NCC232989_Site Plan or Location Map_20231025

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PISGAH DRIVE RETAIL STORE boo 1
(III)
HAYWOOD COUNTY, NORTH CAROLINA
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PREPARED FOR: a
THE BROADWAY GROUP, LLC
216 WESTSIDE SQUARE P.
HUNTSVILLE, AL 35801 =
BOB BROADWAY ,,,'4P " sti..
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(256) 533-7287 = �da
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VICINITY MAP i `
INDEX OF SHEETS (NOT TO SCALE) APR
MILES TO CANTON
SHEET NO TITLE REV. `.^y
i
Ill
C000 SURVEY
UR COVERY eR �,p�' '�, °60 RocE Ro.
--C101 EXISTING CONDITIONS AND DEMOLITION PLAN .i O z
C201 SITE PLAN ',I) * 9k E o
C301 ROUGH GRADING AND EROSION CONTROL F
9
C401 STORM&FINE GRADING PLAN I,
5
C921 SITE DETAILS ��N z
C922 SITE DETAILS R5 N
C931 ROUGH GRADING AND EROSION CONTROL DETAILS g� s
C932 ROUGH GRADING AND EROSION CONTROL DETAILS F $ c�
CC
C941 STORM DETAILS yFkL�r `'^£
C998 NCG01 `� Ill
Acc APPROX.z MILES a 9 \
HWY INTERSEC110N
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Know what's below. O
Call before you dig.
DEVELOPMENT DATA DRAWN BY: ACC
CDC PROJECT NO.: 22318
OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
216 WESTSIDE SQUARE
HUNTSVILLE,AL 35801
CONTACT: BOB BROADWAY
[phone]
CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. SHEET
168 PATTON AVENUE
ASHEVILLE,NC 28801
CONTACT: DONALD S. PENSON,P.E.
[phone] O 0 O

DEMO NOTES ; d.4 y
VICINITY MAP <� w _
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, (NOT TO SCALE) g L N- wm n
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN /APPRox.3.5 C_m_ m m
THE PROJECT TECHNICAL SPECIFICATIONS. EXISTING UNDERGROUND UTILITIES TO BE REMOVED MILES TO CANTON i w a y i LL
�,T IF ASSOCIATED WITH DEMOLITION STRUCTURES i 9 $y 0 w w i 0
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED VOL-91 \ ONLY(TYP)(CONTRACTORS TO FIELD LOCATE AND 2 i POSSOM a a i)n
GRADING AND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN PJ 0 P \ VERIFY WITH APPROPRIATE UTILITY COMPANY) 4� °2o 'ATM,
a
OBTAINED PRIOR TO BEGINNING CONSTRUCTION. PERK \ ���P I.' °y 3 3
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED 25467 2R $ n
CONTRACTOR. t T qql \ c o
-T REeAR ' \ ,' \
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE 'G') 9, Py o
EXISTING NCDOT RIGHT-OF-WAY ( o CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, y \
OR EMAIL AT INSPECTIONSOCDCGO.COM.FAILURE TO SCHEDULE - \ „S 9, Q
INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK / , \ \a sa O.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE / \ EXISTING CULVERT TO BE REMOVED %s nN''ft y"
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO / /' , y� Q ._
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR AtEREDw LAFOUNTAIN
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PIN,B6a5-B7-G7o6 / + EXISTING LARK LN STREET SIGN TO BE REMOVED �F ° t/U =
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT 0E1453 rG 1037 / \ I9 a
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S // \ \ o'N s �_ y o B
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO _ B U U ;
CONSTRUCTION. / - - `�aM1\'• \ -�
rr APPROX.2 MILES TO
(1111)
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES CALLED OUT n2 , 6p'L/010OW \! \\\ \ \ - PENDING
zT31NTERsccnoN
TO REMAIN DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING S`1 2 y \ \ TnrvvtiroN)
OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE ALL EXISTING SEPTIC TANKS AND 5J10 -' \ \\ \ �nnA6NE c
RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN DRAINAGE FIELDS TO BE REMOVED(TYP) AX 21 / ^ \ ' \ DEVELOPMENT DATA
ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE E s'2 - / \� \ \ \
AGENCIES AT THE CONTRACTOR'S EXPENSE. 5�a9 a9 yQl. // ° OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
y5 l3 • / \ \ THE WESTSIDE SQUARE
ADJACENT PROPERTY LINE(TYP) J <, / c:!::: ::3'
HUNTSVILLE,AL 35801
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / �/ / \ \ BOBBROADWAY
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE \` ^ \ CONTACT: e
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, J E • - -° :'s.6s' \ [phone] m
72 HOURS BEFORE CONSTRUCTION BEGINS. 1.gA6e n• \ /
zo , / / // 0 D -- \ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. cj
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR oo°fP / // / _,26NN \ \ / \ 168 PATTON AVENUE
\ \ / ASHEVILLE,NC 28801
SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES / / / / ®® \ 4 I \ CONTACT: DONALD S. PERSON,P.E. y
NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING #111*:' 11
/ EXISTING 1'CONTOUR LINES w
DEMOLITION AND CLEARING. �, / \\ [phone]
\ / // \\ \ SURVEYOR: MCABEE&ASSOCIATES,P.A.
9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND \ • / `N / \ \ \ PO BOX 1768 (1111) `J
CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN j / ® \ \ FAIRVIEW,NC 28730
ACCESSIBLE. •/•i ® _// TOTAL AREA \ ACONTACT: J.BARRY WEST,PLSi/ _ \ \ d EXISTING VEGETATION/TREES TO (82B 628-1295
10. ALL DEBRIS,STRUCTURES AND UTILITIES TO BE DEMOLISHED AND II / �/� OF SURVEY: —._ \• \ .�f BE REMOVED AS NEEDED )
REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. P6 I 2.617 ACRES \ J _ \
ANY ADDITIONAL DEBRIS,STRUCTURES AND UTILITIES ENCOUNTERED / \ 0 • N 9N \
DURING CONSTRUCTION,WHICH IN THE OPINION OF THE ENGINEER ,p m
SHOULD BE DEMOLISHED AND REMOVED,SHALL BE DISPOSED OF I / I
O\� C \ �TJ EXISTING MAILBOXES PROJECT DATA
OFF-SITE ET THE CONTRACTORS EXPENSE IN ACCORDANCE WITH I / EXISTING GRAVEL DRIVEWAY / ( TO BE REMOVED
APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS. / PIN: 8645-87-1554
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED / TO BE REMOVED ( \
J / ♦ • 1 O ADDRESS: 3526 PISGAH DR,CANTON,NC 28716
PERMITS. ( / / ( d \ DEED BOOK/PAGE: 347/434;
Lq \ yY.� // / / \ ( C '- ) \ PROJECT ACREAGE: 2.62i ACRES
i \/ \ \ // / / \ I G�f ZONING/TOWNSHIP: HAYWOOD COUNTY/PIGEON TOWNSHIP I
\ .'�/ \A\ 262 AC/ 1\ \\ PARKING CALCULATIONS:/ / I1,
�\ Po✓ PROVIDED: 48
( I® i � TEMPORARY EXISTING
6- //jam NCDOT RIGHT-OF-WAY
\• \ \ 1111, ( c...... �' / �T'N ///� \ \ HANDICAPPED SPACES:
\\\ \ ` 1`f(/// • \ SPACES REQUIRED: 2 SPACES PROVIDED: 2
\ / SAWCUT AND REMOVE
\\\\ -.6 Q///
t/[///AA/ ♦ n '-
\-EXISTING PAVEMENT BUILDING DATA:
�\`•� / / \\ BUILDING DESCRIPTION HEIGHT GFA
H
\r\ �� _ B � ' \ EXISTING CULVERT B SINGLE STORY(STEEL) 18' 12,687 SF \ ¢o
\`.. j 4 d� / ,TO BE REMOVED IMPERVIOUS CALCULATIONS: o
/ \ ( , / / IMPERVIOUS PERVIOUS n
/ \ / u \ - PRE-DEVELOPMENT: 1.03 ACRES(39.3%) 1.59 ACRES(60.7%)
\� \ - �' �y \ �/ / � \ / POST-DEVELOPMENT: 0.76 ACRES(29.0%) 1.86 ACRES(71.0%) - z
/ ri
", \62- '}\ , 1 i\ v
, / d Ai
/ \ - / j1.... / EXISTING WALLACE cIR STREET e<o p e. :,,,'_'4 TI S ° h V1
\ r I / Pox SIGN TO BE REMOVED ,y ee ''V Q
�\ . / •�� -„ Doke
ALL EXISTING GRAVEL,CONCRETE, '41\ __ PROPERTY LINE(TYP) "''
BUILDINGS AND OTHER SITE FEATURES TO \ �\ / / / • �! //
BE REMOVED UNLESS OTHERWISE NOTED
STEVE A S SONDES - / / /
FIN,25w.50.6495 \ \ l �"'/ EXISTING CENTER ISLAND TO BE REMOVED
PIN:8645-77-6495
DB 663 PG 955 \r\\\ / _' eA•100 .
//orr\\ / off --' EXISTING SIGNS TO REMAIN
r\\ K
/ �+�//' / EXISTING UTILITIES TO REMAIN CC
�.Z64 EXISTING OVERHEAD SERVICE DROPS TO BE
\\� \ �,/ / / �� 9'/ REMOVED IF ASSOCIATED WITH DEMOLITIONe. O
//�i�� / STRUCTURES ONLY(TYP)(CONTRACTOR SHALL /� rc
\ C:, / / COORDINATE WITH APPROPRIATE UTILITY COMPANY) y�
' J =
EXISTING DITCH TO REMAIN \ \ coNc.n
o
Q \-
O:/2"IKON PIPE(0.2'A.G) .� c�/ o i�i / jy � LL O
5PC MOW-2001): .�/ �/ / "�l � / G U
N-657,320.59' i n cc
E=648,066.13' it i y6,J) �(10`�:(79j:':
O
/ / / / �/ h2 /� y�
7 / EXISTING EDGE OF PAVEMENT
� °"' %' \\ ,�a'� CDC INSPECTIONS HOTLINE: � I
�p5„yeQ % off/ Sl;cY- a
6�4 \E / qq 'A� 828-771-4755 OR INSPECTIONS@CDCGO COM
5 1,• \ t�'4 EXISTING DRIVEWAY CONNECTION IIII IIII a
03)4°IRON PIPE A5 9 �G aV ���� q�q1)C) TO BE REMOVED(TYP) ���� ��III
6 i 1
IQ � /5N° �0�5S l� 811
0 1 �� I (>
522(NEW)EL LINE
Ny�2)G J //\\\', / \�� IIII O //� O
(NEW TIE LINE ONLY) \A)yIll v/
NIAGNETrC READw6�_• \\ CONTRACTOR TO FIELD LOCATE/VERIFY ANY
rRrw22SORI EXISTING UTILITIES ALONG PROPERTY FRONTAGE. - _ /�
\\ / EXISTING OVERHEAD UTILITIES TO REMAIN Know what's below. w 0
.- Call before you dig. NORTH x
EXISTING STORM CULVERT TO REMAIN
DRAWN BY: ACC
V. EXISTING CONDITIONS AND CDC!PROJECT NOT 22318
NG5 CONTROL
-
MONUMENT'EVANS" �z
5PC M ID C GR NAD33-2DG16 /' p DEMOLITION PLAN
E=V.=26D6
E5 .55 0 5 GRAPHIC SCALE
(SURVEY LCCALIENTION POINT) SHEET
30 0 15 30 60 90
- -
( IN FEET) C 1 0 1
1 inch= 30 ft.

SITE NOTES ; 4 y
VICINITY MAP <W m" 2 Es
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, \ (NOT TO SCALE) g J m w n
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN /AAPPROX.3.5 o
THE PROJECT TECHNICAL SPECIFICATIONS. \ MILES TO CANTON i w el--
, y w LL
2. SINGLE-PHASE CONSTRUCTION. \ \ 7y POSSUMa a LL
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED \ \ �p°M `<,�. °2o RiOCE Ro' 3 3 a
CONTRACTOR. \ QR''O v o TY n
4. SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE c
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, \ /?,_
\ o
OR EMAIL AT INSPECTIONSCCDCGO.COM. \ /
Py E
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING Y r\ xy o
OR REDOING WORK
/ \�
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE ./...............
o,,. \� Po Q
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO �% \ Nae Va d
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR / \ \ %s n y
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE / \ %\ '2- +'
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT \,,,
s Q�
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S ', V a
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO // \ \A, \ (y (� a
CONSTRUCTION. / \ \\ % •^f > N O ;
A 3
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO PROPERTY LINE(TYP) \ \ V C.) ;
REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY \ r\ \ \ APPROX.
PPR2J31NTER5ECnON
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION PROPOSED DUMPSTER PAD WITH FENCING
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO \
(11111)
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF ADJACENT PROPERTY LINE(TYP) (TYP)(SEE DETAIL D208 AND D207) \ \
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. / \ \ DEVELOPMENT DATA
7, THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / \ \ EXISTING EDGE OF PAVEMENT(TYP)
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE PROPOSED HEAVY DUTY CONCRETE r OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
(SEE DETAIL 2.04) \ 216 WESTSIDE SQUARE
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 611, / \ HUNTSVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTION BEGINS. / \''''' PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TYP) CONTACT: BOB BROADWAY
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE 1a.0' ' [phone]
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% PROPOSED DELIVERY RAMP ry
/ (SEE DETAIL D2.13) Vj� I&O CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. ,j
SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A / �j \ 168 PATTON AVENUE
MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE 33.5' \
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A / r \ CONTACT: DONALDI LS. PENSON,P.E. W
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT / \ [phone]
CONTRACTORS EXPENSE. \ / U
SURVEYOR: MCABEE&ASSOCIATES,P.A.
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE \ \ PO BOX 1768 0 `J
NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. / '� \ FAIRVIEW,NC 28730
"/ bl PROPOSED STRIPING(TYP) CONTACT: J.BARRY WEST,PLS
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE ��/,, ♦ , �y \ (PER MUTED STANDARDS) (828)-628-1295
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM `\ �,C
TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINT 25.5' .ni `'�' \
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC r\ R35.0 y \
WITH PRIOR APPROVAL FROM THE ENGINEER. > w m
\ LI> \ PROJECT DATA
11. CURB AND GUTTER ON THE HIGH SIDE OF PAVED AREAS AND \ .•\
ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER. PROPOSED SEPTIC FIELD(BY OTHERS) le PIN: 8645-87-1554
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH O PROPOSED CONNECTION TO EXISTING ROAD ADDRESS: 3526 PISGAH DR,CANTON,NC 28716
STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND f
\ ' C+ (CONTRACTOR TO PROVIDE SMOOTH TRANSITION DEED BOOK/PAGE: 347/434;
GUTTER DETAILS.CURB END TREATMENT SHALL BE APPLIED AT ALL AND NOTIFY ENGINEER AFTER FORMING BUT PROJECT ACREAGE: 2.62i ACRES
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. PRIOR TO POURING PAVEMENTTIC AREA \ L PAVEMENT) ZONING/TOWNSHIP: HAYWOOD COUNTY/PIGEON TOWNSHIP N
P�,$ \ _ \\ SETBACKS: N/A F o
G4L \ DISTURBED AREA: 2.62 AC
AkIk
c\r / \ �\,- 26A3 S PROPOSED STOP SIGN z ET
(SEE DETAIL D2.02)
\\ $ Q PARKING CALCULATIONS:
SITE LEGEND \
a
'\ 'S \ VEHICULAR SPACES:
`PD✓ \ PROVIDED: 48
LOT LINE - - \ \ _
1119, PROPOSED HEAVY DUTY ASPHALT
SETBACK LINE - - \" I PAVEMENT(TYP)(SEE DETAIL D2.04) HANDICAPPED SPACES:
\\ •
•
0\ �( \ SPACES REQUIRED: 2 SPACES PROVIDED: 2
EASEMENT LINE - - PROPOSED 5'TURN DOWN CONCRETE '\ \\
\ SIDEWALK (TYP)(SEE DETAIL D2.01) TEMPORARY EXISTING
NEDOT RIGHT-OF-WAY BUILDING DATA: 7
PROPOSED SIGHT TRIANGLE - " \ i \ '�
w
\ \ I BUILDING SINGLE DESCRIPTION E HEIGHT 2,6M SF o
PROPOSED 5'CONCRETE SIDEWALK PROPOSED PERVIOUS PAVEMENT a B STORY(STEEL) 18' ,687 0
PROPOSED HEAVY DUTY PAVEMENT \\\ (TYP)(SEE DETAIL D2.10) \�. -..,��� `� (TYP)(SEE DETAIL D2.11) n
IMPERVIOUS CALCULATIONS: o
\ z. ! Ri 5.0' IMPERVIOUS PERVIOUS
' PROPOSED NCDOT PAVEMENT PRE-DEVELOPMENT. 1.03 ACRES(39.3%) 1.59 ACRES(60.7%)
PROPOSED LIGHT DUTY PAVEMENT /4.� 20.0' y. (TYP)(SEE DETAIL D2.12)
" Iy,` POST-DEVELOPMENT: 0.76 ACRES(29.0%) 1.86 ACRES(71.D%( z
PROPOSED PERVIOUS PAVERS -,. \
,/4 U \ ) '
0
A
'id`PROPOSED CONCRETE SIDEWALK \ � 3S0' /.( ° _,\ PROPOSED 1.5"59.5B ASPHALTOVERLAY \\�\\P 'V�ti�%
PROPOSED \n ✓ �,� \ / .,,0 P •
\ P
2-9'x20 ADA PARKING SPACES(TYP) 9.0' /� \, \ /° `y _ ° 4r,d�O-
' 1 -10'WIDE VAN ACCESSIBLE LOADING AISLE \ // \ ` PROP YLON SIG OTHE ) 3:t�! 0,..
PROPOSED NCDOT PAVEMENT ' ' 2-HANDICAP PARKING SIGNS(SEE DETAIL D2.03) r \ \ / 0 i\ ` OSED P N(BY RS _V C„ o\g,fn
4-BOLLARDS(SEE DETAIL D2.09)
PROPOSED NCDOT OVERLAY 1 -WHEELCHAIR RAMP(TYP) SEE DETAIL D2.05) \r =� 1 ` / �� r��°•° V '1' '
PROPOSED 2-WHEEL STOPS(TYP)(SEE(DETAIL 2.08 �� I� �� ° ����
( ) ) �' PROPOSED STANARD DUTY ASPHALT D
NOTES: r R3.0 , I � PAVEMENT(TYP)(SEE DETAIL D2.04)
-HC SYMBOLS TO NOT BE STRIPED n`I II W '� i 1. 'YI`
PROPOSED 9'x20'PARKING SPACE(TYP) \\ •npn IKII / /°� '� PROPOSED CONCRETE FLUME
VrV ���� (TYP)(SEE DETAIL D215)
�\,
I •
.... CONTRACTOR TO RESTORE STRIPING //
PER MUTCD STANDARDS -- W
M
/ I L
PROPOSED WELL(BY OTHERS) p'' /-
//w o/ � / /' (n
PROPOSED CURB END TREATMENT ^ i
(TYP)(SEE DETAIL D2.15) ;\ \ ‘3,,,,..-0 /
✓ o
PROPOSED WHEEL STOP(TYP) r\ / / I 1 I S
(SEE DETAIL(D.2.06) < // / �j j%//�� •fLYL• z
/
� - ti� _W
/ CDC INSPECTIONS HOTLINE: > 1
/ \\ 'A��I�yG�� /' 828-771-4755 OR [e-mail] Cr
/ 5.k. g4t" /2 ill,..' 0 a
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l�lP 811
0 ��11ICIIII ill
t ll Q
90' S
\\ /
.-----.--'' -'111111101 'll Ili
Ill .i
/ Know what's below. t
/
\\ Call before you dig. NORTH
/ DRAWN BY: ACC
CDC PROJECT NO.: 22318
SITE PLAN
GRAPHIC SCALE
o o 15 30 60 90 SHEET
.3
( IN FEET)
C201
1 inch= 30 ft.

5111 L4.
VICINITY MAP <_E5 y2e<
R-E - W NOTES g
1. SEE GRADING,EROSION CONTROL AND STORM DRAINAGE DETAIL \ MOT TO SCALE) �I o j l w g 03 m_
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR APPROx.3.5
MILES TO CANTON <>w ¢-w
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. \ n w z F z oz
PROPOSED 1'CONTOURS(TYP) 0 i"
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA \ \ TAy ooGE -a o. i>i
FLOODPLAIN. \ \ �pTe $ PRI .___ <
3. SOIL TYPE: DoE pf.�� 1? Tt 3
SOIL GROUP: B \ t $ n
4. STREAM INFORMATION: PROPOSED PERMANENT DITCH 3(SEE DETAILS D3.1&D4.04) \ \ o�
\ PROPOSED PERMANENT DITCH 2
INDEX 5-(1) \ (SEE DETAILS D3.1 &D4.05) o
NAME PIGEON RIVER 1, 0
CLASSIFICATION: WS-III;TR / �F col .� d
RIVER BASIN: FRENCH BROAD PROPERTY LINE(TYP) ,[y\ \ \ o1`'U
\-1,
/' \ \ PROPOSED RIP RAP APRON'FLUME'(TYP) .�[,PW' 0)5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE •\ LENGTH: 5' `Za" _CIVIL DESIGN CONCEPTS INSPECTIONS HOTUNE AT 828-771-4755, / s4 \ O \ WIDTH AT START: 3' Im COR EMAIL AT INSPECTIONS®CDCGO.COM. \ d ��"\ WIDTH AT END: 8' % ♦�V v_
PROPOSED CHECK DAM s \ DEPTH: 18"
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING (TYP)(SEE DETAIL D3.5) / SC /' \ N C
OR REDOING WORK / ��:� \ STONE CLASS: B r2 a)Mt/ �tir , (SEE DETAIL D3.2) V o U i
APPROX.2 MILES TO
/ 6Q. v' \ \ \ FM 273 INIIERSECRON
r 10- PQ `'" \ PROPOSED RIP RAP APRON'A'
ROUGH GRADING&EROSION CONTROL LEGEND r \ \ LENGTH: 10' 0
LIMITS OF DISTURBANCE // 4�� • • WIDTH•\•• \\ \ WIDTH AT START: 6' DEVELOPMENT DATA
I K��i DF\ EPTH:AT 18"END. 8
SILT FENCE $F 4. / �\ \ ,A \ STONE CLASS: B OWNER/DEVELOPER: 2116 WESTSIDE SQUARE LLC
p0
\ (SEE DETAIL D3.2) BOBHUNTSVILLE,AL 35801
OADWAY
EXISTING CONTOURS 00---- /,.// ^ot. O ,\T((1 \ CONTACT: [phone] m'
PROPOSED CONTOURS 00 / / / 2yA� Q n- - „. \ ii,,, ,,,// CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. o
\ / / , / �}� __ gA �i \ \ 168 PATTON AVENUE
// p0 6A. \ ASHEVILLE,NC 28801
/ 2 ZgAS \11,),IiiiiN
� ALL 2:1 SLOPES AND GREATER TO BE STABILIZED CONTACT: DONALD S.PENSON,P.E. w
// , 1 ` WITH ROLLED EROSION CONTROL PRODUCT [phone] w
\ / / / .• (NORTH AMERICAN GREEN S75BN OR APPROVED
/ / t \ EQUAL) SURVEYOR: MCABEE&ASSOCIATES,P.A.N\ //I I / / \ / \.,-,.,
`� �1 +1\ � \ FAIRVIEW,NC 28730J/' II /� / 1I,, 'iTWII ... \ CONTACT: J.(828)R 628RY W WEST, Z
- .:� ��' `� PROPOSED 50'x25'x12"NCDOT CONSTRUCTION ENTRANCE
/ I te (SEE NCDOT DETAIL 1607.01)
/ \ 9 (CONSTRUCTIONENTRANCETOBEMAINTAINEDAND (111)
I '� ADDITIONALSTONEADDEDONREGULARBASISAS NEEDED)/ ( ' ,. (/1 PROJECT DATA
/ / • _- - ,_ LATITUDE: 35.4951 PIN: 8645-87-1554
LONGITUDE: -82.8703
/e001 // / \ \ NIA,. , O ADDRESS: 3526 PISGAH DR,CANTON,NC 28716
/ / m \l �� � .C� w DEED BOOK/PAGE: 347/434;
l N A p y \ PROJECT ACREAGE: 2.623 ACRES
-\\ \ SEfIIC AREA { \ V,' PROPOSED DRIVEWAY CULVERT(SEE STORM PLAN) ZONING/TOWNSHIP: HAYWOOD COUNTY/PIGEON TOWNSHIP
-; \ f/I iao
I P�,$ 26W6 , \ SETBACKS: N/Acn
z
r 1I I �,OS�Z6pt 5 Q• �� (TYP)(SEE DETAPROPOSED IIL D3.7)RARY NLET PROTECTION DISTURBED AREA: 2.62 AC m E.
1 /�
\\ I , / $ F� \ \ d� \ PARKIN(;CAI Clll ATIONS; o
\
( I / --- -___ / OI\( /`S �O \ VEHICULAR SPACES:
'i' ALL SLOPES GREATER THAN 3:1 BE PROVIDED: 48
1 / I \ � \• p HYDROSEEDED WITHIN 7 DAYS OF ESTABLISHED
\r \ 1\ / '\ I \ 26A6 r VEGETATION SEED TO CONFORM WITH SEEDING HANDICAPPED SPACES:
FINISH GRADE FOR STABILIZATION.PERMANENT
\\\, / \ 1 \ REQUIREMENTS SHOWN ON DETAIL SHEET. SPACES REQUIRED: 2 SPACES PROVIDED: 2
•\\ \ I I
.\ \--/ I I y\ k\ \ RUIIDING DATA;
A
// a \� / \ BUILDING DESCRIPTION HEIGHT EA 2 w
PROPOSED
ENT
TCH
\ ( I •` / (SEE DETAILS D3.11N&D4.I05)/ / B SINGLE STORY(STEEL) 18' 12,687 SF o
j`i/ IMPERVIOUS CALCULATIONS:\\ 4/` // I • 1 1_ _ / \ IMPERVIOUS PERVIOUS
.� / :,n I PRE-DEVELOPMENT: 1.03 ACRES(39.3%) 1.59 ACRES(60.7R)
\ \\- y / / I _ ' PROPOSED STRAW WATTLE POST-DEVELOPMENT: 0.76 ACRES(29.0%) 1.86 ACRES(71.0%) - z
/' /ry•o // 1 ,(TYP)(SEE DETAIL D3.6) ///
PROPOSED SILT FENCE .\ I I 7,-
(TYP)
(SEE DETAIL D3.3) `-.3-. I \yi•-' / I �
a / /° 'sP NDS
1\ I .� ��aP ,,---
1,':,.
PROPOSED CONCENTRATED FLOW OUTLET / / \ / 'L;, / / a"/ " Qgy:dt awe
(TYP)(SEE DETAIL D3.4) / / \ 4 _24/ 1 / / U8m u,
III
EXISTING 1'CONTOURS(TYP) X \ ___
- - ��
\\\ \ I i ,----
/ „--
\
aI 6
i<i A Ga ti� I �� j°� • '26 eq9' �ii%
\ y/ o .2 Q z
mod /'
\\ - , /
Q
PROPOSED LIMITS OF DISTURBANCE(TYP) r -\ <—%,o F
0
PROPOSED ROADSIDE DITCH �i- —ji / _ ��tLG 'i
8 CC
TO BE REROUTED /.f %�� �(`\V y�, , / E I 1 I 3
`.
/ a� / /
90�� / CDC INSPECTIONS HOTLINE: o
' CC
5� `�l�G /' 828-771-4755:RIPFIOIIS
/ o
V8 < 3
00 n
o
0
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/
/,' ICI Iii111°1
g Ctt
/' Know what's below. 0 o a
Call before you dig. NORTH
/ DRAWN BY: ACT
ROUGH GRADING AND EROSION CDC PROJECTNO.: 22318
'- CONTROL
GRAPHIC SCALE
30 o 15 30 sR ,o SHEET
( IN FEET)
C301
1 inch= 30 ft.

GR-EC-SW NOTES H R 4
INLET/OUTLET TABLE FINE GRADING LEGEND VICINITY MAP <i g« o e
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) i
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL \ (NOT TO SCALE) p L N: w 411
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR STRUCTURE STATION STRUCTURE DETAILS DESCRIPTON BC BACK OF CURB �APPRox.3.5 C-m_ N N
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. \ MILES r5 CANTON a i a ''N i G
Al 0+31 INV.OUT 2643.0(A1-A2) FLARED END FFE- FINISHED FLOOR ELEVATION 9 $W p u w N=u
2. NO PORTION OF THIS PROJECT LIES`WITHIN THE 100-YR FEMA \ \ ., y P555t1M a y i w
FLOODPLAIN. FG - FINISHED GRADE Z0 °2o R�D6E RD. a
A2 O+BS INV.IN 2642.8(A1-A2) FLARED END \ \ �,n �Gr <3
3. SOIL TYPE: DuC \ CONTRACTOR SHALL MODIFY EXISTING SW - SIDEWALK 5,c` o A.
SOIL GROUP: B DITCH LINE AS NEEDED TO MAINTAIN 2R n
EXISTING DRAINAGE PATTERNS. c
4. STREAM INFORMATION:
INDEX 5-(1) , \
A Py E
NAME PIGEON RIVER APE TABLE �� VI
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES) \\v\
CLASSIFICATION: WS-III;TR '._7 -, \ ,61 Qy Q
RIVER BASIN: FRENCH BROAD PIPE NAME SIZE LENGTH SLOPE MATERIAL i \Po' \ ft�a d
/ / NO
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE
Al-A2 15" 54' 0.5% CLASS IV RCP ��/ �\ \ ��n B
PROPOSED PERMANENT DRAINAGE DITCH 3
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, _.....:_.:.4"._.
\ O \ s Q
(SEE DETAIL D4.04) \ D' M a w
OR EMAIL AT INSPECTIONS®CDCGO.COM. �t UNDERDRAIN INV.OUT: 2643.0 �F �V a
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING // \ H N C
OR REDOING WORK \ ��`� \ \ l If,,,;
�a 2 N G ;
V 1' yVA O1 VVViii APPROX.2 MILES To
STORM LEGEND PROPOSED 1'CONTOURS TYP i l \ \ WY 273 INTERSECTION
(TYP) 'VD \ \ \ PROPOSED PERMANENT DRAINAGE DITCH 2
-� / \7 \ \ \ (SEE DETAIL D4.05)
EXISTING STORM PIPE _-- - `. a \
• // �le'r../ �v DEVELOPMENT DATA
(11111)
.�s�. \ THE BROADWAY GROUP,LLC
PROPOSED STORM PIPE • • I p\ \ OWNER/DEVELOPER.
r , \ \r\ \ 216 WESTSIDE SQUARE
PROPOSED ROOF LEADER COLLECTOR - is / Q \ HUNTSVILLE,AL 35801
f / � CONTACT: BOB BROADWAY
EXISTING 1'CONTOURS(TYP) / •. �� - \ \ [phone] e
PROPOSED FLARED END SECTION I� a/' ���)QQ \ \ \ EXISTING NCDOT RIGHT-OF-WAY(TYP) 12 ry
`. / / // 16AS• �4� BC TT \ d \ / \ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �j
\ / \ S �O c \ \ / \ 168 PATTON AVENUE ss
Q� Ak 'Fc� _ r / \ ASHEVILLE,NC 28801
/ 7 26 yA SWsw a7a' rc 6 _ \ \ ) CONTACT: DONALD S. PENSON,P.E. y
C �� / S,� FG a6.: I IIIII \ �\ [phone] ti) y1j
j/ / / II I. a `,N,.
7
\ / / `\ / 7 III N 1x \ SURVEYOR: MCABEE&ASSOCIATES,P.A.\ / / / ` ,F \ NV PO BOX 1768
// (/ ) �� ., / ��, v cAaa6 �( \ �r CONTACT: J.BAIRRY WEST,PLs
/ \ - �_ Ty \ (828)-628-7286
''
/ ; PROPOSED CLASS IV RCP STORM PIPE
/ \ _y ' 9A (SEE TABLE AND DETAIL D4.01) m
BC 46_
/ I - _ Fc asc-+\ 4., PROJECT DATA
rC 4S.Y_
/
PIN: 8645-87-1554
\ \/ / / / m °as ��t O PROPOSED FLARED END SECTION(TYP) ADDRESS: 3526 PISGAH DR,CANTON,NC 28716
/ , DEED BOOK/PAGE: 347/434;
/ (SEE TABLE&DETAIL D4.02)\ / / Nc,m , 1 PROJECT ACREAGE: 2.623 ACRES
/ �, I' \ ZONING/TOWNSHIP: ED
COUNTY/PIGEON TOWNSHIP
SE 110 AREA /
,‘
66 o
\ \ I i If,
CJQ \ PARKING CALCULATIONS:
f I / / I �\)\ 1 �� 6`
OTHERS) \ / \ / , lit
D SEPTIC FIELD(BY \\� If \ \\ p1\ ( / ,nO✓ \\ VEHICULAR SPACES.
48 a
\ ) / ( I sw 47.4‘.. \1/1
`c a5. BC 46. 1 / \ HANDICAPPED SPACES:
�� _ / , SPACES REQUIRED: 2 SPACES PROVIDED: 2
/ .B.u.RI \ UNDERDRAIN INV.OUT: 2643.3
PROPERTY LINE(TYP) \\\ \ t \. , /.
\\\ \`.9 I I SW a7. :C ail '� III IL r\\\ / \ BUILDING DATA:
\\\\ \ ( / SW aSW 47/� , i
II�II 4`�\E, • PROPOSED 4"PERFORATED PVC BUILDING DESCRIPTION HEIGHT GFA +
ALL 8"DOWNSPOUT COLLECTOR PIPES SHALL BE HDPE \ \ j^ / \ if (T\ UNDERDRAIN(TYP)(SEE DETAIL D2.1\1) B SINGLE STORY(STEEL) 18' 12,687 SF A
\\ _ \`- // / f SW 47.4 Sw a7. C SJ.347.3 1fn.11uIlEi1K11-a5. / \\ V IMPERVIOUS CALCULATIONS: o
WITH PUSH-ON WATERTIGHT JOINTS,WYES,FITTINGS AND \ \ I II \\
COUPLINGS AS REQUIRED TO TIE-IN ALL DOWNSPOUT \\ / Ew a7. i II I IMPERVIOUS PERVIOUS
LEADERS AND ROOF DRAINS FROM THE BUILDINGS. _ sw aT.a lip(/ / /
COLLECTOR PIPES SHALL HAVE 18' MIN.COVER AND BE \\__- / / 6w 4T.4�� / BC a5 U / PROPOSED PERMANENT DRAINAGE DITCH 1 PRE-DEVELOPMENT: 1.03 ACRES(39.3%) 1.59 ACRES(60.7%)
(TYP). A BC as i POST-DEVELOPMENT: 0.76 ACRES(29.0%) 1.86 ACRES(71.0%) - z
AT 1.0%MIN.SLOPE TYP.CONTRACTOR TO COORDINATE \_ / / sw a7. �� \ 7 s (SEE DETAIL D4.05) /
CONNECTION LOCATIONS`WITH ARCHITECTURAL PLANS. / - . c 66.9 BC 456
(SEE DETAILS D4.03,SHEET C941) ( ( sw . 3-- \ f /
Sc 7.
\ V A I a / =nf S I I I I I I I 1 �, / , �S�P •.A!O
c a66
c a6 7
\ \) ) 11 G46.6 / I I lili�ll a if ml l_.I.15 I }x. 1 �� /' �0\- oo.d,,,_
\ �I
III
ELEVATION OF LANDSCAPE AREAS \\ / \ I 1 II . I \ / / ;Z°: o `x,.°p
ADJACENT TO BUILDING ARE 0.5 BELOW FFE \ I __ III -_� / a+ ..--.----
..-
PROPOSED r >
(UNLESS OTHERWISE SPOTTED)(TYP) \\ \ 1-I i ,/II Q `
o /
VAAv. W / Ec s III _I N \ \ �._
PROPOSED WELL(BY OTHERS) \ eC.2I I- ♦\
5 ,_-BC„5 / \ <5/
UNDERDRAIN INV.OUT: 2643.8 \ \ ( ®®® Od /a, ��� /
\ �' ' I nA /fed` - -�/ W
d 6 M
\\ C\ aL tie I ti //� �� / / z
\ \ y 6li� \ )/op' z� /am
/\ VJ
���/\Goy ti6NN \ �f //_ g / //
/ Q o
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s CC
"
\ I r , � W o�
ti� W 3
��;
�� D INSPECTIONSHOTLINE: - I
< 3..N �AG� / 828-771-4755 OR [e-mail] d
III
...," / 811 ° Lt' "g
/- Know what's below. - o CL-
/
Cell before you dig. NORTH
/ DRAWN BY: ACC
CDC PROJECT NO.: 22318
/
, STORM&FINE GRADING PLAN
/
GRAPHIC SCALE
30 0 15 30 60 90 SHEET
( IN FEET)
C401
1 inch= 30 ft.

F3 H
iN °JQ
wmm
WALK/MDTH RESERVED C m m
_ _ RESERVED PAP KING a '.1
PAVEMENTWswa
REFER TO PLAN _ / \ PARKING $a6u z;=u
6,. PAVEMENT DETAILS Q a
3
SCORE PER PLAN 1.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR a
3"RADIUS 12"x18" DECREASE WITH VARIOUS SOIL CONDITIONS.A GEOTECHNICAL
11./4' PER FOOT - �� i INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS
SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING
1 VAN DETAILS ARE MINIMUM PAVEMENT REQUIREMENTS.INCREASED E
ACCESSIBLE RECOMMENDATIONS ARE TO BE USED.
Al — 2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR d
MAU PENALTY SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE
4"WASHED STONE BASE �� \ / R%G MATERIAL.WHERE EXISTING SUBGRADE MATERIALS ERE y"
COURSE(#57 OR#67) UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH +' _
j/ SURFACE COURSE COMPACTED SELECT MATERIAL IN ACCORDANCE WITH
COMPACTED SUBGRADEJ GEOTECHNICAL RECOMMENDATIONS. MC V =
BASE COURSE NI —•2
CONCRETE WITH 6"X6"/ V A 60"MIN 0.080"ALUMINUM HANDICAP PARKING 3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY j G ;
6" 12 x6 SIGN.BOLT WITH 5/16"CADMIUM U
CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL ;
1.4x14 W.W.F. - ACCESSIBLE PLATED BOLT,NUTS AND WASHERS. REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED. ow(.3 ;
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(MUTCD)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.
D2.0I D2.02 NOT TO SCALE \, J GROUND SURFACE 2"ASPHALT
NOT TO SCALE
24" 7 WEARING COURSE ci
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 COMPACTED SUB J
2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION"VAN ACCESSIBLE". 0W
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 DETAIL
z
RESISTANT SURFACING AND/OR TACTILE Q
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 ACCESSIBLE PARKING SPACE SIGN ~
REQUIREMENTS
D2.03 W ASPHALT
C m
NOT TO SCALE = y. ,_ WEARING COURSE
1:10 MAX SLOPE PAINTED YELLOW Q g r T - it 5��,y
B- ..� �il'� L 2"ASPHALT
a STANDARD ACCESSIBLE 1, S �t 4ti �„`'�N' BINDER COURSE
BOLLARD WITH ACCESSIBLE PARKING SYMBOL PAINTED 1 , 1 �I 8"COMPACTED
PARKING SIGN,AS REQUIRED. ON PAVEMENT.PAINT mG'�i`�° =. • AGGREGATE BASE
�! COLOR TO BE PER THE �111i���� COMPACTED SUB
\ AUTHORITY HAVING GRADE
JURISDICTION.
20'0" T HEAVY DUTY ASPHALT DETAIL
SCALE:NOT TO SCALE S
---7 D REINFORCING AS o
RECOMMENDED
BY GEOTECHNICAL
SLOPE J\ CONSULTANT Luz
ACCESSIBLE/ 1:12 MAX (RE:NOTE 3 ABOVE)
5"3,000 PSI CONCRETE
SHOPPING CART / 4
RAMP TO BE <� SIDEWALK I I - 4"COMPACTED
CENTERED V RAMP
ABOUT THE
FRONT DOOR \ - 4"STRIPES Q 24"0.C.AT Z AGGREGATE BASE
46 DEGREES.PAINT W COMPACTED SUB
1 COLOR TO BE PER THE GRADE
----J A AUTHORITY HAVING > STANDARD DUTY CONCRETE DETAIL o w JURISDICTION. Q
D_ SCALE:NOT TO SCALE o
FAIN PAINTED F REINFORCING AS o
YELLOW STANDARD ACCESSIBLE w RECOMMENDED
_ PARKING SYMBOL PAINTED ON U BY GEOTECHNICAL Z
PAVEMENT.PAINT COLOR TO BE Z CONSULTANT
� PER THE AUTHORITY HAVING (RE:NOTE 3 ABOVE)
JURISDICTION. m U
6"3,000 PSI
1:10 MAX.SLOPE REINFORCED CONC
PAINTED YELLOW 4"PARKING SPACE STRIPE. TREATED 2 X 8 WOOD CAP
BOLLARD WITH PAINT COLOR TO BE PER THE w/GALVANIZED WOOD SCREWS 6"COMPACTED
ACCESSIBLE PARKING AUTHORITY HAVING A AT 12"OC STAGGERED, AGGREGATE BASE Pj1 II=I Pif`'
SIGN AS REQUIRED JURISDICTION. COUNTERSINK HEAD " �
COMPACTED SUB '0° P "
Md•a
.��I SIMPSON GALVANIZED D2.04 HEAVY DUTY CONCRETE DETA��ADE =0•eN 'ry�g�
FRAMING ANCHOR SCALE:NOT TO SCALE
A34(TYP) ;y° o
TREATED 2 X 4, G
1Ii
, ATTACH w/GALV. / D°
NOTE:
ALL ACCESSIBLE RAMPS AND ACCESS FRAMING ANCHOR
AISLES SHALL MEET ALL CODES AND I!..lid
TO POST _ `I
D2.05 ADAAG REGULATIONS.
ACCESSIBLE PARKING DETAIL OPEN SPACE /8'
NOT TO SCALE pi III
GALVANIZED
WOOD SCREWS, 8"4000 PSI CONCRETE
a il iii COUNTERSINK ' ^ d SLAB WITH #4 REBAR® w
HEAD I I O '4 12"O.C. EACH WAY M
M,FINISH GRADE , FINISH GRADE ,� ,p LOL
1�1�1.1-• 1M1� `z� `z
A da oi
Qa
cD Il /1 III
�'/ w a a 8' CABO STONE a ° y�
4000 PSI CONCRETE j O4 °8' 4000 PSI CONCRETE d
d
a SLAB WITH#4 REBAR
,��.��`('� d ° 12' O.C.EACH WAY A
_yak EZI 4"CRUSHED STONE ti da ° 6"DIA.STEEL BOLLARD
12" \/ ; 12" ° ° A ad (TYPICAL)(SEE DETAIL) r
II'
Ai l ° ° w
5'-1o" SECTION A—A 'd
CC 8
4" ELEVATION 18' d a
12" 3'-2" 12" 4" a d w 3
A I- I- { A PRESSURE ° d°° a _
1 • PRESSURE TREATED 2 X 4 a a 4 a
TREATED 2 X 4 PRESSURE TREATED(5)
a° 1 X 6 VERTICAL BOARDS
SIMPSON GALVANIZED d
B^ 45 MITER CORNERS OF d Q
f FRAMING ANCHOR A34 2 X 8 TOP CAP ° A a e c ° a
' ON UNDERSIDE OF 2x4's
PRESSURE TREATED d
4 0
4 X 4 POST a 4 U - 4
NO.4 REBAR ° 0 }
d ° N 0
B PRECAST CONCRETE WHEEL STOP 3" PLAN „ ° a Cr) o
4 4 GENERAL NOTES: a el ^
d
1. PRESERVATIVE PRESSURE TREAT LUMBER WITH WATER-BORNE PRESERVATIVES TO COMPLY WITH AWPA C2 AND C9, 7 ° rn Lo
° p '4 . RESPECTIVELY.AND WITH REQUIREMENTS INDICATED BELOW.
a A. PRESSURE-TREAT ABOVE-GROUND ITEMS WITH WATER-BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 DRAWN BY: AGG
PCF.
B. PRESSURE-TREAT WOOD MEMBERS IN CONTACT WITH THE GROUND WITH WATER-BORNE PRESERVATIVES TO A DCDC
RAWN PROJECT NO.: 22318
II II Na4 REBAR
EMBED IN PAVEMENT 6"MIN. MINIMUM RETENTION OF 0.40 PCF. 1'MITER(TYP) SITE DETAILS
Il ELEV: AA 17 2. FASTENERS: OF SIZE AND TYPE INDICATED THAT COMPLY WITH THE FOLLOWING REQUIREMENTS. PROVIDE HOT-DIP DUMPSTER PAD DETAIL,
ZINC-COATED FASTENERS PER ASTM A 153 OR AISI TYPE 304 STAINLESS STEEL FASTENERS. D2.08
ELEV: BB NOT TO SCALE
D2.06 WHEEL STOP DETAIL DUMPSTER FENCE DETAIL SHEET
NOT TO SCALE D2.O7 NOT TO SCALE
C921

H
<iF3N ° Q
z
¢a=wQ Wu
2a6LL yzx
ian
a
¢3
SIDEWALK SURFACE
ROUNDED %� n
CONCRETE CAP a--1/1
'x ° x }- ax, axe E
GRIND ° / 1/2" \
SHARP EDGES ° e� 1/8"RAD.J T T `JOINT FILLER :(11
STESCHEDULE 80STEELPIPEEILLEDTRANSVERSE EXPANSION JOINTWITH CONCRETE AND CONCRETE EDGE RESTRAINT PAINTEDYELLOW ° e TRANSVERSEf 1-O"� " a
° EXPANSION JOINT PERVIOUS UNIT O
Al_ ASPHALT PAVING .�U
/PROPOSED SIDEWALK PAVERS(TYP) y 6" PER SPECIFICATIONS N
/ (GONG.4000 P.S.I.MIN.) #5 STONE 1-0" 41 0
l\ U�U 1
VARIES " 1.5"S9.SB ASPHALT
T SEE PLAN GROOVE SURFACE VARIES �_ t— ,
ve. JOINT (SEE PLAN) 1/4"/FT. 1/21/FT. I-I�I®I�I.
SLOPE TO DRAIN ` C't"" rn
TOP OF PROPOSED ilielp
0.
��- (IIIII)
, O
PAVEMENT p.4 4"WASHED STONE BASE 2.5" 119.OB ASPHALT BINDER a 'p immimmliv
7—
V - .' .'•.' ."iv.... '.r' �.4:L COMPACTED ABC CABC STONE COMPACTED
TYPICAL SECTION , /�,( ��A� � / l > PER SPECIFICATIONS TO 100%of MAXIMUM
/�; WASHED#'57 STONE SEE //\\� /i<</J��./ 8" LABORATORY DRY DENSITY
PLAN VIEW SPECIFICATIONS FOR DEPTH /,�//�Q/•/%j (ASTM D 1557 OR AASHTO 0 ''
�.n OF STONE COURSES. ,�\/��I/ NO 4 REBAR T 180)
/,; 4,000 P.S.I.CONCRETE SUB-GRADE TO SLOPE 0 \\\
1%MIN.TO UNDERDRAINS ss
NOTES: NON-WOVEN N
w
(2)$4x12"ANCHORS GEC-TEXTILE FABRIC Q
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 40 FEET. GEOTEXTILE FABRIC ''
IIIK i\ 4:111111
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. COMPACTED SUB-GRADE \ MINIMUM 24"COMPACTED
° 2� 3. A GROOVE JOINT 1"DEEP WITH 1/3"RA011 SHALL BE REQUIRED IN THE CONCRETE SIDEWALK SUBGRADE TO MINIMUM 98%
OF THE MAXIMUM DRY i
AT 5'INTERVALS.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT 40'INTERVALS.A 1/2" 4"PERFORATED PVC DRAIN DENSITY USING THE
1' EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. PIPE®MIN. 1.0%SLOPE MODIFIED PROCTOR TEST
AMETE i
4. 6"x6"/1.4x1.4 W.W.F.REQUIRED IN ALL SIDEWALKS. ' m
D2.10 SIDEWALK DETAIL D2.11 PERVIOUS PAVEMENT W/CONCRETE EDGE DETAIL D2.12 NCDOT PAVEMENT CROSS SECTION
D2.09 STEEL BOLLARD DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE
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IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL,THEN �" 2•_0• 6 FINISHED GRADE(TYP)
8'-O"MAX.POST SPACING LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE 6" z
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
C.4"MAX APPLICABLE GOVERNMENTAL REQUIREMENTS. 2' _ NOTED:
SPACING
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'LLIII-111�" '-III 11-III-III'11-III-III°"11-III-III"°11-III-III'11 lWITIII . NOT TO SCALE
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YELLOW SURFACES SHOULD BE CLEAN, DRY 11 111 II' t11 MI 111 11 I.WOOD TO BE TREATED PINE.USE GALVANIZED NAILS FOR !S,. ¢= d
CURBING AND METAL SURFACES FREE OF HEAVY -111 - AI1/ FASTENING. o
AND RUST 2 COATS SHERWIN WILLIAMS - II II III III II 2.NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BOLLARDS - KEM 4000 ACRYLIC ALKYD ENAMEL ) T FRONT VIEW ISIIIII' �MEII1 I BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS. PROPOSED 18"CURB AND GUTTER Con U
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PARKING LOT PROMAR TRAFFIC MARKING PAINT"H.O." w A
BLUE
PLAN
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY �Y
CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) CC N
D2.13 BY UTILITY COMPANYS WEL AS 36"
ALL INFRASTRUCTURES REQUIRED 36"CONCRETE FLUME DETAIL 0
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DRAWN BY: ACC
CDC PROJECT NO.: 22318
SITE DETAILS
SHEET
C922

CONSTRUCTION SEQUENCE 1) GROUND STABILIZATION =2 g a H F.s
GENERAL EROSION CONTROL NOTES SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME i 2 o
1. ALL GRADING AND SOIL EROSION CONTROL MEASURES ON THIS SITE MUST BE AUTHORIZED GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE TIME FRAME FRAME EXCEPTIONS Q l N
WITH REQUIREMENTS OF HAYWOOD COUNTY&NCDEQ.THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE C
BY PERMITS ISSUED BY HAYWOOD COUNTY.ALL SITEWORK SHALL BE IN ACCORDANCE I.-i'.1 y i
E. COMPLIED WITH FOR ALL WORK. PERIMETER DIKES,SWALES, 7 DAYS NONE w LL
WITH ALL LOCAL,J STATE,AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS DITCHES,AND SLOPES ,$iAo�` o
�g< IN THE PROJECT TECHNICAL SPECIFICATIONS. 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. <a i<n
y�S_ og6i� 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING,EROSION CONTROL, HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE Q 3
ggi LAND DISTURBANCE,AND ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR 2. FLAG WORK LIMITS. w
1.PROVIDE RAINING RADIUS SUFFICIENT TO ACCDMCOATE LARGE wclao� TO BEGINNING CONSTRUCTION. 3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. n
TRUCKS. SLOPES GREATER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR
2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION mgucaw 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER,THE OWNER, LESS IN LENGTH AND ARE
BY ALL CONSTRUCTIONAINEDVEHICLES. g 4. INSTALL CONSTRUCTION ENTRANCE WITH CULVERT AND INLET PROTECTION AS NEEDED DURING
3.MIST BE MAINTAINED IN A CONDITION MICH WILL PREVENT �'" AND HAYWOOD COUNTY.THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR NOT STEEPER THAN 2:1,
So TRACKING OR DIRECT FLOP OF MA ONTO STREETS. M TO BEGINNING WORK. ANY WORK COVERED PRIOR TO ENGINEER'S14 DAYS INSPECTION IS SUBJECT DEMOLITION OF SITE FEATURES. INSTALL ALL PERIMETER SILT FENCE. ARE ALLOWED a
PERIODIC TOPDRE9SING WITH STONE WILL BE NECESSARY. TO UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
MST/ 4.ANY MATERIAL TRACIO:D ONTO TIE ROADWAY MST BE 5. CALL HAYWOOD COUNTY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES BEFORE Q CLEANED UP IMEDIATELY. PROCEEDING WITH CLEARING.GRUBBING,AND GRADING.
// SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES
5.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. dINGRESS AND EGRESS UNTIL BITE IS STABILIZED. PROVIDE 6. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS(SLOPES GREATER THAN 3:1) GREATER THAT 50'IN LENGTH
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.////
8.MAKER AND LOCATION OF CONSTRUCTION ENTRANCES TOW 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND NV ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY OR 14 CALENDAR DAYS(3.1 OR FLATTER). AFTER FINISHED GRADE ARE ESTABLISHED,TEMPORARYyBE DETERMINED BY THE ENGINEER. Z SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWINGALL OTHER AREAS WITH 14 DAYS NONE EXCEPT FOR Q-
7.USE CLASS A'STONE QR OTHER COARSE AGGREGATE APPROVED CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS/ BY THE ENGINEER. o HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS RATES PER ACRE. SLOPES FLATTER THAN 4:1 PERIMETERS AND Cr'N
8.INSTALL CONSTRUCTION ENTRANCES IN A MAY TO PREVENT VEHICLES "I- U
/ '? AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO HOW ZONES) _
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. o Z CONTRACTOR SHALL APPLY FERTILIZER AT RATES COMPLYING WITH RECOMMENDATIONS FROM A �.N[ a
/ W CONSTRUCTION. SOIL TEST. >. N Q ;
Q 2 o 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE: *EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON V o V
H DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM RYE GRAIN 120 LBS WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE (SECTION 11.6(2)(B))
< SWITCHGRASS 50 LBS(OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE)
REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES,AS
r WELL AS THE PROJECT PLANS AND SPECIFICATIONS, AT THE CONTRACTOR'S EXPENSE. FOR SUMMER SEEDING ADD: 0
N z
CLASS'A'STONE , <' $u 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE GERMAN MILLET 40 LBS 2)BUILDING WASTE HANDLING
8 IN.IIIN.DEPTH 7 4 b CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT FOR FALL ADD: NO PAINT OR LIQUID WASTE IN STREAM OR STORM DRAINS.
J 811, 48 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE ENGINEER AT LEAST 72 RYE GRAIN 120 LBS • DEDICATED AREAS FOR DEMOLITION,CONSTRUCTION AND OTHER
W HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
> WASTES MUST BE LOCATED DX'FROM STORM DRAINS AND
IF HYDROSEEDING IS USED,WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE 8. EROSION CONTROL IS A FIELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT RATE OF 1,000 LBS PER ACRE. • EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50'FROM
it
FENCES,TEMPORARY SEDIMENT BASINS,AND ALL OTHER MEASURES MAY NEED TO BE STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ADDED IN ADDITION TO THE APPROVED PLAN AS NECESSARY.MEASURES SHOWN CAN AND 7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
SHOULD BE ADJUSTED TO ASSURE MAXIMUM PROTECTION ON SITE.CONTRACTOR SHALL ALTERNATIVES AVAILABLE. F.)
ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS. 8. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA. • CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT0 A
Ts WITH SURFACE WATERS,WETLANDS,OR BUFFERS.
1007.01 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALL 9, REQUEST FINAL APPROVAL BY HAYWOOD COUNTY.NECESSARY NECEssARr EROSION AND SEDIMENTATION CONTROL MEASURES.
3)DISCHARGES TO FEDERALLY-LISTED WATERS y
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL y
UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A • REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT.
UTILITY COMPANY PERFORMS THE WORK. T��,{ T'7�T MEASURES TT��' • THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF 0 m
PERMANENT SEEDING 1VMEAS V^ES THE DIRECTOR LP OF DWO DETERMINES THAT OTHER SCMS 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
PERFORMANCE BASED REQUIREMENT,AND THE SITE WILL NOT BE ACCEPTED UNTIL
PERMANENT VEGETATION IS ESTABLISHED TO THE SATISFACTION OF THE ENGINEER. ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDEQ& 4)SELF-INSPECTION REQUIREMENTS
CHANNEL INSTALLATION HAYWOOD COUNTY. THE FOLLOWING APPLY TO AREAS WITHIN NCDEQ PERMANENT SEEDING MIXTURE AREA#1M: co
12. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN SEEDING MIXTURE: • SAME WEEKLY INSPECTION REQUIREMENTS.
12" ACCORDANCE WITH NPDES PERMIT.MAINTENANCE INSPECTIONS SHALL BE PERFORMED • SAME RAIN GAUGE Sc INSPECTIONS AFTER 0.5"RAIN EVENT.
WEEKLY AND AFTER EACH RAINFALL.ALL REPAIRS NECESSARY SHOULD BE MADE INSPECTIONS AUG ONLY REQUIRED DURING"CORRAL BUSINESS
ENGINEERIMMEDIATELY AND IN STRICT ACCORDANCE WITH COUNTY STANDARDS AND SPECIES RATE(LB/ACRE) •
NPDES PERMIT.CONTRACTOR SHALL SUPPLY THE ENGINEE WITH RECORD OF DEVIATIONS HOURS."
FROM PLANS FOR PREPARATION OF FINAL RECORD DRAWINGS. TALL FESCUE 100 • RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON-SITE
AL
1 lrli PANICUM VIRGATUM 10 DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS
I NORTH 13. ALL SLOPES GREATER THAN 2:1 SLOPE AND OVER 5'IN HEIGHT SHALL BE CERTIFIED BY A REDTOP 5 APPROVED.
AMERICAN 6 - KENTUCKY BLUEGRASS 5 • RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON
\�\yJJy ff 1 LICENSED PROFESSIONAL AS REQUIRED BY HAYWOOD COUNTY. REQUEST.
jJ'���/ > `ti 1. . . GREEN �� 14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL • ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED o
1 NURSE PLANTS:
�y z, . © - PERMIT FOR ANY OFFSITE BORROW/SPOIL AREA. CONTRACTOR MUST PROVIDE COPY OF BETWEEN MAY 1 AND AUG. 15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.PRIOR TO UNDER CERTAIN CONDITIONS. _
/C-' ' ' PERMIT •TO HAYWOOD COUNT! INSPECTOR PRIOR TO CONSTRUCTION. MAY 1 OR AFTER AUG.15,ADD 40 LB/ACRE RYE(GRAIN).IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND
J . CONDITIONS RECORDED ON NCDEQ SELF-INSPECTION AND
LATE SUMMER AND OVERSEES THE SWITCHGRASS IN MARCH. SELF-MONITORING COMBINED FORM LOCATED ATo
15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED, AN APPROVED GRADING PERMIT HTTPS://DEq.IN GCOMABOUT/DIVISIONS/
MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF SEEDING DATES: ENERGY-MINERAL-LAND-RESOURCES EROSION-SEDIMENT-CONTROL FORMS
/ if
ANY LAND DISTURBING ACTIVITY BEST POSSIBLE / / o
\,�,,`�( l .// ( 4y 16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95%MAXIMUM BELOW 2500 FT: AUG.15-SEPT.1 JULY 25-SEPT 15 5)IMPLEMENTATION OF NEW PERMIT CONDITIONS
DENSITY(STANDARD PROCTOR),SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH MAR.1 -APR.1 MAR.1 -MAY 10
•/"��" O AND DEBRIS, AND BE PROPERLY BENCHED AND DRAINED. ABOVE 2500 FT: JULY 25-AUG.15 JULY 15-AUG.30
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE
lr ^ ^^F (( -� MAR.20- APR.20 MAR.5-MAY 15 TO FOLLOW THE PREVIOUSLY-PERMITTED CONDITIONS.
( _ _ 17. ALL FILL MATERIAL,UNLESS A PERMIT FROM NCDEQ DIVISION OF WASTE MANAGEMENT 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 COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST-FACING n
OTHER DEGRADABLE MATERIALS,MASONRY,CONCRETE AND BRICK SIZES EXCEEDING 12 SLOPES. FOLLOW CONDITIONS OF APPROVED APPLICATION. o
_ INCHES,AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A • APPLICATIONS RECEIVED AFTER AUGUST 2,2011 MUST COMPLY
.LL LANDFILL BY THE STATE OF NORTH CAROLINA. SOIL AMENDMENTS: W1TH NEW PERMIT CONDITIONS. n o
\/ �.O APPLY LIME AND FERTILIZER ACCORDING TO THE RESULTS OF A NC DEPARTMENT OF AGRICULTURE SOIL TEST o
n MULCH: 6)CONDITIONS IN EROSION&SEDIMENTATION
-41/1--
EROSION CONTROL MAINTENANCE NOTES: APPLY 4,0oo-s,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING CONTROL PLANS
1. INSPECT EROSION CONTROL MEASURES ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL. MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED z
CONTRACTOR TO INSPECT MEASURES FOR COMPLIANCE WITH PLANS AND DETAILS; INCLUDING ANCHORING METHOD ON STEEP SLOPES. • 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.
1p MEASURES. MAINTENANCE: • DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH
11 n MOW NO MORE THAN ONCE A YEAR. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. THE SURFACE-WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT
® 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. ARE LOCATED. P IIINO
• ® AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. �'\4° °"°" /'''
4,�-6' \O�°P °d=d
II y 3. WHEN MEASURES ARE FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY TO BRING _4;° �',�,�°° _
(10cm-15cm) MEASURE BACK INTO COMPLIANCE WITH PLANS AND DETAILS. _UIOT 5a`Ye-
4. IF MEASURES ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL MEASURES 8 MAX - W oV°
1.PREPARE SOIL BEFORE INSTALLING BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER,AND SEED. AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. VARIABLE AS DIRECTED BY ENGINEER STEEL POST STEEL POST "° "
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA.CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. PLASTIC OR WOVEN WIRE FABRIC �'� °°°CXP.���
5. CONTRACTOR TO REMOVE MEASURES AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE WIRE TIES(TYP) �O
2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6"(15cm)DEEP X 6"(15cm)WIDE TRENCH WITH STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER. SILT FENCE FILTER FABRIC
APPROXIMATELY 12"(30cm)OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.ANCHOR THE BLANKET MIN.10 GA.LINE
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm)APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND WIRES(TYP)
L COMPACT THE TRENCH AFTER STAPLING.APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12'(30cm)PORTION OF M
BLANKET BACK OVER SEED AND COMPACTED SOIL.SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES MIN.12-1/2 GA. 4r
SPACED APPROXIMATELY 12"(30cm)APART ACROSS THE WIDTH OF THE BLANKET. INTERMEDIATE o
WIRES(TYP) N m3
3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL.BLANKETS WILL UNROLL WITH APPROPRIATE t
PIPE OUTLET TO
SIDE AGAINST THE SOIL SURFACE.ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING PIPE OUTLET TO FLAT AREA FILL SLOPE
NO WELL-DEFINED CHANNEL
WELL-DEFINED CHANNEL IIICC
STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.WHEN USING OPTIONAL DOT SYSTEM ,- .�,� �I III
STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE ' Ll 'al
0
PATTERN. I Ott:.tOOkiM. '" EX.GRADE
A A A 0...,*.�8�180�j A WOVEN WIRE FABRIC EX.GRADE ANCHOR 12"LONG SKIRT IN
4.PLACE CONSECUTIVE BLANKETS END OVER END(SHINGLE STYLE)WITH A 4"-6"(10cm-15cm)OVERLAP.USE A DOUBLE ROW H o �� 4�j TRENCH 8"DEEP AND 4"WIDE*
�!+>IO�� SILT FENCE FILTER FABRIC CO
OF STAPLES STAGGERED 4"(10cm)APART AND 4"(10cm)ON CENTER TO SECURE BLANKETS. o J 80 f 10 40�1 f z
II
3� t�A� SIDE VIEW
5.FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES - � �00j�4`� FRONT VIEW U
APPROXIMATELY 12"(30cm)APART IN A 6"(15cm)DEEP X 6"(15cm)WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH �r►�ej 01�
AFTER STAPLING. v,li`I � 0;
41` %► zo
6.ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5"(5cm-12.5cm)(DEPENDING ON BLANKET TYPE)AND PLAN o
STAPLED. TO ENSURE PROPER SEAM ALIGNMENT,PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING INSTALLED PLAN CONSTRUCTION NOTES: MATERIALS NOTES: W •
m r
ON TOP)EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED La L' z
La 1- v 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY i 1IM o
7.IN HIGH FLOW CHANNEL APPLICATIONS,A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT(9m-12m)INTERVALS. O STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS w
USE A DOUBLE ROW OF STAPLES STAGGERED 4"(10cm)APART AND 4"(10cm)ON CENTER OVER ENTIRE WIDTH OF THE - FABRICS. CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS o W o
CHANNEL WHICHCONF SINH TOW THE REQUIREMENTSB IN6, 25 M D 6461, F o
ti'. p - q' 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES WHICH IS SHOWN IN PART IN TABLE fi.fi2b OF THE r \ 3
"s zC - ;g NOT EXCEED 24"ABOVE THE GROUND SURFACE. (HIGHER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND B.B.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm) o H
APART IN A 6'(15cm)DEEP X 6"(15cm)WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. * .., �� FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO DESIGN MANUAL. //��
CAUSE FAILURE OF THE STRUCTURE.) �y
NOTE: FILTER BLANKET FILTER BLANKET 2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET o Q L,
CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM
SECTION AA SECTION AA
A. OVERLAPS AND SEAMS NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID OF 6 MONTHS OF EXPECTED USUABLE CONSTRUCTION LIFE _
NOTES: JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY
B. PROJECTED WATER LINE POINTS ALONG THE CHANNEL SURFACE. AT A TEMPERATURE RANGE OF 0 TO 120'F. T a
C. CHANNEL BOTTOM/SIDE 1. La IS THE LENGTH OF THE RIP RAP APRON. FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST o 2
SLOPE VERTICES **IN LOOSE SOIL CONDITIONS.THE USE OF STAPLE OR 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM IS WITH 4'MIN.OVERLAP TO THE NEXT POST. 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 L. o
A STAKE LENGTHS GREATER THAN 6"(15 cm)MAY BE 24'DEEP IF STONE IS CLASS II) LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. *-
B B NECESSARY TO PROPERLY ANCHOR THE BLANKETS. 3. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO /11 Q
Q � ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
WHICHEVER IS LESS. MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE FACILITATE FASTENING THE FABRIC. _ �/
BANK,\(6
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE o
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP BOTTOM OF THE TRENCH. FASTEN THE WIRE 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER -/'
AND SOIL FOUNDATION. RENFORCEMENT,THEN THE FABRIC ON THE UPSLOPE SIDE FABRIC,USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND
5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL. OF THE FENCE POST. WIRE OR PLASTIC TIES SHOULD A MAXIMUM MESH SPACING OF 6 INCHES. F
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD. HAVE A MIN.50 lb TENSILE STRENGTH.
'''''' _ ,µ'''''' ANGULAR AND WELL-GRADED. NOTES:
- - - 7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE 5. EXCAVATE A TRENCH APPROXIMATELY 4"WIDE AND 8" DRAWN BY: HOG
RECEIVING CHANNEL OR SLIGHTLY LOWER. DEEP ALONG THE PROPOSED LINE OF POSTS AND USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT
8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT UPSLOPE FROM THE BARRIER. EXCEED 1/4 ACRE AND NEVER IN AREAS OF ROUGH GRADING AND EROSION CDC PROJECT NO.: 22318
THROUGHOUT ITS LENGTH. CONCENTRATED FLOW
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. 6. PLACE 12"OF THE FABRIC ALONG THE BOTTOM AND SIDE
0 CHANNEL LINER INSTALLATION OF THE TRENCH. . FOR REPAIR OF SILT FENCE FAILURES,USE No.57 WASHED CONTROL DETAILS
NOT TO SCALE 7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE STONE. AS AN ANCHOR WHEN SILT FENCE IS PROTECTING
CO RIP-RAP
APRON FILTER FABRIC AND COMPACT. THOROUGH COMPACTION CATCH BASIN.
OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
8. SHEET DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 9 31
NOT TO SCALE 0 SILT FENCE
NOT TO SCALE

1.5' i 1 4 .s H R 4 T
i RN We
12"OF NCDOT#5 OR#57 O L m ff 411
WASHED STONE i L< F j w LL
WOVEN FILTER FABRIC CLASS B RIPRAP i ' H N u w N
WIRE FENCING �`IP'//. z.7 24"MAX NOTE: N MAXIMUMHEC SPACING ¢y i N y
BETWEEN CHECK DAMS EXCEPT ON
FILTER FABRIC 1�7����.► AT CENTER <�+
STEEL POST 8'MAX - / !/„ }/lamROADS GREATER THAN 10%GRADE IN 3
STEEL POST STEEL POST '' �/�%F' 5� 7 Sl 1 WHICH CASE MAXIMUM SPACING OF 50'
III III WIRE FENCING •• BETWEEN CHECK DAMS IS REQUIRED
WIRE FENCING �4 TO 6� .•6'S���
M•III9NNNNNNNNNNNNNNNNNNNNNIIIE�� • CLASS I RIP RAP �•�/9r \• A B
NiNN1III9NNNNNNNNNN,NNNNNNNNNNIINaN #5 WASSIED STONE L B
in
NAILlNNNNNN®NNNNNNNNNiiNEMEINN e� R
II19ir911EEE9®®®�®®61INEMa®0®N®III,N 50 "WS,, s 5�1 SECTION .•2:ry � - u___' m e' x. TI A-A /1�. a 1119E�.�.-_ - _ �II� _
_ STONE CHECK DAM: a 23
_ 7 �_= n„7 STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DAM. vi
=__ L=THE DISTANCE SUCH THAT POINTS �'
"' _-_--IT - 1 A AND B ARE OF EQUAL ELEVATION 91 A C d 43
mu
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM: 1.5 FS[ rB
9"MIN. MIN
II II IIIII,MAINTENANCE NOTES: -ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT � - �0
3
EXCEED 0.5 ACRES. - (,��(,) 3
1. INSPECT CONCENTRATED FLOW OUTLET ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL. -KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM.
CONTRACTOR TO INSPECT CONCENTRATED FLOW OUTLET FOR COMPLIANCE WITH PLANS AND DETAILS; -KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
INCLUDING SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF THE OUTER EDGES AT NATURAL GROUND ELEVATION.
CONCENTRATED FLOW OUTLET. -KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER. FILTER FABRIC
-ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE
AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. DOWNSTREAM DAM. A
0
-STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
3. WHEN CONCENTRATED FLOW OUTLET IS FOUND TO BE DAMAGED.CONTRACTOR TO REPAIR IMMEDIATELY CAUSED BY CHECK DAMS.
TO BRING CONCENTRATED FLOW OUTLET BACK INTO COMPLIANCE WITH PLANS AND DETAILS. -USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE FACE VIEW
DAM WITH NCDOT#5 OR#57 STONE.
4. IF CONCENTRATED FLOW OUTLET IS FOUND TO BE INSUFFICIENT.CONTRACTOR TO INSTALL ADDITIONAL -KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. MINIMUM OF 1.5 FEET TO AVOID WASHOUTS FROM OVERFLOW AROUND THE DAM.
U
5. CONTRACTOR TO REMOVE CONCENTRATED FLOW OUTLET AND BRING AREA TO GRADE ONCE
CONFORMATION OF SITE STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER.
CONCENTRATED FLOW OUTLETS-SILT FENCE •® STONE CHECK DAM 7
NOT TO SCALE0 NOT TO SCALE
m
REFERENCE NCDENR EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL SECTION 6.55 ROCK PIPE INLET PROTECTION 4 m
GROUND ELEVATION 11", \///\ /��NATURAL \/FILTER FABRIC OR \A ,.GROUND ,y\y\� RIP RAP
DITCH LINER V\\�', \ ��� HEADWALL K o
WOODEN WEDGES / � � m -
WITHNAILATTOP -
///v j��\j � CONSTRUCTION NOTES:/�/�iC`// //
12'COIR WATTLE \\\�\ \; \�., 1. CLEAR AREA OF DEBRIS.DISPOSE OFtyFrM�'ry 40.5�yM i. y SPOIL. a
� LJ
MMMM�►` ti2. INSTALL CLASS B OR CLASS I RIP-RAP
/ fll• �y IN A SEMI-CIRCLE AROUND THE PIPE
yQ�•R'�• • . •# INLET.STONE SHOULD BE BUILT UP
\ CLASS B %�, �, �, �, _OR CLASS I �y��/ __ - HIGHER ON EACH END WHERE IT TIES
RIP-RAP y�y� ,' ' ,�,�, INTO THE EMBANKMENT.THE MINIMUM
CREST WIDTH OF THE RIP-RAP SHOULD
11; 'y'y►.�;'�� \O:..
�;,,� BE 3-FT,WITH A MINIMUM BOTTOM n
'IJVi WIDTH OF 11-FT.MINIMUM HEIGHT
SHOULD BE 2-FT,BUT ALSO 1-FT
','.' .'• LOWER THAN THE SHOULDER OF THEFLOW 1■I, O'1 •e,I� EMBANKMENT OR DIVERSIONS. o�,,'\ •; 3. A 1-FT THICK LAYER OF NCDOT#5 OR
TOEEZZZZ
ODN WED . 1, . • #57 STONE SHOULD BE PLACED ON o
R FILTER BERM ',., /, '►` ,/ ', ', THE OUTSIDE SLOPE OF THE RIP-RAP.
WATTLE PROFILE VIEW 0 4. THE SEDIMENT STORAGE AREA SHOULD
NCDOT#5 OR #57 MI6, 'I' BE EXCAVATED AROUND THE OUTSIDE
12"COIR WATTLE WASHED STONE ,,•' .• , • X OF THE STONE HORSESHOE 18-IN
1•t h BELOW NATURAL GRADE
DOWNSTREAM y�vvvy.R7,tt►0:4Rt 5. AFTER THE CONTRIBUTING DRAINAGE
FILTER DOWNSTREAM
y�yial a��iy�, AREA HAS BEEN STABILIZED FILL ,x
FLOW +�,..9: DEPRESSION AND ESTABLISH FINAL N
\ GRADING ELEVATIONS,COMPACT AREA, ,,, •^••,OS`,
\" AND FINISH STABILIZATION. 4,
FILTER FABRIC :% S�pVo
DITCH LINE
le W Y _
Ig `/j MAINTENANCE NOTES: �' ��'°Q
//�\�/�\\/ % % 18• / �j RO 1. INSPECT
PROTECTIONCATPIPE
EASNLWEEKLY '%/� o�O�P`\`
AND AFTER EACH SIGNIFICANT :,
// " /\ //A, u, (1/2 ALL EOR VENT.GREATER)MAKE
REQUIRED REPAIRS IMMEDIATELY.
UPSTREAM FILTER NATURAL 2. REMOVE SEDIMENT AND RESTORE
SECTION VIEW
8"STAPLES APRON \ SEDIMENT STORAGE AREA TO
RIPRAP HEADWALL.1' `� ITS ORIGINAL DIMENSIONS WHEN
.HEIGHT FROM THE SEDIMENT HAS
a' MIN.
SHOULDER ACCUMULATED TO ONE-HALF
9 WATTLE DETAIL \�= f F THE
TRAP.REPTHE NADCEPCONTH OTAM CONTAMINATED W
NOT TO SCALE scolueNT �' GRAVEL FACING AND CHECK //��
sroRACE za+E STRUCTURE FOR DAMAGE. CC
APE INVERT / 3. REPLACE DISPLACED RIP-RAP O
FROM THE STONE HORSESHOE a
FLOOD SOOEOO I,s cross s-T /CA /j\s/ T IMMEDIATELY. o
CLASS RIP-RAP \//\A\ /\\/\//\\/\\ 4. REMOVE MATERIALS UPON '^ Q
MAN SEDIMENT DEP>r w�HEo s10 '���/\� � STABILIZATION OF CONTRIBUTING V J c>
\\, \j \�j\� \j \/\\ DRAINAGE AREA AND PROVIDE
PERMANENT GROUND COVER.
o
0
ROCK PIPE INLET PROTECTION•
o i or j/•� o
NOT TO SCALE CC
W 3
oP >
o CC
o J
I o
o
a
a
DRAWN BY: ACC
ROUGH GRADING AND EROSION CDC PROJECT NO.: 22318
CONTROL DETAILS
SHEET
C932

H
FINAL BACKFILL o J m ff w m
GENERAL NOTES FOR STORM
(SEE SPECIFICATION FOR C_m m A m m
COMPACTION REQUIREMENT) a W¢ i.ten i LL
1. ALL STORM INSTALLATION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY HAYW000 COUNTY.ALL a� �` ZZSITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE.AND NATIONAL REGULATORY STANDARDS ANDa i a u
-y/\\/\%\% \/ \%/�%.\%\ ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
' /\ \/,;\ 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED STORMWATER AND ASSOCIATED NON-GRADING
\ \ \J� \/ \\" NEENAH R-1975-B EXTERNAL DOWN SPOUT
//��/ / ^ /\\\ HANDHOLE FRAME&LID SCORIATED LID (SEE ARCHITECTURAL PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 3
///// U\/ //\ OR APPROVED EQUAL "� LETTERED"STORM" PLANS)
\//\/\/ //\\//y///�% MINIMUM COVER 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTOR OF THE ENGINEER,THE OWNER,AND HAYWOOD COUNTY.
\ \\//\\��j%\\>/,%\ /A TO PAVEMENT 6"UNIVERSAL DOWN SPOUT THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING WORK. ANY WORK COVERED E
�/\ \/ !�/\//\ FINISH GRADE PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S
%\% \ /\%y/� \ \ar \\\\ /� w \/ \\\\\\ /\ \\\\\.\\\\:N IIIIII M37" 1 CONNECTION PLUG EXPENSE. vi
r\\\\\\ \\\\\ \\\\\ \\ (FERNCO USDS-6P OR
1 �/\////% \ � � \\\\/�\\,�`' '�\�/\\/'\\\ \/\\\\/ APPROVED EQUIVALENT d
¢ Y /,/%`�\�Tj, `//^/j /�./a'\ ) 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR.
/,/ - 6"DOWN SPOUT COLLECTION y 6 MINIMUM COVER a //�\ / 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL
j\\ . 4"THREADED PIPE(CONTRACTOR TO UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE .15
CLASS CLASS CLASS CLASS w6 /\��\�� C LEAN-OUT PLUG COORDINATE WTH ARCHITECT LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE
C
INITIAL BACKFILL GI
II III IV V FOR ANY SUPERCEDING DOWN NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR
�()
(COMPACTED TO 98� o 45'BEND SPOUT CONNECTION DESIGNS LOCATION PRIOR TO CONSTRUCTION.
SPRING '� OF STANDARD PROCTOR) 2' 2' 1' 1' 45'WYE BRANCH OR AND LOCATIONS) 2•8)0
'_ HAUNCH 5 z 45'BEND AS REQUIRED 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION. U 13(� 3
o BY SITE PLAN I PROVIDE STONE BEDDING ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE
1 (COMPACTED TO 98% FROM 6"BELOW PIPE TO TOP CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE
J OF STANDARD PROCTOR) 'ad
oAIIMMIIIWIAMMIM
OF PIPE FOR FULL TRENCH AGENCIES,AS WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE.
WIDTH.
CES..
y� BEDDING MAXIMUM COVER 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY (111)
CTED TO i� /, OFOSpANDARD PROCTOR)TOR) CLASS CLASS CLASS CLASS m , ISTO BEGIN.THECONTRACTORSHALLNOTIFYNCONECALLAT811,48HOURSBEFORECONSTRUCTIONIIIIIIVV $ 1.09,MIN. '� BEGINS.NOTIFY THE ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
45'BEND(TYP) 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY
SUITABLE 10' 20' 30' 40' (AS REQUIRED)
FOUNDATION EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE. CONTRACTOR IS
igiff
4"FOR 12"-24"PIPE- TRENCH WIDTH RESPONSSTORM IBLEPES FOR AND EROSION
OSIONECONTROL MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL
6"FOR 30"-60"PIPE OD+3'
NOTES:
9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALL NECESSARY EROSION AND �d
1. CLEAN-OUT PIPE AND FITTINGS SHALL BE SAME MATERIAL AS THE DOWNSPOUT COLLECTION PIPE.SEE SEDIMENTATION CONTROL MEASURES.
PLAN FOR PIPE SIZES.CLEAN-OUT WYE TO BE SAME DIAMETER AS LATERAL.RISER,PIPE AND is
*ASSUMED PIPE BACKFILL IS PLACED AND THREADED PLUG TO BE 4". 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE A
COMPACTED TO THE REQUIRED 98% 2. WHERE CLEAN-OUTS ARE LOCATED IN SIDEWALKS OR PAVEMENT,CAST HANDHOLE LID IN PLACE AND ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. Qz
OF THE STANDARD PROCTOR FLUSH WITH FINISH GRADE. U
NOTES: 3. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR ANY SUPERCEDING EXTERNAL DOWN SPOUT 11. ALL HIGH DENSITY POLYETHYLENE(HDPE)CORRUGATED STORM SEWER DETENTION PIPE SHALL BE TYPE"5"
COLLECTION SYSTEM CONNECTION DESIGNS AND LOCATIONS HANCOR SURELOK ADSN12 OR APPROVED EQUIVALENT WITH WATER TIGHT JOINTS MEETING AASHTO M252,
M294 OR MP7.ALL HDPE PIPE IS TO BE INSTALLED ACCORDINGLY TO MANUFACTURERS SPECIFICATIONS AND IN
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",AND THE PROJECT SPECIFICATIONS. ACCORDANCE WITH ASTM D2321 WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC LOAD AREA SHALL BE z
DOWN SPOUT COLLECTION PIPE AND CLEANOUT 24"FOR 4"-48"AND 18"FOR 60".PIPE MATERIAL SHALL MEET THE PRODUCT SPECIFICATIONS OF ASTM F667
D4.03
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN REQUIRED. NOT TO SCALE AND SHALL HAVE A SMOOTH WALL INTERIOR.FOR ALL STORM SYSTEMS,WORK MUST BEGIN AT THE LOW
POINT OF THE SYSTEMS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY VARIANCES FROM EXPECTED
3. FOUNDATION: WHERE THE TRENCH IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH CONDITIONS. m
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH BOTTOM 12. CURB INLET FRAME,GRATE AND HOOD SHALL CONFORM TO NCDOT BAD 03E.DROP INLET FRAME AND GRATE
MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. SHALL CONFORM TO NCDOT 840.16.FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.03,
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II,OR,III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO OPENING FACING UPSTREAM.MANHOLE RING AND LID TO CONFORM TO NCDOT 840.54.OPEN THROAT INLETS
TO CONFORM TO NCDOT 840.04 WITH A MANHOLE RING AND LID INSTALLED IN THE TOP FOR ACCESS TO THE
ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100 mm)FOR 12"-24"(100 mm- 600 mm); STRUCTURE. SET ACCESS POINT ADJACENT TO A STRUCTURE WALL AS TO ALLOW ACCESS TO STEPS.
6"(150 mm)FOR 30"-60"(750 mm-900 mm).
5. HAUNCHING/INITIAL RACKFIIJ: SUITABLE MATERIAL SHALL BE CLASS I,OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN OF FINISHED GRADE 13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
11' �{ SPECIFICATIONS FOR ROAD AND STRUCTURES(LATEST EDITION).CONCRETE SHALL BE CLASS A OR B,4000
PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED PSI MINIMUM,MEETING THE REQUIREMENTS OF SECTION 900,CONSTRUCTED IN ACCORDANCE WITH SECTION
IN ASTM D2321,LATEST EDITION. 825.MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 940,CONSTRUCTED IN ACCORDANCE WITH
\ \ \ :I;I:G..... :::. C` \ SECTION 830 AND/OR 834. 5 o
6. MAXIMUM COVER: MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO THE TOP OF THE PIPE,AND SHALL BE /X Vj �, �PNN� � / -
o.o- m a
LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL. \���\\\j � . *..0,p.\�\\\/\\�\ 14. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS LABORATORY Q
UNDER ALL PAVED AREAS.
/ j/�//�j/ """"::C:::.::5:::�% " / //� SC150BN DITCH LINER 15. COMPACTION REPORTS MUST BE PROVIDED TO HAYWOOD COUNTY STORM WATER SERVICES DIVISION INDICATING
o
RCP TRENCH INSTALLATION DETAIL, \''\\\A//./\\ \/\ X\/X\/\\ THAT FILL HAS BEEN COMPACTED TO NOT LESS THAN 95%MAXIMUM DENSITY(STANDARD PROCTOR). a
D4,OI NOT TO SCALE
NOTE: 3
DITCH SLOPE TO BE AT A 1%MIN SLOPE TRAPEZOIDAL SWALE
FROM INLET TO OUTLET
D4.04 NOT TO SCALE
o
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO
NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL
INCOMING PIPE A W`W,i1';A +o A � ►�1 .�j A
} ���\'WIy} ,/j��i�' FINISHED GRADE \�,�, ' „
n o r4�/I�1� I3� tale `,t' istr� r VARIES P NO�.
\ ♦I.f.ICI ,, ♦ 21141 it1 i4
' ` •. e r% th.•\� g.•o - =1I I i I F-d_T-1I I-_ r -1=I =_ITi-ITi_
a,t��.���... 'I-I I I_I 2. m 2`M =1T1-1 I f=1 t=W_
FLARED END / \ PLAN �I _AI1j1111=_ 'NA.r "-' HV_r� y°, ' �xi�°Q
SECTION MATERIAL PLAN .IIII IIT_I =_III "�.<,
r ��� SC150BN DITCH LINER p e
TO MATCHINCOMING PIPE , -a La w v I� 111- II~ /�� IID�e`�`_
i ‘k 1 '�' II-11- Is NOTE: DITCH SLOPE TO
=11 11
BE AT A 1%MIN SLOPE
FROM INLET TO OUTLET
PLAN , D4.05 PERMANENT DRAINAGE DITCH
°6aE' NOT TO SCALE
tOA SECTION AA FILTEReLaNkET FILTER BLANKET SECTION AA
NOTES:
1. LA IS THE LENGTH OF THE RIP RAP APRON. W
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM ISCC
24"DEEP IF STONE IS CLASS II)
3. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN O a
ELEVATION ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE -
BANK,WHICHEVER IS LESS. A
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP
NOTES: AND SOIL FOUNDATION.
5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL.
1. THE DIMENSION OF THE THE FLARED END
SECTION SHALL BE PER MANUFACTURER'S 6. RIPRAPMAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD. o
SPECIFICATIONS. ANGULAR
R AND WELL-GRADED.
7, CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE
2. THE SKIRT SECTION OF THE FLARED END RECEIVING CHANNEL OR SLIGHTLY LOWER. I- z
SECTION SHOULD BE JOINED TO THE INCOMING 8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT
THROUGHOUT ITS LENGTH. W
PIPE PER MANUFACTURER'S SPECIFICATIONS.
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. CC 6L o
W
tD4.02 FLARED END SECTION WITH -
RIP-RAP APRON Cr
NOT TO SCALE 0 J
o T 'o
�
a
W
a IT
DRAWN BY: ACC
CDC PROJECT NO.: 22318
STORM DETAILS
SHEET
C941

H
<i(SN De
u
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ORSTRUCTUR CONCRETE...TUT Omen rem
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. R i ml
w I U 1 x
Implementing the details and specifications on this plan sheet will result In the construction 2. Provide drip pans under any stored equipment. .-•.•.. _ .• ___ O LL m O LL
activity being considered compliant with the Ground Stabilization and Materials Handling3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the y tea' _ ` '?�� 4 F w . i A
sections of the NCGOl 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
? Y a 3
delegated authority havingjurisdictlon.All details and specifications shown on this sheet 4. Collect all spent fluids,store In separate containers and properly dispose as � , ..e %_=F_f_I Jl� + N
may not apply depending on site conditions and the delegated authority having Jurisdiction. hazardous waste(recycle when possible). •.-. m
5. Remove leaking vehicles and construction equipment from service until the problem JC-,
has been corrected. [ "'-w�"`
SECTION E:GROUND STABILIZATION fAY% ... "`a�-' aT;giSSY
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ! . E
Required Ground Stabilization Timeframes eats _m wit =�'` �'�
• to a recycling or disposal center that handles these materials. LLIL
Stabilize within this ��� �� �:�-'4:-r��"SiQ
te Area Description many calendar Timeframe variations �m � �n er Ors
st
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.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS 4-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. =.y 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 ire barrier and within
If slopes are 10'or less In length and are place pervious („�Q 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 waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped Into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER UQUID WASTE be pumped out and removed from protect
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste Into storm drains,streams or wetlands. 6. Locate washouts at least 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 Inlets)closest to the washout which could receive 0 ry
there Is zero slope waters unless no other alternatives are reasonably available. spills or overflow. a
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 appropriate)for the needs of site.
Y entrance pad in front of the washout.Additional controls may be required by the
practicable but In no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. w
activity.Temporary ground stabilization shall be maintained In a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project O
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to Identify this location.
PORTABLE TOILETS0GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the 1. Installort ble wetly toilets on level gr isnd,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural m
streams or wetlands unless there is no alternative reasonably available.If 50 foot components when no longer functional.When utilizing alternative or proprietary z
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Tam an Stabilisation PmmaneMgbbllhatlae 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 tackitiers foot traffic areas. caused by removal of washout. to
•Nydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control produce with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw or other mukh •Shrubs or other permanent 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
•Souctural 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 J
poisoning.
•Rolled erosion control oducts with an seed available. F
_ 3. Do not store herbicides,pesticides and rodenticides In areas where flooding is 6,
2. Protect stockpile with silt fence Installed along toe of slope with a minimum offset of possible or where they11 or leak into wells,stormweter drains,ground water cTo IT_
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. play spill
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible, or surface water. enemaf a spill occurs,clean area Immediately. tn
n
onstruction,selecting from the NC List of Approved PAMS/Flocculents. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 4 Do not stockpile these terialsonsite. co
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 ur
co
3. Apply flocculants at the concentrations specified In the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE a
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. I. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
otarefl Y.7 y 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
e.
5. Stprefl«culantsinleak-proof containers that are kept under storm-resistant cover , NORTH CAROLINA
or surrounded by secondary containment structures. -3-l#� Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 o w
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
iiiiii
Self-inspect ors are required during normal business hours in accordance with thetable 1.E&SC Plan Documentation L Occurrences that Must be Reported "`r ",
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: ,v`5'. •^V2 ''
personnel to be in jeopardy,the inspection may be delayed until the next business day on J° ••ss z
which it is safe to form the inspection.In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. O P •")
per pe q following i pertaining P kept =�: 'A 6.-
greater
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The followi [ems tainin to the E&SC Ian shall be on site and available far
inspectiont all times during normal business hours. =Q^_ cam , -
performed upon the commencement of the next business day.Any time when inspections (b) Oil spills if: -0° gs eo-
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, 2, o S�°Q
erequencY la)Each EASE measure has been installed Initial and date each E&SC measure on a copy • They are lessthan 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal neeoon records mot mdvx: and does not significantly deviate from the of the approved E&SC plan or complete,date s
business hours) loratio dimensions and relative elevations and sign an inspection report that lists each ' They reuse sheen on surface waters(regardless of el see),or 'C DO�
`s
01owngoe miry itmwits s amn„nu_ shown on 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).
and working hoiiaan eain dod.,,aand uge cn tradeservaticns are o individual day abbll1ng weekend information Is plan.This dpcumentatbnkrequired upon the
°Menevadable,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended n(am the will determent,a a site,rcvraon is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
aed)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 nm:Divn,v may use mother rain-monitoring device (Ref:40 CFR 302.4)or G.5.143-215.85.
(b)A phase of gentling has been completed Initial and date a copy of the approved E&SC
let 50cC m least once per 1.Identification of the measures inspect., plan complete,date and sign inspection
meaevnn. 2.w report tto Indiate completion or the (d) Anticipated bypasses and unaetidpated bypasses.
and within 24 3.
construction phase.auramma nna•m.meau hee
we,,, 55 ng lq Ground cover s located and bsaued Initial area amen copy of the approved MSC
event,1.0 za hours non 5.DDescdpttbaccordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the W
6.Description, actions taken. plan. report to indicate compliance with approved environment.
CC
lot Stormwa-mr At least once per 1.Identification of the discharge ourfalls inspected, ground cover specifications.
discharge 7 calendar days 2.Date and time of Me
oudalh(5o[s) person perform]ng the inspection, (d)The maintenance and repair Complete,date and sign an impectlon report 2,Reporting Tsmeframes and Other Requirements 0 Z
hours. thfi - - requirements for all DISC measures After apeewistee becomes aware of an occurrence that must be reported,he shall contact o
sting ersuspendea olmseor pollution such have been performed. the teDivisionr regional within the timeframes and in accordance with
za hours.o loth S.In Indication of visible sedimentieavng the site, appropriate egiona //�
(e)Corrective actions have been taken Initial and date a co6 Description,evidence,and date of corrective actions taken. py of than approved MSC 1fe VJ U
lot Pwimatwof utsne site limits,men a record to E&SC measures. plan or complete,date and sign an inspection repayother requirements listed below.Occurrences outside normal business hours may also be
site report to indicate the completion of the reported to the Departments Environmental Emergency Center personnel at(8001 r
and within 24 1.Actions taken to clean up or stabil.the sediment that has left corrective action. 85 68' o
in.hours ot a rain Me
In De:c�Tion,ee Bence,and dam or corrective anions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Trmeeeames(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,an Aral or electronic notification.
Ist screams•. sea visible sedimentation a site and available for inspectors at all times during normal business hours,unlessthe deposrt'ioon in a •wtNxn7celeederdays,a report that contains a description of the
ae mumfro,nthaeomm�mono Division provides a site-specific exemption based on unique site conditions that make streamwetland sediment and actions taken to address the cause or the deposition. W o0
moteswetlan o this requirement not practical: Division staff may waive the requirement fora writen report on a /Y
aaccessible)a hours of a nin 1.Description,evidence and data iveAabilStaken am case-by-case basis. CC 8
w blel _ na,n appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. •lithe stream is named on the NC 1:((d)Ilst as impaired for sediment- 3
24 hours Regional Office per Pan III, em(Ma)of this permit. rela.l.uses,the permittee may be required to perform additional W Y
lalurouna :e ng Tsvoucttoofpwn,eier tale monitoring,inspec[bns or eppty more stringent practices P.M
stabilization of grading (h) Records of inspections made during the previous twelve months.The permittee shall determine that additional needed compliance
measures record the required observations on the Inspection Record Form provided by the requirements are oreI
drainage
coaetmccton orsiedeveloppmenit,p land-disturbing Division or a similar inspection form that includes all the required elements.Use of with thefedealorstate impaired-waters conditions. a,•�
electronically-available records in lieu of the required paper copies will be allowed g (b)Oil spills and • WV;in24 our,an Aral or electronic notification.The notification CC J
release of shall nclude information about the date,time,nature,volume and 0
shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. -
mrasuresM1avcMinrsr,cIn cumin me required substances per Item umorame or an assurance mat they coal Sc provmaa as ;OnDlmenation to be Retained for Three Years z T o
soon asp�i e. All data used to complete the a-NOI and all inspection records shall be maintained for a period 1(b){q above i
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request 140 CFR 122.41] kl Antcpated •mamedA report aelmrtnm ds an
evaluation
vvthe date of the hypos;ualisc idle. }
bypasseslid CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass. /E� .'
PART II,SECTION G,ITEM(a) (d)Unanticipated • kwdwtda hours,an Aral or electronic notification. v
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses lam CFR • within]calendardays,a of
that includes an evaluationdthe /A 9
122.1.(m)(3)1 quality and effect of the bypass. �/
(e)Noncompliance . Within 2.hours,anoalureleamnitnpt notification. ato
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from Ilse surface when these devices need to be drawn down wlmthe conditions • Wytn)celeeaardays,a report thatconrains a description of the z 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 causes;the period ofeoncompaance,
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
heath or Me been corrected the anticipated time noncompliance is expected to DRAWN BY: ACC
enviThe E&SCplanauthorityhas beenprovided with documentation of the non-surface withdrawal and thes f time periods or conditions in which it will occur.The non-surface withdrawal em14o continue;one Gees or planned to reduce,eliminate and
(a) specific PenCFR z241p)(7)] prevent reoccurrence of the noncompliance.[90 CEaln.alp)(6). CDC PROJECT NO.: 22318
shall not commence until the E&SC plan authority has approved these items, • ion staff may waive the requirement for a written report on a 'T��O I
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(el)of this permit, case-by-case bays. lv
(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,
(d) Vegetated,upland areas of the sites ore properly designed stone pad Ls used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, a^
J A.
(e) Velocity dissipation devices sud,da check dams,sedimen ttapa,and riprap are provided at the de points
cnargepoinafandewateringaevireg,and -,NORTH CAROLINA
(f) Sediment removed from the dewatering treatment devices described in Item(c)above in disposed of in a manner that does not cause deposition of sediment into waters of the United States. •l'i,' 'Environmental Quality SHEET
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 C 9 9 8