 8 + 1160 0 r _ o \ \ ` \ } \\\;`\\;\\\\\\\\ \\\ \\\\\'\\\, STORM AND FINE GRADING PLAN
XIX
\ ^ I1�I1\\\\\\\1�11\\\\\\\\\\ \\ \
�" �` RPMAINDPR,BORTIONOF \` �C j(///`((- II\\`\\\\\\I\11\III\\\\\\\ \ I •\\ GRAPHIC SCALE
\ PI I022-74-532 V \\ V AAA\v
_ B(ASWE IN VESTMENTS,V-LC \ \ \V\\��\\ \\\`II}\(III\I I\\\\\\\\`\\, 30 0 15 30 ao IT SHEET
STORM A PROFILE \\�I TDB 14a�PG 144 I \ \ `)1' 4., }\\\\ \\\II�Is\\\\,- \\ \\I\`\, - -
,/ \\\^- ,\\ \ A' l/,, �IIIIIIIIIIIII\\\ \�\\ ( IN FEET)
\" , I \ \'0 ti /// 4/ I I I {{/I I \\ \ 1 inch= 30 ft.
' \ J)I Ar I �I r ill(1,1� .�1 1 I i \\. \

APPROXIMATE LOCATION OF VICINITY MAP >U«„ -,U_
UTILITY NOTES 4'g o,R 4 e
EXISTING WATER LINE a z•'�a z S S
1. SEE UTILITY DETAIL SHEETS FOR ALL GENERAL WATER&SEWER EXISTING EDGE OF PAVEMENT(TYP) (NOT TO SCALE) p a N
NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS es
m m
SHEETS WITH ALL UTILITY PLANS. _ - PROPOSED TAPPING SADDLE a
a�+i a i y iY (CONTRACTOR TO VERIFY EXISTING PIPE ��/',},�j pupu2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5'OFF EDGE OF \ SIZE PRIOR TO ORDERING MATERIALS ?`" T ¢y js(SEE DETAIL DX.XX) TanPAVEMENT/SIDEWALK. WHEN A UTILITY STRIP IS PRESENT,METERS \ \ 6 3
SHALL BE INSTALLED WITHIN STRIP.WHEN SIDEWALK IS \ ''' - - 'a p 3
CONSTRUCTED AND NO STRIP IS AVAILABLE,SERVICE LINES \ \ �- ����� PROPOSED 1"MUNICIPEX WATER SERVICE LINE rc e¢ iii
CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE \ 7.......... �L,H `
-7 \ 6,5 \ (TO BE INSTALLED BY DIRECTIONAL DRILLING
EXTENDING 6"ON ETHER SIDE OF SIDEWALK.. \\\/b ( a. IN \��18 \^ I J ,.„,... ��4 UNDER US HIGHWAY 70) Sao
3. CROSSINGS TO MAINTAIN MSD REQUIRED VERTICAL SEPARATION. //\\I+)\ °/ I \( -. �FQ c 3� , \ 'Z�.,�4'/ �Fi o
CONTRACTOR TO CONTACT ENGINEER ON ANY CROSSING THAT DOES \e\1 l \ `\ T\ \�l�gn?, _ ���be4 PROPOSED 3/4'WATER METER BOX •
NOT MEET THIS SEPARATION,OR SEPARATION IS CLOSER THAN 1•. / S\ 1\1( 6 1 -�_„„ �\y A \ z� e'er \tea\�btN as.,,,,,1\{,��� (TYP)(SEE DETAIL) �' s JI
REFER TO GENERAL NOTES ON SEWER DETAIL SHEET FOR / . \ Y aI ?\ ( a L`L\ \ \ \ \\ / �yt"\\ r9`oi' \ ` ,<e 1SEPARATION REQUIREMENTS BETWEEN UTILITIES. \)\ 1 5r I I 1 // �-6,�� •--
�) ll\y\\\ (//I \ \ �e\/ \�M� ii AU . nPROPOSED NSUBJECT4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE N I �� - 0� 1-1"RPZ BACKFLOW PREVENTER IN ABOVE GROUND HEATEDII C )) /\ i "° I 9 PROPERTY1rOCIVIL R EMAILI AT CNSPECTIONSIDCDCGO COM.OTLINE AT 828-771-4755, 1 �I 1`\\\ J �/ S//(�S ) �� 1 Q�'� �` _- ENCLOSURE(ENCLOSURE TO MEET ASSE 1060 STANDARD`\ I \(Il T `°t ^/o \ 1 \ \�\�De� ry, \ REQUIREMENTS)(SEE DETAIL)OR FAILURE
NOG WOR DULE INSPECTIONS MAY RESULT IN UNCOVERING /l\\I` )y \�\ yll r ;� oC ^/ \1 � 71g \ t1���oy\H\\� �'- - 1-1"UL/FM APPROVED SWING CHECK VALVE LOCATED WITHIN
\ \ \ \\� )()) �� \ ^_ I \ ��\�\\ / RPA ENCLOSURE(SEE DETAIL X.XX)(ELECTRIC SERVICE
\ I \\ ) \ I \ \ ✓ � 71):_-..a REQUIRED FOR HEATED ENCLOSURE) U 13 V 3
5. TYPICAL EASEMENTS FOR WATER/SEWER LINES LOCATED OUTSIDE ) \ \ \ U//I� I/(\\ ( ��\>) \ e) <. / \ \ ./w—OH
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT-OF-WAYS SHALL )1 1 \\ \ L\ y\ \ • / \ \ \ 1 - \ \ \ \ \CLEAR SHOWN.THE
EDT OF TREERPEANE NGST E%STING 1\ \I \\1\1\\\1nly��`�\`\ \\ �\ 1 C \ r/ _ _MUST BE \ 2 F \ \ PROPOSED 1"SDR 21 PVC WATER LINE
TREES, AND ANY PERMANENT STRUCTURES. 1 I \\\\\\\ \ \ \ I ~\/ �) I li va z 0• /// \ \ \(3'MIN.COVER)(SEE DETAIL)
A A \�) -0 / v v _ > DEVELOPMENT DATA
CI)
6. SOME PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA r7)1 / \ ~ )fi �� y \y a, I ""-/ >BJ C OQ �� J PROPOSED BUILDING WATER CONNECTION OWNER/DEVELOPER: THE BROADWAY GROUP
1 \\ ; 12 (SEE PLUMBING DRAWINGS FOR CONTINUATION FLOODPLAIN. �\\ \ \1�11///II/ \ C \ \
\ \ \ \y,tl///// \�\ \1 \\ �\ I di© )\e� �����ll \ a 0 0 \ �. k. ,:,, C J ) HUNTSVILLE,ASQ3580E
I A 11111//// I l'''
��e- �I %m oW LFBOB BROADWAY
\ 17L ft .a H-)...c '� 2 ti // / // // / CONTACT:
\ I A\II II l I � \v - Tv v o o• < / , // / / / I (zss)s33-7287
0 Nr \ 'o'.�" < < / // I ( CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
�1f 0 ',7
/I\ � a s l j ro o Q /// T! s 5 \1 / ) 68 ASHEVILLE, AVENUE
\I A 1 A /(II r'11(I I % � ?a \ \\.' C I l 0 gl. p 2S s l 1/ ///S J i i%� / 1 \ .__-''',\ i NC 28801
\\ It I (1l1� \, �� l �\ 2 « I \ Ob.1� \`!/(sr\ (:%//S / / C 21�-_= ' CONTACT: BEN MUNN,P.E.
1 �` <I :'11 m Ta o ; 11 A (\If\ / / ��S moo: (BOB)252-5388
I 11\ll(1 � 1 \ \ w 01 0 0`, \I\\ \ ly 1\ .>� i % SURVEYOR: MCABEE&ASSOCIATES,P.A
\ \ \ \ ti \ o \ \ \ / J
�111(� 1 v ��� z �� t m o o A.:_� \ �v'�> �li %%� — %�� Po BOX,NCC I I I)
QgEL y I ' \ (( I//��/!�j /" i FAIRVIEW,NC 28730 m
\ \t 1/ \1( 1768
)I\ / \ z zi (mil l \ \� 11 i/i/ / CONTACT: JB(BOB)B WEST,P L S
\tAI)1"1\�v� ( \ A -, I.111 2 A b \\�\ �\1 l/
V 1 A N � ''' \ ---" )� V = �' il >>s ,, � ,,) Aco cA 7 1\y\vIAI S /// / ����v� e)6ze-1 zs5
(\ 1 \��uv Av V� A �v �� I(( I 1 / / l� 1
1� 1 l)!\yam ) �'� �,,, y' \� o g� �1�\ III 1A\ Iflt( / �\ J
V\A1\I III( ( ly vVA A )I >1v Sc \ ( 1 vv \\ Fps �\ ���o .'�i/) 11 )lVAltllllltl�lll(III / ' ` El
\\ 1? \\ll<l-- 1')\'V'V (1 JP \) /(` z \ \ FP 3,� - ('o o `tiy IIII y11111(1 / / ADJACENT PROPERTY LINE(TYP)'
II)1) '7vVl (I ) 1Vv \ (/ V/// 11/ "/ \ •(v'' 0 Flo I' �Illllllll�lllll/1(
/I 1I1A)1)//�\0At�l AI' (I) ( -1• � � �v � � HL �'P 1111�111�111)1111�/III �i��i�
/ c �� �� o� cA V AI\yIi 4fP/ �... �% ���
l l' v�I1 10 (
1\ Ill{\ :.�' FP �J /_-/�/ /
\\ III11V )((��-/)�� ( Iti VA vAII /�/`r/� �. 77> �,..,. �, ��-�
/ �� fifi o° �0°4' !( l�tlllllll�de kl� .-;:'21:':-
j / // PROJECT DATA
, (\ 1 l 1 )// ) r/ _) �.,. yo�� o 0 0 %7l/ ��i /' PIN: 1722-74-5321
V \ AA\\\ \ )All T V N.
111 ((5 115`v'1� ( Z - I '�� �� ° °�VI��" A Ill III! 1111!111AI// /% % / / / // ADDRESS: 99999 HWY 70 EAST w a - -
[ ' 00000�o0 1 II� I // 1/ < G
1 \ \\\\ kA,\, \ \ \\\`(t1 I / a\ l ♦ �':)."- ,�o 0 0 0 0 11 III I II)(II'II(Ilr /7/ { r / I / DEED BOOK/PAGE: 1404/144 3 w o 0
7 C \ (II\\I \1\�l> 1\ \\\I )/ f `�) r�/1 C ., \ I\ "83 fP ... / �>>jo 0 A 0 0.V•.I\ \ //11 1 I II// /)((I{{ I / rr /r / c/ PROJECT ACREAGE: 2.53±ACRES - -
��° A\\VA1\SI VII�III ( 1v 1 II�t ��� ��I 000�o.�po �11(r�l/Ill�)II l A,l SETBACKS
\V�J S 11f / ( �-'-� �` \ / / ,000000:opo 4 1 I//1/ I1�/lll I1 ' 1 1 ' L7e
�vvvV 1A\V I A �� v !)//Ill--CIS (I o 000 000 11/�lll�j//I/d(/Ilflfll /171v FRONT: 15' 5 _ Z'
I I •. . o
V -1V V AA�lA\ V L_i/ L I ( I / _ moo „g2 ,/ o o o o o oAo 0 0 / / 1/lJ�/111� I �I (( / y 1 / SIDES: 0' V
IV �j1/rs \ 1) eoo_1o0_ I II-/IIi///1//// ) l/ 1 F
\\�11 VAS! �' v 1 ) llI((1 > r > �' �� 1180 / o0000000 00o r )// I1W//(//�/ f1 I ) \ V ( REAR: o' o a a a -
\\ I \ \ti\1 �1 0 1 00000000 0 �, i,j�1 ,IIII e h I 1
\ vA1vI IA )\ I v\tiv tl�II /v/ v /�000g0000 o�-Q •✓////f�( 'lf (I 1',1 1, I {v V v V vv V DISTURBED AREA: 2.0 AC
\V1 \VA (42T %)I( �v �i�ll0000,D/agooAAAAA : l r/1)�l(.11) 11 1\TV I )\ ) , A V v., )
\A vvvv,.,0.t000 1d1 I/a I 2HE Pose
\ \V V A 1 V /i / l� l o00000�o 0000000 1 1 l l Ifl1 V � 1 V `\ e
\I \\\\ y \ \ t< %/% l,-`` \'>e, \i / ' �\\ 1/ /)//)I ( 1 \\\ Q 1 J \ - \ IMPERVIOUS AREA: 0 ACRES(0%) 1.12 ACRES(44%)
VAV (Ill\\\1(\\V > r /�l S. o000000pod0000�oo� �11 /fill I ��
0 A 0 A 0 A 0 0 A 0 A.o A 0 A 0 A o I I (/ill) I I \\\\\ \ \ a l PERVIOUS AREA: 2.54 ACRES(100%)1.42 ACRES(56%)
�'�\I1 1 11 i' fl�l� i / i 1 yam'-/� v 00000000e'00000000 0000 �A)l11)I(I / !11\ \\�sAC\ VI/ c� �� V, v�\�\
VAV' to V \\II`A )/ )IIII( k I 1 1 ^-.l �^ v o00000000.a000000�po�000 1 I �A V A l- J� A v < < e
It( 0 0 0 o n a n a�p�y -.,, o o JII \\ 25'STREAM BUFFER(TYP) \ \ M N�\ \ 1) � ` s AlPI1111\I\ l�
d \\\ I1 \ \ �i\)4/\,,,11u) III( 00 000000000000 0 0 'J// 111 V\
V If 1t\\(I \\\\ \\\I\\ qll 8("1\/ 5y lJ \ �� Y,�..-s s. 1 SI%/�1�1\�1111111\`\\\\\\�la\, \. •\` � -`\ � J\ \ o
hi \ 1 I \\\\ p _ 13
VI(l1/\ \\\\\\\\ \\ 1`fll`/V( 11` \�2 1 M >
I MII 1 l\ II\ \ \\\�l\ \ \ \
/ A V 1v�i, �(IA 1 x^^C _i ✓. A ,1Av\ VAVAAVVVAVA\ \VAA VvAV�A�v�AA ZONING DATA
` o -r v� I iV\ \1\ V� VA� V 1
111'�1)1\�\� A1A�•A,,,•v � A AVAV /\- �%�/� \ vt� �( �\ >1/� �\VA�VIAVA�VAV�AVAAA\VA��v N•., NN�_��Ai v ( V a n a,
I 1 1, (� C ° ( PARKING CALCULATIONS
41 \V AI V I lA VA�AA�AA, - _ /'7r I�\U�y��D vV V .�a;����gg����, QRr'�o. PROPERTY LINE(TYP) I(GGVV 11\�\I\I II A\\VAV�\V al\\VA VAA -VA ,\„, \I 1 V 1 A \ z
V V V A VA V >V AV �l I '� M'S4�mves`mr r=,.(,c A La;� A\ y AA A\ .'� �AA VA 1 A VEHICULAR SPACES:
{{A VAVAA.V A \.,''I., N� \\ \\�A h l I --- /1v � �1 .a0 z I�1• „7 ��-vA �--...a Y <.r' A A�.'ll�/�/VAVA\�II(I(,AVII�A��Va� ).,v�,A \l`-6 II I Iw (11 AA V �77\ r\ \V PROVIDED: 57
\1/)�Z II\ \\�.``� \\\\\\ \ \/\\�»��/ �1� / \\\1f/o ;_ ��k^\ V� �\ �� �/I( 111111111111\�\\1\\\� 1\\� \1\\\�\\\\mil,F IJ\7v \\\ \-/ \\\ HANDICAPPED SPACES: „1//V '''.
\I /) / \\\ \\\ \\ - !l I 14�� \ L > III I \ 1 ) SPACES REQUIRED: 2 SPACES PROVIDED: 2 :�\a
\\\\\\(/ \\ \ a..v \--, \ \ l \\ \I^`\ �1 I %�- "�\ l ,\-,,,,,,..
'ti\ _J I1 1l ! \'l( I I
V\vvv�/1 v �` )))))‘\'AA \v ���v�v� �'� / ( yi7 ° ?�� _� _ �✓ ��� Iv t S((11\VA�vvV�� ( \A1Av�vI Ill ••7 AAA Av,.,, , A� �0°:°O ��•Y-`_�
`)0,\5, N, St tI a c \ \\\0 \`\ _ _*\`l,.r1 \</' ^`� �J �` l'�/^�• ��-- \�.,�2� \L q D 1-\L�"�1� �1AL ))1�II�I�Illl t��I��` 1\\\1���� \�\\\��} (�\ l_ y 1"� BUILDING DATA: -U<N "� Zez�
\'\\1\\\\\\\ N. \ l \\\\� 1�\. �\\\\'`��"2 �� - �f - \� \'�� I/ I�/ 1 I \ \\\\\\\�\\\\\ _�-.�\\\\ �``�L` ���7 \ BUILDING DESCRIPTION HEIGHT Gf� _ e� Oe-
f \AVAVAA A l VAVA Av1 (/1A VVA�VA V A t t�� ' ry ,/'C ‘,1',.,,, Vim' - A 1 �I7)/ /(\ )1c\Il A vA v�vv��y v\ASV- / — B SINGLE STORY(STEEL) 18' 12,480 SF , <'"
'SaO Gee
\' V�v IAI�Av�A�Iv Iv� 1 \1 pfV(\1/)1�1A11�)1 r' `'�l'-•" -�V N/�� wv '� v V �J/ cVAVA\Vwvv„ w; �—� v \vw��� '/ 1 /� ''''v�N „=C).
\i\Avv lVw� . �Av ,/ V1 l )�Q AAA \ V) 1 v o , �� d A� �V ^I I- \I A'h �'\VAv vvAv� V� 'w\�� v� )� VA /
\ v ( \ t\� V �, v A vvvv ��v A' v
f �w`\v\�wwv /� ��1t�1V vl�wA� A)1j1�)i Ti' o •e �� > �.a �-��`i`v�� v 1 I l'_� \� n� t\v �����_�,�_�_����Vv ��Aw�� —V • v�AI
'/ v�'v`Avvvv L VAAv t 1( 1 Vvv r ^
hv�� v� Av�v0v vvvv' �vJ\lljllllr�l �v)P - ) v 1 1 vY� __�� vv�v v�vvvvvvv �_v �v
„vvv,v,,.v-w, y� . 1 ` _y..�11 )1/, a( e V �x� >1�v Qr A \v �VAAVAVV� �A
vv l r \ \
1 � v,V\v\=^ vAA\\A 1(1 ( lv A „ S ,0&- s- _/ A \ ( \ ��v ���� wvvvv�Av VAA Vvv��_r �� 'V�
\`v\vv� Qv� VAA y\) I�1`' v I v /� �� cC --. _ /1 A / - - v ���v �,, \ \ VS Vvv�� vv �'�vv
����� mowvv � vAvv vv v A�� vv , , �`l� i/1 / / ' � )v �� �v s V�oV s( vUV111 \vw \V �
v'�v ��A� N` / ( \ �� �A A\VAA ��\V ,'-,`�IAI1 A, "" •c.,-5�?- �i ///".IIL.4--„,1"(.� 1� / /l * � -, L,. �v�A A A\�\ti�/\1l1 )yA\! VA vw vvAA '- V A I
vvvAv AV-. vA�A l A') �-' ; VA 2\ \�lll Avv��� 1 � % r i/�°< c- �� r j<jn �v �f( �V 1� A �� AVAA� �z
vvv\ysv wv �\( / �) wA�M.\ A��l Vy=r � -���� .) d /�// /// .� ( �'( (Sl one ,�ha. �. �l\11( \ L��v\� ) 1 vA1V le 1l \I 1
\� ����A1�'1VVA\ \VA/ / >/ VAVVv�A.AV AA� 1v ?=w�5\ L `�� ___,/
/// /v (a f'- '""S„�r A .�1�V < � A s A Atv; A� vv �Vv VAS
\2-\\v_vVAh �Vvvv'Vr j y,t�VA\�vAAl �F� �= 0� ! �// r_ _ �V`V V AAAV AV\V1A\A\1vvA ▪ I >>(
V AA\ Vv�--1 1t V�yA\ v -� V.v-Z ^v /��/ v_`� � JoA)"- �� o-�)l( \ \AV11\�\VAVV V Avv �vvv�\v�����vAv��
vv Vim-- v\ VA _. yAV i l�vvv vvv 1 vv : '�- o oNv ��� A\) \ A\ vv� vv v v
vvZ VAVv AI^ AA V A (()15�'S 'C� k \ VAAAv.� ��v �/i//GZ �v'''. �� -,a )01 ,g,' I-_mod �s� v-\ `v AA I \VAAAI V VAA� -A�AN -,2, I � � �
\ylvv-,d3evV -�����', v` vvv�vv���-v� vv �/. )- - v �- �.� � 1, �- t� � c�� v1vvvv�vIvywtivvw�� v���lvv vv11 �.v l ( \..- .. v N, '-`
Tv�� / v�\v v v5 / ��s ,`I
. vv ��.� I�� , A -vv�wv�7,-,,A��r'F ) ,,, VAVA (\A'S( v;-�7<..1- \ .,� t,'C��l/ �� \� -1 A ( Vv�lVAlwvA�\V ) /V A\\ ( I � IT
'-,� \VA�/\V Av� r-'A�\l1A\\��\tom 1)A AA'mot\rf 11-�//1 ter /�71 \V ��� A�\ems�:.�� , )����77� / 11 \) ( \ ,,AAVA VA�=(��A_A, ,\lllA y A v ' 0 O
�wwvv v�v���AVIv vy �A\y „..v�a �� w v AA7�A v 11�1°v
vv\vvvvv v��v�\yvy�v�v`o! j))�v����ll �1v�O1 1 /`-�.<1^(ll S ° 'i, 1 V,, 7 o v� �/ ��-�i I v )I� 111� VVA_)�ilyAVI�A VAV�IIVI VvIA V m
,v.\\VII\I1 v A0\y0\v V`,vv 1 VA vNvi // ! ,. 1. v„A° , ,A >, ,1 A ��v �l o
v 1 All \ \ AA\ V Al \ �l A.( \ \ lv A \ \r 7,O s� _` `is' A O �'C ! ( \ A V A\ V A
V\A�AAI(11 w �All�y\gvVw VvV A)vA\VAAV\\VAwy� 1 Il 1 \. V 91A ^v Invi_ 1 h/ 1� / V ,„., „ ' 1 ( V�A VA A VA A VA VA
\l�y1,1 L 'V VA�vA V A 5 A V A ! .,vV"„ l A V \VA \VA W
\\�VI11j A A A �1VAvAV\pAy�tV)V�VAA1 lAVvA�\VA\��� /U\ I 1v V. A \_ �� AvAA,....., „ o ��vv v„O� v �n �� e 0 (\v v V AVAA V AAA V VAA cc o
;1Ill�� ^\ /• / - V AV�vA\�\V AA vA1Nv v 1 AA t A\ \ ° Vvv a I I V >lAA \ \ \ \v\ CDC INSPECTIONS HOTLINE:
vvA 11�A VA1 AA A Al \l\ 1 A 0 1 A V A l� \v \V\ VA t v�/yl ill)/ 1 \ v V \ \ VA A
\�l\����� 1/ /\ \ ��I,\\\\l!` 1 )1\ \\A1�1\ 1 \ \ \ \\ ;tit . f. \ \\ '\1 \ \ \\\\\\\ 828-771-4755 [e-mail] 1
�'`. h \ \ 1 V*),\\( \\ \ \ \ \ A \A �O \\� \ r7 /5 A/ \ \ \ \ a
\1\\
\u�\11\\�\\\ \ \\ \\ 1 7 1N'''' ♦♦//t�
V l ,A ll vvvA AVVAVAVA\, AVA , AA _/��? /-i e 1 y A AI\A I ' IIIP' '11j v!
III1�1\„„,\ \0\\ \\\\ \\/ \ \ 1 \ \ v \ iS t) i s o �\ ( \\ I � J o
//,....,,,, ,\,,,,,„,,-...-..„---,-,:-. ,,,;„\\\\\ 11\\\ 1 \ \ , \ 81' o 1111
'/I lA `� \\v VA�VAv 1 VAV AAV�\VA�A V AVA \ \ V AA\,'
V AV 0 1 / o
VA ti ,, VAV A�\ \A \ AA A A , (r t)ti , ( r A A ( \/' ��� ��
w`�'�(wvwwvvw��wvv\��A`\vvvV v v.I OTHERS) u�= �� i/ �I- ' I a H
\\\\�\\\\\\\ \\\\ \\\\\1\\\ APPROXIMATE LOCATION OF PROPOSED SEPTIC FIELD(BY \� `\ •`F 1 H'V (41.1) , / \\^ ` \ W
��wvA�\ Aw\\VwvA�Av\ VA�( V �� �� V a ��V A Av ` =v�� (�� m
\ \ \ \ t \ l\ \ - \\\ r.1. \ J 0 , ./IL'')
// Know what's ore
\\ \\ \\ \\ ) \'C \\\h\ - ` (r I \\ - Call beforedi .
\\".�.-\ / \ v\ . ,ir\ 7.,,\y\ tl` \ Ise �" you9 NORTH
\` \ �)`a l 0 °\\\\� \ °\(7,1c Cl(�\1 j(I (, DRAWN BY: AGO
l0\ \ \ 1 �� �\tl \ \ / CDC PROJECT NO.: 22329
v y/ e \` \''\l'. 1 i a` SET PERM-NO. xxx
UTILITY PLAN
GRAPHIC SCALE
50 0 25 50 100 150 SHEET
( IN FEET)
C601
1 inch= 50 ft.

H
2'�tmv B-
wmm
WALK/MDTH \/ RESERVED C.,m s' '4 m
_ _ RESERVED
ED, PARKING 6 '.1
PAVEMENTf112
REFER TO PLAN _ / \ PARKING a6w z
6,. PAVEMENT DETAILS 3
SCORE PER PLAN 1.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR w
3"RADIUS 12"x18" DECREASE WITH VARIOUS SOIL CONDITIONS.A GEOTECHNICAL m
1/4' PER FOOT _ �•
� i INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS
p+ -_ x SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING
1 � VAN DETAILS ARE MINIMUM PAVEMENT REQUIREMENTS.INCREASED E
ACCESSIBLE RECOMMENDATIONS ARE TO BE USED.
�� a
I — A ' 2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR d
MAB PENALTY SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE
4"WASHED STONE BASE �� \ / f2so MATERIAL.WHERE EXISTING REMOVED
DE MATERIALS ARE (a
COURSE(#57 OR#67) UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH 'E _
j/ SURFACE COURSE COMPACTED SELECT MATERIAL IN ACCORDANCE WITH N
COMPACTED SUBGRADEJ GEOTECHNICAL RECOMMENDATIONS. V
BASE COURSE �I —•( a
CONCRETE WITH 6"X6"/ 4 V A O V 60"MIN 0.080"ALUMINUM HANDICAP PARKING 3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY j N G
6" 12 x6 SIGN.BOLT WITH 5/16"CADMIUM CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL ;
1.4x1.4 W.W.F. - ACCESSIBLE PLATED BOLT,NUTS AND WASHERS. REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED. U�U ;
NOTES: /� REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY OWNER.
/
1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND.
NOTES: GALVANIZED STEEL"u"POST 4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO OWNER FOR
2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF WITH WEIGHT OF 2 LBS/FT, PRIOR APPROVAL.ALL JOINTS MUST BE SEALED WITH AN
PROVIDE SEALED 1/2"EXPANSION JOINTS AT 40'-0"O.C.AND UNIFORM TRAFFIC CONTROL DEVICES(MUTED)PUBLISHED BY THE FEDERAL HIGHWAY r "\ EXTEND INTO GROUND APPROVED SEALANT.STEEL REINFORCING SHALL BE USED AT
AT RIGID STRUCTURES: 1"DEEP TOOLED JOINTS AT 8'-0"O.C. ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. JOINTS.REFER TO ACI 330R(GUIDE FOR DESIGN AND
12"x9" MAX PENALTY CONSTRUCTION OF CONCRETE PARKING LOTS)FOR JOINT DESIGN 0
TURNED DOWN SIDEWALK DETAIL STOP SIGN DETAIL
$250 AND LAYOUT.
D2.OI D2.02 NOT TO SCALE _./ GROUND SURFACE 2"ASPHALT
NOT TO SCALE
24" 7 WEARING COURSE <i
t -1 1/2"ASPHALT
BINDER COURSE
NOTES: 6"COMPACTED w
1. RESERVED PARKING SIGN SHALL INCLUDE A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE. Z AGGREGATE BASE U
2. SIGNS SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND. W I— COMPACTED SUB
2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION"VAN ACCESSIBLE". 0 W
COLORED TOOLED/SERRATED SLIP 3. ALL SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF > GRADE
STANDARD DUTY ASPHALT DETAILRESISTANT SURFACING AND/OR TACTILE Q 2
WARNING DEVICE AS REQUIRED BY UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. d SCALE:NOT TO SCALE
AMERICANS WITH DISABILITIES ACT U
ACCESSIBILITY GUIDELINES AND CODE J
ACCESSIBLE PARKING SPACE SIGN p(
D2.03 W ASPHALT C
NOT TO SCALE = y. _ WEARING COURSE p \V
1:10 MAX.SLOPE PAINTED YELLOW Q r g T , it T `'l
N ` "wi ew iT' IA.), 2"ASPHALT
a STANDARD ACCESSIBLE 1, 00�0 4�J „`'phi' BINDER COURSE
BOLLARD WITH ACCESSIBLE PARKING SYMBOL PAINTED , 1 �I 8"COMPACTED
PARKING SIGN,AS REQUIRED. ON PAVEMENT.PAINT mG'�a Gam . • AGGREGATE BASE
� COLOR TO BE PER THE I11�II 11109-4 COMPACTED SUB
\ AUTHORITY HAVING
JURISDICTION. GRADE N V`
20'-0" HEAVY DUTY ASPHALT DETAIL I
ex SCALE:NOT TO SCALE 2 5 S 6
NC m o
D RECOMMENDED
BY GEOTECHNICAL
/ SLOPE CONSULTANT o A, _4 ,
1:12 MAX (RE:REI NOTEFOR 3 AG _
5"3,000 PSI CONCRETE
/ 4"COMPACTED .`_cPCY
.IDEWALK RAMP r AGGREGATE BASE
- 4"STRIPES @ 24"O.C.AT Z
46 DEGREES.PAINT W COMPACTED SUB
COLOR TO BE PER THE 2 GRADE
J A AUTHORITY HAVING LU STANDARD DUTY CONCRETE DETAIL w JURISDICTION. Q Z' n \
Q. SCALE:NOT TO SCALE 1 o
BOLLARD m w RECOMMENDED S N N \
PAINTED �\
YELLOW / PARKING SYMBOL
� SYMBOL PAINTED ON U BYNSULTAHNICAL f Z
PAVEMENT.PAINT COLOR TO BE Z CONSULTANT n
t_� PER THE AUTHORITY HAVING U (RE:NOTE 3 ABOVE) `
JURISDICTION. m U
6"3,000 PSI }
1:10 MAX.SLOPE REINFORCED CONE
PAINTED YELLOW 4"PARKING SPACE STRIPE. TREATED 2 X 8 WOOD CAP ,11111111,i
BOLLARD WITH PAINT COLOR TO BE PER THE w/GALVANIZED WOOD SCREWS 6"COMPACTED Z �� i�
ACCESSIBLE PARKING AUTHORITY HAVING A AT 12"OC STAGGERED, AGGREGATE BASE Q A\ •NNE,' z
SIGN AS REQUIRED JURISDICTION. COUNTERSINK HEAD
COMPACTED SUB n die
P, 9'-0" / .��I SI MPSON GALVANIZED D2.04 ADE W Q g w o Z _
HEAVY DUTY CONCRETE DET/�� _
FRAMING ANCHOR SCALE:NOT TO SCALE -U�"' uto Zak 9
A34(TYP) U°I V`°.'i\ G",°Q.\ ,�`
ce
I, TREATED 2 X 4, Ce '•—L����\ \"
NOTE: ATTACH w/GALV.
ALL ACCESSIBLE RAMPS AND ACCESS FRAMING ANCHOR O
AISLES SHALL MEET ALL CODES AND I — TO POST _ `I
D2.05 ADAAG REGULATIONS. w
-wi Zo
ACCESSIBLE PARKING DETAIL OPEN SPACE b
18' —I
NOT TO SCALE pi II
GALVANIZED
WOOD SCREWS, .. 8"4000 PSI CONCRETE
COUNTERSINK ' ^ d SLAB WITH #4 REBAR
HEAD �VI '4 12"O.C. EACH WAY
M,FINISH GRADE , FINISH GRADE ,� ' O V
l�1�MMI'• :MIS ��
' ¢ 44
i �,(/ \ a a 8 CABC STONE Q
.I �I� II,
4000 PSI CONCRETE III
0ae e -
8'4000 P51 CONCRETE
w SLAB WITH#4 REBAR
,�,�..��:``'' d 12"O.C.EACH WAY 0
_yal. EN 4"CRUSHED STONE ti de " 6"DIA.STEEL BOLLARD
12" ��; 12" a ,, A ad (TYPICAL)(SEE DETAIL) M z
j/j a
LJJ
B 5'-10" A SECTION A-A 1 a'd Z
4" ELEVATION 18' ° a w 12" 12" 4" a d
A �- - { A PRESSURE ° 'a a° e M I�,i
1 PRESSURE TREATED 2 X 4 a a 4 °
TREATED 2 X 4 PRESSURE TREATED(5) 0
a.< 1 X 6 VERTICAL BOARDS
SIMPSON GALVANIZED d
B" FRAMING ANCHOR A34 45 MITER CORNERS OF 4 1
• ON UNDERSIDE OF 2x4's 2 X 8 TOP CAP A a ° ° a a
PRESSURE TREATED d ° ..
4 0
4 X 4 POST a e ''
NO.4 REBAR a
0
N
B PRECAST CONCRETE WHEEL STOP 3" PLAN , ° o
4 4 GENERAL NOTES: d a°
w
17 a ,, 4
1. PRESERVATIVE PRESSURE TREAT LUMBER WITH WATER-BORNE PRESERVATIVES TO COMPLY WITH AWPA C2 AND C9, N
° " RESPECTIVELY.AND WITH REQUIREMENTS INDICATED BELOW.
, a '4 . A. PRESSURE-TREAT ABOVE-GROUND ITEMS WITH WATER-BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 DRAWN BY: ASS
PCF.
B. PRESSURE-TREAT WOOD MEMBERS IN CONTACT WITH THE GROUND WITH WATER-BORNE PRESERVATIVES TO A CDC PROJECT NO.: 22329
II II Na4 REBAR MINIMUM RETENTION OF 0.40 PCF. 1'MITER(TYP) SITE DETAILS PERMIT NO. u�z
Il ELEV: AA 17 EMBED IN PAVEMENT 6"MIN. 2. FASTENERS: OF SIZE AND TYPE INDICATED THAT COMPLY WITH THE FOLLOWING REQUIREMENTS. PROVIDE HOT-DIP p DUMPSTER PAD DETAIL,
ZINC-COATED FASTENERS PER ASTM A 153 OR AISI TYPE 304 STAINLESS STEEL FASTENERS. D2,00
ELEV: BB NOT TO SCALE
D2.06 WHEEL STOP DETAIL DUMPSTER FENCE DETAIL SHEET
NOT TO SCALE D2.O7 NOT TO SCALE
C921

F3 H
i N Es
z
a=wQ IIWu
SIDEWALK SURFACE B Q6" tROUNDED ' uCONCRETE CAP .2 ,-I./1 .,,
X � X
A GRIND Lg¢ ° ° 1/2"i I�\ n
SHARP EDGES a3. ° 1/8"RAD. f `JOINT
FILLER E
6"0 SCHEDULE 80
STEEL PIPE FILLED TRANSVERSE EXPANSION JOINT Q
WITH CONCRETE AND
PAINTED YELLOW (Da TRANSVERSE d
a23
EXPANSION JOINT
j PROPOSED SIDEWALK �' _
(CONC.4000 P.S.I.MIN.) a- SEEkIES °PLAN. GROOVE SURFACE VARIES -.-_ `— =.(A[
JOINT (SEE PLAN) 1/2/FT. › y 0 ;
SLOPE TO DRAIN U 0 U
TOP OF PROPOSED N '" a"WASHED STONE BASE
PAVEMENT ° o' °
'� -°
ids a0
. i/i_ TYPICAL SECTION
N.T.S.
PLAN VIEW
�
4.000 P.S.I.CONCRETE
NOTES: N
(2)#4x12"ANCHORS O
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 40 FEET. CI i:
� 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. w
N
jj 3. A GROOVE JOINT 1"DEEP WITH 1/3"RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK
0
AT 5'INTERVALS.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT 40'INTERVALS.A 1/2"
1'-6" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. (10)
IAMETER m
4. 6'x6"/1.4x1.4 W.W.F.REQUIRED IN ALL SIDEWALKS. Z
STEEL BOLLARD DETAIL D2,10 SIDEWALK DETAIL m
D2.09 NOT TO SCALE
NOT TO SCALE
Eil 2(
3 6
o
o a
EL" SPACING 4,4-..- ,
1XB7
r _ _ - - - - FRONT 2X4
TOP VIEW n w
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING W N
BETWEEN TENANT PARCEL AND ADJACENT PARCEL.THEN
B'-O"MAX.POST SPACING LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANTS PROTOTYPE CRITERIA SET PLANS AND ANY -
4"MAX APPLICABLE GOVERNMENTAL REQUIREMENTS.
■SPACING o
1 111
iii ■ iiiii 111111
i i i i i i i i }
k 14x4 4z4 , Z-,
`\ i iii�i
iX8 i1IIIIIIIIIIIIIIIIII
1X8 I2z4 o 2z4 I ■ ■ ■ ■ ■ ■ ■ ■YELLOW
N¢ ■ ■ ■ ■ ■ ■ ■ ■ ■ -% ■ ■ ■ ■ ■ ■ ■ ■ O „ � ,o
- - - - - -11 III=1r -III II III=III=11 III=III=11E III=III=11 III=III- 71III=III=1''
�_ i III II iiH T= =1i�T=III=1i�T= TEr11 I =T�
n=11E111 - III IIEIII=III-11E1111=IIL-11 FIII-III-11E1111-III= - =III_Ilr REARVIEW
El I=III=11 III=III=11EI11=III-IIE11E111OI E111 _ 11
STRIPING LEGEND --_ a M- ---M-III---ITT-1-
YELLOW SURFACES SHOULD BE CLEAN, DRY m 11EEI'I I I1111 - IIIIIII 1.N WOOD TO BE TREATED PINE.USE GALVANIZED NAILS FOR
CURBING AND METAL SURFACES FREE OF HEAVY -III ¶_-=_ I111 FASTENING.
AND RUST 2 COATS SHERWIN WILLIAMS - III I I II I{5F 2.NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BOLLARDS - KEM 4000 ACRYLIC ALKYD ENAMEL FRONT VIEW -i1111€ BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
PARKING LOT SAFETY YELLOW B55Y300 _ I I III _
ILY 10 `_-WF I-III=_-W-11 II 0
STRIPING - SURFACES SHOULD BE CLEAN, DRY. lLVEJO,IIL ' II-II EIIF' -
PARKING LOT TOP COAT SHERWIN WILLIAMS - -rY-111-"� -11Fu1
PROMAR TRAFFIC MARKING PAINT
YELLOW TM5495 PRIVACY FENCE O s
HANDICAP SURFACES SHOULD BE CLEAN, DRY. D2.12 z
STRIPING - TOP COAT SHERWIN WILLIAMS - NOT To SCALE LJJ
PARKING LOT PROMAR TRAFFIC MARKING PAINT "H.C." W
BLUE
Z
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY W
CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) M
D2.11 AS WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED LL o
BY UTILITY COMPANY O
A ._
J_
_ Q
H o
W
DRAWN BY: ACC
CDC PROJECT NO.: 22329
SITE DETAILS SEX PERMR NO. xxx
SHEET
C922

E�, GENERAL EROSION CONTROL NOTES CONSTRUCTION SEQUENCE a GROUND STABILIZATION =14 2 'S 2 s
SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME a `�a
Y GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE TIME FRAME FRAME EXCEPTIONS o L N 5
w'4 n
aaQ 1. ALL GRADING AND SOIL EROSION CONTROL MEASURES ON THIS SITE MUST BE AUTHORIZED WITH REQUIREMENTS OF HAYWOOD COUNTY&NCDEQ.THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE C.,m_ m_m
S% V BY PERMITS ISSUED BY THE CITY OF MARIONALL SITEWORK SHALL BE IN ACCORDANCE COMPLIED WITH FOR ALL WORK. PERIMETER DIKES,SWALES, 7 DAYS NONE a C i u y C W 0
WITH ALL LOCAL,STATE,AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS
NOTES O _= IN THE PROJECT TECHNICAL SPECIFICATIONS. DITCHES,AND SLOPES ,$y Z Z Z
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. <a i a n
= 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING,EROSION CONTROL, HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE ¢3
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE Cl 2. NOTIFY NCDEQ LQs INSPECTOR 48 HRs BEFORE PROJECT STARTS. 3
TRUCKS. F F LAND DISTURBANCE,AND ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIORm yyy��� TO BEGINNING CONSTRUCTION.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILI2ATIDN nu_g� 3. FLAG WORK LIMITS. SLOPES GREATER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR
BY ALL CONSTRUCTION VEHICLES. 1°0 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER,THE OWNER, LESS IN LENGTH AND ARE
2 4. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
9. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT •j AND THE CITY OF MARION THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR NOT STEEPER THAN 2:1, E
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS° a a"' TO BEGINNING WORK. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT14 DAYS ARE ALLOWED
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. E� TO UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S EXPENSE. 5. DEMOLITION
CONSTRUCTION FEATURES.ENTRANCEINSTALL WITH CULVERT AND INLET PROTECTION IL NEEDED DURING
DEMOLITION OF SITE ALL PERIMETER SILT FENCE AND SI LTSOXX. Q
/� 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED CONTRACTOR. SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES
/ CLEANED UP IMMEDIATELY. ^ 6. CALL HAYWOOD COUNTY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES BEFORE d 23
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF PROCEEDING WITH CLEARING,GRUBBING,AND GRADING.NO MAJOR GRADING ACTIVITIES OR BASIN GREATER THAT 50'IN LENGTH
/ 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND CONSTRUCTION ARE TO TAKE PLACE DURING WET WEATHER OR PERIODS OF PREDICTED WET V)
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY Q .°1
/ WEATHER. I.E.,HURRICANES.
• FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS ALL OTHER AREAS WITH 14 DAYS NONE(EXCEPT FOR O
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS 7. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS(SLOPES GREATER THAN 3:1) SLOPES FLATTER THAN 4:1 PERIMETERS AND �
,./.." BE DETERMINED BY THE ENGINEER. 0 AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO HOW ZONES) _ Ti
OR 14 CALENDAR DAYS(3:1 OR FLATTER). AFTER FINISHED GRADE ARE ESTABLISHED,TEMPORARY =•7[
/ G 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED cc
i CONSTRUCTION. SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING > N Q
S BY THE ENGINEER. 0 RATES PER ACRE. *EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON U C.) 3
/ J O
/ '�. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES LL 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
CONTRACTOR SHALL APPLY FERTILIZER AT RATES COMPLYING WITH RECOMMENDATIONS FROM A
.. 1 = . F DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM
/ FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. O Z CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE (SECTION II.B(2)(B))
/ ' '- iZy O W REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES,AS SOIL TEST.
"34,':;'.,. 1 ";) > = WELL AS THE PROJECT PLANS AND SPECIFICATIONS, AT THE CONTRACTOR'S EXPENSE. FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE: (IIIII)
a RYE GRAIN 120 LBS 2)BUILDING WASTE HANDLING
O I„I 7, THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE SWITCHGRASS 50 LBS(OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE)
O F CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT • NO PAINT OR LIQUID WASTE IN STREAM OR STORM DRAINS.
811, 48 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE ENGINEER AT LEAST 72 FOR SUMMER SEEDING ADD:
GERMAN MILLET 40 LBS • DEDICATED AREAS FOR DEMOLITION,CONSTRUCTION AND OTHER
';{ t Q HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES. WASTES MUST BE LOCATED 50'FROM STORM DRAINS AND
O EcSTREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
1 ) I- 8, EROSION CONTROL IS A FIELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT FOR FALL ADD: • EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50'FROM
r y FENCES,TEMPORARY SEDIMENT BASINS,AND ALL OTHER MEASURES MAY NEED TO BE RYE GRAIN 120 LBS ry
Cl) Z ADDED IN ADDITION TO THE APPROVED PLAN AS NECESSARY.MEASURES SHOWN CAN AND STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE. U
CLASS 'A' STONE r O SHOULD BE ADJUSTED R ASSURE MAXIMUM PROTECTION LONL SITE.CONTRACTOR SHALL IF HYO OF 1,000ING IS USED,WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE ALTERNATIVES
MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
(� ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS. RATE LBS PER ACRE.
WITH SURFACE WATERS,WETLANDS,OR BUFFERS.
8 IN. MIN. DEPTH A,R' y
G J 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALL Qz
NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES. 8. INSTALL INLET PROTECTION BY THE END OF THE WORKDAY FOR ALL CONSTRUCTED STORM WATER
O INLETS.SITE MUST BE STORM READY BEFORE ANY EXTENDED BREAKS IN CONSTRUCTION ACTIVITIES -
2 INCLUDING WEEKEND. 3)DISCHARGES TO FEDERALLY-LISTED WATERS
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A 9. INSPECT AND CLEANOUT STORM WATER SYSTEM BEFORE BRINGING ONLINE • REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT. CI)
Co UTILITY COMPANY PERFORMS THE WORK. • THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF m
10.MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE DIRECTOR OF DWQ DETERMINES THAT OTHER SEWS PROVIDE Z
11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED,FERTILIZED AND MULCHED EQUIVALENT PROTECTION,
ACCORDING TO THE SPECIFICATIONS NOTES IN THE PLANS. SITE STABILIZATION IS A 11, REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA.
PERFORMANCE BASED REQUIREMENT,AND THE SITE WILL NOT BE ACCEPTED UNTIL
PERMANENT VEGETATION IS ESTABLISHED TO THE SATISFACTION OF THE ENGINEER. 12.NOTIFY NCDEQ LQS INSPECTOR WHEN PROJECT IS READY FOR A CLOSE OUT INSPECTION. 4)SELF-INSPECTION REQUIREMENTS p m
SHEET 1 OF 1
1607.01 12. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN 13.FILE FOR NPDES NCG010000 E-NOTICE OF TERMINATION WHEN FINAL CLOSE OUT INSPECTION REPORT • SAME WEEKLY INSPECTION REQUIREMENTS.
ACCORDANCE WI H NPDES PERMIT.MAINTENANCE INSPECTIONS SHALL BE PERFORMED IS RECEIVED FROM NCDEQ LOS. • SAME RAIN GAUGE&INSPECTIONS AFTER 0.5"RAIN EVENT.
WEEKLY AND AFTER EACH RAINFALL.ALL REPAIRS NECESSARY SHOULD BE MADE • INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS
IMMEDIATELY AND IN STRICT ACCORDANCE WITH CITY OF MARION STANDARDS AND 14,REQUEST FINAL APPROVAL BY HAYWOOD COUNTY.
NPDES PERMIT.CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS HOURS."
FROM PLANS FOR PREPARATION OF FINAL RECORD DRAWINGS, • RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON-SITE
PERMANENT SEEDING MEASURES DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS
13. ALL SLOPES GREATER THAN 2:1 SLOPE AND OVER 5'IN HEIGHT SHALL BE CERTIFIED BY A APPROVED. F
LICENSED PROFESSIONAL AS REQUIRED BY THE CITY OF MARION. 3 •
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON N i
ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDEQ& REQUEST. -3
14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL HAYWOOD COUNTY. THE FOLLOWING APPLY TO AREAS WITHIN NCDEQ PERMANENT SEEDING MIXTURE AREA$1M: • ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED w o
UNDER CERTAIN CONDITIONS. _
PERMIT FOR ANY OFFSITE BORROW/SPOIL AREA. CONTRACTOR MUST PROVIDE COPY OF ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND
PERMIT TO THE CITY OF NATION INSPECTOR PRIOR TO CONSTRUCTION. SEEDING MIXTURE: • CONDITIONS RECORDED ON NUDES SELF-INSPECTION AND
15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED, AN APPROVED GRADING PERMIT SPECIES RATE(LB/ACRE) SELF-MONITORING COMBINED FORM LOCATED AT 5 o
MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF HTTPS://DEQ.ENERGY-MINERAL-LA/ABOUT/DIVISIONS/ o a
ANY LAND DISTURBING ACTIVITY TALL FESCUE 100 ENERGY-MINERAL-LAAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
PANICUM VIRGATUM 10
16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95%MAXIMUM REDTOP 5 5)IMPLEMENTATION OF NEW PERMIT CONDITIONS
DENSITY(STANDARD PROCTOR),SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH KENTUCKY BLUEGRASS 5
AND DEBRIS, AND BE PROPERLY BENCHED AND DRAINED. • PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE
NURSE PLANTS: TO FOLLOW THE PREVIOUSLY-PERMITTED CONDITIONS.
17. ALL FILL MATERIAL,UNLESS A PERMIT FROM RODEO DIVISION OF WASTE MANAGEMENT TO BETWEEN MAY 1 AND AUG.15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.PRIOR TO • COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3,2011 CAN
OPERATE A LANDFILL IS ON FILE FOR THE OFFICAL SITE,SHALL BE FREE OF ORGANIC OR MAY 1 OR AFTER AUG. 15,ADD 40 LB/ACRE RYE(GRAIN).IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN FOLLOW CONDITIONS OF APPROVED APPLICATION.
OTHER DEGRADABLE MATERIALS,MASONRY,CONCRETE AND BRICK SIZES EXCEEDING 12 LATE SUMMER AND OVERSEED THE SWITCHGRASS IN MARCH. • APPLICATIONS RECEIVED AFTER AUGUST 2,2011 MUST COMPLY 0 0
INCHES,AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A WITH NEW PERMIT CONDITIONS. 5 n W
LANDFILL BY THE STATE OF NORTH CAROLINA. SEEDING DATES: N ,. W
BEST POSSIBLE
EROSION CONTROL MAINTENANCE NOTES: BELOW 2500 FT: AUG. 15- SEPT.1 JULY 25-SEPT 15 6)CONDITIONS IN EROSION&SEDIMENTATION
MAR.1 -APR.1 MAR.1 -MAY 10 CONTROL PLANS ,,(�
1. INSPECT EROSION CONTROL MEASURES ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL, ABOVE 2500 FT: JULY 25-AUG.15 JULY 15- AUG. 30 `-' z
CONTRACTOR TO INSPECT MEASURES FOR COMPLIANCE WITH PLANS AND DETAILS; INCLUDING MAR.20- APR.20 MAR.5-MAY 15 • DESIGNATION ON THE PLANS WHERE 7 AND 14-DAY GROUND
SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF STABILIZATION REQUIREMENTS ON THE NPDES PERMIT APPLY. ›-
MEASURES. COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST-FACING • DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH J
SLOPES. THE SURFACE-WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT i ,
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT ARE LOCATED. Z `�� A/4,�'',
AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. SOIL AMENDMENTS: O \'\` ° 7h,4'%3.
APPLY LIME AND FERTILIZER ACCORDING TO THE RESULTS OF A NC DEPARTMENT OF AGRICULTURE SOIL TEST ,p o O �
3. WHEN MEASURES ARE FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY TO BRING
MEASURE BACK INTO COMPLIANCE WITH PLANS AND DETAILS. MULCH: W -Qe ¢o Z K
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING
8'MAX 4, IF MEASURES ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL MEASURES MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED in 'U Z<°zY\'\
'1 STEEL POST STEEL POST AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. W 'S'°°< G,e?\'`�
VARIABLE AS DIRECTED BY ENGINEER ANCHORING METHOD ON STEEP SLOPES. \T`
PLASTIC OR WOVEN WIRE FABRIC CC i ° P
III MI WIRE TIES(TYP) 1 5. CONTRACTOR TO REMOVE MEASURES AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE MAINTENANCE: %/��� ° F'�
MIN.10 GA.LINE Ini IIII�■1PRI■■■■■■■ .IIi II SILT FENCE FILTER FABRIC STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER. MOW NO MORE THAN ONCE A YEAR.REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
in RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY.
WIRES(TYP) IIII IIII U.
1111�■11■■■■■■■■111=11I el
III I■V1■■II■■■•■■PI■0IIII• MIN.12-1/2 GA. 'tea
'.■■ INTERMEDIATE
nlMEN■M�� mi WIRES(TYP) �v3
•IIII ��IIII _ PIPE OUTLET TO
FILL SLOPE PIPE OUTLET TO FLAT AREA
WELL-DEFINED CHANNEL
IIII NO WELL-DEFINED CHANNEL
I
LW r EX.GRADE +'�
1161
• i-• /N
WOVEN WIRE FABRIC EX.GRADE ANCHOR 12"LONG SKIRT IN A A +o •
SILT FENCE FILTER FABRIC TRENCH 8"DEEP AND 4"WIDE* o 401001014•
0111611
;5s`%r SIDE VIEW 13ao _ S OO AIAtg
FRONT VIEW 'MOAN
PLAN •�y fb O IT
CONSTRUCTION NOTES: MATERIALS NOTES: PLAN m z
La
1. CONSTRUCT THE SEDIMENT BARRIER STANDARD 1. USE A SYNTHETIC FILTER FABRIC OF LEAST BY La ',=-
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER WEIGHT OF POLYOLEFINS OR POLYESTER, IS WHICH IS O o W
FABRICS. CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS o Z o
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, jX
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES WHICH IS SHOWN IN PART IN TABLE 6.62b OF THE `�'P 4"'
'R r w
NOT EXCEED 24"ABOVE THE GROUND SURFACE. (HIGHER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND A W. 0. "TH ' o M �i
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO DESIGN MANUAL. S �L.° CC po
CAUSE FAILURE OF THE STRUCTURE.) 2. O
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET FILTER BLANKET FILTER BLANKET o
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM I.
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID OF 6 MONTHS OF EXPECTED USUABLE CONSTRUCTION LIFE SECTION AA SECTION AA r I
JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY AT A TEMPERATURE RANGE OF 0 TO 120'F. NOTES:
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST 1. La IS THE LENGTH OF THE RIP RAP APRON,
WITH 4'MIN.OVERLAP TO THE NEXT POST. 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM IS ...IO
LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. 24"DEEP IF STONE IS CLASS II)
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO 3. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN - CC( o
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE FACILITATE FASTENING THE FABRIC. ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE L
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BANK,WHICHEVER IS LESS. S
BOTTOM OF THE TRENCH. FASTEN THE WIRE 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP ...
RENFORCEMENT,THEN THE FABRIC ON THE UPSLOPE SIDE FABRIC,USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND AND SOIL FOUNDATION. r/�
OF THE FENCE POST. WIRE OR PLASTIC TIES SHOULD A MAXIMUM MESH SPACING OF 6 INCHES. 5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL. P1
HAVE A MIN. 50 lb TENSILE STRENGTH. 6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD.
NOTES: ANGULAR AND WELL-GRADED.
5. EXCAVATE A TRENCH APPROXIMATELY 4"WIDE AND 8'• 7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE BY: AGO
DEEP ALONG THE PROPOSED LINE OF POSTS AND USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT RECEIVING CHANNEL OR SLIGHTLY LOWER. DRAWN DRAWNCDC PROJECT NO.: 22329
UPSLOPE FROM THE BARRIER. EXCEED 1/4 ACRE AND NEVER IN AREAS OF 8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT ROUGH GRADING AND EROSION XXX PERMIT NO. xxx
CONCENTRATED FLOW THROUGHOUT ITS LENGTH.
6. PLACE 12"OF THE FABRIC ALONG THE BOTTOM AND SIDE
* FOR REPAIR OF SILT FENCE FAILURES,USE No.57 WASHED 9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNELCONTROL DETAILS
OF THE TRENCH.
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE STONE. AS AN ANCHOR WHEN SILT FENCE IS PROTECTING
CATCH BASIN.
FILTER FABRIC AND COMPACT. THOROUGH COMPACTION
OF THE BACKFILL IS CRITICAL TO SILT FENCE CD
RIP-RAP APRON SHEET
PERFORMANCE.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 9 31
SILT FENCE NOT TO SCALE
NOT TO SCALE

H
4'MAX W M N W e
O=w Q W 7 W LL
WOVEN FILTER FABRIC 411
N10.T�TOP,FRAME,AND GRATE SHALL i
a i uiiWIRE FENCING 2"STEEL ANGLE SET <
BE PLACED ON TOP OF BRICKS 18"IN GROUND ¢3
STEEL POST -
8'MAX. STEEL POST STEEL POST
WIRE FENCING WIRE FENCING
___ NCDOT#5 OR#57
_ CLASS RIP RAP M- _
IINNNNNNNNNi2....NNNNN VIBE WASHED STONE tl���®�tl�
i�illlllNNNNNNNNNN,NNNNNNNNi■IIIN�i #5 WASED STONE L a
NIIII!®NNNNN®@NNNEMISI EIMINESCINE peg , oe i-_� c
1119iiiiilO�7iiiii®iiF■®0®i®Ills 5 r3 ,s Sxrt -
-I IIIM�f-,-,-__ ___ o�_ .�Ili� - BRICKS TO ALLOW r 1 Q
1 e" 2.1 SLOPE,
f� _ _ DE-WATERIIyIG� - _, f GRAVEL FILTER a
= THROUGH VOIDS
III N
-N pb �-4 . ° _,gy,, _ Q -
1-..1��.L�' c",uro......(D,ma G.0.,Doom oowe,m.s1 =.N C
IIIII, AINTENANCE NOTES: — G
3
1. INSPECT CONCENTRATED FLOW OUTLET ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL.
CONTRACTOR TO INSPECT CONCENTRATED FLOW OUTLET FOR COMPLIANCE WITH PLANS AND DETAILS;
INCLUDING SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF
CONCENTRATED FLOW OUTLET. 3'-4' 19 GAUGE HARDWARE CLOTH
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT (1/4 MESH OPENINGS
0
AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS.
3. WHEN CONCENTRATED FLOW OUTLET IS FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY BRICK WITH 4"SPACES
TO BRING CONCENTRATED FLOW OUTLET BACK INTO COMPLIANCE WITH PLANS AND DETAILS. BETWEEN BRICKS TO ALLOW
TEMPORARY SEDIMENT POOL DE-WATERING THROUGH VOIDS
4. IF CONCENTRATED FLOW OUTLET IS FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL n _ i
MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. \\ 'Y-. 0 ry
U
5. CONTRACTOR TO REMOVE CONCENTRATED FLOW OUTLET AND BRING AREA TO GRADE ONCE ��y � .®■®■ N
CONFORMATION OF SITE STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER. _ "e W
® CONCENTRATED FLOW OUTLETS-SILT FENCE 'Sv ���v� ���/ ia® SEDIMENT ai/VN/ii// r/N/// iii
NOT TO SCALE \ \�
,- ti) i
CONSTRUCTION NOTES: 5, 5, m
1. LAY BRICK ALONG TOP OF CATCH BASIN WITH 4'SPACES BETWEEN BRICKS. SET FRAME AND GRATE ON BRICKS.
FILTREXX®SILT SOXXTM FILTREXX®PYRAMID STAKING DETAIL
(2)2"x2"x48+"HARDWOOD 2. CAREFULLY FIT HARDWARE WIRE OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS AROUND CATCH BASIN TO HOLD
0"HEADWIDTH WOODEN STAKES,WRAPPED TOGETHER GRAVEL IN PLACE.
STAKESPLACED 10'ON CENTER NTH 16 GUAGE WARE,10'O.C.
FILTRExx®SILT SOX,' 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
(SEE PLANS FOR SIZE) 2"x2")<}6"HARDWOOD STAKE, SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.DOT#57 WASHED STONE IS RECOMMENDED.
10'O.C..STARTING 5'FROM
AREA TO BE PROTECTED ANGLED STAKES 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS S
WORK AREA ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. 3 _ o
5. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. -
6. THE STRUCTURE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AFTER EACH STORM 1 - o
EVENT AND REPAIRS MADE AS NECESSARY.
SECTION MEW O a
7. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE
MINIMIZED.
2"HEGDWIOTR WOODEN
STAKES PLACED to'o.c. 8. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY
COMPOST SOCK CONNECTION/ATTACHMENT DETAIL STABILIZED.
AROTECTEME STAKE ALTERNATE STAKING OPTION 9. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIREDT.T UNDER THE WASHED STONE
0 FILTREXX®SILT SOXXT' OVERLAPPING SECTIONS STONE INLET PROTECTION M
(SEE PLANS FOR SIZE) FORM CONNECTION _�� N N
,�� 410 r,,
CLOSED END NOT TO SCALE
FLOW ■or , A
J■ • _ n
WORK AREA ■ J Z
Z LNG
TOP VIEW 18' mllfl O \xx\" "'°V.v7h,'x� 1.
NOTES: ��.f I!b.f.=, `0; M"d"vvx:K
1 ALL MATERIAL TO MEET FILTREROWSPECIFICATONS. rm. O oo p
2.SILT SOXX'x FILL TO MEET APPLICATION I RY1&°Fall ..u . . W _aeN o:
3.COMPOST MATERIAL TO BE DISPERSED ON SITE,AS u� 'm '"` - - ",
DETERMINED BY ENGINEER. ^� m rui*AL m�vue � : ; _U°,W G,--_�
W 'S'°v0\ a e 4 \
0Cr
\ \
U.
_ Caz
Z
0
O
O O
tt
VJ o
J_
ifig Q o
o
W
C
DRAWN BY: ACC
ROUGH GRADING AND EROSION CDC P XXX PER MR-
NO..RM 223XXX
N
CONTROL DETAILS
SHEET
C932

MINIMUM TRENCH WIDTHS z i 1F 1 w F. F
> m�
ALL NON-FERROUS UNDERGROUND LINES PIPE DIAMETER MIN.TRENCH WIDTH a i-- i''c
OUTSIDE BUILDING FOOTPRINT SHALL BEo L.°'v.�
FINAL BACIFI 12" 30' GENERAL NOTES FOR STORM w
REQUIRED TO HAVE AMAGNETIC-TYPE C_m m m W
(SEE SPECIFICATION FOR i y w
WARNING TAPE INSTALLED IN THE 15" 34" a W LL
COMPACTION REQUIREMENT) 1. ALL STORM INSTALLATION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY MCDOWELL COUNTY. O�` O
BACKFILL AT LEAST 6"BELOW GRADE. $H i i i
18" 39" ALL ALL REQUIREMENTS
SHALL N ACCORDANCE WITH ALL LOCAL,STATE,AND NATIONAL REGULATORY STANDARDS a u i a u
AND ALL IN THE PROJECT TECHNICAL SPECIFICATIONS. <3
24" 48•'
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED STORMWATER, AND ASSOCIATED NON-GRADING W
30" 56" PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING CONSTRUCTION.
%/\ EXTERNAL DOWN SPOUT
\�\\ NEENAH R-1975-8 SCORIATED LID SEE ARCHITECTURAL
p2 36" 64" HANDHOLE FRAME&LID - ( 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER,THE OWNER,AND RK,AN LL
a F M LETTERED"STORM"
2z\\\',�\\�-��T�/�j, z 42" 72„ OR APPROVED EQUAL PLANS) COUNTY.THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING WORK.ANY WORK E
w
;/\\j'\\\/\\/\ /\\\/\j,,, ¢�" COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE 6"UNIVERSAL DOWN SPOUT
� �� FINISH GRADE CONTRACTOR'S EXPENSE.
\'\\\\\\'" \ 48" 80"
U� /j�/j�%�T�/j/\/jy/j�Tj� �a ! /\/ / CONNECTION PLUG Q
a �\ �,\\/\\ 54" MM" r� �\\\\ //` (FERNCO USDS-6P OR d/��//\/4 / // 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED CONTRACTOR.
so '''\/y �'>,�, w aMil
w. �� \//T\/\\�\\ /Va\i\ APPROVED EQUIVALENT)
m 60" 96" ,�\ / 5 CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL aye
� J a 6"DOWN SPOUT COLLECTION UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE
�}°" 4"THREADED PIPE(CONTRACTOR TO LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE C CD wpm CLEAN-OUT PLUG COORDINATE WITH ARCHITECT -
�O MAXIMUM COVERLi'
�.,/ NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR V -
J FOR ANY SUPERCEDING DOWN LOCATION PRIOR TO CONSTRUCTION. •y C a
tt 45°BEND SPOUT CONNECTION DESIGNS •j
t W1TO PIPE CLASS CLASS CLASS 01 o
INITIAL BACKFILL DIAMETER I II III 45'WYE BRANCH OR AND LOCATIONS) 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION. (�Q(•) ;
(COMPACTED TO 98% r 45'BEND AS REQUIRED ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE
(1111)
SPRINGLINE OF STANDARD PROCTOR) 12" 43' 28' 20' ' p BY SITE PLAN 41011,
PROVIDE STONE BEDDING CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE
HAUNCH 15" 43' 28' 20' w 3 FROM 6"BELOW PIPE TO TOP AGENCIES,AS WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE.
OF PIPE FOR FULL TRENCH
(COMPACTED TO 98% �� WIDTH. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY
OF STANDARD PROCTOR) 18 43' 28' 20 ,, IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT 811,48 HOURS BEFORE CONSTRUCTION
BEDDING 24" 34' 23' 17' BEGINS.NOTIFY THE ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
' �® ��� OFOMPACTED STANDARDTPROCTOR) 30" 34' 23' 17' ' 1.O�MIN. I s 45'BEND(TYP) B. EEROSION CONTROL IS ROSION CONTROL MEASURES FIELDPERFORMANCE
TO ASSURE CONTRACTORAXIMUM HALL INSTALLF THE SITE.MAINTAINCONTR ANY IS
36" 34' 23' 16' SW (AS REQUIRED) RESPONSBLE FOR EROSION CONTROL MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL
SUITABLE 42" 34' 23' 16' STORM PIPES AND APPURTENANCES..
FOUNDATION
48" 31' 21' 15' NOTES: 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALL NECESSARY EROSION AND Cj
m
I i MIN.TRENCH WIDTH SEDIMENTATION CONTROL MEASURES.
(SEE TABLE) 54" 31' 21' 15' 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE SAME MATERIAL AS THE DOWNSPOUT COLLECTION PIPE.SEE
PLAN FOR PIPE SIZES.CLEAN-OUT WYE TO BE SAME DIAMETER AS LATERAL.RISER,PIPE AND 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE y
0 0 60" 31' 21' 15' THREADED PLUG TO BE 4".
2. WHERE CLEAN-OUTS ARE LOCATED IN SIDEWALKS OR PAVEMENT,CAST HANDHOLE LID IN PLACE AND U ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. Qz
a m "ASSUMED PIPE BACKFILL IS PLACED AND FLUSH WITH FINISH GRADE. 11. ALL HIGH DENSITY POLYETHYLENE(HDPE)CORRUGATED STORM SEWER DETENTION PIPE SHALL BE TYPE"S"
COMPACTED TO THE REQUIRED 98% 3. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR ANY SUPERCEDING EXTERNAL DOWN SPOUT HANCOR SURELOK ADSN12 OR APPROVED EQUIVALENT WITH WATER TIGHT JOINTS MEETING AASHTO M252, �
OF THE STANDARD PROCTOR COLLECTION SYSTEM CONNECTION DESIGNS AND LOCATIONS M294 OR MP7.ALL HDPE PIPE IS TO BE INSTALLED ACCORDINGLY TO MANUFACTURERS SPECIFICATIONS AND IN wy
NOTES: ACCORDANCE WITH ASTM D2321 WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC LOAD AREA SHALL BE U
24"FOR 4"-48"AND 18"FOR 60".PIPE MATERIAL SHALL MEET THE PRODUCT SPECIFICATIONS OF ASTM F667
DOWN SPOUT COLLECTION PIPE AND CLEANOUT AND SHALL HAVE A SMOOTH WALL INTERIOR.FOR ALL STORM SYSTEMS,WORK MUST BEGIN AT THE LOW
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND D4,03 POINT OF THE SYSTEMS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY VARIANCES FROM EXPECTED
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",AND THE PROJECT SPECIFICATIONS. NOT TO SCALE CONDITIONS. m
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN REQUIRED. 12. CURB INLET FRAME,GRATE AND HOOD SHALL CONFORM TO NCDOT 840.03E.DROP INLET FRAME AND GRATE
3. FOUNDATION• WHERE THE TRENCH IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SHALLICONFORM TO TRNCEAM 840.16.MANHOLE FIELDRINGINLET COVER SHALL CONFORM TO 840. STANDARD THROATDOATIL LETS
OPENING RM O UPSTREAM.04 M AND LID TO CONFORMDIDITO NCDOTI8 T.OPEN INLETS
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH BOTTOM TO CONFORM TO NCDOT 840.04 WITH A MANHOLE RING AND LID INSTALLED IN THE TOP FOR ACCESS TO THE
MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. STRUCTURE. SET ACCESS POINT ADJACENT TO A STRUCTURE WALL AS TO ALLOW ACCESS TO STEPS.
4. RFDDING° SUITABLE MATERIAL SHALL BE CLASS I,II,OR,III.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO 13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
ENGINEER.UNLESS OTHERWISE NOTED BY THE ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4'•(100 mm)FOR 12"-24"(100 mm -600 mm); SPECIFICATIONS FOR ROAD AND STRUCTURES(LATEST EDITION).CONCRETE SHALL BE CLASS A OR B,4000
6"(150 mm)FOR 30"-60"(750 mm- 900 mm). PSI MINIMUM,MEETING THE REQUIREMENTS OF SECTION 900,CONSTRUCTED IN ACCORDANCE WITH SECTION
825.MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 940,CONSTRUCTED IN ACCORDANCE WITH '^
5. LAUNCHING/INITIAL RAFKFII I• SUITABLE MATERIAL SHALL BE CLASS I,II,OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN SECTION 830 AND/OR 834. w - o
OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS - _
REQUIRED IN ASTM D2321,LATEST EDITOR. 14. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS LABORATORY
UNDER ALL PAVED AREAS. _
6. MINIMUM COVER: MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS)IS 12"FROM THE TOP OF PIPE TO GROUND o
SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION.FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H,IS 12"UP TO 48" 15. COMPACTION REPORTS MUST BE PROVIDED TO MCDOWELL COUNTY STORMWATER SERVICES DIVISION INDICATING p
DIAMETER PIPE AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP THAT FILL HAS BEEN COMPACTED TO NOT LESS THAN 95%MAXIMUM DENSITY(STANDARD PROCTOR). o-
OF RIGID PAVEMENT.HEAVY CONSTRUCTION LOADS MAY REQUIRE ADDITIONAL COVER TO PROTECT THE PIPE.CONTRACTOR TO VERIFY THAT
CONSTRUCTION LOADS WILL NOT DAMAGE INSTALLED PIPES AND PROTECT INSTALLED PIPES IF REQUIRED.
7. MAXIMUM COVER' MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO THE TOP OF THE PIPE,AND SHALL BE
LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL.
SHDPE TRENCH INSTALLATION DETAIL FEET OR LESSINOW DEPTH)E INTERMEDIATE FEETE TYPE (T IN P INTERIOR)
D4,OI (5 ) (5 FEET TO 20 FEET IN DEPTH) w
NOT TO SCALE 3 0
w
W1 S
E -k -J ,.,. -1 ,0 ,Sj�fy;� f z
�� o
STANDARD STANDARD aZ ".REINFORCED
6"MIN. ,, STEPS 16" STEPS 16"ON ••- • `CONCRETE SLAB
ON CENTER CENTER J �.y�
/\ / REBAR(TYP) Z \-�
12" "> 6"MIN. O \"‘�\`\ N/vj4
I , ; REBAR(TYP)11_,
;4. `O.O°`°.°° ��'..r . II �^ i. W i z_��p,•4 • �• + MIN. WASHED 1 U°(d�+Q�''. L0'.• • -� STONBEDDING •3 `T MIN.6' WASHED W �Y°•"a p F,�'.< To/, STONEBEDDING %, �P�I.!iDiI
. 15'MINIMUM at D;�` '"gECi.�\
1 3"DIA.DRAINS UNLESS SPECIFIED 1O
6"ABOVE FLOW LINE OTHERWISE 0
LL
\ / SEE NOTE'A' SEE NOTE'A'
1 ; `. SIDE A''• -L A ��
12 RIPRAP APRON _
( ELEVATION o
LW2 6"MIN. .• '',• o p
6"MIN. in
FRONT ���41 0 4 -
NIL AIIII
FIFVATION HEADWALL DIMENSIONS(METAL PIPE) :.
NOTE: USE NEXT LARGEST SIZE FOR CONCRETE PIPE. MIN. 6"WASHED ;is• •• ••ly„1: O o
STONE BEDDING MIN 6"WASHEDIT
STONE BEDDING Cu z
REBAR(TYP) INSIDE SQ.FT. 0 -
DIAMETER W1 W2 H1 H2 D E WEIGHT BASE NOTE 'A' W
OF PIPE AREA Z
FOR CURB INLET: FRAME,GRATE&HOOD PER D.O.T.STD.840.03E 0
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 W =,'
7.34 FOR CONVEX INLET: FRAME,GRATE&HOOD PER NEENAH CONVEX 5'
I T� I INLET GRATE R-2577 O
21"-24" 3_8" 6_1" 1_9" 3_8" 1_6• 2_3" 2,100 9.90 60"
45' NOTES: ...1L
30" 4'-2" 7-2" 2-0" 4'-2" 1-10" 2'-9" 2,850 13.50 I
D 6" 1. CONCRETE SHALL BE 4000 PSI MIN.FOR ALL PRECAST (I) a
t 36" 4'-8" 8-4" 2'-4" 4'-8" 2-2" 3'-3" 3,700 17.65 CONCRETE CATCH BASINS. >" -I
6 SLAB THICKNESS O p
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED - J
1 42-48 5-8" 0-10" 3-3" 5-8" 2-11 4'-3" 5,600 28.60 TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE m AND REINFORCEMENT
o N
MANUFACTURER. I 36�• FOR SOIL AND
TRAFFIC LOADING BY a Q o
54"-60" 6'-10„ 11,_B" 3,_6, 6,_8" 3•_4• 5,_2" 7.500 36.27 .'`r: w 3. "WAFFLE"BOXES ARE ACCEPTABLE FOR SHALLOW TYPE V - AN ENGINEER
CATCH BASINS UP TO 10'DEEP PER D.O.T. p rc
PLAN 8,500 40.00 > W
N m
4. PRECAST CONCRETE CATCH BASINS SHALL CONFORM TO SLAB DETAIL "(2,
C so 44.00 NCDOT STD.840.02. m
NOTE: DRAWN BY: AGG
NOTE: 1.4000 PSI CONCRETE STANDARD PRECAST CONCRETE CATCH BASIN DETAILS FOR CDC PROJECT NO.: 22329
D4.04 DETAILS
PERMIT NO. xxx
1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.STANDARD N0.838.39 REVISION A. GRATE INLETS,CURB INLETS,AND JUNCTION BOXES STORM DETAILS
2.WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE DOES NOT CONTACT STREAM WATER. NOT TO SCALE
SHEET
D4.02 REINFORCED CONCRETE HEADWALL C 941
NOT TO SCALE

GENERAL NOTES FOR WATER gill g .2 s[
H
°<iF3N xJe
u
°.,m, rn
SHEETED OPEN SHEETED OPEN 1. WATER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE i-`` i w
TRENCH TRENCH TRENCH TRENCH LOCAL Ul1UTY COMPANY.ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, IA w G w'/' C
APPROVED ABOVE GROUND HEATED Z✓ STATE,AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS IN THE PROJECT a i w i i i
ENCLOSURE(SEE DETAIL) BACKFILL MATERIAL
APPROVED ABOVE GROUND HEATED BACKFILL MATERI L TECHNICAL SPECIFICATIONS. <3 n
iF ENCLOSURE(SEE DETAIL) COMPACTED IN 6"LIFTS COMPACTED IN 6P LIFTS
r A 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED WATER PERMITS AND N
24"MAX z MAX 26.MAY 12 MAX - ASSOCIATED NON-WATER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
F ] RESPONSIBLE
MEM CONSTRUCTION.
KM
-CON RA TOR RES ON BACKFILL MATERIAL BACKFILL MATERIAL
-CONTRACTOR RESPONSIBLE FOR COMPACTED IN 3"LIFTS Mg NM P
PROVIDING ELECTRICAL CONNECTION COMPACTED IN 3 LIFTS 3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER,THE OWNER, E
TO HEATER ENCLOSURE II- AND LOCAL Ul1UTY COMPANY.THE ENGINEER SHALL PERIODICALLY OBSERVE THE PROGRESS
PI PI OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER INSPECTION. THE Q
1=1L CONTRACTOR SHALL FURNISH,SECURE,AND PROVIDE ALL NECESSARY TESTING MATERIALS,
C 1 EQUIPMENT,PROCEDURES,AND CERTIFIED LABORATORY TEST RESULTS FOR USE WITH d
( ROW FLOW() I VARIES 1 1 6- ENGINEERS FINAL CERTIFICATION OF COMPLETION.ANY WORK COVERED PRIOR TO UI
FLOW lAllOr^�`_Iljl� FLOW UNDITM URGED BOTE: ENDISTURBED ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE �,
EEARR BELL HOLES NOT SHOWN EARTH
V OVERCUT EXCAVATION CONTRACTOR'S EXPENSE. C a rn
loll' -� -,`•ll�l $TANDARD EXCAVATION 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED UTILITY CONTRACTOR. �U
METAL SUPPORT.� e I SLOP�TO SHEETED OPEN 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND 2 o 0
BRAIN SHEETED OPEN TRENCH TRENCH ;
MOUNTING L TRENCH TRENCH 4� ELEVATION FOR ALL UILI TIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY (,� (,� 3
J �C �� BACKFILL MATERIAL CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
/FLANGE BACKFILL MATERIAL COMPACTED IN 6"LIFTS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
•
0
* - ° °" COMPACTED IN 6 AND IT IS THE CO
LIFTS CONSTRUCTION.
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
VARIES
- „ . - 1, PLAN
NOT TO SCALE c MAN 6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING CONSTRUCTION.
DRAMFLOOR o SLAB MOUNTED HEATER SPRING LINE OF PIPE ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY
'AEI -CONTRACTOR RESPONSIBLE FOR GROUT PIPE IN OVERSIZED SPRING UNE OF PIPE Ill IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE
PROVIDING ELECTRICAL CONNECTION OPENING.
ENCLOSURE OREIWEEN
TO HEATER ENCLOSURE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE.
SOTE: CONCRETE(TYPICAL) i Mill
WASHED STONE Mai
SEE WATER EXTENSION PLA NET PAD SIZE PAD SIZE PAD SIZE WASHED STONE EMBEDMENT 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
SHEET FOR WATER LINE SECTION AA SIZE A B C WT. (Lbs.) (LLxmx) (xmm) (mcE) EMBEDMENT CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY ULOCO AT 0 ry
ORIENTATION NOT TO SCALE 1 ADDITIONAL WASHED STONE FOR
1 33 13 8 35 45 25 6" uNDjSTURBED 1-800-632-4949GINEER OR 811,72 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE a
1 1/2 35 19 10 70 58 29 _ 6" EARTH UNDERCUT EXCAVATION ONLY ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES. 0
AS DIRECTED BY ENGINEER
NOTES: / 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND ::::'
2 37 3/16 22 1/16 12 1/2 270 58 29 _ 6" CONSTRUCTION OF TRENCHES STANDARD EXCAVAIONJIN WET CONDIIONS UNDISTURBED MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
3 41 11/16 25 9/16 14 305 89 39 _ 6" SHALL BE IN ACCORDANCEEARTHPROTECION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL 0 VARIES 4 50 7/16 32 5/16 17 3/8 490 103 43 6 REGULA IONS. CONTRACTOR WITH THE LATEST OSHA u UNSTAST ESCAS TYP MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL WATER PIPES AND6 59 11/i6 38 9/i6 21 1/4 860 117 53 _ 6" SHALL BE RESPONSIBLE FOR IN UNSTABIE 50115 TYPES APPURTENANCES.
COMPLIANCE WITH ALL8 69 3/16 46 1/16 26 1250 135 53 _ 6" APPLICABLE REGULATIONS. 9. ALL WATER LINES AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC
PLUMBING CODES AND THE NCAC RULES GOVERNING PUBUC WATER SYSTEMS.COORDINATE
10 84 3/16 58 1/16 30 1720 157 55 5" NO BOULDERS OR STONES EXACT LOCATIONS OF SERVICE LINES AND APPURTENANCES WITH THE ARCHITECTURAL,
IN EXCESS OF 4"IN SIZE PLUMBING,AND LANDSCAPING PLANS.
NOTES: SHALL NIIAL BACKFIL U AS SED
OF THE TYPICAL TRENCH DETAIL
1. ENCLOSURE SHALL BE COMPLIANT WITH ASSE 1060 STANDARDS FOR CLASS I ENCLOSURES, D6.OI 1D. CONTRACTOR TO PROVIDE 5'MIN.LATERAL SEPARATION BETWEEN WATER LINE AND OTHER m
INCLUDING HEAT SOURCE AND INSULATION.ENCLOSURE SHALL BE BFPRODUCTS,INC.MODEL NOT TO SCALE UNDERGROUND UTILITIES.SEE DETAILS FOR GENERAL NOTES CONCERNING WATER MAIN
4Rle, #270-APD,G&C ENCLOSURES,INC.MODEL WATERSAFE-1S,OR APPROVED EQUIVALENT.MOUNT PIPE BEDDING MATERIAL INSTALLATION REQUIREMENTS.
DRAIN(6"x6") ENCLOSURE TO PAD/FOOTER USING SUPPLIED ANCHOR BRACKETS. SHALL BE#57 WASHED
REQUIRED DISCHARGE PERFORMANCE STONE.
FLOW RATE(GPM): 200 2. CONTRACTOR RESPONSIBLE FOR ENSURING THAT ENCLOSURE PROVIDES A MINIMUM OF 12" 11. A 3'COVER DEPTH SHALL BE MAINTAINED FOR ALL PROPOSED WATER LINES,ANY
FREE CLEARANCE BETWEEN SIDES AND BOTTOM OF THE ENCLOSURE AND THE BACKFLOW NECESSARY FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER AND THE CITY
ISOMETRIC VIEW DETECTOR ASSEMBLY. INSPECTOR.
12. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10'OF A CROSSING IF:
A. SEWER LINE CROSSES OVER WATER,OR
D6.04 BACKFLOW DEVICE INSTALLATION IN ABOVE - o
�r B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18".
GROUND HEATED ENCLOSURE MAINTAIN 10'HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID IN -
SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"ABOVE THE
NOT TO SCALE TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND SANITARY SEWER. ¢ - °
f 12"MIN
INSTALLED 13. MAINTAIN 18"VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER OR THE WATER o B.
BY OTHERS MAIN MUST BE CONSTRUCTED OF FERROUS MATERIALS FOR A DISTANCE OF AT LEAST
A A 10-FEET TO EITHER SIDE OF THE CROSSING.
EDGE OF PAVEMENT/BACK OF GUTTER 24" METER BOX t PLAN 14. MAINTAIN 5'HORIZONTAL DISTANCE BETWEEN WATER LINES AND THE DRIP LINE,AT
(CAERE APPLICABLE)
T
MIN MATURITY,OF TREES AND OTHER SHRUBS.
FINISHED
GRADE THREADED BRASS NIPPLE 15. LOCAL UTILITY COMPANY OWNERSHIP AND MAINTENANCE ENDS AT WATER METER AND/OR
ROADWAY 12"MIN.LENGTH THE FIRE LINE ISOLATION VALVE. WATER SYSTEM BEYOND IS TO BE PRIVATELY OWNED AND " "'
MAINTAINED. n L"
WATER METER BOX N N o
1"MUNICIPEX 16. METERS, VAULTS,AND FIRE HYDRANTS ARE TO BE PLACED IN RELATIVELY FLAT AREAS. NI
_ SERVICE LINE
(INSTALLED BY OTHERS) 21.5" 17. BRASS FITTINGS MUST BE LEAD FREE PER NCAC REQUIREMENTS.
NI II 1 17
L 18. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS n z 5
NOTES: ',�i���-i,.i�.., NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION.
co WATER LINE PVC SLEEVE SHALL BE REQUIRED FOR ALL ).-
SERVICE LINES INSTALLED UNDERNEATH THICKNESS 1.25" 19. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED J
SIDEWALKS OR OTHER PERMANENT STRUCTURES. THICKNESS 1.25" SOILS LABORATORY UNDER ALL PAVED AREAS. Z .X ' ' 0\
ELEVATION VIEW THICKNESS.375" O n/ey�'.,
STRAIGHT YOKE VALVE ITS" .375 MIN. 24" 20. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS U" X%
PVC SLEEVE DIAMETER SHALL BE AT
EDGE OF PAVEMENT/BACK OF GUTTER 3 LEAST 1/2 LARGER THAN THE OUTSIDE (LOCKABLE)AT YOKE METER FURN.HEDAPPROVED DUAL 30" FOR PREPARATION OF FINAL RECORD DRAWINGS. o 0 ned%
(WHERE APPLICABLE) SI DIAMETER OF THE COPPER SERVICE LINE. INLET. BY WATER CHECK VALVE W -¢, Z
DEPARTMEN 21. PRESSURE TEST WATER MAINS TO 200 PSI MIN.AND 250 PSI MAX.DISINFECT WATER LINES
�' MINIMUM LENGTH OF BRASS NIPPLE 1� L�1� !__ AND PROVIDE ACCEPTABLE BACTERIOLOGICAL TEST FROM A CERTIFIED TESTING LABORATORY > _U,e 0:-
TAPPING SADDLE& SHALL BE 12 INCHES(12'). T '.I I'bL FOR USE WITH THE ENGINEERS CERTIFICATION OF COMPLETION. W :-Y'• o ,�°�:\
CORPORATION STOP 12" ILL 11�` 1 6„ ��,°A F1 Q\�
WATER METER BOX / 1 ' � I 22. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE WATERCt �',ON "gF-�`�
PROPERTY UNE Os
��4� ' t SYSTEM PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY LOCAL UTIUTY COMPANY.
(� APPROVED YOKE BAR SERVICE WILL BE PROVIDED ONCE FINAL CLOSEOUT SUBMITTALS HAVE BEEN APPROVED BY
\ROADWAY - 'G��lbh- SERVICE LINE+ f THREADED BRASS NIPPLE TO EXTEND LOCAL UTILITY COMPANY. LL.
\ #57 WASHED STONE
J w THREADED BRASS NIPPLE C T OUTSIDE METER BOX 12"MIN.LENGTH.
3 APPROVED EXPANSION CONNECTION 23. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE
I SERVICE SADDLE WITH OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING
CORPORATION STOP 2"X4"XB"BRICK PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM
0 90°SPACING REQUIREMENTS. THE DEVICES SHALL BE LISTED ON THE UNIVERSITY OF SOUTHERN
i �. ) OFCION A-A CALIFORNIA APPROVED ASSEMBLIES. THEY SHALL BE INSTALLED AND TESTED(BOTH
NOTE: INITIAL AND PERIODIC TESTING THEREAFTER)IN ACCORDANCE WITH THE
3 MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL
PROGRAM, WHICHEVER IS MORE STRINGENT.
THIS DETAIL WILL APPLY TO ALL DOMESTIC WATER SERVICE TRANSFERS
PLAN VIEW AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS AND SHOWN ON THE
ENGINEERING DRAWINGS. 24. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL
PUBLIC LINES WHERE THRUST RESTRAINING IS REQUIRED; HOWEVER,THRUST BLOCKS
3/4"WATER METER BOX ARE PERMITTED WHERE CONNECTIONS ARE MADE TO EXISTING WATER LINES OR WHERE A
D6.02 TYPICAL WATER METER NOT TO SCALE THE USE OF MECHANICAL RESTRAINT IS NOT FEASIBLE.
INSTALLATION D6.03
NOT TO SCALE /�0 IT
/�
IJJ z
W
Z
W
CC o
O
(I)
0 0
_
Q
o
W
DRAWN BY: AGO
CDC PROJECT NO.: 22329
XXX PERMIT NO. xxx
UTILITY DETAILS
SHEET
C961

H
<i(SN De
u
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE OR MIXCONCRETE uL sNERUT O.m rum
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. R i w r 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. Identity leaks and repair as soon as feasible,or remove leaking equipment from the y ter' _ ` '?�� 4 w . i A
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
? airi a3
delegated authority having jurisdiction.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). ••� m
5. Remove leaking vehicles and construction equipment from service until the problem .1C-, __
has been corrected. g y. "�"`
SECTION E:GROUND STABILIZATION niv% ... "`���' aT;giSSY
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ! sir 2._ E
Required Ground StablllxaHon Timeframes era _m rue =�'`D•�'�
• to a recycling or disposal center that handles these materials. LI
Stabilize within this ��� �� �:,w'4rsi�"7. a
Site Area Description many calendar Timeframe variations cwv �ggYl� erm trc
m.
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. b.
la) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS -i-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 C)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 ins barrier and within
If slopes are 10'or less in 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 project
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 er50 feetfromes 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. a
spills or overflow.
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 TOILETS 9. Remove leavings from the washout when ata proximately 75%capacityto Omit 0 �
GROUND STABILIZATION SPECIFICATION gs P
1. Installmsort ble wetlands
nl level there is no atern least 50 feet away yroinstorm le.If drains, overflow events.when Replacelo lohe nger functional.
baWhsnrothen alterrative or pr m
Stabillxethe ground sufficiently so that rain will not dislodge the soil.Use one of the 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 Pmmansmt9tabllbatlae 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. t' t' m
•Nydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products 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 •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
•Structural 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 w
•Rolled erosion control oducts with as seed available. poisoning. co
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 3 _ o
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. orsurfale or where they may spill or leak into wells,stately ter drains,ground water -
1. Select flocculants that are appropriate far the soils being exposed during 3. Provide stable stone access point when feasible, surface water.thesemaf a spill occurs,clean area Immediately.
-
onstruction,selecting from the NCDWR List of Approved PAMS/Flocculents. 4. Stabilize stockpile within the timeframesprovided on this sheet and In accordance 4 Do not stockpile materials onsite. ci _ Yil
a
0
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 ffi
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 0 a
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND WASTE
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.
offsite.5. Store fiocoulantu in leak-proof containers that are kept under storm-resistant cover , NORTH CAROLINA Y.7 y 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. -3-l::" Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 ; M w
PART III PART III PART III r
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•"7 r'. r1
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. ',-�
which it is safe to perform the inspection.In addition,when a storm event of equal to or (a) Visible sediment deposition in or wetland. ., cy�.o .
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the business&SC plan shall be kept on site and available far
W Q: .v
inspection tall times during normal hours. _
performed upon the commencement of the next business day.Any time when inspection (b) Oil spills if: •
were delayed shall be noted in the Inspection Record. Item to Docameea oowmentanoe Requirements • They are 25 gallons or more, > _ • Z vi
la)Each E&SC 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, Lii ' �`((0� O r• :\_``
aspen (during normal Inspection records i•usr include. and does not significantly deviate from the of the approved E&SC plan or complete,date Theyca se sheen on surface waters)regardless ofvolume),or
-py ••E. ' VA
business hours) s lOcat1011,dimensions and relative elevations and sign an inspection report that lists each '
---
PI ass,gauge oiry boar cos an aimnu_ _ 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). 0
cold working halloo/Pdoasgaand uge cn tradeservations are o individual day ainfall1ng information is plan.This documentation upon the
rider cord the cumulative rain measurement for those un- initial installation of the E&SC measures or if Um
attended v+(anti the will determine a a site mspecgon 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
moved by ee wvuee may use arorher rain-monitoring crevice (Ref:40 CFR 302.4)or G.5.143-215.85.
lb)A phase of galling has been completed Initial and date a copy of the approved E&SC
tot EavE At least once per 1.Identification of Me measures inspect., plan complete,date and sign inspection
meaevres 2.w report toIndicate completion or the (d) Anticipated bypasses and unattidpated bypasses.
and within 24 3.
construction phase.amrmMofwhetne•the easuree
were operating lq Ground coverts located and installed Initial and date copy of the approved DISC
24 hours own 5.Peso-no accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliancewith the conditions of this permit that may endanger health or the
6.Description,evidence,and date or corrective actions taken. plan. report to indicate compliance with approved environment,
(3)Mormwmer At least once per 1.Identification of Me discharge curtails inspected, ground cover specifications.
discharge 7 calerdar days 2.Date and time of Me
ruifalh(SDCx) (d)The maintenance and repair Complete,date and sign an ire ection report 2.Reporting Tsmeframes and Other Requirements
and Me perform inRmr,pollution
requirements for all E&SC measures After permitted becomes aware of an occurrence that mart be reported,he shall contort on
rang or suspended oimseor discoloration,as oil have been performed. rhea teDivisionr regional within the timeframes and in accordance with
za hours.o lnM S.In Indication of visible sedimentieavng the site, le)corrective am n appropriate egiona -
6 Description,evidence,and date of corrective actions taken. onshavebeenWken n a,complete,
wed E&sc other requirements listed below.irOccurrences otside normal business hours may also be
to Per...•of acme site limit:,Mn a record to E&SC measures. elan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(BOO)
site following report indicate the mpktion of the
and within MI 1.Actions taken to clean up or stabilize the sediment that has left corrective ion. co 858AT68' O
hours ot a rain Me e limas,
inch In caption evidence,and dam of corrective actions taken,ad 2.Additional Documentation to be Kept on Me Occurrence Reporting llmeeeames(After Discovery)and Other Requirements
24 hours on as to Me actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment •within 24 hours oral or elect notification. z
Is)staams•. sea visible sedimentation a site and available for inspectors at all times during normal business hours,unlessthe deposition in a e •Within 7 rolendor days,a report that contains la description of Me W
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.
cam ore following mall the nImo. this requirement not practical: stream on staff my waive the requirement for a written report on
accessible)
wh a hours of a min 1.Description,evidence and dam of corrective made,
am t case-by-case basis. fe
ct blel event_ID inch in appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it k received. •tithe stream is named on the NC2D(m list as impaired for sediment- W
24 hours Regional Office per Pan III,required reports to Me (2Ka)of this pectic related Doses,the permitted may be required to perform additional
J
Ih)crouna m :e ng(nmil.ter reorimeier tasC mod...Peaces orepply more stringent practices listed M
f a (h) Records of inspections made during the previous twelve months.The permitted shall CC V
stabilization measures oga ire measures,cleatingone grubbing,f installation record the required observation on the Inspection Record Form provided by the determine that additional requirements are needed wassure compliance O 0
eaevvity,costructction ormiedevem all
pment,erwanert Division or a similar inspection form that includes all the required elements.Use of Wou Mefedemlorst oralte imwlred-wasters conditions.
8
electronically-available records in lieu of the required paper copies will be allowedg taleasl spills and • Within lO einfoan or electronic notification.The notification
shown toe equal access and utility es the heeds records. release of shall include information about the date,time,nature,volume and I
measures have hem prov d. provideq ity hard-copy hazardous location of the spill or release.
substances per Item umoramr or an a::uana Met theywaits Para as ;DoarmeMatioo to be Retained for Three Years o
stun asp�i e. All data used to complete the a-N0l and all inspection records shall be maintained far a period •
1(b){q above
NOTE:The rain inspection resets the required7 calendar day inspection requirement. of three years after project completion and made available upon request 140 CFR 122.41] (c)Anticipated A report atlmrtan dnYsbefoze Me date pjthe hypos;if possible. O ,-
bypasses lop CFR The report shall include an evaluation of the anticipated quality antl
122.41(m)(3)] effect of the bypass. w Q
PART II,SECTION G,ITEM(4) (d)Unanticipated • With inda hours,an oral or electronic notdiation. 0
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR[LOSE OUT bypasses fen CFR • within]calendar days,a report that includes an evaluation of the rc
122.41(m)0H quality and effect of Me bypass. w
(e)Noncomptunce • Within20 hours,an 2ral or epttronic notification. /�
Sediment 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 whit the conditions . µprof,mere,a report Mat contains a descriptionof Me z I..L r
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 its 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 if the noncompliance has not
health or Me been corrected the anticipated time noncompliance is expected to DRAWN BY: AGO
The E&SC planauthority has beenprovided with documentation of the non-surface withdrawal and thes f time periods or conditions in which it will occur.The non-surface withdrawal eml4o continue;one steps or planned to reduce,eliminate and
(a) au dy specific perlenvironment'. CDC PROJECT NO.: 22329
I I(Z)] prevent reoccurrence of the noncompliance.v,nCFRv,oco,p(g).
shall not commence until the E&SC plan authority has approved these items, • ion staff may waive the requirement for a written report on Xk7(PERMff NO. xxz
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. NCGO1 NOTES
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
Id) Vegetated,upland areas of the sites ore properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, tr
J
(e) Velocity dissipation devices sud,da check dams,sediment ttapa,and riprap are proyiddat the decnargepoinssafaR dewatering devices,and . -,NORTH CAROLINA
(f) Sediment removed from the dewatering treatment devices desnibed in Item(c)above is disposed of in a manner that does not ruse deposition of sediment into waters of the United States. i,' %Environmental Quality SHEET
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 C 9 9 8

w 'F
LANDSCAPE NOTES ;,d.4 H VICINITY MAP <� 2 e
1. ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH ALL CITY OF MOT TO SCALE) g'N
MARION REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE 5-1m m m
PROJECT TECHNICAL SPECIFICATIONS. CONSULT ENGINEER TO FIELD -,��/,,,j■ 4 W G 111:.t
ADJUST LANDSCAPING AS NECESSARY. u S2`` T ¢y uT 2. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE
CONTRACTOR SHALL NOTIFY NC ONE CALL AT 1-800-632-4949 OR o n
811,72 HOURS BEFORE CONSTRUCTION BEGINS. cP
3. STREET TREE SPECIES WITHIN RIGHT-OF-WAY TO BE COORDINATED C..9 s
WITH CITY OF MARION ARBORIST. i 0 a
4. ALL GROUND COVER TO BE MULCH PER CITY OF MARION y~P ' Q
PERMANENT SEEDING REQUIREMENTS. tr.
TO d
5. TREES AND SHRUBS TO COMPLY WITH COA UDO AS FOLLOWS: N
LARGE-MATURING DECIDUOUS TREE: SUBJECT Q _
\
y PROPERTY
GREATER THAN 40'AT MATURITY.MINIMUM PLANTING SIZE a
SHALL BE TWO INCHES CALIPER AND 12'TO 14'HEIGHT. \ '� 0SMALL-MATURING DECIDUOUS TREE: O 7°y 0 ;
SMALLER THAN 35'AT MATURITY. MINIMUM PLANTING SIZE „,...1/4..)
TOTAL AREA OF U00 3
SHALL BE AT LEAST 1 1/2 INCH CALIPER OR 8'TO 10'
HEIGHT. ti '`� SURVEY(AS SHOWN-
FVFRCRFFN TRFF• \ �'�, ,PROPOSED SIGHT TRIANGLE(TYP) ,� TO DE CONFIRMED)
\a I)a US Yi:Gives 70(CATO
MINIMUM HEIGHT OF 6'AT TIME OF PLANTING. "-� 33 2.359 ACRES
Puduc n5P11nTS �Q' DEVELOPMENT DATA
(11111)
LARGE SHRUB: \.a �� NorEa6 REGARDING ADO.RNv)
MINIMUM 5 GALLON CONTAINER OR TEN INCH ROOT BALL WITH o - ''........U.S.( 4/lJ•/T./` '!�T/` OWNER/DEVELOPER: THE BROAD WAY GROUP
A HEIGHT OF 24 INCHES AT PLANTING TIME. /, \ 't �" 216 WESTSIDE SQUARE
.� �//'j��/Ty�T� HUNTSVILLE,AL 35801 ry
aU\4 \ EXISTING EDGE A PAVEMENT CONTACT:
0
../.
_ /. BLIC. Y (DOT TREE SETBACK IS 10'MIN (20 6)5333-7+287
SMALL
A HEIGHT OF 18 INCHES AT PLANTING TIME. F /F / ' `7.H )�Cbo?,SPO�� FOR 35-45 MPH SPEED LIMIT)
MINIMUM 3 GALLON CONTAINER OR EIGHT INCH ROOT BALL Q ` W
'�l ,��� J(A Ly (Y CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �j
,3 )� \ ��A. II S�' 168 PATTON AVENUE
ex I) ASHEVILLE,NC 28801
6. DUE TO EXISTING TREES WITHIN THE REQUIRED LANDSCAPE BUFFER ` // / cq EXISTING OVERHEAD UTILITY
AREAS AND THROUGHOUT THE SITE,THE FINAL NUMBER OF TREES �'' . ,� ��\ /\ (UTILITY SETBACK IS 10'MIN FOR SMALL TREES CONTACT: BEN MUNN,P.E. Z
AND SHRUBS REQUIRED AND PROVIDED WILL BE BY AGREEMENT - / \' �- [phone]
oH�- ® _ AND 15'MIN FOR LARGE TREES) �j
WITH THE CITY OF MARION PLANNING DEPARTMENT BASED UPON AN q / \ - SURVEYOR: MCABEE&ASSOCIATES,P.A
ON-SITE INVENTORY. �- w
0 PO BOX 1768
` FAIRVIEW,NC 28730
7. LANDSCAPE CONTRACTOR MUST COORDINATE THE LOCATION OF THE / �`_ ) \ -- CONTACT: J.BARRY WEST,PLS (1) U
TREES TO AVOID EXISTING AND PROPOSED SEWER/WATER LINES AND -� I\ • I191- -- PROPOSED(40)FHA STREET SHRUBS(TYP) (82B)628-1295 Z
-O •
SEWER/WATER LINE EASEMENTS. NO TREES ARE ALLOWED TO BE ` W/ I � � • ARCHITECT: XXXXX m
PLANTED IN SUCH EASEMENTS. - XXXXX 9
heap . PROPOSED(4)CA STREET TREES(TYP) XXXXX,XX XXXXX ¢ m a ir
\_ m
8. THE OWNER/CONTRACTOR SHALL SELECT ALL PROPOSED "
• CONTACT: XXXXX
PLANTINGS FROM THE RECOMMENDED SPECIES UST IN THE CITY OF --� .� �� • (XXX)XXX-XXXX
MARIONS CURRENT UNIFIED DEVELOPMENT ORDINANCE(UDO).IT IS �1_`_ '00 —on—cx °H—
RECOMMENDED THE OWNER/CONTRACTOR VERIFY SELECTIONS FOR i1♦_ _
SUITABILITY WITH A QUALIFIED LANDSCAPE ARCHITECT PRIOR TO 1 ' y / )'I PROJECT DATA
PLANTING 0 0aA �L/ %I%
1 0 1/ PIN: 1722-74-5321
- / L PROPOSED(7)AR VUA TREE(TYP) ADDRESS: 99999 HWY 70 EASToPLANTING SUMMARY(COM): ' ; m �Lk /; DEED BOOK/Pace 4oa/1a49PROJECT ACREAGE: 2.533 ACRES o
STREET TREES(ST) I �I �� SETBACKS:/ I l FRONT: 15'REQUIREMENTS: (PER 100 LF OF FRONTAGE) ��1Alliti7
/ —
1 LARGE DECIDUOUS TREE f z I ) SIDES: 0' w2 SMALL DECIDUOUS TREE I � II I I IIREAR: 0' oN a ¢a N10 SHRUBS _ m CO A JOSE Guno LM-G.MACAuONDISTURBED AREA: 2.0 AC
•(2 SMALL TREES CAN BE USED IN LIEU OF 1 LARGE TREE) -0 REMAINDER PORTION OF ��: •,Ve - t/) ' )/// L MARIA ANTON C.0E00000P2
US HIGHWAY 70 FRONTAGE: 316 LF PIN: 1722-74-5321 [ 1 / ) PIN:1222 J4-.9406
1� _ 06 1420 PG PPP ORE-
BRASWELL INVESTMENTS,LLC
.; •• I Oa 59 P425 IMPERVIOUS AREA, 0 ACRES(0%) 1.12 ACRES(44%)
TREES PROVITREES DED: 4(ROAD SETBACK=10')RED: 13
I DB 1404 PG 144 I 1j -- I 1 • f rn4 rc,42s PERVIOUS AREA: 2.54 ACRES(100%)1.42 ACRES(56%)
(UTILITY RETRACE—10') -o II l •'•i•-._
SHRUBS REQUIRED: 32 Co \ \ .re' v 0' y
SHRUBS PROVIDED: 40 ' ' \�\ � C w
VEHICULAR USAGE LANDSCAPE AREA(VUA) I \ ' / / N N n v w
t I
_ IIy
REQUIREMENTS: (PER 15 PARKING SPACES) v I '' �r\ I I / /,:/ ZONING DATA
1 LARGE DECIDUOUS TREE WITHIN 60'OF A PARKING SPACE Pa. / I / /
TOTAL PARKING SPACES: 56 IL \ CO i (% PARKING CALCULATIONS u' tO z
TREES REQUIRED: 4 )L ' Z •
/ _7 `10 / VEHICULAR SPACES: }
TREES PROVIDED: 7 L ; a I :� ��'•o, L - - PROVIDED: 57 J "i11
PROPERTY LINE BUFFER(PBL) 7�� C7 W \ `• \• A / HANDICAPPED SPACES: Z : IV
AN°
11 __ w SPACES REQUIRED: 2 SPACES PROVIDED: 2 :��' �?9,�0i. NREQUIREMENTS: (10'WIDE BETWEEN PROPERTY AND ABUTTING
q `S :Oo�� d'°°RESIDENTIAL PROPERTIES)TO BE DENSE AND SOLID ROW OF EVERGREENS q III �� T• U BUILDING DATA: W _O a< "'Z 50 0 Q
OR SHRUBS AT LEAST EIGHT(8)FEET IN HEIGHT AT MATURITY L \ 4 A C BUILDING DESCRIPTION HEIGHT SEA 5 o' ON -.. -
fLI
/ I A ` B SINGLE STORY(STEEL) 18' 12,480 SF III ;y.0 N /2°0QiL ' m / • ,�., EXISTING WOODED AREA TO BE USED AS BUFFER YARD -� '���A° 5Q
q ' ' ).% : (CONTRACTOR TO ADD TREES AS NEED TO '.,DN °`ECX`�.
`FP FP 1 •I ii
I I i (' / MEET SCREENING REQUIREMENTS)
O _
FP LI /I I 4ll m�
IL : m 1
II
L I o 11 I 1
L --- '� Li- I I lC
[LI �: FP ) I MICn ELJONNSON
,�' 'ii. �)T® I ( (i i / PIv 7azc-a pNs2asPROPOSED 10'BUFFER YARD TO INCLUDE A DENSE,SOLID EVERGREEN 1 :`.� I /� 1m!) m 1 SP re 4 PG 4zs
G I
SCREEN FROM THE NEIGHBORING PROPERTIES WITH TREES OR SHRUBS . _ d �r J- ) 1rQ
AT LEAST 8'TALL AT MATURITY ILill I` p '% )Lam•/
L
L N
� I &op
NI
o'/ Pp! " j / , O
Ca I
CL / A A p,p�A� 1
L/ w
L/ 1pint� / � A4' A�/DA L II ,,moo
• -LLy ���� �� II I'� W
PROPOSED PLANT SCHEDULE �LL/ //�, CC 5
mil 1 /5/
KEY QUANTITY BOTANICAL NAME COMMON NAME CALIPER REMARKS COO UDO CLASSIFICATION �LLf - 0 I IA CORONA INVESTMENTS,LLC CDC INSPECTIONS HOTLINE: O 9
LL ( h I PIE 77/PH ers
A p A p C1 PG 828-771-4755 OR INSPECTIONS@CDCGO COM
TRFFq L i OPe a PG 4�s4
LLy 00000 � — t A
/`� 1 `i' L L. L. L. L. 0 LK 0 0 .. D L L. ;I I, L �ii=0
II II���� i? 'o
(1- AR 7 ACER RUBRUM RED MAPLE 2"CAL. B&B LARGE DECIDUOUS TREE L`� 6� / I I III J i>
LLLLL� ,� 4?4. 4 4. 4 4. 4 ql 4 A 4 4 " m i L
cI�L_L �`/L' Lys . Cain '! I J L� 811 o �� Q o
O CA 4 CORNUS ALTERNIFOLIA PAGODA DOGWOOD 2"CAL. B&B SMALL DECIDUOUS TREE ti I' \�� Ill Q H ¢o
LLLLL p p p p p p p p p LS I I,/ \ /
�LLLL2�
�CEDE A �A�A—b [L A . A A I1 / a w
.'A A A o A A A2o'A A A o-o� - .-.,-'" iA Know what's below. - z
SHRUBSn CC
a d L Call before you dig. NORTH
DRAWN BY: AGO
O FMA 40 FOTHERGILLA MAJOR LARGE FOTHERGILLA 5 GAL. CONT. LARGE DECIDUOUS SHRUB CDC PROJECT NO.: 2239
XXX PERM"NO. xxx
LANDSCAPE PLAN
*SUBSTITUTION OF SPECIES TO BE APPROVED BY ENGINEER
•A DIVERSE PLANT LIST IS RECOMMENDED SO THAT NO ONE SP CIES GETS OVER -3
PLANTED AND TO ELIMINATE WIDE SPREAD DISEASE BETWEEN LIKE SPECIES. I GRAPHIC SCALE
"'EXISTING TREE TO BE REMOVED REMAINDER PORTION OF
PIN: 1722-74-5321 00 0 15 30 60 00 SHEET
BRASWELL INVESTMENTS,LLC
DB 1404 PG 144
" ' - —
( IN FEET) L 1 0 1
1 inch= OR ft.